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Home My WebLink Aboutproduct approval ' MIAMI- DE f {p • MIAMI—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 S.W. 260 Street, Room 208 AFFAIRS(PERA) Miami,Florida 331752474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590, F(786)315-2599 NOTICE OF ACCEPTANCE ff OA) mxxalamidade goy/opera/ PGT Industries 1070 Technology Drive Nokomis,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product ERAProduct Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series 11SH 700"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 09101/2005,with revision "D" dated 10/07/2011, 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. LIMITATIONS: Miami-Dade County Product Control Approved Shutters Or Protection Devises shall be required for Glazing Option"M"at installations above 30 Ft.above ground(See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state,model/ series and following statement: "Miami-Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 114405.10 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. AMt DARE COUNTY NOA No.11-1013.14 Mi U Expiration Date: March 26,2016 �N Approval Date: November 03,2011 10,E Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, titled"Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on:1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No.07-0322.06) 2. Test reports on:1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTI-4958 and FTL-5063, dated 10/03and 11/21/06, both signed and sealed by Edmundo Largaespada,P. E. (Submitted under previous NOA No.0 7-0322.06) 3. Test reports on:1)Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No.07-0322.06) 4. Test reports on:1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4649 and FTL-4723, dated 10/05 and 08/11/05, both signed and sealed by Edmundo Largaespada,P. E. (Submitted under previous NOA No. 05-1018,01) t Jaime D.Gasco ,P.E. Product Control Section Supervisor NOA No.11-1013.14 Expiration Date: March 26,2016 Approval Datc: November 03,2011 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 13. TESTS (CONTINUED) 3) Test reports on:l) 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 24113.2.1,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.'s FTL-4947 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P, E. (Submitted under previous NOA No.05-1018.01) 4) Test reports on:1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4948 and FTI,-4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05-1018.01) C. CALCULATIONS , 1. Anchor verification calculations and structural analysis, complying with FBC--2007, dated 01/11/2011,prepared, signed and'sealed by Robert L. Clark, P. E. Complies with ASTM E1300-04 (Submitter)under previous NOA No.11-0128.03) D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS , 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers," dated 05/05/2011, expiring on 05/21/2016. Jaime D.Gasco y P.E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26,2016 Approval Date: November 03,2011 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC-2007 and FBC-2010,dated October 07,2011, signed and sealed by Anthony Lynn Miller,P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller,P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL-4957, FTL-4958, FTL-5063, FTL-4645, FTL-4649, FTL.74723, FTL-4947, FTL-4650, FTL-4948 and FTL-4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05,all signed and sealed by Edmiindo Largaespada,P. E. (Submitted under previous IPDA No. 07-0322.06 and 05-1018.01) G. OTHERS 1, Notice of Acceptance No. 11-0405.10, issued to PGT Industries for their Series "SH-700 Aluminum Single Hung Window - L.M.1.", approved on 04/21/2011 and expiring on 03/23/2016. Jaimc D.Ga sc n,P.E. Product Control Section Supervisor NOA No.11-1013.14 Expiration Date: March 26,2016 Approval Date. November 03,2011 E-3 i ® GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) A.6/16"LAM[CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B.5116"LAMI CONSISTING OF(1)LITE OF 118"ANNEALED GLASS AND(1)LITE OF IN'HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C.6/16"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. D.7/18"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. E.718"LAMI CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS AND(1)LITE OF 3116"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB. F.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5116"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A .09D DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. NOA DRAWING MAP H.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 616"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE 0 OF 1/8"HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. GENERAL NOTESSHEET ...,,,• I.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5116"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS GLAZING DETAILS............1 WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. DESIGN PRESSURES J.13/16"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 7/18"LAMI CONSISTING OF(2)LITES OF 3/18"ANNEALED GLASS WITH A ELEVATIONS.....................4 .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. VERT.SECTIONS.............5 K.13116"LAMI IG:(1)LITE OF 110"TEMPERED GLASS,AN AIR SPACE AND 716"LAMI CONSISTING OF(1)LITE OF 3/18"ANNEALED GLASS AND(1)LITE HERR.SECTIONS............5 OF 3116"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB. PARTS LIST,.....NS............8 L.13118"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS EXTRUSIONS....................7 WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ®M.13116"LAMI IG:(1)LITE OF 1/8"ANNEALED GLASS,AN AIR SPACE AND 5116"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH AN.090 DUPONT BUCORNER DETAIL..............7 BUTACITE OR ANCHORAGEM...............8 11 SAFLDOKEEPSAFE MAXIMUM PVB INTERLAYER. 2.CONFIGURATIONS:"OX"(1/1,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 1300.02. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02. 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5.SHUTTERS ARE NOT REQUIRED. 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7.REFERENCES:TEST REPORTS FTL-4645,FTL-0646,FTL-4647,FTL-4648,FTL-4649,PTL-4650,FTL4651,FTL-4723,FTL4957,FTL4958 AND FTL-5063. ANSI/AFBPA NDS-2001 FOR WOOD CONSTRUCTION ADM-2000 ALUMINUM DESIGN MANUAL PRODUCT REVISED os complying wild the Florida 8.SERIESIMODEL DESIGNATION SH700,ALSO REFERRED TO AS SHT01. Building Code Acte ton No 8 m Do AZA/ 9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). By Miami Dodo Product Control 1111111 U111FR'i,� �*' No 58705 a= W= J.J 70/07111 n D 1010FBCUPDATE oaolean p'•, g1PSEOf _� n 1070.TECHNOLOOYDRIVB GENERAL NOTES ',r0•'•••, FLOIkV J.R. 04/01111 O CHANGED CAP GLASS TIPETOTEMPERED FROM HS NOKOMIS,FL34276 ES9&7.ADD SSE OPEMP T rra" ' �•` �_. ALUM.SINGLE HUNG WINDOW,IMPACT F.K. 11119/00 B TO NOTE)GLAZINGP.O.BQX1529 st a,e �" „"„ newura a.r A.L1�I,I�11M1!lEi�,P.E. F.I6 81/05 J.J. W3/07 NOKOMI9,FL 94274 Vlatbly Bettes BH70D NTS 1 a 11 4040 20 D FL P.E.#68706 ®NOTE: 1 1 LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/16"WITH NO CHANGE IN DESIGN PRESSURE. 1/2"NOM. 1/2"NOM. 41 GLASS BITE GLASS BITE aEXTERIOR INTERIOR (ALL SECTIONS) 37 � 37 80,81 or 82 83,84 or 8 _EJ5 70t==] 70 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3118"ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 090 SOLUTIA OR DUPONT PVS INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 5118"NOM. 7118"LAMINATED 5/16"LAMINATED GLASS 7/16"LAMINATED GLASS n 11 a—A 1/2"NOM. 1/2"NOM. 46 GLASS BITE 46 GLASS BITE 38 38 86,87,88 or 92 89,90 or 91 us ompl inRBVh the 02 wmplying with tho Flotida Bulding Coda AweptawoNo 70 70 Bx 0 DAta Muni ade jL:i=jProductContro 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/18"ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS t t I I t AIRS ACE ATED ATED AIR SPACE ``` y 1/8"ANNEALED OR TEMPERED GLASS© 1/8"TEMPERED GLASS© �Z ,•y\�ENSfi 13116"NOM. 13/18"NOM. 587 05 *: O 13/16"LAMI IG GLASS W/5/16"LAMI 13/16"LAMI IG GLASS W/7/16"LAMI _ N * `• DC LU _R. W. W R.wbnr 0.."tnaH. ''O.'• a /�gOF`I '. � J.J. imml, D NOCHANOESTHIS SHEET GWING DETAILS ��p'•• StA \oP•' ��' R.wr•... 1070 TECHNOLOGY DRNE % �( '•.,FLOR,.•'��`` J.R. 0410111! C CHANOEDCAPOLASSTYPET07EMPEREDFROMH3 NOIWMIE,FL86276 T F �� ALUM.SINGLE HUNG WINDOW IMPACT FX 11/19/05 B ADD ITEM92 TO 6115 LAMI I.O.GLASS 6 LAM/IG NOTE P.O.6gX 1620 \ NOIt .!XIL8927a VLtlb! Setter °"" eft ei""2M" A.LI/NtNMILLlF\t,P.E. F.K. °e9 'A"7 y SHTan Full 2 w 11 4040-20 O FL P.E.#58705 F.K. 8HA)6 J.J. 111 FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 1, BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT O„ WIDTH GLASS TYPE 63" 89" 68" 70" 72" 74" 76" MEETING RAIL 48" ARM & +80,0 -80.0 +60.0 -80.0 +80.0 -80.0 +60.0 -80.0 +60.0 .80.0 +80.0 -80.0 +80.0 -80.0 50" A,B,M +60.0 -80.0 +80.0 -60.0 +80.0 -80.0 +80.0 -80.0 +80.0 -60.0 +80.0 -80.0 +79,0 1 •79.0 X. SH /�SqI 62" A,B,M +80.0 -80.0 +80.0 -60.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 +76.8 -75.9 ° 631/8" A,B,M +80.0 -80.0 +80.0 -80.0 +79,6 -70.6 +78.2 -78.2 +78.9 -78.9 +76.4 -76.4 +74.0 -74.0 1 UP TO 63118" 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 -80.0 STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION,& TABLE 2. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH I GLASS TYPE 38318" 44" 50 618" 83" 72" 74" 78" MEETING RAIL 48" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0. HT. 60" 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 ^X„ gggH 62" A,B,M +60.0 -60.0 +80.0 -80.0 +80.0 -80.0 +76.9 -78.9 +70.0 -70,0 +68.8 48.8 +67.6 -67.6 -Ij 63118" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 .80.0 +76.0 -78.0 +88.0 48.0 +66,7 -68.7 +65.5 -65.5 UP TO 63116" 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 +70.0 -70.0 +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 w NT WINDOW HEIGHT MINUS SASH HEIGHT(MAX,WINDOW HT.WI BASH■76"FLANGED AND 76"INTEGRAL FIN) °O„ MINUS WIDTH GLASS TYPE 17118" 2211116" 28311V' 3331,r' 395116" 4413116" 50318" 661611V, SASH 83118". D,E,F,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 HT. HT. MEETING RAIL GLASS TYPES: TEST REPORTS TABLE 4. "X° 4 H A.6118-LAMI-(118"A,.090,118"A) FTS-4847,4648,4723,4957 _T B.6116°LAMI-(1/8"A,.090,llVH3) FTL-4647,4646 C.611W LAMI-(IWHS,.090,1/8"HS) FTI.-4847,4648 D.7/18"LAMI-(3/18"A,.090,3/18"A) F7L-1845,4885 E.7/16'LAMI-(3/16"A,.090,3116-HS) FTL-4646 nonurrRsvlscn F.7/18"LAMI-(3116"HS,.090,3118"HS) FTL-4645 a wmplying whit tlta pi"rida 0,13/18"LAMI IG-1/8"T,AIR SPACE,5/16"LAMI-(1/8"A,.090,11WA FTL-4846,4723 Av,,,Tng code - weocptPttc NO Data H.13118"LAMI 10.1/8"T,AIR SPACE,6/16"LAMI-(118"A,.090,118"HS) FTL-4648 [1x on Hato I. 13116"LAMI IG-1/8"T,AIR SPACE,6/18"LAMI-(1/8"HS,.090,1/8"HS) FTL4648 _._® wMMaW pada product comm J.13116-LAMI 10-118"T,AIR SPACE,7118"LAMI-(3118"A,.090,3/18"A) F7L4649,4850 K.13118"LAMI IG-1/8"T,AIRSPACE,7/16"LAMI-(3116"A,.090,3/18"HS) FTL-4849,4650,4956 L.13118"LAMI IG-1/8"T,AIRSPACE,7/16"LAMI-(3/18"HS,.090,3/16"HS) FTL4649,4850 1 I I I t I M.13116"LAMI IG-116"A,AIR SPACE,6116"LAMI-(118"A,.090,1/8"A) FTL-5083LYNN 4f/(4F 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 �;' S8T05 PRESSURES ARE UNEFFECTED. *: %40. 2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1"FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS. ® __ 3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 518"MINIMUM TO 36"MAXIMUM.,& - all p l0 1( J ti 10/07/11 D NO CHANGES THIS S1A OP \Z` 1070 TECHNOLOGY DRIVE DESIGN PRESSURES ...........FLORI .• J.R. 04/01/11 C CHANGED CAPOLASBTYPEToTEMPEREDFROMHS NOKOMIS.FL34275 '� �� FS F.K 1f/f30S 8 RnWEp 6VISFD US MFORMDA yomTmff ATD3. DIM /N.UPDA7ElFSTN03 RO.OQK1532492 120 Aa.�, M SINGLE HUNGWINDOW,IMPACT pLYr114'rrnit�lA,PE. NOKOMI3,FL 3427 Vttibly Better SHOO NTS 9 a 11 4040-20 FL P.E.#58705 RIG 9/1/75 J.J. X9/07 531/8"MAX.FLANGED WIDTH 52 1/8"MAX.I.F.WIDTH 49 518"MAX.FIXED DLO(ALL) D C 75'MAX. 75"MAX. 75"MAX. SEE DLO �A A I.F. I.F. I.F. TABLE 0 j D.I HEI HT SEE DLO HEI HT SEE DLO C-i HEI HT ® TABLE 0 j ® TABLE O j L 76"MAX. 76"1 IAX. 76"MAX. FLANGED FLANGED FLANGED 98 /1g HEIGHT HEI HT SEE DLO HEI HT TABLE X j SASH SEE DLOX j S E SEE DLO X SEE (MAX-) HE HT TABLE 4 TABLE / NO 4 IL 481/4"MAX. VENT DLO(ALL) DETAIL B DETAIL C DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) 1/1 B E� VERTICAL DAYLIGHT 75'MAX. 76"MAX. OPENING � I.F. L. FIXED LITE SEE DLO HEI HT E—j HEI HT LOW HIGH DETAIL SILL SILL SEE DLO TABLE O j ® TABLE O j ® A 341/2 34 3/18" 76"MAX. — 7V'I IAX. B 415/8" 411/4" FLANGED FLANGED C 411/4" 407/8" HEI HT HEI HT D 52 5/8" 52 11/16" L L E 1 52 114" 52 5116" SASH' PRODUCT REVISED SEE DLO TABLE X % I SASH SEE DLO TABLE X j SASH LOW HIGH Woamplyiogrvidithel'tofid" DETAIL SILL SILL AccepionwNo HEIGHT HEIG!Li A 34 1/2" 343/16 on Tow B B 27 7/16" 271/8" DETAIL D DETAIL E C 277/16 271!8" M;e,t adaProduclControl D 16 3/8" 15 3/4" VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) E 1 16 3/8" 15 3/4" TABLE 5. IIIIII NOTES: 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. �` �Z`�• ENst ''i 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. '��p ; *�� 3.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION.® *;' NO,58705 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B&C)ARE BASED ON A THREE OVER TWO FORMAT. IdJll t11Z R J.J. 10/07/11 F"D NO CHANGES THIS SHEET i S7A%TCF :'�26� " 1070 TECHNOLOGY DR]E ELEVATIONS ;0,�;•.,, FLOR�o"••�� J.R. 04101/11 C NO CHANGES THIS SHEET NOKOMIS.FL 84276 T� 'i F ••" a**- �� ALUM.SINGLE HUNG WINDOW IMPACT �Sg/ONA�-o RK 11113/00 S ADD INTEGRAL FIN I.F. VERSION CHG.NOTES.ADD NOTE4. P.O.6oX 1629 � �'� o�—Br. wm: cwws oar. NOKOMIS,FL 34274 Vbibly Bemr s aSHM 8p1C B1p00 0111p^'6 �' A.LY(N1 MILLER,P.E. F.K. 0/l/DS J.J. 2/2307 sH7oe NTS 4 ar 11 4040 20 B FL P.E.#58705 I 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 1 INSIDE INSIDE MAX.VENT DAYLIGHT OPENING ® BASED ON SASH WEIGHT 31 9,10,11,15,16 MAX. FIXED 2.710' LITE 7,8 OR 17 DAYLIGHT 255 OPENING OUTSIDE 25 MAX.FIXED LITE DAYLIGHT OPENING I MAX.WIDTH SECTION A-A 6 OUTSIDE — INTEGRAL FIN(I.F.)FRAME SECTIONS® INSIDE 23 l MAX. I HEIGHT 21 I? rtnLl 2.146 I OUTSIDE I SIL 2, 30 LOW SIJ L Mal AX. VENT DAYLIGHT 49 HIGH SILL 48 LOW SILL HEAD JAMB OUTSIDE OPENING 28 68 ®I.F.FRAME RAME 2.7 10"--1 rBBMRxy ipO iD0V5COoT53 da mPUroo VdISurcBtD OUTSIDE wmpiyiu5 wilh tile e C rolnotrroide Code Accep)e7cDNo in 53 6 52 2. 63 (LOW SILL) (HIGHSILL) , .� SEE NOTE ABOVE 54 64 7 7 7 71 LYNN 3 30 12 ULTRALIFT gg 67 ��..•��oEwsF '= ONLY ULTRALIFT Q:' SECTION B-B 12 ONLY SECTION C-C _ k; No.56705 (LOW SILL SHOWN) RADIUS TOP ALTERNATE HIGH SILL = k �= _ (HEAD DETAIL-FLANGED VERSION) Rmsa�: 10/07/11 R D NOCHANOE3THIS SNEEr ` ��'f�•'•, Svx -0 107'0 TECHNOLOGY DRNE P -�- SECTIONS 10 p 1i%QP;.•• �?1 J.R. 04/01/11 C NO CHANOE31N13 SHEET NOKOMIS.FL 34275 m` i�T LO `� F.K. 11113/05 a B ADD I.F.SECTIONS 6 CONSOLIDATESAL.COMPONENTS P.O.BQX 15z9 �— ALUM.SINGLE HUNG WINDOW,IMPACT /'1;�`S�ION PAL `�� a or. Db. mm NOKOMI9,FL34274 V1sIb(yBetter t" '°"`' �"" B11° Qe"`""" ++rr A.LYW MfLLEIf,P.E. F.K. 911105 J.J. 2/PS/o7 SH700 Half 5 a 11 4040-20 FL P.E.#58705 ITI7N DWG.# DESCRIPTION PGT# ITEM DWG.# DESCRIPTION POT# 1 4002A FLANGE FRAME HEAD 612225 60 1835 SCREEN SPLINE-.135 DIA HARD 61636K 2 1155 #8 X 1.000 QUAD PN.SMS 781 PQA 61 SCREEN CLOTH 61816 3 4003C FLANGE FRAME SILL(LOW SILL) 612228 63 605 GLAZING.CHANNEL(.888 X.500) 6633402 5 1826 .ADHESIVE OPEN CELL FOAM PPD 7PAD1626 64 1161 #6 X 1.000 PH.BUGLE TEK 706X1 8 40 4 FLANGE FRAME JAM8 612227 67 GLAZING TAP9,1116 X 112-7/16 LAMI 620V1510 7 4025 SASH STOP 812244 ® 68 4051A SASH BOTTOM RAIL(HIGH SILL 8405.1 8 4025 SASH STOP(EGRESS)1.126 LONG 612244 69 4050A FLANGE FRAME 8ILL HIGH SILL) 64060 9 4029 SPIRAL BALANCE,318",8/8 OR 11116" 70 SILICONE,DOUR—, 95 OR EQUN. 10 1060 BALANCE COVER,3/8"OR 5!8" 88ALCVR916 BOA GLA33,8/18"LAMI,(118"A,.090 PVB.1l8" 11 #8 X.760 PH.PN.S 7034M 81 .GLASS,6/18"LAMI, 118"A.090 PV8,118"HS) 12 BALANCE BOTTOM BRACKET 70ALTBKT 62 C.GLASS,6118"LAM, 1/8"HS„090 PVB,19"HS 13 1085!1088 SASH TOP GUIDE' 42504 ® 83 D.GLASS,7118”LAVA,(118"A.090 PVB.I/S"A) 15 #8 X 1 PHILLIPS FLAT HEAD S.STL 76XIFPAX B4 E.GLASS,7/18"LAMI,(118 A.090 P1/B,1/8"HS} 16 1080.1 BALANCE COVER,11/16- 68ALCVR670 ® 85 F.GLASS,7116"LAMI,(1/8"H8,.090 PVB,1/8"HS) 17 4063 SASH STOP COVER 64053 86 G.GLASS,13116"LAM IG;1/8"T.AIR SPACE,6118"LAM,(1I8"A.090 PVB,1/6"N 18 4029-1 SASH BRACKET 7ULBRKT 87 H.GLASS,13/16"LAMI IG;118'T,AIR SPACE,511 "LAM,018A.090 PVB,1/8"HS 19 #8.32 X 12"LG.PH.FH.TYPE F S.STL 783 X12FPFX 88 1.GLASS,13/16-LAMI IG;11817,AIR SPACE,5/16"LAMI, 118"HS,.0 0PVB,118"HS) 21 4054C FO(ED WEETINO RAIL 64054C ® 89 J.GLASS,13118"LAMI 10;1/8"7,AIR SPACE,7118"LAM,(3118"q.090 PVB,3/1611A) 23 4006C SASH TOP RAIL 84006 90 K.GLASS,13/18"LAMG;1/8'T,AIR SPACE,7118"LAMI,(3118"q.090 PVB,3116"HS) 25 1236 1 0X,2 0 BACK,FIN SEAL 67S16G 91 L.GLASS, LAM 10;1/8'7,AIR SPACE,, 7/18"LAMI,(3118"HS,.090 PVB,3116"HS) 20 1096 SWEEP LATCH 71096 92 1318' G;1 /1 " (!8" .0 P. ,1/8" 27 1016 #8 .8 5 PH. L.SMS 7868 2.878 28 4007 SASH BOTTOMRAIL(LOW BILL) 612230 2,784 30 1228 WSTP..BUL13 VINYL 6T 249 31 4008 SASH IDE RAIL 812231 4.0062-34 1268 SASH ACEGUIDE 4260135 1622 LAMISETTINGBLOCK3/32"X25184"X1" 71622K 1 .36 1052 LAMI IGSETTING BLOCK I"X314"X1/16" 71052K 37 1224 VINYL GLAZ BEAD BULB ICK) 6TP247WK •05 36 1226 VINYL GLAZ BEAD BULB(THIN) STP246K 41 40398 GLAZIN B 6116 LAM.GLASS. 840398O FRAME,I.F.HEAD 42 40448 GLAZING BEAD,6118 LAMI W/GRILL KIT 644703 ®47 #4071A,6063-T8 4222AGM NG 9850 GNGBW 7/16" 84222 848 FRAME,I.F.LOW SILL 45 GLAZING BEAD,7118"LAM W/GRILL KIT 88115 #4072A,8083-TB 46 4067 GLAZING BEAD,13/16"LAM I.O. 64087 zoos 47 4071A FRAME,1. ,HEAD 84071 PRODUCr REVISED 48 4072A F I.F.LOW SILL 84072 m complying wilh dio Merida 2,374 Begding code 49 4073A FRAME,I.F.HIGH SILL 6407377 AccoplanccNo�co 60 40748 FRAME,I.F.JAMB 84074 Ew of Del52 4009 SILL LATCH(EGRESS)(LOW SILL) 784009 .062 NOM63 1088 SPRING,SILL IATCH(EGRESS) 7SPRNG THICKNESS 4 712.11 MMmi odePror 64 2740 SILL LATC EGRESS HIGH SILL) 62740 2. 1 55 1014 SCREEN FRAME(HOR.8 VER.) 61014 .082 NOM 68 1630 SCREEN CORNER KEY WIRINGS 71630 THICKNESS I I I I I 67 1631 SCREEN CORNER KEY W/OUT RINGS 71631 58 1073 SCREEN SP ING 7CASP NSE 59 1624 SCREEN SPLINE-A35 DIA FOAM 61624K G� ,@FRAME.I.F.JAMB 705 ®49 FRAME,I.F.HIGH SILL ®�� #4074B,8083-T6 = No•56 : Cr• 04073A,8063.78 (USED AS RADIUS TOP HEAD) II W J.J. 10/07/11 D NO CHANGE97H13SHEET �� to �lv- ' Z ,o7olecNNOLoovowv0 PARTS LIST % o. FLoa�OP ?�; J.R 04/01/!1 C CMNSEDCAP GLASS TIME MTEMPERED FROM H9 NOKOMI6,FL34M �i�FSSIONP�� ALUM.SINGLE HUNG WINDOW IMPACT A 11H;W0 8 •� O E3 0 P.O,Box1[28 e� m- ee A.LYWNM0MP-li,�P.E. p,� M NOKOMIB,FL 34274 V41bly Better F.K. 8NPo6 J.J. 7/2&07 Mrs 6 d 11 404020 D FL P.E.#58705 I.F.FRAME SEALANT ALONG ENTIRE JOINT1 or47 :n7 I .FRAME,& 2.784--1I / .os2 F I II II 1.38 3 2,8300 I .062 6 or 50 O FLANGE FRAME HEAD #4002A,6063-T6 Imo-2.704--+� I 1749 O FLANGE FRAME SILL (LOW) WELD #4003C,606348 I 6 or 50 ALONG SCREW 1 SEALANT OR GASKET BOSS(2) 121.710F--10513-1f.738 AT HEAD AND SILL 082 .490 082 VIEW D-D VIEW E-E (1/1 8 VIEW HEAD&SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) SASH STOP SASH STOP COVER FRAME CORNER CONSTRUCTION O FLANGE FRAME JAMB 7 #4025,6063-TS 17 #4053,6063-T5 — — — — 050 , #4004, 5 (USED AS RADIUSUS TOP HEAD) --� 1.165 .878 2.328 1.096 1'3x2 r-2.27e� .os2 1,349 GLAZING BEAD,5/16" ]ff I 41 #40398,6083-T5 2165 1,879 UF osz 1.707 oez SASH SIDE RAIL .062 31 #4008,6083-TS 21 FIXED MEETING RAIL 2S SASH TOP RAIL 28 SASH BOTTOM RAIL(Low) #4054A,6063HD-TB #40060,6083HS-TB #4007,6063-T5 050 .050— .678 1.098—}�) .s78 42 GLAZING BEAD,5/16" PRODUTCRLVISIID #40446,8063 T6 na will,Wo Florida 2 328— BnildingCodo I 1.096--I+---r{ (USED WI GRILL KIT) p�oproncoNo .082i I m� ato c 2,946 44 GLAZING BEAD 7/16" y ` 3.446 #4222,6063-T5 1— miand ado ProducrCuut—rol 2.638 1 •683 050 .062 _1. \ttllll/ —x .6781.097 050 ``\��( GLAZING BEAD,13/16''IG @ 46 `��.•'.ENS '•.R #4087,8083-TS `� '•.�t 69 FLANGE FRAME SILL(HIGH) B8 SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD,7/16" :*: No.58T05 #4050A,6063 TB #4051A,6063-TS #9850,6063-T5 (USED W/GRILL KIT) 40 _ a o�G W RJ.J.r f0/07Hf n D NO CHANGES THIS SHEET •�� 3TpTEOF I.'=W\ 1070TEOHNOLOOY DRIVE EXTRUSIONS&FRAME CORNER DETAIL '.0,�.•�.,,PLOR\oP•• C�; J.R. P4/Of/ff C NO CHANGES THIS SHEET NOKOMIS,FL34275 nax �i ........ �?�` ' UPDATE FRAME PO BQXf0T0 —'"�+� ALUM.SINGLE HUNG WINDOW,IMPACT ''��SS►ONAL��` P.K. 1f/f9/OB B. ew.uaar: er.w snwc bA.LYNIIMILL�F},P.E. alvmey. 0"m, D.W NOKOMIS,FL34274 VLlfbly Better F.K. S/f/0S J.J. ?!23/07 SH70O H81f 7 d !1 4040 20 FL P.E.#58705 ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE S. ANCHORAGE NOTES: WINDOW HEIGHT 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS SUBSTRATE: 28.603 34.603 40.603 46.603 52.603 58.603 64.603 76.000 2.1/4"ELCO S84 CRETE-FLEX 3-#12 SCREWS ANCHOR TYPE: p U U p U U p U v o U U o U U p U U p U v o U U WINDOW GLASS ro0Nz ZMONz ZrrONZ.-ZMONz—z V, NZ Z"TONZ+-Z�ONZ zMONZ—Z 2•ANCHOR LOCATIONSAREBASED ONTHE N U Ucq O U U N U UCr U U N U U N O U U N O U U N U U FOLLOWING DIMENSIONS. WIDTH TYPE ?� HEAD-181/2"MAX.FROM TOP CORNERS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 _7 1 1 1 1 1 1 1 _1_ 1 _1 _1 1 1 1 JAMBS-171/2"MAX.FROM TOP CORNERS _ __ _... _._. _. -- __ —._._._ __ ._.._ _._ 15"MAX.FROM BOTTOM CORNERS 19.125 H,I,J,K,L 1 2 1 1 1 1 1 2 1 1 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 WMAX.BELOW MTG.RAIL A,B,M _ 1 _1 1 _1 1 1 1 1 _1 1 1 1 _1_ 1 1 1 _1 1 1 1 1 1 1 1 ®SILL-ANCHORS NOT REQUIRED 1 2 1 1 1 1 1 2 1 1 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Z 2 2 3 2 2 3 3 3.INSTALL PER THE ADJACENT TABLE ANCHOR C,D,E,F,G, 1 1 1 _1 1 1 1 1 1 1 _1 _1 1 1 1 1 _7 _1 1 1 1 1 _1 1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF TE 2. 24.000 H,I,J,K,L 1 2111 21 2121 2221 222222. 222222222232222232223332233 1 1 1 _1_ 1 1 1 1 1 1 1 1 1 1 1 1 _1 1 1 1 1 1 1 1 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR A,B,M 712!1 1 1 1 2 1 2 1 2 1 2 2 2 1 2 2T2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 212 2L:3]L3 2 2 3 3 FLAARENGED S. WINDOWS. INTEGRAL FIN DIMENSIONS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 ®ESIGN PRESSURE LIMITATIONS: 32.000 H,I,J,K,L 1 2 1 2 2 2 2 3 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 3 3 2 2 3 3 3 4 3 2 3 3 3 4 3 3 4 4 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 _1 1 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A A B,M 1 2 1 2:2E2 2 3 1 2 2 2 121 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 3 3 2 2 3 3 3 4 3 2 3 3 3 4 3 3 4 4 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE,THE C,D,E,F,G, 1 _1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 _1 2 2 1 2 2 1 2 MAXIMUM DESIGN H,I,J,K,L 221 222231223232223232223232323342333343334353344 PRESSURE FORTH 37.000 RESPECTIVE SIZE Pop 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS 2 2 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 3 4 2 3 3 3 3 4 3 3 3 4 3 5 3 3 4 4 AVAILABLE. PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 221 222232223232223232323242333342334353334453344 A B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 2 4 2 3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 4 5 3 3 4 4 PSF 79 TABLE KEY: C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 — —._..._._...._..._ _..- _T3 _._._...——- - - — -— MAX.PSF 44.000 H,1,J,K,L 2 222222322232322332423333423333434353334453445 2 2 2 2 2 2 2 _2 2 2 _2 2 2 2 2 2 2 2 2 2 2 2 2 2 (DP LIMITED) 118 B,M >toDucrtsevlseD 22 2222232223232233Z42333342333342334353334453445 HEAD 2 complyingwith llie FI-'I0 JAMB ABOVE 2 3 uiiding colo �'�� PSF 79 79 cceptoncc No C,D,E,F,G, 2 2 2 2 _2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 MTG.RAIL 4x do D �p JAMB BELOW 48.000 H,I,J,K,L 2E2 2 2 2 2 2 3 2 2 2 3 3 4 2 3:3E3 3 4 2 3 3 4 3 4 2 3 3 4 3 5 3 3 3 4 3 5 3 3 4 5 4 6 3 4 5 5 MTG.RAIL adaProdu........ A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 2 2 2 2 2 2 2 3 2 2 2 3 3 4 2 3 3 3 3 4 2 3 3 4 3 4 2 3 3 4 3 5 3 3 3 4 3 5 3 3 4 5 4 8 3 4 5 5 (FULL DP) r 1 I i I r r r PSF 72 79 79 HEAD 2 `�`y V NN 044F C,D,E,F,G, 2 2 2 2 _2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 _3 JAMB ABOVE 2 3 h,2O�.��gNSE 53.125 H,I,J,K,L 222222232223342334342334343334353344463445463456 MTG.RAIL p5 2 _2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 JAMB BELOW _* W.581 AB,M 222222232223342334342334343334353344453345483445 MTG. _ - ,a 61 &� sneer: °ft I 10/07/11 n D NOCHANDEBTHISSHEET p.."bw. ,o SIN v.. • 1070 TECHNOLOGY DRIVE ANCHORAGE SPACING, 1/1 WINDOWS !;AQ•'• FLpR\0?:•' J.R. 04/01/11 C NO CHANGES THIS SHEET NOKONS,FL34276 n-m— REVISE' C RAGETABLEANDNOTES. ALUM.SINGLE HUNG WINDOW,IMPACT RIC 11/1&06 B AODOPMAX.WHEREANCHOROTYISRESTRI07EDBYSE.E. P.O.BQX1620 AyU �,y n," A.LY�If11rAf11LL�I3,P.E. —e%pate ,pare; NOKOMI3,FL 34274 VLil6b Better F.K. 7/29/05 J.J. 229/07 SH700 NTS 8 a i1 4040-20 D FL P.E.#58705 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE S. ANCHORAGE NOTES: WINDOW HEIGHT 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS 2-1/4"ELCO S84 CRETE-FLEX SUBSTRATE------- UBSTRATE: 29.655 37.155 44.655 52.155 59.655 1 67.155 74.655 76.000 ® 3-#12 SCREWS ANCHOR TYPE. ❑ U U ❑ U U ❑ U U ❑ U U ❑ U U ❑ U U ❑ U U ❑ U U 2 ANCHOR LOCATIONS ARE BASED ON THE MO Z Zeno Z ZV)O Z Zr10 Z 2rn0 Z—Zc10 Z Ze10 Z Ze1❑ Z Z WINDOW GLASS N g c-4 O—O a o"o—0, 0"o -O" C.4 0 0 cl; 04 0 O C4O N 0 0 0f O N 0�0 C%f 0'�0 FOLLOWING DIMENSIONS: WIDTH TYPE U U �: O U 3: U U ? U U ?r U U U U U U U (-)1 HEAD-181/2"MAX.FROM TOP CORNERS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-17112"MAX.FROM TOP CORNERS --. -_-.2 •1 ._..-.._....-._...._._......--..-.---—.-. ._ _..._._ ._._...- --—._.. _...-. _.--—_-._.__.._. 1B'MAX.FROM BOTTOM CORNERS H,I,J,K,L 1 1 1 1 1 1 2 2 2 1 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 VMAX.BELOW MTG.RAIL 19.125 1 1 1 1 _1_ 1 1 1 1 _1_ 1_ 1 1 1 1 1 _1 1 1 1 1 _1 1 1 ®SILL-ANCHORS NOT REQUIRED A,B,M 1 1 1 1 1 1 2 2 2 1 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 3.INSTALL PER THE ADJACENT TABLE ANCHOR PSF 79 1 1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NOTE 2. 24.000 H,I,J,K,L 1 1 1 1 1 1 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 S[2 3 2 2 2 3E2 3L 2 2 3 2 ABLE WIDTH AND HEIGHT DIMENSION ARE FOR A,B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7 1 1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 1 1 1 1 1 1 2 2 1 12 2—272,-2T2,2 2 2 2 2 2 2 2 2 2 2 2:3]L2 3 2 2 2 132: 322232-322j2:312 ®ARE VLESS. PSF 68 77 5. DESIGN PRESSURE LIMITATIONS: C,D,E,F,G, 1 1 1 1 1 1 1 _1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 32.000 H,I,J,K,L 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 2=2 3 3 2 2 3 3 3 3 3 2 3=3 3 3 2 2 3 3 4 3 3 2 4 3 4=3 3 2 4 3 MAXIMUM DESIGN PRESSURE WITH TBOLD ITALICIZED VALUE ABOVE HE QUANTITY A,B,M 1 1 1 1 INDICATE A 1 1 _1 1 _1 2 1 1 2 1 _1 1 1 1 1 1 _1 _1 1 1 OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE 1 1111 1 1 2 2 2 2 2 2 2 3 2 21L 2 3 3 2 2 3 3 3 3 3 2 3 3 3 3 2 2 3 3 4 3 3 2 4 3 4 3 3 2 4=3 MAXIMUM DESIGN PSF 59 67 79 PRESSURE FOR THE RESPECTIVE SIZE C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS 37.000 H,I,J,K,L 11 1 111 22222223222333223333 3343333233433243443243 AVAILABLE. AB,M 1 1 1 2 1 1 2 _1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 III 1 1 1 1 2 2 2 2 2L2 2 3 2 2 2 3 3 3 2 2 3 3 3 3 3 3 4 3 3 3 3 2 3 3 4 3 3 2 4 3 4 4 3]L2 4 3 PSF 54 79 62 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 _fi 2 2 2 2 2 2 2 2 2 2 40,000 H,I,J,K,L 1111 11 2222222 3223333223344333334344334344 3353 qB,M 2 2 2 2 2 2 2 2 2 2 2 2 2 _2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 2 2 22 2 2 2 3 2 2 3 3 3 3 2 2 3 3 4 4=3 3 3 3 3 4 3 4 4 3 3 4 3 4 4 3 3 5 3 TABLE KEY: PSF 49 79 56 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _2 2 MAX,PSF 44.000 H,I,J,K,L 1111 11 222 22233223334233344 3343443343443343443354 (DP LIMITED) 197 HEAD 3 RODUCTR13VISED A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 _2 2 2 _2 -2 2 2 2 _2 2 2 2 s complying with the Plorido 1 1 1 1 11 22222233223334233344 3343443343443343443354 JAMB ABOVE 3 3 utldingCoNo +6 PSF 45 74 51 74 79 78 MTG.RAIL epi mote au1 l-1 Ol C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 JAMB BELOW H,I,J,K,L MTG.RAIL Ynmi ndoProduwdContro 48.000 1 1 1 1 1 1 2 2 2 2 2 2 3 3 2 2 3 3 3 4 3 3 3 3 4 4 3 3 4 4 4 4 3 3 4 4 4 4 4 3 5 4 4 4 4 3 5 4 ABM 2 2 2 2 2 2 2 2 2 2_ 2 2 3 2 2 2 2 2 3 2 2 3 2 2 11 1 1 11 22222233 2233343333443344443344444 354444354 FULL DP ttlilll PSF 41 67 46 67 76 79 HEAD 2 \\�� VNN MII�FR�i,� JAMB ABOVE 2 2 C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 _3 2 _3 3 _2 3 3 _2 3 hZO.•��ENSIa *�' 53.125 H,I,J,K,L 1 1 111 1 1 2=2 2 2 2 2 3 3 3 3 3 3 4 4 3 3 4 4 4 4 3 3 4 4 4 4 3 3 4 4 5 5 4 3 5 4 5 5 4 3 5 4 MTG.RAIL O 58105 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 _3 2 2 _3 2 3 3 2 _3 JAMB BELOW _*: N a ABM 111 1 11 2 2.-2 2 22 33 3 3 3 3443 34444 334444 3=3 44 5443 54 544 354 MTG.RAIL = s Q Ioro �� : w- nnaer. aa: n.w.a�.: aw"awr '0 OF J.J. 10/07/11 D NO CHANGES THIS SHEET StP� +070 TECHNOLOGY DRIVEANCHORAGE SPACING STANDARD VIEW ;10 ••.., I:Loa�aP'•�0: J.R. 04/01/11 �C 111011 'iWWWASW411HWORQTYISRESTRICTED BYSIZE. NOKOMIS.FL34176 P T ` ` R1etlWR �— ALUM.SINGLE HUNG WINDOW IMPACT ��,SsrONP F.K 11/13/OS B AODDPMAX.WHEREANCHORQTY/SRESTRICT I;YSIZE. P.O.BQX+628 bine a,wyN, a,e A.LYNWMILLE�t;tP.E. w,r"en mrn ta,wa a,ne N P%BC FL 34474 V/.tlbly Better F.K. 7/18/05 J.J 2/2"7 SN700 NTS 9 a 11 404040 FL P.E.#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 6. 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS SUBSTRATE: 17.125 22.668 1 8.211 33.754 1 39.296 44.839 50.382 55.925 2-1/4"ELCO SS4 CRETE-FLEX ANCHOR TYPE: U U 0 0 0 0 U U 0 0 0 0 U U 0 U U 0 0 U 0 U U 3-#12 SCREWS WINDOW GL cl0 �O'-ONONO'-ONUC.4 -0�1ONO-OciONO-Oco NONO�Ot�iONO�Oc�lUN0�0 ®DIME SONS•LOCATIONS ARE BASED ONTHE FOLLOWIINO WIDTH TYPE � U v U U U U U 0 U 0 U U 0 U U U HEAD-181/2"MAX.FROM CORNERS 19.125 D,E,FA 1 1 1 1--1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-17112"MAX.FROM TOP CORNERS -- -- -- 2 2 -2 2 -._....-- ---- K,L 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 3 233 2 _ 33 3- •-3-� 111/2-MAX,ABOVE THE MEETING RAIL D E F J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6"MAX.BELOW MTG.RAIL 24.000 K L __........_...._ _..._.._..._..-- -_.. ---.....-.......-..__..-._..__....- --- ...-._.....-.... -- - _...._.._........._.........._.._..__..._..__._. 15"MAX.FROM BOTTOM CORNERS 1 1 1 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 3 3 3 3 4 SILL-ANCHORS NOT REQUIRED 32.000 D,E,F,J,. 1 1 1 1 1 1 2 1 1 2 1 _1 1_ 1 1 1 1 1 1 1 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 1 3 1 4 --5'--3-'-"5 ®VIEW WINDOWS FROM TABLES 7.AND 8.USING THE PSF 7g DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7.FOR ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW. 37.000 D,E,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW K L --- ---...--- -- __2 - ---..-_.. .. -- -4 -- 3 1 3 _.4 1 -.._...4- -4 ------- -- 6 e0 WINDOWS ARE 12 5/6"MIN.TO 38"MAX. 1 1 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5 5 4 5 ,�TABLE WIDTH AND HEIGHT DIMENSION ARE FOR PSF 79 79 79 79 [s)FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 40.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 __2 2 2_ 1"LESS. KL --- -- 1 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 5 4 4 5 5 4 8 6.DESIGN PRESSURE LIMITATIONS: PSF 79 76 79 77 79 79 79 ®SIZE BLOCKS OF THE ADJACENTTABLE WITH A BOLD 44.000 D,E,FA 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM _ _ _ _ __ _ _ _ __ DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS K,L 1 1 2 2 2 3 3 3 4 4 4 4 3 5 4 3 5 5 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,E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 RESPECTIVE SIZE AND GLASS TYPE IS K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 b 5 4 6 5 4 6 6 5 8 AVAILABLE. PSF 71 79 83 71 79 B4 7a 66 77 69 69 ® TABLE 7.KEY: 53.125 D,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 6 5- 6 B 1 5 1 7 6 1 5 1 7 MAX PSF ,{DP LIMBED) 112 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD 2 TABLES. JAMB ABOVE 2 SASH HEIGHT MTG.RAIL SUBSTRATE. 12 776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 FULL DP ANCHOR TYPE. ❑ ❑ ❑ 0 0 0 ❑ 0 0 ❑ t, 0 0 0 ❑ 0 0 ❑ 0 0 ❑ 0 L-� MON Z '. Zp �? N Zo Z 0 g0 N Z � Zp �q O N Z Z m N Zp M $ N Z pZ C?O N Z � Z M N Z ,.. HEAD 2 WINDOW N 0 UN § U ON5 0 0 `� $Q D � oN UN3 H ' HN $ S " c� JAMB ABOVE 4 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MTG.RAIL R�uLTR9VI5ED 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 scompl7ingwith6tDplwdda wildingCodc %L.' 10 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 cceptenceNw wto 37.000 79 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 ® TABLE 8.KEY: 40.000 74 MAX.PSF M� fltePcOdwc Coat[ol. 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 (DP LIMITED) 112 68 78 JAMB BELOW tl I I I I11� 44.000 2 2 2 2 2 2 3 2 3 3 3 3 -4-F3-T-3- 4 3 4 5 3 4 5 3 4 MTG.RAIL \�.`�O�V 4YNN yjl�4p72 48.000 263 79 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 4 5 3 4 FULL DP e L� _;*: NO.58705 _ 73 58 66 72 JAMB BELOW 2 53.125 2 2 2 2 2 2 3 3 3 4 3 4 1 4 1 3 1 4-1715-T 3 4 5 TT 5 5 3 5 MTG.RAIL _ C( 1 1„ N fwww.. DO.- xeuttbu' Dwv�ubc ••. STAT OF J.J. 10/07111 0 NO CHMGES 7HIS SHEET ANCHORAGE SPACING,CUSTOM VIEW R 7070TECHNOLOOYDRIVE _ i�T •'•.FLORIOP:•'• (j;� AR. 04/01111 C NO CHMOES 7H/S SHEET NOKOMIS,FL 34276 i • •• �- ALUM.SINGLE HUNG WINDOW,IMPACT �'�;5,`SIONAL �� F.K. 11/13/06 B ADD OPMAK.WHEREANCHORQ7YISRESTR/CTEDBYSIZE. P.0.69%1620 A� rn.vr'. ww cy; NOKOMIS,FL 34274 VWbly Better e.I.M1�.e "" ° Dirb°M° "'" A.LYNN MILLLk,P.E. F.K. 7/29/05 JJ 2/2507 SH700 NTS 10 a 11 4040-20 FL P.E.#58705 EXTERIOR INTERIOR ®NOTES: 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY ALL HEAD AND SILL DETAILS) APPROVED 1/4"ELCO TAPCONS OR 1/4"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ® CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 13/4". 3.35 KSI MIN.CONCRETE (SEE NOTE 1&3),& 2x WOOD BUCKWOOD ANCHOR 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5)OR ®(SEE NOTE 4) (SEE NOTE 2&3)® 1/4"SS4 CRETE-FLEX. 3.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE 412 TRIMFIT HEADS. e 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE ►• •1 3/8..MIN.,114 TAPCON TOTAL THICKNESS IS LESS THAN 11/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE •1.3/4"MIN.,114"CRETE-FLEX INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 11/2" OPTIONAL 1x o MSN"® THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE WOOD BUCK _L_ ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. (SEE NOTE 4) 5.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 1/4" 1/4" 8063-T5 AND A MINIMUM OF 1/8"THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE M/�(, OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHIM S IH SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET DETAIL A DETAIL B METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS TYPICAL FLANGED HEAD ANCHORAGE MAYBE USED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN 1 1/4" 1 3/8"® MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 1/4"MAX SHIM MIN:. 1/4"MAX.SHIM MIN. 6.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT :�o•. O WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION,SECTION 2003.8.4(SUPPLEMENT 2006). CONCRETE ANCHOR, WOOD ANCHOR, FH BELOW MEETING FH BELOW MEETING® RAIL.(SEE NOTE 1&3),& RAIL.(SEE NOTE 2&3) _ 3.35 KSI MIN.CONCRETE INTERIOR OR 1.5 KSI MIN.CMU (ALL JAMB DETAILS) EXTERIOR 1x BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK SUBSTRATE(SEE NOTE 4)® (SEE NOTE 4)® DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" MAX. I�— SHIM WOOD FRAME MAX. OSHIM RODUCTREVISED WOOD FRAME as eomplyiog with the Florida Buitdin�u.,C!n.Cade `� .131"DIA.MIN. F") Accept x 21/2"NAIL, Expt ate O/�p .131"DIA.MIN. hnn AT CORNERS x 2112"NAIL, AND 5"O.C. Miami AT CORNERS WOOD FRAME AND 6"O.C. 111111 131"DIA.MIN. M/AX x21/2"NAIL, O \`�\��(LYNN SHIM AT CORNERS �Q�.•�\pBN3t '•. Q AND W O.C. : DETAIL F,(HEAD) DETAIL E,(JAMB) DETAIL G,(SILL) _-k 141-55705 TYPICAL INTEGRAL FIN ANCHORAGE ® = w Trower o.a RMGc �% rell, J.J. 10/O7/ff D NO CHANGE37H/98HEE'T •, T 1070TECHNOLOOYDRIVE ANCHORAGE DETAILS ';O,r'••.,FL09\0"*' J.R. 04/01/1 f a C NO CHANGES 7Hf3 SHEET NOKOMIs,IOM'27g P T' ��i�sS/ON A�- ' ADDINTEGRALfl ANC ORAOEUPDATE&REORDERNOTEB. p•O.gO%tc2e �— ALUM.SINGLE HUNG WINDOW,IMPACT �,, �� FX. 1!/19/08 B ADD NOTES 7.UPDATE CONCRETEEMBED MENTDIM. 6.,. ears• en., an ytrn n"" A.LYNh1MILLk,P.E. o,u 'j. mm NOKOMItl,FL 3 274 V/sfbly Better l:K 8/1/09 �� ?/23/07 8M00 NTS 11 w 11 404020 0 FL P.E.#68705 M IAM I•DADE WTIANn--DADE COUNTY,FLORIDA C PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE AD1I1NIISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) vmv.minmidnde.sov/ccoriomy 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 ager 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"PGT"CIipped 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 lwith 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 be cause for termination and removal ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. . This NOA revises NOA No. 13-0815.05 and consists of this page 1 and evidence pages E-1 and E-2, as. well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. NOA No. 14-1105.01 QMIAMMI DADS MM=i gra Expiration Date: May 26,2016 •�^',1 Approval Date: February 12,2015 2'�iEs Page 1 i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Sub»>itted under previous NOA No. 10-0819.05) 2.' Drawing No. 6300JR,titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25, prepared by maniifacturer, 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 NDA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and with FBC 51h Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with the FBC 5th Edition (2014),dated 11/03/14,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, conformance to and complying with the FBC 2010, dated 06/06/i 1,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. r� ainte D.Gasco-li,P.E. Product Control Section Supervisor NOA No.14-1105.01 Expiration Date: Way 26,2016 Approval Date: February 12,2015 1;-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTEVUED) 4. Laboratory addendum letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab,Inc., dated 05/05/11,signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 11-0922.01) 5. Laboratory compliance letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab, Inc.,dated 02/28/11,signed and sealed by Marlin D. Brinson,P. E. (Submitted under previous NOA No. 11-0922.01) 6. Proposal No. 10-1070-R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq I. Chanda,P.E.,Product Control Examiner. (Sttbfiutted under previous NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 13-0815.05, issued to PGT Industries, Inc. for their "PGT Series Aluminum Clipped Mullion-L.M.I.",approved on 11/31/13 and expiring on 05/26/16. Jaime D.Gascon,Y.E. Product Control Section Stipervisor NOA No.14-1105.0 Expiration Date: May 26,2016 Approval Date: February 12,2015 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACTOR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE ® A MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BYAN 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 ��,,tt FIGURE 1: ELEVATIONS....._........................1i oo F MULTIPLE FOPENING WIDTH FOR VERTICALMULL ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULLT02X WOOD..........._......_...2 o a p'{ MULLIONS / INSCRIBED INSIDE HAVE BEEN TESTED AS"FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL MULLTO 1X&MASONRY.............2 = 0 SEE DETAILS RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. INSTALLATION NOTES...._.............2 d Ail)Eli. SHAPE MULL TO MASONRY........._.,_........3 SHEETS 23 MULL TO STEEL STUD........._._.....3 N I w 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL_.................__..._..3 m DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN LI160.THE 1/3 STRESS INCREASE WAS NOT USED ANCHOR SPECS......_._._...-..........3 IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE CUPS.._._-.-.........4 Z BAY MULL INSTALLATION,..__...,._4 0 F-• 1 X 2 X.126 MULL SPECS_..__....._6 --t 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESEX.376 W INSTRUCTIONS. 1X275X.37ULLSPEPECS...._ 7 1 1X2.76X.376 MULL SPECS._..__7 m0 co SEE DETAILS / II/ / III /111 iX2.76XJi5 MULLSPECS.__....._e ATHRU G• V 5)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 O p SHEETS 2.3 I i I __ i \SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.126 MULL SPECS.......__._.10 F:. M 1 I ATHRU G;2-3 ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1X4X.376TUBE MULL SPECS.-11 F-. Q tD SHEETS OPENING PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1 X 4 X.376 T MULL SPECS.._._II J 1.26 X 3.168 X.285 MULL SPECS 12 ��• HEIGHT 1.26 X 3.26 X.100 MULL SPECS 13 Z W �• MULL 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUNDUP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.26 X 3.26 X.624 MULLSPECS_._14 Z g FOR g LENGTH HORIZONTAL 1.25 X 3.94 X.624 MULL SPECS.._.15 � Z MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 X.26 MULL SPECS_-_--16 SEEDE7AIL E, 2 X 6 X.25 MULL SPECS._.._....._.17 J �� SHEET3 BE ANCHORED PROPERLY TO TRANSFER LOADS 70 THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT Q AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 1.28 X 2,11 X.126 MULL SPECS 18 H REACTIONS. 3D'X3.25BAYMULLSPECS_.._...10 Z O Z N p 45'X 325 BAY MULL SPECS_._....20 a z MULLION&CLIP DIMENSIONS......21.23 ��eo FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NOA'S;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION; EXAMPLES 1&2............,..............7A (q �� S B PRODUCTS MAY ADM-ALUMINUM DESIGN MANUAL BE OF ANY TYPE. LOADING EXAMPLES....................25 (n MUST 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING MANUFACTURED Z (13 BY PGT. CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH U UJ Q PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Q �7 Z OQ D U) (n SEE DErAns 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ h r G,H; HORIZIONTAL SHEETS 23 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING LENGTH HORIZONTAL WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NCA 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 26 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR'TRUV4GULAR/TRAPEZOIDAL'. PRODUUFR13VISED MULLION CAPACITY�BSIFP)FROM TABLES 1A THROUGH 10A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING a+fOOWIYm9 wtlh 1ha Flor(d4 �LCM-I.1GTH� rOPENINO WIDTH�I I^HORIZ.MULL LENGTH--1 4)FIND THE CHOSEN MULLION'S BUBdIeg OOd� THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE AuocppmlcoNo � OS.• // MULLION CAPACITY"SIFPIFPI OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FT2)FOR THE OPENING OBTAINED IN f� OPENING STEP 1). HEIGHT Nleml 4d0 PrOdUat Co41i // FOR 5)FROM THE SAME TABLE USED INSTEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE HEI / LENGTH Y �/ HOR2 VERT, REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. f� MULL LENGTH 11111 IJ III,,. L L L I6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE ��gNON NIV ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR P: ..ICENS� (�� CAPACITY IS MET. OPENING WIDiN _� No.58705 SINGLE MULLION SINGLE MULLION FOR VERTICALAIULL 7)IF THE MULLION CAPACITY(LBS/FPI OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE PRESSURE REQUIREMENT(IBSIFT'1 FORTHE ' OPENINGWIDTH VERTICAL FOR VERTIOPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS =-0 CAL MULL VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE :�S SEE CORRESPONDING DETAILS MULTIPLE MULLIONS O'• � � �- FROM FIGURE 1 ABOVE. 8)VERIFY THE DESIGN PRESSURE RATING(LBSIFT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION ��'•. ,I, 17E CAPACITY(LBSIFT')OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATIONS ��RIDA,,.•'•C1�� PRODUCT ASSEMBLY. 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FORA PERMIT. A.LYN�MILti��,P.E. FL P.E.#58705 ® v DETAIL A: DETAIL B: MGLL+DNo o MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X BUCKSTRIP TYP.ANCHOR. Y OR WOOD FRAMING WOOD BUCK AND MASONRY AND APER SUBSTRATE, (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) ev oTfHLEns SEE SEE TABLES 111-185 SEE NOTE 1, fV I MULLION I SHEET 1. $ m z B I I SEESHEETS ° b I MIN 2.7 KSI EDGE 0 E ITHERTHE I I I 21-23 FORHOLE d I I CONCRETEORCMU- i• I DISTANCE, J W STANDARD 0" e I LOCATIONS I I I----�FSEE SEE TABLES a EDGE o 1 I EDGE DISTANCE 18-188 I DISTANCE m a I e FOR MASONRY W Q D 0 d I II FOR WOOD I I ANCHORS m O H ° e SCREWS �60•MAX FOR °°d e + I SIDE VIEW z c') 0 ALL MULLIONS d ~ 0 J d e ' e EITHER THE .27 ° STANDARD OR 7 U i �j` d° OFFSET MULL Z d e CLIP MAV BE W ° d INSTALLED BY d EXTERIOR ° THISLIBTNOD. J <n Z .a EDGE Q Z _ e} ° ° d DISTANCE 4 e ° F FOR Z Z Q T p ° e MASONRY ° O N z- THEOFFSETCLIPl3 ANCHORS fQ-• FUZ � O ° RECOMMENDEDFOR ° g EXTERIOR e dFIN-FRAMED m WINDOWS,BUT MAY W J ALSOBE USED FOR F 2 Y OTHER FRAME TYPES. _�� z�0 TYP.ANCHOR 7YP.ANCHOR g� TYP.ANCHOR PER SUBSTRATE, PER SUBSTRATE, PER SUBSTRATE, SEE TABLES 18.168 SEE TABLES 1B-168 SEE TABLES 1B•188 EOGEfEND DISTANCE BUCKSTRIP SEE TABLES AND EMBED BUCKSTRIP 18.188 T ., ATTACHMENT . AND EMBEDMEI Ni• BY OTHERS, ATTACHMENT SEE NOTE 1, BY OTHERS, .. •• SHEET I. SEE NOTES, SHEET 1. ' MIN 2.7 KSI CONCRETE OR CMU ' , •• PRODUCT REViSBD SIDE VIEW FRONT VIEW wwnyllylnSwith ftFlorida Bullding Cbdo FRONT VIEW A0ding ode 4 Da INSTALLATION NOTES: Miatnl ade Produel Contra 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION .��Y pNY LYNN ///z ONLY.ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE ��C�'lN. •""'••.'//( �i� CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE Q. UCEIYSF•,•!A, FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. NO.58705 >Y 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. -U ;Q• _ 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. `�O••, "S/ F S.;•�(r\ 6)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI•DADE COUNTYAPPROVEO ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. :�S F,�RIOP•,•''��` ASL'Y I I W E. FL P.E.#58705 DETAIL E: DETAIL C: -I .12V MIN. MULLION TO MULLION MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES: MASONRY STRUCTURE MULLION (U-CLIP) �� 0 < (STANDARD CLIP SHOWN 1 INTERSMAY BEECTIONS.IONS.LED IN'TEE'OR-CROSS' oe o INTERSECTIONS. �y VARIES oye i U 2)MAYBE INSTALLED HORIZONTALLY TYP.ANCHOR (SHOWN)OR VERTICALLY. N ERHERTHE I I PER SUBSTRATE, STANDARD OR I I SEE TABLES IB-13e L 3)SEE U-CLIP DRAWINGS,SHEETS 21.23 's im OFFSET MULL I FOR CORRESPONDING MULLION. CLIPMAYBE I� I j EDGE DISTANCE TOP VIEW MUWON ZOO INSTALLED BY i FOR MASONRY -{.--� _j THIS METHOD. I I ANCHORS VARIES J 412 STEEL SCREWS, I I I SELF•DRILLING OR PREDRILL a A 1n e ` MULLION AND USE SMS a 7 1n EXTERIOR d' d 19 � MULLION O J e —THE—OFFSET CUP IS EDGE DISTANCE RECOMMENDED FOR Z U FOR MASONRY m ANCHORS FIN-FRWINDOWS, BUT LINTERSECTION $g e ALSO BE USED MAY U-CLIP p ALSO BE USED FOR o v 8' n OTHER FRAME TYPES. EXTERIOR Q Z -Z TYP.ANCHOR 'd i•" � � PER SUBSTRATE, d Q N O SEE TABLES 104313 • Q TYP.ANCHOR SEE SHEETS LELO LOCATIONS BUCKSTRIP FOR PER SUBSTRATE, HOLE LOCATIONS ANO SEE TABLES IB-13B FRONT VIEW EDGE W J ATTACHMENT DISTANCET w „ .... BYOTHERS. SEE TABLES SEE NOTE 1, 16.138 EMBEDMENT SHEET I. Q,Z Q O O Z• ••• e .. .• •_• � DISTANCE_ 6O SO MIN 2.7 KSI CONCRETE OR CMU SEE TABLES SIDE VIEW D=m MIN 2,7 KSI CONCRETE OR CMU 113.138 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 A PERSUBSTRATE, \ SEE TABLES 113-138 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION a RODUCI'RBVISBD ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE SEE SHEETS ® mwrnnlying lYhh the Plocida 21-23 FOR oldingCode _ CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE captmtooN0, FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED. LocATIONS Dete 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. •.` \` MULLION ® -- liami ade Pto- 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. 11111 6)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED -7EDGE DISTANCE NY LY/y ELCOULTRACONORELCO1/4'S.S.AGGREGATOR MASONRY ANCHORS. FO RSTEEL STUDS THINNERTHAN SEE TABLESa•�NO �� FRONT VIEW IBGAANDCOMPLNNTWITHTHEFLBUILDING 18.138 Q .' LICENS�•,((��i CODE,A 2X WOOO BACKER MUST USED. :• ATTACHMENT BY OTHERS, ll::� No.58705 EXTERIOR USE WOOD ANCHORSPECS SIDE VIEW — NOTES: --u 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD ,0 -RIN 37 1'E p ANCHOR VALUES MAY BE USED. :�s•'•:c�ORIDA-,.•'�� 2)SEE CORRESPONDING MULLION TABLES, SHEETS 5.20,FOR QUANTITY OF SCREWS. A.TLYNN- ll!Llk ,P.E. FL P.E.#58705 v DETAIL F: DETAIL G: DETAIL H: FIELD-MODIFIED MULLION,CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION g�� Q (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) ' o a SE 2AND ANAILS D 3 FOR INSTALLATION SHHEETTSS2 A 3 30.OR45' �+ TO SPECIFIC SUBSTRATES. BAY MULL MULLION N'B 10 F O O Z7� FW W O O O O O O 0 0 W O O TOP VIEWIt y SIDE VIEW I LU V o O SHOWN WITH I'X4'X.126' TOP VIEW I I m C) I- MULLION I I z U) I I TYP.ANCHOR EXTERIOR i I I I �PERSUBSTRATE. V o m C5 I I SEE TABLES 168 OR 169 z z STANDARDMULLIONCUP TYP.ANCHOR I I ; of �PERSUBSTRATE, EXTERIOR Z CODIFlEDTO FR FIELD 1 CD I I z "T I SEE TABLES/B-14B CONDITIONS. I 1I I I j I I I I I ' 2•X6'ANGLE CLIP, z Q p I I I 2 PER MULLION ENO,MUST BE N r. MULLION j I I , INSTALLED INSIDE OF BAYMULL Z F.. r O ct) S2 I I 2•XLECU5' I-•' (n I I I ANGLE CLIP, I-•' � 2PER MUWON END, V z Z O I I I MUST BE INSTALLED Q.- O I I INSIDEOF MULL. � .O 05 I TYRANCHOR PER SUBSTRATE. SEE TABLES 1B-14B INTO WOOD, !� STEEL,ALUM INTOWOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED IN-FIELD. + EXTERIOR WOE. O PR SPGaDx3l R -(R--' ` BWODUCrRRVJSBD IdI P ppdp�Ihe Florida m m INTOWOOD,STEEL, 1 O A�Cpffit[q t 5.01® ® ALUM,CMU OR MASONRY 1 EDGE H DISTANCE Mand Dada Product Contiol PER ANCHOR DIST TEDGANCE F �---� PERANCHOR NOTES FOR INSTALLATION OPTION O 8 H. ;�� -��0 ' G ...... �ICEN F` 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. 'P NOTES FOR INSTALLATION OPTIONS F: x' No.58705 x 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X 2.11'X.125'MULLION. 2)DETAIL G:SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE - LOCATIONS. 2)SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE LOCATIONS. .'fl ••, S A 3)DETAIL H:SEE TABLES 159 OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE ;0 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. %��C` •.P40RIOP..•' ��,� ONAL IE�.�. A.LYN{IILLER,P.E. FL P.E.#58705 TABLE 1Ah (� Mullion Capaolty Table Ibef e Opening Width(for vertIcalVsperining mullions)or Opening Haight(forhorizontaV-spanning mullions) 501. 601n 701n 80N 90 In I IN In 1201n 140 In 1601, 0 Rectangular Treprrdang. Rectangular Veumang. Reclangl TmrJidang. Rectangular Tmprrdeng. Rectangular Treprrdaag. Rectangular TrspIrdeng. Rectangular TrapRdarBf. Rectan9dar Trs"Ang. Rectengulor Tmprldeng. 1%2X.126 Loedng Loading Loading Loading Loa&ng Lon ng Loading Loedng Loading Loading Lee.. Loedn9 Loedirg Loedeg Loading Leadn9 Loedn9 Loadn9 c Alum.TubeA A L B b P 7'a Mullion s 04 z � m 42 In 111.9 408 128.6 332 93.2 408 116.6 325 1 79.8 1 405 1 107.6 321 69.9 408 104.4 319 62.1 408 104.0 319 65,9 1 408 100.0 319 48.6 408 104.0 319 39.9 1 408 104.0 319 35.0 408 104.01 318 j O UJW 48 N 74.9 312 83.6 268 62.4 312 73A 252 63.6 312 1 67.0 248 48.8 312 1 87,2 248 41.8 312 81.3 244 37.6 312 61.0 244311.2 312 61.0 244 26.8 312 61.0 244 23.4 312 81.0 244 2 60.826 In 83.9 281 1 70.8 1 234 1 63.2 281 81.6 22845.8 261 65.7 224 39.9 281 52.1 222 35,6 281 60.1 220 31.9 281 49.3 219 28.8 281 49.3 218 228 201 49.3 219 20.0 281 49.3 2f9 LU 'o$ O c641n 628 247 57.5 207 43.8 247 49.8 202 37.6 247 44.8 199 32,9 247 41.6 198 29.2 247 39.4 194 28.3 247 38.4 193 21.0 247 36.1 193 19.8 247 38.1 193 116.4 247 38.1 193 m M H 60 In 30.4 200 41.2 170 720 200 35.4 168 27.4 200 31.6 163 24.0 200 28.9 160 21.3 200 27.1 169 18.2 200 25.9 157 16.0 200 26.0 ISO � CID U) ? 63 In 33.1 161 35.3 155 27.6 181 30,3 152 23.7 161 26.9 149 20.7 181 24.5 14818.4 IBI 22.0 1M 110.8 181 211.7 143 ? m .Y 661n 28.8 185 30.8 142 24.0 165 26.1 139 20.0 105 23.1 136 18.0 165 21.0 134 Z 72 N 22.2 139 23.3 120 18.6 139 19.9 118 16.9 139 17.5 118 :R W 78In 18.9 126 10.7 109 16.7 125 16.8 107 J 78In 17A 118 10.2 104' tt Z 7 Q N O TABLE I6 ANCHOR CAPACITY ADJUSTMENT FORMULA: 1.- 2 90 AnohorCa aol Table Ibe ` LO ao u� 9ubalmta 23k Cone 3.5k cone. HonoWCMU Filled CMU PTWood Melo! (DP_)X/ANCHORCAP.,,e,,,,,,/'ANCHORCAP.- � r� 5118'Eico V4'68 Eko 6118'Elan 1/4'88 Eke 010 8leel 0112 Steel 012611d \MULLION CAP.,,a,,,,, W Anehar Type: 3116'Eke Ultmcon 114'Eko Ultmeon VII Eko Ultraeon 114•Eko UlOacan X AnchorCllp Patterns Ultracon A1rore0otor UOrscon A9gmGela semv(OSI sereW(G5) Screw(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR X N Edea Olslerroe(m7 1• 2.12' I' 2.12' 3-vw 1• 2.12• 1• 2-ire r 3418' 2' 0.48' 094' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN U Q Embednenl M 13'4• 1314• 1.34- I74- r 1.1/4' 1-11/4' 1-1114' 1.114' 1-114' 1-1/4' r 1416' 14W wdo$ ACTUAL PRESSURE REQUIREMENT FOR THE a � Z � � 2 AtxMrs6i14.76'61N.O.C./6mnderd or OHed Olp(Fq.17. 300169 390[be 4501b5 8801106 1644 The 270 lbs 280 line 354106 NOW 374lb. Gm 646 ms 341 On. 442166 5801b OPENING,WHEN IT IS LOWER THAN THE MULLION 4Anchors @1.16•Min.O.C.I Slandard(w OOse!)Clip(Fig.2): 4801bs 700 lbs WA WA WA N/A 380lbs WA WA WA WA WA 602 lbs .885 Me 1f201bs CAPACITY(FROM THE TABLE)OF THE SELECTED 0m� 4 Arwh aQYMIn 0.111(2)2a5 Angle Clips I(Fig.3): 780 lbs ?80 lbs McIbs 1560 lbs 1896 ros 540 Lbs 560 lb. WA 760Ibs 7481be am[be 1892@6 602 lbs 11201ba MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Arch m®0.45•Min.O.C.I U{1Ip,Info.125'Alum.(Fig.4k WA WA WA WA WA WA WA WA WA WA WA WA WA 715 ros CAPACITY WHICH MAY BE USED TO QUALIFY 1Anctcr/F1:ep(Fq.b} 1165 Bn 1951W 225 lbs 445M 622166 135 lb, 1401Ds 1177 ros 370 Jos 187 The 332166 4731b. no 15a J§ft 2801bs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors 441.15'MIn-O.CJ Fillp(Fp.Op 240lbs 350 lb, WA WA WA WA tea Ina WA WA WA WA WA 341 lbs 560 IN; ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. J FIGURE 1: FIGURE 2: TABLE NOTES: PR DUCT RRVISBD • 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. °9 cotNlh'16815ith Ib::F)orilla SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A0ott4plrstco 1140 �Q� etc 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. - �o FIGURE 3: Nlemi adePro u9lControi 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' �L FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I( LYNIV ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '125• : ��ON• •.,?1j� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED ��'• t'tOCNSF '•�F.p FIGURE 4: FIGURES: FIGURES: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8083-T5 AND BE A MINIMUM OF.125' No,58705 • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045-THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1•X 2'X.125•MULLION - : s - 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,16-8 S.S.OR 410 S.S. %0p.'-'40RIDII �'J%S'0NAL E�G`• t A.LYN('JULLVR,P.E. FL P.E.#58705 TABLE 2A ® 1414 Mullion Capacity Table Ibslit' Opening Width(for verlicallyspardi g mullions)or 0pening Height(for hgdzordally-sparring mullions) 6019 6o In 701n 801n 001n 1001n 1201n 1401. 1601n IN, Rectangular Tra O p/7dang. Rectangular Trep/idarg Reolmguiar TnapTBarg. Rectangular TrapRdarg. Rectergular TmpRdang. Rectangular Trep/Tdarg. Rmlenguiar TrspRdeng. Reclaryular TmpRnare. Rectangular Trap/73eng 1 x 2 x.376 Leading leading Loading L.aadlm Loading Leading Loading Loading Wading 'Loading Loading loading leading Loading Loading Leading Loading Loading o Alum.Tube g g gYel Mullion LO N g g z � m 421n 170.0 620 170.0 435 151.3 682 170.0 478 129.7 662 170.0 008 113.6 6022 169.5 518 1048 802 18&11 517 90.B. 662 1688 617 76.7 682 16119 517 648 682 16119 517 611.7 662 1888 517 481. 721.8 607 138.0 419 101.4 607 11112 410 86.8 1,07 108.7 403 780 607 1028 399 878 607 89.8 397 60.8 507 980 398 50.7 607 99.0 398 43.4 607 88.0 396 3110 W7 99.0 398 60.626 In 103.7 456 1148 370 86.4 456 89.8 371 74.1 458 90.6 364 64.8 456 84.0 360 67.8 458 81.3 357 51.8 450 80.0 3511 43.2 456 80.0 356 37.0 456 80.0 359 324 456 80.0 356 Of 541n 85.4 400 93.3 338 71.2 400 80.9 328 81.0 400 72.7 322 53.4 400 87.3 318 47.5 400 64.0 315 427 400 623 314 388 400 61.8 313 30.6 400 61.8 313 26.7 400 61.8 313 m 00 so In 623 324 66.9 276 51.9 324 57.5 270 44.6 324 51.2 264 38.9 324 46.0 260 34.6 324 43.9 257 31.1 324 420 255 26.0 324 40.5 253 222 324 485 253 19.5 324 40.5 253 7 J 6313 630 204 67.4 252 448 294 49.2I 384 294 43.8 241 338 2S4 39.6 237 29.9 281 37.1 234 26.9 284 362 232 224 284 33.6 230 19.2 294 33.4 230 16.6 294 33.4 230 2 J 6813 41111 2611 49.8 230 39.0 268 424334 2611 37.6 221 29.2 268 34.7 218 280 288 31.8 216 23.4 268 29.8 212 18.6 268 280 210 187 268 27.7 209 14.8 268 27.7 209 721n 380 225 37.9 196 30.0 225 322287 225 28.4 166 226 225 25.6 185 20.0 226 23.5 182 18.0 225 221 180 15.0 225 20.3 177 129 226 19.6 176 11.3 225 19.6 176 W P IL 711 In 30.8 202 320 177 2&5T-2021-21.221.8 202 23.8 170 711.2 202 21.5 1W 77.0 202 18.7 7115 163 202 ifl4 163 128 202 111.7 180 10.9 202 168 168 9.8 202 1611 1611 � � KZ 781. 28.3 152 29.6 168 216 192 25.1242 192 220 182 17.7 192 18.7 159 167 192 181 157 14.2 191 1118 155 11.8 182 16.2 152 10.1 192 74.4 15/1 88 1112C)001n 18.5 144 18.0 128 164 141 18.1 Z � Q N p 961n 16.2 127 15.8 113 N Z 4b 0 tq9 g0 d� TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA; (q 4? Anchor Capacity Table lbs ANCHOR CAP.,,,,,,-. W X Subslrsle: 23k Cmoreto 15k Caro. HoOow CMU Filed CMU 52 PT Wood MBlel (DP,)X( )=ANCHOR CAP.,,, IN 5110'Elm 1/4'SSEIm 511WEloo 114-SS Elm 0109Ice1 912 Steel Y1281ed MULLION CAP.,K,,,,� ? Arohor Type: 3116'Elm Ultmcon 119'Eko Uluecm 3116'Elm U3mcon 1/4'Elm Ulirscm (,) X Q R. AnchorCllpPattems ultrscm AggrsGalor Ulbamn AggreGstor screw(C a5)sc3.r(G5) Serew(G5) USE THIS FORMULA TO OBTAIN THE•ANCHOR Z p Edge Dislenoe Ont t• 2-Ire 1• 2-112' 3.1/8• 1• 2.02• 1' 2-Ire 2• 3&16• 2• 0.46' 0.54• 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN pa,' ,.�� EmRdmanl0nk 1-314• 1314• 1.314• 13/4• Y 1.114• 1.114• 1.1/4• 1.1l4- 1-1/4' 1-i/4' T 1318' 1318• lades ACTUAL PRESSURE REQUIREMENT FOR THE rG_ yy dEF' 2 Anahars Q 4.75'Mtn.O.C./SlorldaN or WWI alp(Flg.O: 3901bs 390 lbs 450 We 890lbe 1644 las 270 lbs 2801as 354 Me 740[be 37411,3 664 roe G40 lin 3111bs 4421bs 5601b3 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors @ 1.150 Mb.0.0.1 Standard("Olreau alp(FIg.2}. 480 Ibs 700 lb, WA WA NIA WA 380the WA N/A WA WA WA 682[be 895 lea 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 4A,4-Q 3*1011n.O.C./p)26M&alp./(Fla.3k 78D lbs 780 lea 680M 1500 lbs 1896[be 540 lea 560M WA 760[be 7481bs 880 lice 1892U 6821bs wsthe 11201bs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anchors®0.45'klln.O.C./U alp,Nto.125 1A 1 (Fig.4k WA WA WA WA NIA WA WA WA WA WA WA WA WA WA 7151be CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arohar/FCJtp(FIe•5k f851bs 1B51bs 225 LW 44510s 8221be 135Ib3 1401bs 1771be 370lbs I67lbs 332 ib) 473Ibs na Ibs 2zt Ibs 2Bo lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchwe 01.15'MIR.O.Cl F121p(Fg.6k 240[Da 350[be WA WA NIA WA 190 lbs WA WA WA WA WA 341 P. 4421&1 6801bs ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCPRBVissD FIGURE 1: FIGURE 2: TABLE NOTES- 0 d)>�)y hhth0Florida��--•• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. ttrpaatot6o Vim• SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000' 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. dlpm)�gde pro en•ontrol 1 FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. • 2.000' HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I �` ��N�(GENS ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED LFe 9 1 •375' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED = �4':• No.58705 ' FIGURE 4: FIGURE 6: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063•T6 AND BE A MINIMUM OF.125' =_ (� THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1'X 2•X.375'MULLION I�I� I�II •_ I� LEAST.125'THICKAND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND "0 - • ll__L�.� THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL.18-8 S.S.OR410 S.S. 0 %rgTE //I/ONAL A.LYNN MR.Y.rEtR,P.E. FL P.E.#58705 TABLE 3A h Mullion Capacity Table Ib91R2 Opening Width(for vertically-sparring mullions)or Opening Height(tor horizontally-sparring mullions) r!4� 601n 601n 701n 80 in 901n 1001n 120 In 1401n 1801. IN 1MTuullbioen X2.76% Reclen0ular TraprMe�g. Rectargder TrepTdang. Reclengltlar TrepRdeng. RecmnOular Tmplltleng. Rectangular Trep7lNmg, Reciengtlar Trop77darg. Rectmgular 7tepRdang. ReNerguler 7Fep/iderg. Rectengolar Trapl7Rang. Ian ,376Aium. loafing Loafing Laadng Loading Loadng Loaft Loadn$9 Loafing Loafing Leadno Loadag Laadng Londng Loadn$$g Loadng Loadng Loadng Loadng cY $ GOI x to04m 91 g m 21 91 � � � �I1,1211 �1 l III �� 1 1� � z �� 421. 170.0 620 170.0 435 170.0 7N 170.0 178 770,0 888 170.0 608 170.0 9B2 1]40 619 170.0 1118 170.0 621 170.0 1210 170.0 621 148.7 1301 170.0 621 127.8 1301 170.0 621 111.6 1301 170.0 621 48 N 170.0 708 170.0 524 170.0 850 170.0 S6! 170.0 902 170.0 630 170.0 1133 170.0 681 151.8 1139 170.0 1 677 138.6 1139 170.0 680 113.8 1139 170.0 600 97.6 1139 170.0 880 85A 1138 170.0 860 T 50.025 in 170.0 747 170.0 563 170.0 ass 170.0 611 167.8 1032 170,0 664 148.0 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170,0 756 97,9 1032 170.0 736 63.9 1032 170.0 756 73.4 1032 170.0 158 n 641n 170.0 707 170.0 812 161.3 007 170.0 691 138.2 907 181.7 730 120.9 907 152.5 720 107.5 907 145.0 714 96.6 007 141.1 710 80,8 007 140.0 700 69.1 907 140.0 709 60.6 007 140.0 709 m C3 601n 141.1 735 151.5 625 117.6 736 130.3 611 100.8 735 118.0 699 88.2 735 100.2 590 70A 735 09.5 603 10.6 735 95,1 578 58.8 735 81.8 574 60.4 735 91.8 574 44.1 735 91.8 674 Z ((D J 831. 121.8 668 130.0 670 107.8 666 111.6 657 87.0 668 99.8 617 78.2 668 90.1 638 61.7 868 63.9 531 60.9 666 79.8 528 80.8 668 76.8 621 45.5 1168 75.0 621 38.1, 668 76.8 621 J 7 661n 108.0 607 112.4 522 88.3 607 98.1 511 75.7 607 86.0 501 66.2 607 77.1 493 58.0 607 71.5 458 51.0 607 67.9 481 44.2 607 63.4 478 37.9 607 62.7 474 33.1 607 62.7 474 z d 721. 81.8 510 63.8 441 86.0 510 7J.0 451 58.3 510 84.3 428 51.0 610 1,7.9 419 46.4 1,10 W.3 413 10.8 610 60.0 LOB 34.0 510 45.8 102 20.2 St0 11.4 399 25.5 510 N.5 399 •� N 761n 69.4 458 72.5 400 57.8 455 81.7 382 49.6 458 54.1 385 43,4 458 48.6 378 38.6 458 44.6 373 34.7 458 41.6 386 28.9 458 37.7 382 24.8 458 38.0 359 21,7 458 35.7 358 J J Z 781n64.2 435 67.0 361 63,6 435 68.6 373 45.8 435 49.8 360 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 Q go In 41.8 327 43,1 200 34.8 327 30A 285 29.9 327 31.8 280 20.1 327 28,3 275 23.2 327 25.7 271 20.9 327 2J.7 288 17.{ 327 21.0 262 14.8 327 19.3 268 Q Z N 061n 34A 287 35A 257 28,7 287 29.8 252 24,6 287 28.0 248 21.6 287 23.1 244 18.1287 20.9 240 17.2 287 19.3 237 14A 207 16.9 232 F (1 O � 1081. 24.2 221 24.7 205 20.2 227 20.8 201 17.3 227 18.0 198 16.1 227 18.0 195 x � 1111. 22.3 216 22.7 184 10.6 215 19.1 1B1 158 215 18.8 fee Y Y EL 1201. 17.8 161 17.9 1B7 F... x TABLE 3B QQ O O ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacltv Table ba ANCHORCAP.,,a,,,,, �_$ m0 s:0 9ubffmlo'. 2.7k Concrele 3.5k Conn. Hou-CMU Feted CMU PTWood Metal (DP e)X( )=ANCHOR CAP.,® �00d' MULLION CAP.,,,,,,,,,, 5118`Eko 1/4'39 Eko 511W Eloo I(V S9 Eko 610 91881 812 Steel 612 Steel � � Anchor Clip Patterns Anetror Type: 3Ii6•ElcoUl9acon tl4'l7co Ullman Ullman 31i8•Ekoullrecon 1/4•Eke uluacm AggmOelor Unmwn Agg.Gakr 8cwN(G5)Semw(G5) Ser-(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge 01stenca On 1' 2-11W 1' 2-irr 3-118• 1' 2-11r I• 244 2• 3418• 21 0.48• o.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embednml pnp VWV 1314' 1314' 1.914' 7 1.114• 14/4' 1-1145 1.114' 1.1/4' 1.1/4' 2' I-We, I-W wiles ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchom@ 4.75'Min.O.C./Standard er Oasel alp(Fig.It 390 WS_ 390lba 450 lbs 890 The 1644 lbs 270 lbs 280 lbs 354 lbs 740 ks 374 The 664 lbs 046 lb, 341 lb. 442 lb, Wolbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anehom®1.15-MIn.O.O./SlaMmd(or06se1)Cgp(Fig,21: 460M 700 lb. WA WA WA WA 3801bs WA WA WA WA WA 692Iba 885 Ito 112o IW CAPACITY(FROM THE TABLE)OF THE SELECTED 4 ANIWS cp 3'Min.O.C.1(2)275 Anpk COpa!(Flp.3): 7B0Ibs 780 In. 680 lbs 1560lbs 1896 Ns 54011,3 560 lbs WA 760 lbs _748 Ito 8801bs 1892 lb, 682 Ion 885 lbs 1120 Lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Aroh m®OAV MIn.O.C.1 U421p.Inlo.125'Alum.(FIg.4): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 7151W CAPACITY WHICH MAY BE USED TO QUALIFY lAmhorIF-CUP(R9.5k1 105 @3 1951bs 225 lbs 445 lbs 822 We 135 W 140169 177 lbs 370 lbs 787 The 1 3!2 lbs 1 473 lbs 77010.9 22111,8 280 W ADDITIONAL ANCHOR OPTIONS FROM THE 2Ancham @ 1.15'Mln.O.C!F471p(Flo.0): 24OW 350 In. WA NIA WA NA 100 lb, WA WA WA WA WA 341 lbs 4421bs 5601Ds ANCHOR CAPACITY TABLE, NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. ODUCPRBVISBD on with the Florida uIlding 4wep9mlcc N0-.L FIGURE 1: FIGURE 2: TABLE NOTES: 476to 4� • • • • --I 1.000' � 1 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. slfamf ado Product Control SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ,........ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' Or '•,F.fa HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 1A No.58705 '>T 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" 'Kr /Z-`� lu; YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6083.75 AND BE A MINIMUM OF.125' Q S'ATE OF 7(/ • THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK18 GAUGE).STRUCTURAL STEEL TO BEAT THICK(18 1'X 2.75'X.375•MULLION i (L` '•.<ORIO.,.•'•G\ • O O LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND i Sip/ •••••• ��.� THE MATERIAL.#10$#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 7rr ANAL 1,A`�� A.LYNN/MIlLEE},P.E. FL P.E.#58705 TABLE 4A Mullion Capitally Table Ibsfle) u, Open Ing Wldlh(for veNcaly-spamilg m iliorn)or Opening Height(for h9tnnrdefyspanni g mtillons) C x� So In 601n 70 in 801n 901. 1001. 1201n 1401n 160 in O Rectangular TrLo/7dmy. Rectangular TreplTrlang. Reclmgttiaz Tr deng. Recta.der Tre den. Reclan Iw 7repfmwg lid 1X2.76% Loa 9 oa g gu o.(Fng. RLmdngar TrLoacrmll RWdiniw hL,,,',ng, Rectangular Trep/7dang. Rectangular TrLosolnn. Loading Loafing Loafing Loadn9 .Loafing Loafing Lowing Loading Loading Loafing LoadnB Loading Loading Loafing Loafing LoadnB Loafing Loadng9 .860A1um, .. .. .. .. ,.. a.. � g� 2! Tuba - 41 n Mulllon g Bg 1a g �. �. lag B a a co a� s;$ a Is s� e- 1$ �� m ti� a °s Is e� §� $ e � ` � '� s iI gI s �rc g a� z "COm lr-n sc a: 211 m �o �c sc d`•K rc rc 6:c to 4o �c z 111 421n 170.0 620 170.0 435 170.0 744 170.0 478 170,0 868 170.0 508 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1486 170.0 521 158.7 1020 170.0 621 138.0 1820 170.0 521 J W 481n 170.0 708 170.0 624 1170.0 1150 170.0 6" 170.0 902 170.0 630 170.0 1133 170.0 001 170.0 1275 170.0 077 170.0 1417 170.0 SBO 141.7 1417 170.0 880 121.5 1417 170.0 680 100.3 1417 170.0 No 7 m co2 50.625 In 170.0 747 170.0 581 1170.0 896 170.0 631 170.0 1048 170.0 684 170.0 1185 170.0 723 INA 1288 170.0 747 146.3 1260 170.01 758 121.9 1286 170.0 768 104.51 1288 170,0 758 91A 1288 170.0 758 W 0 0 641n 170.0 797 170.0 gig 170.0 958 170.0 691 170.0 1118 170.0 754 150.7 1130 170,0 803 1133.9 1130 170.0 037 120.8 1130 170.0 656 100.5 1130 170.0 861 80.1 1130 170.0 881 75.3 1130 170.0 081 m co 601n 170.0 885 170.0 70f 148.5 915 162.3 781 125.5 015 144.5 748 109.9 915 132.3 735 97.6 916 123.9 726 87.9 015 118,5 720 73.2 915 114.4 715 02.6 915 114A 716 54,9 016 114.4 715 F � J 63 In 161.6 630 181.9 710 120.5 830 136.9 694 108.5 830 123.2 681 84.9 830 112.2 670 84.4 830 104.0 662 75.9 830 98.4 658 03.3 830 00.5 849 54.2 830 94.1• 048 47.4 830 94.1 649 (� 7 60 In 132.1 767 140.0 050 110.0 757 119.8 038 94.3 757 105.9 624 02.6 767 96.1 614 73.4 757 89.1 808 We 767 84.2 600 1 55.0 757 79.0 593 47.2 767 78.2 591 41.3 751 78.2 591 Z 5- e 8 j 721n 101.7 638 108.8 $52 84.8 636 01.0 610 72.7 638 80.1 530 03.6 838 72.2 521 56.5 630 1 80.5 514 60.9 gag 02.3 508 42.4 630 57.2 500 38.3 638 55.3 497 31.8 638 55.2 497 J Jaz 761. 88.5 571 90.4 408 72.1 571 78.6 488 6.r 571 67A 479 51.1 571 80.6 471 48.0 571 55.5 464 43.2 571 51.8 459 38.0 571 47.0 451 30.9 611 44.8 447 27.0 571 44.5 448 78 In 80.0 542 83.4 474 66.7 542 70.8 465 57.1 542 62.1 456 50.0 542 $5.1 449 44.4 $12 51.0 442 40.0 642 47.5 437 33.3 $42 42.0 428 28.0 542 40.0 425 25.0 542 40.1 423 IZ••• Q N C 901n 62.1 407 63.7 381 43.4 407 45A 355 37.2 407 39.8 349 32.6 407 35.3 343 28.9 140732A.13M26.0 407 29.6 334 21.7 407 26.1 327 18.8 407 24.1 322 16.3 407 23.0 319 Q z DB In 42.9 358 M.1 320 35.8 358 37.2 314 30.7 358 J2,4 306 28.0 358 26.8 J01 21.8 21.5 358 24.0 290 17.1 356 21.0 289 15.3 358 102 284 y X61081n 30.1 283 3D.8 255 25.1 283 25.9 251 21.5 231 22,5 247 18.8 283 19.9 211 137 16.1 283 18.5 237 W1111. 27.6 201 28.3 242 23.1 287 23.8 238 19.8 28720.8 2J5 17.3 287 16.3 2J1 15A lV 1201n 22.0 228 22.3 209 18.3 219 18.6 205 16.7 229 16.2 202 U X Q TABLE 4Ba z rail ANCHOR CAPACITY ADJUSTMENT FORMULA: 2 Anchor Ca act Table(lbs) ANCHORCAP ,,, mfYm� subs4mle 2.7k Camle 3Ak Com. "011-CMU RIed MU PT Wood Metal (DP,,,)X( )=ANCHOR CAP.,,, 6116'FJoo 1/4'SS Eko 5116'Ell, 1/4'SS Eko 110 at"' H12 Steel .12 M.el MULLION OAP.,,,,,,,, AnchorCOPPalteme nnuwrTrvg 3IiB'Eleouilreeon 1/4'EkoUl9ecan Ultmon 3118•EkoUltracon Il4•EkoUlOeean Aggrec;lw Ullmcon AggreWlar So-(05)] Somw(GS) USE THIS FORM ULA TO OBTAIN THE'ANCHOR Edge gslanceon7 1' 2-Im 1' 2.112• 3-1/8' 1- 244 r v6 2411 r 3- ' 21 0AW 0.54• ' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedmml O, . 1-314' 1.314' 1-314' 1314' r 1-114' 141r 1.114' 1-114• 1.1/4• 1-114- 2- 1318' 1.318' ,odes ACTUAL PRESSURE REQUIREMENT FOR THE 2Amhom@4.75'Mh.O.C./8tandmd or Offset CIO(Fig.1): 39D Ib, 390lbs 450 lb. 89010. 1844 lbs 270 lbs 280 lbs 35416, 74016, 37410, 664 lb. 9461bs 341 lbs 4421bs 5801b4 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchwa @ 1.15'MIn.O.G/Standard orOlrset)Cep(Fig.27 480 m! 700 Ib. N/A WA WA WA 350 lb. WA WA WA WA WA 682 Ibs BBS I 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED 4AmhorsQ Y Min.0.0.1(2)215Angle Caps/(Fig.3K 780 ms 780 N4 6801bs 15601os 169616, 540 lbs 56016! WA 760 lb. 7481b4 8W IM 189216, 682163 685 bs 1120164 MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Amhara @ 0.45•Mh.O.C.1 ULMp,kto.125'Alam.(Fig.41 WA WA WA WA WA WA NFA WA WA WA WA WA WA 71516, CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchw/F4:rip(Fq.57 105 ras 195 lbs 22516, 445 lbs 822 lbs1351b3 140 lbs 177105 370 lbs 187 lb. 332 lb 47310! 170 lb! 2211M 28016, ADDITIONAL ANCHOR OPTIONS FROM THE 2Amhm@1.15-MIn.O.CJF-afp 19.5: 240M350lbs WA WA WA WA 19016, WA WA WA wA wA 3 41 h, 44216, 5,9164 ANCHOR CAPACITY TABLE. RODUCTRBVISBD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. LJ CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. - �d l ft hb the Flow. u aeptmtc9 FIGURE 1: FIGURE 2: TABLE NOTES: No 1.000• I-- (' on atc /zO✓lfo 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. and ado Product C9nlrol \1((1111111/1// 21 LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: '•GENS•'/<<c�'�� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.760• • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 850' . CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED FIGURE 4: FIGURE 6: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' �- g 0-�S:•/4--- THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE)..STRUCTURAL STEEL TO BEAT %O'� '•.,FCORIOP.•'•�\\�� LEAST.125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND VX 2.75'X.650'MULLION Cc o e s THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,1e-B S.S.OR 410 s.s. "',S'/ONAL 0"%"" A.LYNNIIUILLER,P.E. FL P.E.#58705 TABLE 5A j.Mullion Capacity T9b10 IbelRr MR Oponing Width(for vedicefysparlimUllons)crOponing Holghl(for h0dzonlaltrieperdigmillions) 50 in 601n 701n so in act. 100N 1201. 140 In 16o In p Recleroular 71epTdeng. RealanIng or TrapfT6.9. RxI=w 71epmang. Rectangular Twpm 9. Reclon ler T moadenp. Reoacing hepTdan9• Raolangular TrLoodno Rectangular TrLwdang. Rectenguler 7ropRdeng. p ti 1"x3.126"x Loading Loedn9 Loadn9 Loafing Loadcg Loafing Loafing loafing Loafing Loedrg Loafing Loading Lowing Loafing Loafing Loadn9 Loafing Loadng tiY .600"Alum z 2 z Tube Mull cfti $L �• $� h s�m 421n 170.0 820 170.0 435 170.0 744 170.0 478 170.0 888 170,0 508 170.0 992 170.0 619 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 621 170.0 1735 170.0 621 154.4 1802 170.0 521 J W 481. 170.0 708 170.0 524 170.0 650 170.0 584 170.0 992 170.0 630 170.01133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 680 157.7 1577 170.0 680 135.1 1571 170.0 680 1182 1577 170.0 OBD L S 50sm In 170.0 747 170.0 563 170.0 098 170.0 631 170.0 1048 170.0 864 170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 750 141.7 1495 110.0 750 121.6 1495 170.0 756 108.3 1495 170.0 756 W C.o O 54 N 170.0 797 170.0 612 1170.0 958 170.0 691 170.0 1118 170.0 754 170.0 1275 170.0 803 166.1 1401 170.0 837 149,5 1401170.0 656 124.0 1401 170.0 881 106.6 1401 170.0 881 93A 1101 170.0 881 DO M ~ 80N 170.0 085 1170.0 701 170.0 1083 170.0 797 158.5 1158 170.0 678 138.7 1156 167.0 928 123.3 1158 156.5 917 111.0 1158 149.7 910 926 1158 144.5 003 78,3 1168 144.5 903 $9.4 1158 144.5 003 to J 63 N 170.0 930 170.0 745 159.6 1049 170.0 650 137.0 1049 155.5 860 118.5 1019 141.7 848 108.6 1049 132.0 638 95.9 1048 125.6 828 79.0 1048 119.3 620 68.5 1049 116.9 619 59.9 1048 118.9 619 to 68 In 166.8 955 170.0 759 139.0 9S5 151.3 804 118.1 055 133,7 780 101.2 855 121.4 776 82.6 055 112.0 765 63.4 955 100.4 757 69.5 855 98.8 740 69.8 855 88.7 748 52.1 955 68.7 740 ? 81 e a- W ,°j 72N 128.5 803 134.0 897 107.0 803 111.8 682 91.8 807 101.1 870 80,3 803 91.2 859 71A 803 53.9 519 54.2 80.1 75.8 812 53.5 803 72.2 872 45.8 803 88.8 626 40.1 aW 69.7 627 78 In 108.2 721 114.1 629 OLD 721 97.0 616 76.0 721 85.1 005 68.3 721 76.6 595 60.7 721 70.1 580 54.6 721 BSA 670 45.6 721 69.4 569 39.0 721 58.6 584 34.1 721 50.1 503 J rcZ Q 781. 101.0 884 tOSA 580 81.2 884 00A 587 722 881 70.4 578 63.1 58{ 70.4 587 58.1 884 84.4 658 50.6 684 69.8 551 42.1 684 54.1 $41 30.1 684 51.3 638 31.0 6% 50.0 534 F- Q N O 901. 85.8 611 67.9 458 64.6 614 67.3 148 47.0 614 60.0 MO 41.1 614 4{.8 433 38.6 614 40.6 427 32.8 614 37.3 421 27.4 514 33.0 412 23.6 614 30.4 408 20.6 614 29.0 403 Q to Z `- 00N 64,2 452 65.7 404 45.2 452 47.0 396 00 35.7 /S2 10,0 390 33.9 452 38.4 384 30.1 452 32,0 370 27.1 452 30.3 373 22.0 452 28.6 385 19.4 452 24.2 359 16.8 452 22.6 355 N g login 35.1 357 38.9 322 31.7 351 32.7 317 27.2 357 28A 312 23.8 357 25.2 308 21.1 357 22.7 303 19.0 357 20.8 209 15.8 357 11 293 13.6 357 18.2 287 11.0 357 15.0 283 W .�-• III In 35.1 338 35.8 306 28.2 338 30.1 301 25.0 338 28.1 288 21.9 338 23.1 202 19.5 338 20.8 288 17.5 335 iB.O 284 14.6 316 18.5 275 12.5 378 14.8 273 11.0 338 13.6 269 120N 27.7 289 282 283 23.1 288 23.7 259 19.8 289 20.5 258 17.3 289 18.1 252 15.4 289 163 249 13.0 269 14.8 248 11.8 289 12.8 240 9.0 289 11.4 238 0.T 289 10.4 232 V X Q O O Q Z TABLE 56ANCHOR CAPACITY ADJUSTMENT FORMULA: 1'O x0 AnchorCe act Table lbs A"m0.. Substrate 2.7kWnclde aakconc. IIdbw(X4V FOledOldU PT Wood Atha (DP_)X(ANCHORCAP.,,�,,,,,,)=ANCHORCAP_ oE��2.' Anchor &I6•Elto i/4•sSFJc.1716•Exo 14•SSEIco MO51ad 8123teel #12SIMI MULLIONCAP.,,o,,,,,, AnehorCllp Patterns 11po 8110•Elco UBam 14'EICo Unracon ultracon MS-Eli USam 14•EIeoUOracon A*SS Eon ulDacm AggreOalor strew(G6)Stmr(G5) screw(057 USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Distance 9n1 1• 2-1/2' 1• 2.1/z 3-119• v 2412' 1• 2-1z z 3-1/6' z 0.48• 0.64• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embednml n 1314• 13'4• 15/4' 13'4' 2• 1-1/4' 1414• td/4' 1.14' 1414' 1-14• z 1318• 1516• vanes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anctim@411?Mini O.C.I Standad a Offset i(Fig.1) 000 lbs 39D los 4501os 680 roe 1644 IDs 270 IDS 28316 354IDs 7401bs 374ms 61A IDS 046 Do 341 IDS 4421m 660 We OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors®1.15•Man.O.C.I standaro(orii Cep(R9 21 45011 700 i S IIIA IVA NIA NIA sin Im IUA IUA IUA IUA IVA 69216 ees lm n20 ms CAPACITY(FROM THE TABLE)OF THE SELECTED 4ArcM1s@T LIM.O.C./(2)2A5Angle cnps l(Rg.$ 78010' 78016 680 IDS 1560 IDs 189BIbs 6f01Ds 59116 IUA 76016 74916 890 lbs 1692 to 282 lbs 88516 1128 as MULLION.IT WILL YIELD A MINIMUM ANCHOR Mali @ 0.45'11.11n.O.C./U439p,Inlo.125•Alum.(Fig.41 IUA IBA IIIA IBA IIIA IIIA IVA IIIA IUA IIIA IUA IUA IIIA IUA 1073110 CAPACITY WHICH MAY BE USED TO QUALIFY I Asci FCII g. 19516 1&516 2251bs 445 Its 62216 1351DS 14016 1771Ds 37016 18710' 33216 47316 1701Ds 221 Im 2W0 ld ADDITIONAL ANCHOR OPTIONS FROM THE 2 Antlnn@1.15-FAIL O.CJ F-0tl g 243 IDS 35006 II/A IUA 11/A IIIA 19016 II/A ILIA IIIA IUA IUA 341111 442Im 050 be ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. hRTRBV/SED So (hollioridaH1.000'^1 i V FIGURE 1: FIGURE2: TABLE NOTES: DatD1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEtT 25 FOR INFORMATION ON LOADING. de Product Control SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. \\1111111// 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. `\ V 4I FIGURE 3: 3.125' \�� N......... �O74e 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. • \,\CEfJSF •..F,P • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ��,' '•, ,� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 _ ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .500• CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED �VW5-- FIGURE 4: FIGURE 5: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8083.75 AND BE A MINIMUM OF.125• -T ••' TAT •�(/�� THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045-THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1•X 3.125•X.5•MULLION �� '•., (7•VFMULLION) ,C� •.,40RIOP.•' \�� LEAST.126•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND i�`Si .....•• �C3� O O THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. /A S/ONAL A.LYhI(S MIIIM ,P.E. FL P.E.#58705 TABLE BA @N Mullion Capacity Table IbaHi2) x�3 sFFl Opening Width(forverticaly sparWng mullions)orOpening Haight(forhodzonteiysparring mUllons) 50 In 601n 701n Solo 1 9010 I 100 in 1201n 140in 1601n O Reotengular 7mpridag. Rectangular Tmplblang• Rectangular '.Pmnng. Redengder Traprideng. Realanaft RepMeng. Reclengif TmpRdang• Woten0ular Trop7Tdung. RcotmgNer TmoTdarg. Rectentl0er Trapr1deng. a 1 X 4X.126 Loading" Lendnp Loading LoednO Loadn9 Loadng Loadng Loadng Loadfng Losing Londne Loading Loading LAadng Loading Laadna Loadng Loading syr cu{ Mullion 9� 1 is 2 21 21 m 26 0 L11 421n 170.01 620 1 170,0 436 1170.01 744 170.0 470 170.0 888 170,0 We 170.0 092 170.0 519 170.0 1118 170.0 521 170.0 1240 -170.01 621 170.01 1468 170.0 1 621 t45.0 1489 170.01 5210 127.61 1489 170.0 621 �y1 48[a 170.0 1 706 1170.0 624 1170.0 650 170.0 684 170.0 992 170,0 on 170.0 1133 170.0 661 170.0 1275 170.0 877 158.3 1303 170.0 680 130.31 1303 170.0 680 111.7 1303 170.0 680 87.7 1303 170.0 66D _ 60.82510 170.0 747 1170.0 663 170.0 696 170.0 631 170.0 1048 1 170.0 684 170.0 1185 170.0 723 INA 1235 170.0 747 140.5 1235 170.01 750 117.11 1235 170.0 756 100.4 1235 170.0 766 67.6 1235 170.0 758 2 Of co 64 N 170.0 797 170.0 612 170.0 950 170.0 691 170.0 1116 170.0 754 154.4 1168 170.0 803 137.2 1160 170.01 837 123.5 1158 170.0 656 102.9 1158 170.0 881 832 1168 170.0 801 77.2 1158 170.0 661 m M 601n 110.0 805 170.0 701 166.7 1012 170.0 707 142.9 1042 161.1 832 123.1 1012 146.7 815 111.2 1042 130.0 act 100.0 1042 130.2 791 83.4 1042 125.1 762 71.6 1042 125.1 782 625 1042 125,1 782 10 J 631n 170.0 930 170.0 745 151.2 992 163.8 018 129.6 892 144A 799 113A 992 131.0 702 100.6 992 121A 768 90.7 992 114.8 758 759 092 INA 745 84.8 992 108.0 744 58.7892 108.0 7/1 � J 681n 185.4 947 170.0 789 137.8 947 146.0 786 118.1 947 130.3 768 103.4 947 117.7 752 81.9 047 108.7 730 82.7 947 102.2 727 60.9 947 95.1 713 69.1 947 84.0 711 51,7 847 94.0 711 m 721n 135.0 849 142.7 737 113.2 049 121.8 722 87.0 649 108.0 708 84,9 $49 98.4 696 75.5 849 88.7 666 67.0 849 82.7 676 56.6 849 75.3 659 48.5 040 72.6 652 42.5 849 72A 651 U s 761n 115.5 762 120.7 665 90.3 762 102.6 852 826 762 90.0 640 72.2 762 80.8 620 64.2 782 74.2 020 57.8 762 692 613 40.1 762 62.8 602 41.3 762 59.9 697 36.1 762, 69,4 595 2 3 M 78 tri 106.9 724 111A 634 09.0 724 94.6 621 76.3 724 02.9 609 66.8 724 74.4 688 59.4 724 88.1 691 53.4 724 63.4 583 44.5 724 57.3 573 36.2 724 54.3 607 33.4 724 63.5 565 Q J ed.. J 901n 69.6 643 71.8 463 60.0 643 60.7 474 49.7 613 52.9 456 43.5 343 47.1 458 38.6 613 42.8 452 34.8 643 39.6 446 29.0 643 34.9 436 24.6 643 32.1 430 21.7 643 30.7 426 7- 96 0870 67.3 476 68.8 427 47.6 478 19.7 119 40.9 478 43.2 112 35.0 /78 38.5 /06 31.8 470 34.8 400 28.7 479 320 305 23.8 478 20.1 388 20.6 478 26.6 380 17.9 478 24.2 376 N �BO 103 in 40.3 371 41.1 341 33.3 377 -34-6-r-33-5-r-28.8- 377 30.0 73-30-r-25-2-f-3-77T2_66 325 22.4 377 24.0 321 20.1 377 22.0 317 16.8 377 19.0 310 14.1 377 17.1 301 � a! �K441"" 37.1 357 37.5 323 30.0 557 31.8 316 26.5 357 27.4 313 2J.2 357 24A 309 20.0 357 22.0 305 18.6 357 20.1 301 16.4 357 17A 291 x 28.3 308 28.6 270 24.6 308 26.1 274 21.0 306 21.7 270 18.3 308 182 267 t8.3 308 17.3 283 fn 17.0 212 172 196 U X Q o 0O TABLE 6Ba F z rn ANCHOR CAPACITY ADJUSTMENT FORMULA: .0 x0 Anchor Ca aol Table bs ANCHOR CAP.,,,,,,,,,,`` > 6u6s1rete: 2.7x Comets 3.5k Cm. HdIawCMU .led PTWood Melel (DP,®)X( )oANCHORCAP.,,, 6116*Eke 1!4.39 Elco 5118'Eleo 114.93 Eko 910 Sled 0I261ee1 g126led ANCHOR CAP., ,,,,e Anchor Cllp Patteme AncMrtype: 306•Eko uluaeon 114•Else uiuecon Ulbaeon 3'16•Elco Ulaacan t/d•Eke Ulbocm A9greoetor UOreeon Aggm0ata Som(05)Screw(G5) gerew(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Obloneo Mk 1• 2-1/2' r 2.1rz• 3•1/w r 2-W 1• 2-112• 2• 3•11W T 0.46• 0.64' 0.324• CAPACITY REQUIRED•,CORRESPONDING TO AN Embedment(Ink 1314• I-XV 1314' I-W 2' 1-1/4• 1.1/4• 1.1/4• 1.1/4• 7.114• 1414• 2• 6318' 13T• %.de. ACTUAL PRESSURE REQUIREMENT FOR THE 2A.Mm 414.76'Mm.O.C.t Standard or offset cnp(Fig.162): 390 lbs 390@. 450 b 890 lbs 164416, 27016. 28013; 354@; l/oles 374 The 68416. 948W 341 rod 44216; 560109 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 A11ohm @ 2.251 Min.0.0 l8tandard(or Of eel)Cbp(Fig.31 700 Un 70010s 680 lbs 1410 We 85210. WA 560 lbs WA 630 Me WA Wo lbs WA 68213; 885llx _7120 Fibs CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Anchors@1.15•Min.0.0./8lendcrd(orOff,el)ClIp(Fig.4k 960 lb, 1400 lbs WA WA WA WA 76011,3 WA WA WA WA WA 1363139 17701bs 2240169 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Amhwe@ 3•Min.O.O.1(2)W Angle pips/(Fig.5): 780163 780109 680 Iles 168076; 1896 lbs 54016. 5601bs N/A 7661ba 74813; Seo lbs 1892lb3 682lb3 885 lbs 112013; CAPACITY WHICH MAY BE USED TO QUALIFY 6 Anchors@TMim O.C./(2)216 Angle clips I(Fla.6k 1170 Its 1170 lbs 1020 lbs 2340 lbs 2844Ibs 610 roe 840109 NIA P401-be 112216; 13201Ds ze38 fee 1 1022 fee 13271 teeo lbs ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anohwe@0.15'6110.0.0/U{51p,In1o.126•Alum.(Flg.lp WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 143010; ANCHOR CAPACITY TABLE. PRODUCTREVISED 2Anchae®2.25'MIn.O.Cl F-alp(Fig.B): 35016; 35010; 29013; 70513; 478133 WA 28016, WA 31916; WA 440lbs WA 341 lbs 442lb, 560W owmpl7ing whh the Plorlda 4Anchore@ 1.15•MIn.O.OJ F•-alp(Fig.0): 4501b3 70016; WA WA WA WA 3801M WA WA WA WA WA 60213; 0851ho 112016; � Bugdfa6(lO6o NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -•-� 1.000' f-- A�DtmW N• •Vy pate TABLE NOTES: BY dlarni ado Product ConlrOi 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. ((111 111171 YNIV 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE. :\� ••�10ENSF''•�F9 • • • • • • • 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 = FIGURE 5: FIGURE 8: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. - -- • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED S rAT • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW 126" 11%N•'• .•'�� SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.125'THICK.STEEL �i Ct�s''.!c<ORIOP.•' • STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEELTO BEAT LEAST.125'THICK ANGLE CLIP(FIGURES 588)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.910 8 1'X 4'X.125• 77j I1 I t` #12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION A.LYNN MI��LEIR,P.E. FL P.E.#58705 TABLE 7A Mullion Capacity Table 1b9W ® xx Opening W1dth(farvar0oelly-spanning mt5ilons)or Opening Height(for hodion(e97-sperWng milgons) 60 In 601n 701. so In 901n 1 N 1201n 140 In ISO in IN'd 14 Q 1%4X.376 Rectangular TepRdeng. Rectangulor Tropfrda.g. Reolongulor Trop7dsng Rwton9ulm TropTdeng Realenguler Trop/Tdarg. Rectangular Trsp/Trlang. R.I.nguisr 7tapRdang. Raclanguler Rprrderg. Reclengufer 7rep7rdeng. Alum,TubeLaedn9 'y$Loadlnyng 'LL Loaning Loading Lwdng $Loadng $Lnd.g Loading $Loading $L-Enng Lwd'�VLoading Laadfng loadinng Loading 2Manng Loading Loading � ? L Mullion 6 0` U 6 tS �' U` ifs 6 a7 r,4 g N s z � � 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 688 170.0 608 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 621 170.0 1458 170.0 621 170.0 1735 170.0 521 170.0 1883 170,0 621 �yJ 4814 170.8 705 170.0 624 170.0 850 170.0 581 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170,0 880 170.0 1983 170.0 680 151.8 2024 170.0 680 _ 60.525 In 170.0 747 170.0 663 170.0 896 170.0 631 170.0 1046 170.0 884 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 758 156.0 1919 170.0 766 138.6 1918 170.0 768 cn 6414 170.0 797 170.0 612 170.0 958 170,0 891 170.0 1116 170.0 764 170,0 1275 170.0 .603 170.0 1434 170.0 837 170,0 1594 170.0 858 159.9 1799 170.0 681 137.1 1789 170.0 661 120.0 1789 170.0 881 LU p 60 in 170.0 865 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 998 155.6 1619 170.0 1033 129.6 1619 170.0 1063 111.0 1019 170.0 1063 97.2 1619 170.0 1003 (MO 63 in, 170,0 030 170.0 745 170.0 1116 170.0 650 170.0 1302 170.0 940 170.0 1458 170.0 1016 160.7 1642 170.0 1078 141.0 1642 170.0 1122 117.6 1612 1685 1168 100.7 1542 167.0 1167 89.1 1612 167.9 1167 681n 170.0 971 170.0 769 170.0 1169 170.0 003 170.0 1364 170.0 1002 160.6 1472 170,0 1086 142.6 1472 160.6 1148 128,6 1472 168.6 1130 107.1 1472 147.8 1108 91.8 1472 146.0 1104 80.3 1472 118.0 1104 Z 72 In 170.0 1081 170.0 B78 170,0 1275 170,0 1009 150.8 1320 168.2 1101 132,0 1320 149.9 1082 117.3 1320 137.6 1068 105.6 1320 INA 1049 88.0 1320 117.0 1024 75.4 1320 112.6 1013 66.0 1320 112.5 1012 CJ� •get 78N 170.0 1121 170.0 937 149.6 1184 169.4 1013 128.2 1184 139.9 994 112.2 1184 125.7 978 99.7 1184 115.3 984 89.8 1184 107.5 052 74.6 1184 97.8 935 64.1 1184 03.1 927 58.1 1184 92.3 925 ? o iS 78 in 168.1 1124 170.0 987 138A 1124 147.0 866 INA 1124 128,8 947 103.8 1124 115.6 931 92.3 1124 105.8 918 83.0 1124 98.6 908 69,2 1124 69.0 890 59.3 1124 84.3 881 51.9 1124 83.2 678 901. 108.1 644 111.5 750 90.1 844 84.3 738 77.2 844 82.1 724 67.6 844 73.3 712 60.1 844 68.6 702 64.0 844 61.4 .693 45.0 814 64.2 678 38,8 844 60.0 666 33.8 844 47.7 662 Z Z 98N 89.1 742 81.6 083 71.2 712 77.2 652 838 7{2 67.2 811 65.7 742 69.6 &ll 19.6 712 61.1 622 44.1i 742 {B,B 814 37.1 712 13.8 600 J1.g 712 39.8 690 27.e 712 37.6 684 1¢ �UO 108N 62.6 688 B3.B 630 52.1 688 63,8 521 44.7 586 48.6 613 39.1 We 41A 605 74.8 We 37.3 498 31.3 668 34.2 492 28.1 We 29.0 481 22.3 686 28.6 472 19.6 688 24.7 466 on7 111 N b7.e 554 68.6 603 48.0 655 49.6 495 41,2 655 42.9 487 38.0 555 38.0 480 32.0 655 34.2 473 28.6 555 31.3 481 24.0 655 27.1 457 20.8 655 21.3 418 16.0 555 22.4 142 X o Y Y 12014 45.6 {76 18.1 433 36.0 476 39.0 426 32.8 476 33.7 120 28.5 476 28.8 414 26.3 476 26.8 409 22.8 476 2/.6 101 19,0 476 21.1 395 16.9 476 18,7 SB7 14.3 476 17.2 381 14414 284 335 28.7 305 22.0 330 22.4 301 18.9 330 19.3 297 18.6 330 17.0 283 U X z a..� z m (n TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Caoacltv Table b6 m ,,a,,.••` .� 9ubslmla: 2.7k Conerolo 3.5k Collo. HdIowCMU Filled CMU yr Wood M.1.1 (DP,,,)XANCHORCAP. ( �=ANCHOR CAP.,,, 5116•Eko 1r4'SSEko 5/16'Elw 114•SSEko 810Steel 01231ed Meted MULLION CAP.,,,,,,,,, Anchor Clip Patterns Malar rytxi Lf8'Eko Ulbeaon 1/4•Elco ulbeem U11mon 3118•Eko Uilrocon 1/4'Ele Ultmew AggmGator Ullmann AggreOator Sam(05)Semr(O5) Scmw(D5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Distance Onr 1' 2.12• 1' 2.1/Y 3.116• 1• 2-12• 1' 2-IW 2- 3.118• 2• 0.48' 0.61• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embednml k 1.314' 1-314' 1-3145 1-314• Y 1.1/4• 1-114' 1.114• 1.114• 1.1/4• 14le 2- 13/S' 138' lades ACTUAL PRESSURE REQUIREMENT FOR THE 2Arahom@4.75'Mtn.O.C.I S1aMud or OBsel COp(Fig.182E 390@4 39016.. 450 ks NO lbs I6441bs 270lbs 28016. 3541bs 7401bs 3741ba 664 lb. 9401ba 341@. 4421bs 560 lb. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Awhom @ 2.255 MN.D.C./Slar4mi("Offset)Miry(Fig.3>: 700164 7001bs 680 @a 141016s 952 @s WA 560 tb1 WA 6301b3 WA 860165 WA 68218. 8851b1 1120 1b, CAPACITY(FROM THE TABLE)OF THE SELECTED B AnchasQ1.1S Min.D.C./Stanaard("O6set)Cgp(Fig.4): 960 ths 140D Ibs WA WA WA WA 7601bs WA WA WA WA WA 13831bs 1770[h 22401bs MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anahora Q3•MIa O.C.I(2)2k5Angle Crips/(Flg.6k 780164 780164 88011 156011 1896•, 5101. NO IM WA Min 74810e 8801bs 1892161 6821bs 885 1b, H2O lbs CAPACITY WHICH MAY BE USED TO QUALIFY B Avatars@3'Min.O.C./(2)2r5Angle plpyl(tTp.BA 1170164 1170lbs 1020161 23101W 28441W 6101b. 8401b9 WA 11401be 112216. 1320 ros 2838It's D22 lbs 13271bs 16801bs ADDITIONAL ANCHOR OPTIONS FROM THE 4 Amb m®OAS'Min.0.C.I U471p,Into.125-Alum.(Fig.71 WA WA WA NIA WA WA WA WA WA WA WA WA WA NIA 143D Iba ANCHOR CAPACITY TABLE. RODULFRBVISED 2 Anchom Q 2.25'Min.0.-F-Clip(Fig.Or.1 3501bs I 350lbs 2901bs 705184 OTB Ib4 NIA 1 280lbs WA 315lbs WA 449Ib3 I WA 1 341 @s 442163 560 N. coNply(Og.Yldl 166 Plaid• 4 Anchm 01.15-MN.0.0J F471p(Fig.9): 460 ft 1 700 1b, WA IWA WA I WA 1 380Is. WA WA WA WA WA 68216a BBS IM 112016-3 Aug�dpl NOTE.FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARCONG D CLIP. -� 1.082' r ---j 1.001) ' TABLE NOTES: Aim] 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. • • • ,, Codc 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ON , • A�j�� i��/ • • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE �10ENSF'•.F.P SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000' 4.000' ND.56705 SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - _ FIGURE 5: FIGURE 8: FIGURE 7: -0 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE ;�(� t'TATE FS • • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE ,[� F<0RI01'% ' �`� • • • 8083-T5 AND BE A MINIMUM OF.125 THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045' 375' a3716" '� Lsls �G THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS // ZONAL� v ANGLE CLIP(FIGURES 588)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10&#12 1•X 4•X.375 1 1•X 4•X.375' I /I I 1 t t 14 ANCHORS INTO WOOD MAYBE STEEL,10-8 S.S.OR 410 S.S. 'T'-MULLION MULLION A.LYNI�I Mrl-L�R,P.E. FL P.E.#58705 TABLE 8A ��„� M Mullion Ce act Table Iba/ft4 � ie Opening Width(fOrwrtICOW-spamingmt,111 s)arOpeningHeight(fortad,rRePy-spanntrgInUlions) 6o in 6010 701n 80 In I901n 10d In 1201n 1401. 160 in 1.26"% Real quiet haprMang. Rectanouter TrepRllon9• Rectangular Usprinang. Rectargular Trapfldeng, Rectangular Tra"mg. Rectangular Trep/Oiang. Rectangular 7rep/rdang• Rectangular TraprTdang. Rectangular Treprmlang. f Loafing Loafing Loa4n8 Loaning Loafing Lofldno Loadng ..n9 Loafing Loading Loafing Loadn9 Loa4rg Loafing Loadmg Loadng Loadfng Loa4ry7 nxni w 3.188"x .286"Alum Al F P € t F & d Tube Mull �. . • N W Is m 421n 170.0 620 170.0 435 170.0 744 170.0 470 1170.01 863 170.0 506 170.0 992 170.0 519 170.0 1118 1 170.01 621 170.0 1240 170.01 621 170.0 1468 170.0 621 170.0 1735 170.0 521 151.8 1769 170.0 621 2'(J 46 In 170.0 708 170.0 824 170.0 650 170.0 604 170.0 092 170.0 630 170.0 1133 170.0 681 170.0 t275 170.0 677 170.0 1417 170.0 980 164.8 1548 170.0 88D 132.7 1648 170.0 680 116.1 1548 170.0 880 _ 50.826In 170.0 747 170.0 563 170.0 698 170.0 631 170.0 1048 170.0 88{ 170.0 1105 170.0 723 170.0 1345 170.0 747 167.0 1468 170.0 768 139.2 1468 170.0 768 119.3 1488 170.0 756 104.4 1488 170.0 768 641n 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 803 163.1 1376 170.0 837 146.8 1376 170.0 858 122.3 1378 170.0 801 104.8 1378 170.0 881 91.7 1378 170.0 881 111 CD 0 601n 170.0 885 170.0 701 170.0 1063 170.0 787 158.9 1158 170.0 878 139.0 1158 107.4 930 123.0 1158 158.8 919 111.2 1158 150.0 012 92.7 1168 144.8 905 70A 1158 111.8 905 89.5 1158 144.8 905 fes-, � .C J 631n 170.0 030 170.0 745 160.1 1051 170.0 850 137.2 1051 165.9 862 120.1 1051 142.0 848 108.7 1051 132.3 837 06.1 1051 125.7 83D 80.1 1051 119.5 822 08.0 1051 118.1 821 60.0 1051 119.1 821 (L 66 In 187.1 957 170.0 769 139.3 957 161.8 805 119.4 957 134.0 70D 104.4 957 121.6 777 92.0 957 112.8 767 83.8 857 108.8 769 69.0 957 100.0 750 69.7 957 98.9 748 52.2 957 98.9 748 Z J g 721. 128.7 804 135.2 698 107.3 801 116.2 804 91.9 801 101.3 871 80A 804 81.1 660 71.6 804 84.1 BSD 81A 801 78.8 843 63.8 801 72,3 833 48.0 804 69.0 828 40.2 804 89.8 828 lJJ 70 In 109.4 722 114A 630 91.2 722 97.2 618 78.2 722 65.3 606 68.4 722 76.7 596 60.8 722 70.3 588 64.7 722 65.5 680 45.8 722 69.5 570 39.1 722 68.7 605 34,2 722 66.2 664 J ❑ Z 7 .� 781n 101.2 866 106.8 600 84A 685 89.8 588 72.3 685 70S 677 63.3 885 70.6 680 66.2 685 84,6 660 80.8 885 80.1 653 42.2 085 64,3 643 38.2 885 61.4 637 31.8 685 60,7 638 N 90 In 85.8 615 68.0 457 54.9 518 57.5 449 47.1 515 50.1 441 41.2 515 44.7 434 36.8 516 40.6 428 33.0 515 37.4 422 27.5 515 33.1 413 23.5 515 30.5 407 20.6 615 29.1 104 �X Q N 961. 64.J 453 65.8 101 45.3 453 47.1 J97 38.8 163 41.0 391 3J.9 151 36.4 385 30.2 153 33.0 379 27.2 463 30.4 374 22.0 453 20.8 368 19.4 153 24.3 360 17.0 453 22.8 358 Z N 8� O 1081. 38.1 358 39.0 323 31.0 358 32.0 318 27.2 358 28.4 313 23.8 358 26.2 308 21.2 358 22.7 304 19.1 358 20.8 300 15.9 358 18.0 293 OD o $ 1111. 35.1 338 35.8 308 28.7 738 30.1 301 26.1 330 28.1 291 22.0 338 23.2 263 19.5 338 20.9 269 17,8 338 19.1 286 cox P201. 27.8 290 26.3 284 23.2 290 23.8 260 19.9 280 20.6 258 17.4 290 18.2 263 16.4 290 16A 249 F 2'0 U N Q O 0 441. 18.1 201 10.3 188 e,. Z TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: 3 A AnchorCe aci Table Ibe af m� Sutctf.W 2.7k�rlcrtAe 3.6kcone. HtlbWC4.IC FlnedCltu FrWom IAe� ANCHORCAP.,a,,,,, (DP)X( )=ANCHOR CAP.- lV15Elco 1fd'99 Eko H15 Eko 114'SS EIeo 810 S1od 81231ee1 012 Steel MULLION CAP. ,,,, AnehorCti Patteme Mcha7ype s'tSEmounracm v4•Ekomtracon unlacon s't6•Emounraom 114•Ekounmcon A ecStar Ultrecon A reGala ScmwGS Screx (5) USE THIS FORMULA TO OBTAIN THE'ANCHOR p 99 !9 l ) (495) 9efdY O Edge 0lstame(In) 1" 1 2-112' 1 1' I 2-112' 3-116• V 2.112' 1• 2-112' r 3.178' 2' 9.46• 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embed-et 0-1 1314' L 13'4• 1 1814• 1 1.3'4• 2• 1-114• 1-114' 1.14• 1414• 14141 1.1/4' 2' 758• 1384 vales ACTUAL PRESSURE REQUIREMENT FOR THE 2AM10rs 4a.1475Mim O.C./Standam a ORielClip OTg.1): 390 IDS 390 IDS 4`A ms 89018; 1644 lbs 270103 280 tae WA IDS 740106 374 IDS 664 IDS els lm 341 IDs 442 ins f3i0I� OPENING,WHEN IT IS LOWER THAN THE MULLION 4Afrhom Q 1.15'IADL O.C./Standard(or O9seI)Clip (no 2)' 480 IDS 700[as IIIA ILIq n1A IIIA 380 Its NRA IVA 141A ILIA LVA 6a21ns 8651m nzt 1be CAPACITY(FROM THE TABLE)OF THE SELECTED 4AMhD"@TmhLO.C.f(4)2(5AngleCllps/(ng.3j 760res Igo lm 680 IDS 1560 IDS 1896 IDS 540 IDS 660 Its ?11A 7601bs 743 IDS 880 IDS 18ffi ms 6t121Ds BBS IDa 1120 IDS MULLION.IT WILL YIELD A MINIMUM ANCHOR 4AmI om®o.4s•1,1In.0.c.f OC9p•mlo.l2IrAlum.".al IIIA ILIA NIA ILIA IIIA RIA ILIA N/A IVA NIA IDA IDA NIA IVA 1430 me CAPACITY WHICH MAY BE USED TO QUALIFY 1 Atxmr/FCIip(Rg.6) 105 IDS Mile 2251-9 4451bG 822 IDS 135ms 140 Me 177 IDS 370109 107 IDS S32IDS 4731m 170 ms 221 IDS 2B0Im ADDITIONAL ANCHOR OPTIONS FROM THE 2Anc'nn@1.161NIn O.0/FCO -61 240 IDS S50IOe H/A IDA IIIA IUA 180108 N/A I I NIA IDA IUA 9111Ds 44z ms 660 ms ANCHOR CAPACITY TABLE. PRODULrRBV7SBD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, as 00With thelflodds BugdingOod'D _ FIGURE 1: FIGURE 2: TABLENOTES: f^1'250•') AccaglaMNa D� BY • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION Miami ade Product 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. 3.188• `;.��pNY. ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 2'1 �10ENS F SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS P•'• P • • • • CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. = T�-;' 63- 8E USED 265• _ No.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND -_ FIGURE 4: FIGURES: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL '� BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE-T5 � • 6083-T5 AND BE A MINIMUM OF.125•THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND OW,'., S A •O (V� _ 1.26•X 3.188•X.265•MULLION 1 '•.<ORIDP.•'•C\�� e ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1-1/4'VF MULLION) ��SS� ......163 ' C> #10&012 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. A.tfNN11y)-((-LEf2;P.E. FL P.E.#58705 TABLE SA ® � Mulllon Capacity Tabl9(Ibo&) RJ "• Opening Width(foryen0caly-spanning mW6ons)or Opening Holght(for horizontally-speming mUSons) 501n BO In 701n 801n Bo in 1001n 1201n 1401. 1801. •�,gt Paul gw r Tmp/Tdan9. Rectangular Tnpint-9. Rectangular TrapTda.9. Roolangular T. nit. Reclenwlar TWprill.n. Reolan9ular TmpRdan9. Rectangular Tmp7dang. Rectangular Top/rdan9 Roolan9uler TWpRdong. O 1.25 x 3.25 d %.IDD Loading Lading L. Loading Loading Looting Lading loading Loading Loading Leading Loading Lading Loading Loading Loading Loading Lading nY 0 Alum.Tube _ p _ B� Mulllon 21 d 1 42 S 2 d 2 d '91 d z Ti.M-rc� rLLl 42 In 170.0 820 170.0 135 170.0 741 170.0 Ila 170.0 866 170.0 608 170,0 992 170.0 619 170.0 1116 170.0 621 163.3 1118 170.0 621 127.1 1118 170.0 521 109.6 1118 170.0 621 95.8 life 170.0 621 481n 170.0 708 170.0 524 170.0 850 170.0 681 167.8 978 170.0 830 118.7 978 170.0 661 130.4 970 170.0 877 117.3 078 170.0 680 97.8 978 170.0 NO 83.0 078 170.0 880 73.3 078 170.0 680 J W BOMB In 170.0 747 170.0 663 170.0 898 170.0 631 150.7 927 170.0 684 IMA 827 16&5 708 117.2 927 169.1 699 105.6 027 168.3 888 87.9 927 1583 695 75A 827 168.3 895 85.9 921 168.3 695 511. 170.0 787 170.0 612 164.6 8139 170.0 691 132.5 869 153.8 683 115.8 we 141.6 669 103.0 869 134.0 660 92.7 869 129.8 654 77.3 869 128.8 652 68.2 869 128A 852 67.9 889 128.0 652 60 In 143.2 740 153.6 634 11&1 748 132.3r44. 1023 748 117.6 608 89.5 740 107.8 699 78.6 748 101.0 692 7L8 748 96A 687 69.7 746 93.3 583 61.2 748 83.3 583 44.8 740 93.3 583 CO 47 0 f� M L 631n 123.7 877 172.0 579 103.1 877 113.2 88.1 577 100.4 655 77.7 071 91.1 548 68.7 877 85.2 539 81.9 877 81.0 631 61A 871 77.0 529 44.2 077 76.7 529 38.7 077 76.7 629 I- U J FS 68N 101.8 817 114.1 630 89.7 817 07A 78.9 817 88.3 600 87.3 817 78.3 bog 59.8 017 72.8 {8{ 60.6 817 86.7 d89 N.g 817 Bl4 IBJ 38.1 817 03.7 482 3JA 817 83.7 402 a 72in 82.0 610 07.1 160 89.1 616 71.2 69.2 618 8fi.2 132 61.8 618 68A 426 48,1 618 6/.2 419 /1A 618 60.7 /14 31.6 518 1&0 108 29.8 618 15.0 405 26.8 618 41.0 403 Z i F�7$� 76N 70.6 165 73.7 400 68.7 165 82.6 50.9 165 51.9 390 44.1 185 /9.1 981 99.2 195 15.3 378 35.2 /65 /2.Z 374 20.4 185 783 387 26.2 185 38.5 3& 22.0 485 381 383 J78m 653 441 68.0 387 64.3 441 61.7 48.6 441 60.8 372 40.8 441 45A 368 38.2 441 41.8 380 32.6 141 38.7 356 27.2 111 34.9 349 23.3 44 33.1 346 20.4 441 32.7 345 901n 42.4 332 43,6 265 35.4 332 37.0 289 30.3 332 32.3 284 2&6 332 28.8 280 23.6 332 28.1 278 213 332 24.1 272 17.7 332 2L3 268 ib.2 332 19.8 262 13.3 372 16.7 260 CO v 98in 35.0 281 36,8 280 29.1 291 38.3 268 26.0 281 28A 262 21.9 281 23,6 248 18.9 281 21.3 244 17.6 281 19.6 211 14.8 281 17.1 238 12.5 201 16.6 232 z e•' a N O l 108in 21.8 230 26,1 208 20.6 2J0 21.1 205 17.6 230 1&3 201 16,1 230 18.2 188 X Z 111 N 22.8 210 23.1 187 18.8 216 19A 194 182 218 1&B 191 11.1 218 11.9 168 C.4 �`- 120in 17.9 187 18.2 170 14.9 187 15.3 187 W Cl) X N a 0 0 a�� Zm05p TABLE 86 AnchorCa aolry Table(lbs) ANCHOR CAPACITY ADJUSTMENT FORMULA: aubstrale: 2.7k Concmle 3.5k Caw. "OWN CMU Filed CMU PT Wood Metal (DP)X(P`NCHOR CAP.,,„,,,,, ,® 5/10'E1eo 111•SSElco 51IVElco 1/4'SSEtc 910Steel 012 Steel 412Sted MULLIONCAP,,,,u,,,, =ANCHOR CAP. Anchor Clip Patleme ArchorType: &10'Eleolnlraeon 1l4'EkcUl6acon LOW= 3I16•Elcouluecon 71a•ElcsUltmeon AgBreGalm I9twon AMeGalor SCr1w(G5)SCrew(G5) Scmw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Ee2eDistance pn): 1• 2.12' 1. 2-Irl' 3.116• 1' 2-112' 1• 2-12' 2' 3416• 2- OA88 0.54• 0.324' CAPACITY REQUIREWCORRESPONDING TO AN Embedment(In): 1.314' 1.3140 1.0140 13/4• 2- 1-1/4' 1.1/4' 1.110 1.114• 1-111• 1-114' 2' 1-318• 1-3/0' Was ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anch-@4.16'MIn.O.C.!Standard o,011.1 CIO(Fig.1): 39D lbs 390 lbs 450119 B901bs 1814 IM 2701. 280 ib, s 6 354 NO 7401`3 374lb64[be 946lbs 341 ms 442 1b. 560 ros OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anole-@ 1.15•kiln.O.C./Standard for Offset)Clip(Fig.2) 48016. 700 lbs WA WA WA WA 38019 NIA WA WA WA WA 682 R's 6851`3 11201a CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors@3•Mr.O.C./(2)216 Angle Clips I(Fg.3k 7801bs 780@9 680Ibs 1560 file 18%lbs 640 Me 560 lbs WA 7601a 748169 8801ea 1892 lb. 66219 8115 Ills 1120 lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Anotws @ OA4•Min.O.C.I U471p,Inlo.100•Alum.(Fig.4): WA WA WA WA NIA WA WA WA NIA WA WA WA WA WA 950119 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Awhorr F-Clip(Fig•5): 195 R. 195 lea; 22519 44516, 6221be 1351bs 140 lbs 1771be 37010-3 787153 332119 473119 17015 221169 290 los ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anotias @ 1.16.611.,O.C!F-alp(FIg.Bk 24013 350163 WA WA NIA NIA 190113 WA NIA WA WA WA 341 Iba 442163 Geo ros ANCHOR CAPACITY TABLE. RODUQPR8VL4BD undingg�e the Flo ddO pb®pe ft FIGURE 1: FIGURE 2: TABLE NOTES: 1.250• Woe p .01 . • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION dibml ado Product Control ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. \1111111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. �� •( LYNN FIGURE 3: ........MSC( 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3,250' �` '�.• \GENSF''•,F.Q ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ' • • • • CLIP MUST BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 140.58705 _ 1N PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL - FIGURE 4: FIGURE 5: FIGURES: .100' 'O BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE Z • 6063-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND '�' FYOMO .•' \C�� .045•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A38.ALL 'SFS ''•......•P �C� • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1,26'X 3.25'X.100• iI S/0 MULLION • #10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. MULLION A,LYNN MIRIWP.E. FL P,E.#58705 ou TABLE10A Mulllon Capacity Table(IbsM1) ® 73 at Opening Width(forvedicaily-spmining nN11ons)crOpening Haight(forhodzor4e8y9pamdng millions) vi ztzta 50 to 6016 70In SO in 90 to 100 in 120 in 140 in 160 in Rectangular irepfr,ang. Reel..grud r Treplydang. Rectangular Tnip'fdang. Rectangular TrapTdeng. Rectangular Trap/rdang. Rectangular -0flang. Reclangular Trep/ldang• Rectangular Tra ng p'r ant; C 1.2663.26 Loading Loading Loadirg Loafing Loading Loading Loading Loading Loading Laedirg Loading Lo(dmg Loedvg Loading Loading Lc.&ngg Rectangular irLoadbg n ni w 6.824 oY g O Alum.Tube .e ,. •� •5.. .b• .-t• 8 h 'B •9,. .S� .S ,. .. •E., & b• .E ,. �,. •5 ., •�„ •£ �,. .. �,. � �,. w Mwnon >� 1L ae �� $ a � £ �s g� s £€ s s $ a R. Ua a� $ ILA a LD v v v v u v u v ug v v ore v v v u v v v v v va u v [� iaa u v v ore ce 42 in 170.0 620 110.0 435 170.0 744 170.0 478 170.01 868 170.0 506 170.0 992 170.0 619 110.0 1116 1170.0 521 170.0 1240 170.0 621 170.0 1488 170.0 621 170.0 1135 170.0 621 170.0 1983 170.0 521 r(j 481. 170.0 768 170.0 624 1170.0 850 170.0 694 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 INA 1417 170.0 680 1170.0 1700 170.0 680 169.7 1979 170.0 680 148.6 1979 170.0 680 J W 50.625 In 170.0 747 170.0 663 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1346 170.0 747 170.0 1494 170.0 766 170.0 1793 170.0 756 152.6 1877 170.0 766 133.6 1877 170.0 766 Co 5416 170.0 797 110.0 612 170.0 956 770.0 691 170.0 1116 170.0 154 110.0 1276 170.0 803 110.0r124 170.0 037 170.0 1694 170.0 856 166.0 1759 170.0 861 134.1 1769 110.0 861 117.3 1769 170.0 861 m �O F- 601. 601. 170.0 085 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 078 170.0 1417 170.0 944 161.1 170.0 996 145.0 1511 170.0 1033 120.8 1611 170.0 1063 103.6 1511 170.0 1063 90.6 1511 170.0 1063 V (0 J 631n 170.0 930 170.0 745 170.0 1116 170.0 060 170.0 1302 170.0 980 166.6 1370 110.0 1015 139.2 170.0 1076 126.3 1370 164.0 1082 101.4 1370 155.9 1072 89.6 1370 165.3 1070 78.3 1J70 165.3 1070 (L 6616 170.0 974 170.0 769 170.0 1169 170.0 903 155.6 1248 170.0 1002 136.2 1240 168.6 1013 121.1 147.1 1000 108.9 INS 139.0 989 90.8 1248 130.4 978 71.0 1248 129.0 975 68.1 1248 129.0 976 (- c U) a• Min 167.8 1039 170.0 978 139.9 1019 160.2 892 1195 1089 132.1 976 101.9 1619 119.1 860 93.2 109.7 84B 83.9 1019 102,7 038 69.9 1019 94.3 825 69.9 1049 91.2 920 62A 1049 91.1 egg J 2{ 0 76 in 142.7 941 149.1 822 118.9 941 126.8 805 101.9 941 1112 791 892 941 100.0 777 79.3 91.7 766 71.4 941 85.6 767 69.5 941 71.8 74! 51.0 851 74.0 731 d4.6 461 73.3 736 JZ, g 78 in 132.0 894 137.6 783 110.0 894 116.9 767 96.3 894 102A 753 82.5 894 91.9 740 73.3 694 81.1 730 66.0 694 78.3 721 55.0 894 70.7 707 47.1 894 67.0 701 41.3 894 66.1 698 Q �� 901. 855 611 68.7 696 1 71.6 971 74.9 685 61.4 671 65.3 675 63.7 671 602 666 47.7[4,41 11 62.9 558 43.0 671 40.8 661 35.8 611 43.1 639 30.7 671 39.7 631 26.9 671 37.9 526 Z 04 Q 0 9616 70.8 590 72.8 627 69.0 690 61.4 618 60.6 69D 63A 609 44.3 590 47.6 602 39.390 43.0 494 35.4 590 39.6 488 29.5 690 34.7 477 26.3 590 31.6 489 22.1 590 29.11 464 N 1081n 49.T 466 60.8 421 41A 466 42.8 414 35.5 466 37.1 408 31.1 466 32.9 402 27.666 29.7 396 24.9 466 21.1 391 20.7 466 23.6 382 17.8 466 21.2 376 16.6 466 19.6 370 to�Z--C 80 Ill In 46.8 441 46.7 400 39.2 441 39.3 393 32.7 441 34.1 387 28.6 441 30.2 382 26A 272 376 22.9 441 2{.9' 372 19.1 4d1 21.6 363 16.4 441 19.7 356 14.3 441 17.8 351 WNmB `�1201n 36.3 378 36.9 344 30.2370 31.0 339 26.9 378 26.8 33d 22.7 370 23.7 329 20.118 21.3 726 10,1 778 19.6 J2f 161 378 16.7 314 I],' N j 14416 21.0 262 21.2 242 17.6 262 17.8 239 15.0 262 16.3 238 t~.1 Q TABLE 10B �_ � z�O s:0 AnchorCapaclty Table(lbs) ANCHOR CAPACITY ADJUSTMENT FORMULA: g m� Substala 2.7k Concrete 3.6kcon[. Hallow cMu FEWCMU PT wad Metal (pp e)X/ANCHOR CAP.,k,,,�,\_ANCHOR CAP.- Anchor ' 1216•Elco V4'SS Ek o d1G FJco 114'SS EI[0 gig Steel 912SIml 1112 Steel `MULLION CAP.,a„,,,,,, AnchorCllp Patterns AncDV Type 3'16'Elco Unracm I'd.r-U.rdcon unracon 8110 EI[o Uttracm 114•Eko Unreeon AggreOator Ullman AggreGalar Screw()Scr w(GS) Screw(G5) USE THIS FORMULA TO OBTAIN THE*ANCHOR EOge gslarce8n) T 2.112' 1' 2-112• 3178' V 2.1121 1' 2.17-1 Y &fns' 2' 0.46' 0.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embednml n t3/4' 13/4' l-W 1314' 21 1-114' 1.114' 1-174' 1-114' 1-114' 1.114' 2' 1.3'0• I Tv tales ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchors @ 4.75'Mla O.C./Standard orOrdatCep(Hg.ly 390 res am Hat 450 Do 090 We 1644 lbs 270 Has 280105 3611b9 74010s 374Ibs 661 Has 046lbs 341 lbs 442 Its 6501x OPENING,WHEN IT IS LOWER THAN THE MULLION 4Arcl11Ors@l.15'MIa O.C./Standard(or O(ael)CBp(Fig.4 480105 -700 Erc NIA IgA NIA IIIA Seo ILK N/A IgA IIIA IUA WA 692 Has Mite 1120 Its CAPACITY(FROM THE TABLE)OF THE SELECTED 4AMhM@ 3'Min.O.C.1(2)2k6AM"lTp5/t9g.3) leo HaS 70D lbs- 6831131 INS 108 leW iD9 640 IDS 660[be RIA 760lbs 748 Has 880 lbs 1892148 682I1s am ms H2O lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 3AMIOM@D.6TMIn.O.C./UCBp,Into.100'AIUm.(Fig.4} IIIA WA I71A I' NIA NIA IUA tUA 1. IUA IUA IUA IIIA IUA goo me CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arctpr/FC9p 1R8 61 196105 105105 225 Has 445lbs. 6221bs 1361bs 140105 177 Ha4 370105 187IDs 332105 4781De 170109 221 56-1-W-1-M-1 ADDITIONAL ANCHOR OPTIONS FROM THE 2 AncM15@ 1.16-Min O.C1 FC0p g.6T 310 IDs 310 ks NIA IUA NIA IIIA 100105 _N/A IUA NIA IUA IUA I 3411bs 442107 550104 ANCHOR CAPACITY TABLE. PRODUCTREVISBD a0dlaglyCodg hhthe Florid a «cplmlcoNo Q FIGURE 1: FIGURE 2: TABLE NOTES: t210* etc �6 n • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION (=9)9 ade Prodecl Contrn ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. /1111111/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \�� Nf LYNN FIGURE 3: �� O••.• ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3. ,.•' �10ENSF''••F.)a CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS L =�,-:• '•,zt E* 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 C-90.WOOD SHALL FIGURE 4: FIGURE 5: FIGURES: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE4� %�p•'� STATE OF 1/jj • • 6063-T6 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE33AND �'��•'••.F<OR10P•.•'•G�� .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.126-THICK AND A36.ALL '•••... 0 ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.26'X.624* • #1D&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION A,LYNtU 4f'u11L1L��t,P.E. FL P.E.#68705 TABLE 11A _ Mullion Capacity Tablepbel7P) ® � Opening Width(forvedice6yspBnning mdliore)orOpening HelOht((orhodzonte panning millions) 60 in 601n 70 in Col. 901n 100 in 1201. 140 in 160 In 1Z6Y3.94 Rectangular Trap?dsoll. Rectangular Trap/rdang. Raclangolar Traplldang. Recl.qular Roplydeng. Raclangular Trap/f long. Reclangutar TrapRdang. Recbngular Trap/rdang. Rectangular TrapTdmg. Raclargdar TrapMTog. 4 Y.824 Loading Loading Loading Loafing Larding Loading Lotdnp Lording Loading Loading Loading LoedOtg Loedup Loading Loading Loadirg LeadNg Loading g O 0 Abire.Tube .a €.. -' -E I a .t .is'! -§x .V -ea a €� -f �.. .a �� >s .§' -e v.. A.' s .IF �'.. ��' �c" �f �' ••€_ �' €., •�' -:3 Mullione n n� a ir& 's n� a,� a �� ? i�. a �• �s s •€ a $ o s�, s ?€ $€ s a� ? � a v ua u ue v u u u v ua u u u u u u u u v ua u u v ue u u o u ' u v u s € s g =P a g �p !q 1.1 �� € �� e� �� 3a t �� v� .�� i'2 t� � �a � u) w fin? g k� as Er4 a�� fin" �� a erg Z (p 42 in 170.0 620 170.0 435 170.01 744 1170.0 478 170.0 069 170.0 696 170.0 992 170.0 619 170.01 1116 170.01 521 170.01 1240 170.0 1 621 i7d.01 1468 1170.01 621 170.0 1736 170.0 621 170.0 1983 1170.0 521 gr,J 40 in 110.0 708 170.0 624 170.0850 170.0 5111 170.0 992 1170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 170.0 680 170.0 2267 170.0 600 Y 60.625 In 170.0 747 170.0 563 170.0 696 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.01 1494 170.0; 766 170.0 17931 110.01 756 1170.0 2092 170.0 756 170.0 2391 170.0 766 7 0 641n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1276 110.0 803 170.0 1434 170.0 837 170.0 1591 170.0 656 170.0 1913 170.0 661 170.0 2231 170.0 061 160.21 2403 170.0 061 m 601. 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 970 170.0 1417 170.0 914 110.0 1694 170.0 996 170.0 1771 170.0 1D33 170.0 2126 170.0 1063 148.7 2163 170.0 1063 129.6 2163 170.0 1063 � � C J 631. 170.0 930 170.0 745 170.0 1116 170.0 650 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 1569 2060 170.0 1169 134.6 2060 170.0 1171 111.7 2060 170.0 1171 LU c 661. 170.0 974 170.0 769 170,0 1169 170.0 903 170.0 136{ 170.0 1002 170.0 1558 170.0 1086 170.0 1763 170.0 1165 170.0 1948 110.0. 1210 143.0 1966 170.0 1276 122.6 1988 170.0 1286 1D7.2 1966 170.0 1286 7 (L m 721n 170.0 1063 170.0 010 170.0 1276 170.0 1009 1170.0 1486 170.01 1126 170.0 1700 170.0 1228 154.1 1734 170.0 1316 138.7 1734 169.6 1306 115.6 1734 165.9 1364 99.1 1734 160A 1352 06.7 1734 160.21 1352 1 � J ggg+ 80 0 76le 170.0 1122 170.0 931 1170.0 1346 170.0 1 1080 168.6 1556r44,1 1209 147.4 1556 1652 1286 131.1 1556 151.6 1266 117.9 1656 14 L3. 1261 98.3 1556 128.3 1229 81.2 1656 1223 INS 73.7 1656 121.2 1216 J `La U Z g78 in 170.0 1151 170.0 967 170.0 1381 110.0 1116 155.9 1477 1246 136.4 1477 152.0 1224 121.2 1417 139.1 1206 109.1 1477 129.6 1191 90.9 1477 116.9 1169 77.9 1477 110.8 1168 60.2 1477 109.3 1154 Q ct 901n 1420 1110 146.5 906 1IDA 1110 123.9 968 101.6 1110 951 88.8 1110 96.3 936 78.9 1110 87.6 922 71.0 1110 80.7 910 69.2 1110 71.3 691 60.7 1110 66.6 878 44A 1110 62.7 010 Z c Q N 961. 117.0 976 120.3 872 97.5 016 101.6 866 B3.6 975 842 73.2 975 78.6 829 66.0 976 71.2 817 69.6 976 66.4 807 40.8 97fi 61A 789 11.8 876 52.7 776 36.6 976 d9.3 167 Q X Z .O 108 In 822 171 84.0 696 68.6 771 703 665 68.7 771 674 61.4 T71 54.3 SDI 46.7 771 d9.0 13811�7.3fi433 1. 4d.9: 647 34.3 771 38.9 632 29A 771 36.0 621 26.7 711 32.4 612 N �ftp 1111n 75.7 739 77.3 661 63.1 730 65.0 660 64.1 730 640 47.3 730 49.9 631 42.1 130 46.0 41.1 614 31.6 730 35.6 600 27.0 730 31.9 589 23.7 730 29.6 601 W (h rh 120 in 59.9 624 61.0 669 49.9 624 512 560 42.9 624 652 31.6 624 39.2 644 33.3 624 35.3 32.2 631 26.0 62d 27.7 619 21A 624 24.6 609 18.7 GU 22.6 601 w X 1411. 34.1 433 35.1 400 28.9 433 29A 395 24.9 433 25A 390 21.7 433 22.4 385 19.3 433 20.0 19.2 376 U N Q ?� � O O TABLE 118 ANCHOR CAPACITY ADJUSTMENT FORMULA: - � Anchor Capacity Table(Ibs) Substrate 2.71c ODmrete 3.6kemcm Hollow CMU FlgedC13U PT Wood ],Iced (Op o)X(ANCHOR CAP-,,,,,,-)=ANCHOR CAP.- &161 Elco 1141 SSEIc6l716'Elco V4'SSElco 010St� 812SIee1 012 Steel \\MULLIONCAP.,,,,,,,,,, AnehorCli Pattem■ Anchor Typo 31161 Elco Ugrsal 114'Eke U0mcon 1111mon 311V Elco 114mon 1/4'EkO UOrac011 dor UII2Cat A reGdcr Screw G5 Screw G Sc"G5) p A99� g9 ( ) (� ( USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Manor)fin) 1• 2-1/r 1• 2-111 aIle' 1• 2172 t' 2-11T r 31/0' r OAS' 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embeorterl n 1314' 1314' 1314' 13'4' r 1-114• 1414• 1.11V 1-V4' 1-1/4• 1-114' r taa- 1.'116• 'hies ACTUAL PRESSURE REQUIREMENT FOR THE 2 Ancien@4.75Min.O.C.I Standard a Orsel Cgp(ft 1) 3901bs 390 Its 450 lb. 890 Its 1644 IN 270lbs 2801nd 351 Ibe 740!be 374 ros 664 Me 946 ft 341 IW 442106 660 me OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arlcha4 @ 1.15•1.11a O.C.I Sian6am(a Met)C6p(R9.2j 480 lbs 700 M6 RIA IUA tI/A RIA 380 ros II/A WA RIA IUA IUA 6521b3 SgSlos 1120 MS CAPACITY(FROM THE TABLE)OF THE SELECTED 4A1RInn@3'Min.O.C.I(2)2c6Argle Clip 109.3) 780 lbs 78D Me 680 IDs 1560 Its 18MM 640106 501109 HAA 760lbs 748[be ago Its 18921ba 682 lbs 885 Its 1120 Its MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Anctnrs @ 0.51 kiln,O.C.I 11{31p,In1o.100'Alum.ft 4j RIA IUA IIIA IUA N/A RIA IUA RIA IUA NIA IUA rUA NIA ruA 1267 We CAPACITY WHICH MAY BE USED TO QUALIFY I AmIdr FCOp(F1g.57 tga lbs 195lbs 2 ms 5"a 622 int 135 lbs 1401<e 177106 370lbt 11IMS 3321b3 473I1e 170MS 2211m 2801bs ADDITIONAL ANCHOR OPTIONS FROM THE 2 McMls@1.15.1.11 O.CJF4TOp(Rg, ?AO los 3508rt N 44 IA IUA IUA IIIA IOD Its NIA IUA IUA IUA IUA 341 Me 442%e 5601m ANCHOR CAPACITYTABLE. PRODUCTRRVISBD a9 comp with the Florida Bulld ��Yy�� 1.250• Aom Iptal4co No �J.Q FIGURE I: FIGURE 2: oapeco �+p TABLE NOTES: l • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION iami ade Pro uct Control ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. \`11111 I I I)ljlll VKW 7_0 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.- ��p ......... FIGURE 3: 3.94' ��'�..•''�,\CENSE •,,'(a �� ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE '•, CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 7�' No.58705 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 GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL )�'• FIGURE 4: FIGURES: FIGURE 6: S ATE O BEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 824• '�T FCO1410�;••'�j�C•� • 6063-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND -t FS••....... .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL will 1Q/p�AL o ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. /1,11,4Ill1111 #10&#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. 1.25'X 3.94'X.624' A.LYNN MILLER,P.E. MULLION FL P.E.#58705 TABLE12A $ Mullion Capacity Table Ibeffe Opening Wlalh(Iorverticelly-spanning mllllons)orOpening Height(for horizontally-sperWrg mUllons) SO In 6010 701n 8010 901. loop 1201n 14010 160 in N`35 ¢ Rectangular, 7reprldeng. RactenOutar 'Repirmang. Rectangular heplTAeng. Rectanguar TropR4eng. Rectangular Trepl7dang, Reelengular Rapmlang. Rectangular TroplTdanp. ReetenBuler TreplRlang• Rectangular 7rep/illeng. b6 t4 O 2%4X.26 fioadng Lowing Loafing Loafing Loading loafing Loafing Loading Loading Loading Loading Loading Loading Loa Loading Laadng Lowing Loading qY AIum.Tube Mullion d� c3 6 dS 6� a e$ 1: IS IS IS € b s m {2N 170.0 820 170.0 439 170.0 7M 170.0 470 170.0 868 170.0 SOB 170.0 082 170.0 619 170.0 Me 170.0 521 170.0 1240 170.0 621 170.0 1488 170.0 621 170.0 1735 170.0 521 170.0 1883 170.0 621 F 48 N 170.0 708 170.0 524 170.0 1350 170.0 5% 170.0 902 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 877 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1683 170.0 660 170.0 2287 170.0 680 J W 50.625 In 170.0 747 170.0 563 170.0 696 170.0 63t 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 1170.0 756 170.0 1793 170.0 766 170.0 2092 170.0 756 170.0 2391 170.0 756 � �� m 64 in 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1118 170.0 754 170.0 1276 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 858 170.0 1913 170.0 861 170.0 2231 170.0 Set 170.0 2650 170.0 861 W 'O 0 60 N 170.0 685 t70.O 701 170.0 1083 170.0 787 170.0 1240 170.0 878 170.0 1{17 170.0 944 170.0 1594 170.0 988 170.0 177t ,170.0 1033 170.0 2125 170.0 1083 170.0 2479 170.0 1083 150.8 2880 170.0 1063 003 63 N 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1498 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 145.8 2553 170.0 1171 O J 68 in 170.0 974 170.0 789 170.0 1169 170,0 900 170.0 13M 170.0 1002 170.0 1658 170.0 lose 170.0 1753 170.0 1165 170.0 1948 170.0 MIS 170.0 2338 Me 1275 161.9 2437 170.0 1286 132.0 2437 170.0 1286 g d c 121n 170.0 1063 170.0 878 170.0 1278 170.0 1D09 170.0 1468 170.0 1128 170.0 1700 170.0 1228 170.0 1013 170.0 1316 170.0 2125 170.0 1387 145.6 2184 170.0 1488 124.8 2184 170.0 1529 109.2 2184 170.0 1530 Z = g s 76 In 170.0 1122 170.0 937 170.0 1348 170.0 1080 170.0 1570 170.0 1209 170.0 1784 170.0 1322 165.1 1960 170.0 1421 148.6 1960 170.0 1605 123.8 1960 181.8 1618 108.1 1980 161.0 1535 82.8 1960 162.7 1531 w 1z 02 2 78N 170.0 1131 170.0 967 170.0 1381 170.0 1110 170.0 1611 170.0 1260 170.0 1812 170.0 1369 1627 1881 170.0 1474 137.4 1881 16;1.1 1600 1113 1881 147.3 1473 98.2 1861 139.8 7459 85.9 1881 137.8 1461 ¢ 90 In 170.0 1328 170.0 1144 149.1 1398 150.0 Me 127.8 1398 138.0 1198 111.9 1396 121.3 1179 90.4 1398 110.2 1162 89.6 1398 101.8 1147 74.6 1398 89.8 1122 83.9 1398 82.7 1105 53.9 1398 78.9 1098 I- J `� Z Q at p 981n 147.4 1229 151.6 1D98 122.0 1220 127.8 1078 105.3 1229 111.2 1081 132. 1220 98.9 1044 81.9 1229 89.6 1028 73.7 1 1220 62.4 1016 61A 1228 72.2 993 52.1 1228 65.8 977 46.1 1229 62.1 967 Q „� 1081n 103.5 971 105.8 877 86.3 971 69.0 802 74.0 971 77.2 &9 84.7 071 BBA 837 67.5 871 81.6 626 61.8 871 66.6 616 13.1 071 40.0 788 37.0 871 44.0 782 32A 071 40.8 771 N 20 �'- lilt. 05.4 919 07.3 832 79.5 819 51.8 619 88,1 gig 70.9 808 tib. 818 82.8 704 63.0 919 58.7 784 47.7 918 61.8 774 39.7 919 44.8 768 34.1 918 40.2 742 28.8 gig 37.1 732 W 6 12010 76.6 788 76.11 _718 62.9 788 81.9 705 63.9 786 55.8 695 47.2 788 49.4 Egg 41.9 780 44.4 077 37.7 786 40.5 608 31.5 788 34.9 653 27.0 786 31.0 641 23.6 786 26.4 631 X 40 fA 1441n 43.7 618 442 604 36.4 516 37.0 498 31.2 618 31.0 491 27.3 648 282 485 24.3 646 25.3 478 21.8 640 '22.0 474 18.2 646 19.6 /B9 15.8 646 17.2 465 13.7 616 TABLE 128 0.eN Q Z� N ANCHOR CAPACITY ADJUSTMENT FORMULA: O AnchorCapnelty Table(Ibe) ANCHOR CAP.,m,,,,,, _ whow Su1G9aia 2.7K Corclete 3bk Colt. H[Oow plU Fne0 C1.4U PT Woos A1dd (DP�,)X l ANCHOR CAP.,,, 1112'Elco 114.33 Ek0 YIS Elco 114•SS Elco 010 Sled #12SIOCI :612 Steel MULLION CAP. /ArcharTypo S'1r El0o UOnatal 1/4'EkoU9mton 3'I6'Elco UBlatttl 11C-.UOroconAnehorCllp Petteme unmcon Agge0al5r unratm Aganxlela Scrow(/ )sues(as) crLw Ccs) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Olslarce 9n) 1' 2.1r 1' 2-11T 3-ur 1' 2.11V 1' 2412' r 312' r 0.48' 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN FmlpOn•ll gn) 104- 1;94' 1-314' 1;2'4' r 1.14' 1-114' 1-1/4' 1-114' 1-114• 1-1/4' r 16'8' i-wr vanes ACTUAL PRESSURE REQUIREMENT FOR THE 2Ancmrs04.75'1.IIS O.C./Standard orOulsel Cap(Fig 182) SM Ites 390105 4501M 890 Its ISM Ns 2701os 280106 36t lbs 7401be 3741M 661 US 046 we 341 IDS 442 lbs 660103 OPENING,WHEN IT IS LOWERTHAN THE MULLION 4 Arches @ 2.68'Mel O.G./Slam(or Olael)Clip(Fig,3) 740 let 7401M 690 lbs 14851bs 1424 Ms IIIA 58)ab IIIA 605 lbs IIIA Egg IM IUA 6821bt BBS Ina 112D Me CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Archors®1.719Min O.C./Standard(or ORset)Cep(Flg.4) 805lbs 05x1 758 lbs 1046 Me N/A HRA 705 We N/A 799108 WA WA IIIA 10221b8 1327tS 16MIbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Arcrm@ r MN.O.C.I(1)2t5 Angle Clips/ g.6) 780 Ins 7 M 6801Ds 156D IM it)MIhs 01023 5W ItS N/A 76011a 748 lbs 660 Me 1892 lbs 682 m9 065 Me 1120 ae CAPACITY WHICH MAY BE USED TO QUALIFY 6Archom 0 r MN.O.C.I(2)216Arele Gips/(Fig.61 1170 N9 1170108 10201M 2340105 2814105 81 M 840 We N/A 1140 Me 11221M ' U20 lbs 2It I'S Mine 1327169 160010-3 ADDITIONAL ANCHOR OPTIONS FROM THE 3Amhons®1.34'IAN.O.C.I U4)Op,Inlo.128 Atom.IFTB.71 IIIA IUA IIIA IUA t1/A IIIA IUA IIIA -WA 17/A IUA IUA NIA IUA 10731 ANCHOR CAPACITY TABLE. 6Arc11ors®0.64-Min.O.C./U4:llp,NlO.125'Alum.ft.6) WA IUA NIA IUA II/A HrA IUA IIIA IUA IIIA IUA HAA IIIA IUA 21 108 PRODUCPRBVISBD 2 AnchDR®262'80rt O.CJ F4:6P(Fig e) 370 IDs 37010-3 315 lea 749109 712168 NIA ZBO RB NIA 348105 NIA 440108 ILIA 34116S 442105 wells 03 canmb'�B 1401160 Florida. Building Code 3 Amhxs @ 1.71-Min.O.C./F131p(Fig.10) 443 lbs 525lbs 379 lbs 073108 H/A IIIA 353 lbs IIIA 3B01bs WA IUA rUA 611105 664 ks 840Its �'DNr1W N0 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. dCIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. .Dat. �ZO By FIGURE I: FIGURE 2: FIGURE 3: FIGURE 4: 2.000' tarns Aide Product Control • • • • • • • • TABLE NOTES: ...... L111111111I II 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR �� N 77 i� • • • • • GENERAL INSTALLATION METHODS. •'�LCENSE FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, • • • • .250' 4.0001 7,: No.58705 3)MULLION AND MULLION CLIPS SHOWN E NOT TO SCALE.FOR CT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN • • • • THE FIELD I LOCATIONS. FOLLOWING LLOWING DIMENSIONALESTRICTIIONS SHOWN ON SHEETS 21-23.FIGURES SUGGESTED,GGESTED,APPROXIMATE HOLE ;�.•'. VAiTE-1. FIGURE T FIGURE II: FIGURE 9: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT Pk P,. • •• IU • .,COR10(FIGURES 586) (CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. FsMUST BE USED ALUMINUM SHALL BE 8083-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.126'THICKAND A36.ALL ANCHORS INTO METALSHALL EXTEND AT LEAST 3SCREW IIIII1tt 145•. H • THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,1&B S.S.OR 410 S.S. A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 13A Mullion Ca ao Tabla baN12 w x5 Opening Width(for verticalVsparving tfloris)or0ponlngHolght(fbrhodzDriaiVspaMrgmURons) � F5 601n 601n 701n 801n Win 1001n 1201n 140in 1601n � < Ralen8ular Trep7Tgang. Raeten8uler TmDRdan9. Rectangular 71apI1 anij. RoclanNu TmpMang. Realangula ROAMBrg. Reclan014er Tm da Roam ler T f✓7 n& W m".ng. Raclangular Tmprrdang. Recfangular TmplINang. 2x6x,26 Loading Lowing Leedng Loafing Lowing Losdmg Loadng Loadna L ding Lowing Loafing Loafing Loading Lending Loadng Loafing Loadng Loadag d Alum.Tuba Mullion g °'• �6 a a.. ,. a n n,,, '� g -a �a ag,. a s.te a o.. /3 c3� B f3` Y3 8� 113 8 1133 g B 3 o c3 c3 f9 b^ � 113` 113 43 B � c3 3^ c3 fi^ aP$ �` 23 �^ 3 c3 � � m s� 421n 170.0 620 170.01 435 170.0 744 170.0 470 170.01 BB8 170.0 600 170.0 802 170.0 Me 170.0 1118 170.0 621 170.0 1240 170.0 621 170.0 1488 170.0 621 170.0 17351 170.0 521 170.0 1803 170.0 621 Q 48 In 170.0 708 170.01 524 170.0 SW 170.0 S84 1170.01 092 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 077 170.0 1417 170.0 680 170,0 1700 170.0 080 170.0 1083 170.0 880 170.0 7267 170.0 680 J W 60.625 In 170.0 747 170.0 563 170.0 888 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 _170.0 758 170.0 1793 1170.0 750 170.0 2882 170.0 758 170.0 2391 170.0 756 5444 170.0 787 170.0 812 170.0 956 170.0 891 170.0 1118 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 858 170.0 1913 170.0 681 170.0 7131 170.0 861 170.0 2550 170.0 fiat W O Q m co I BOM 170.0 865 170,0 701 170.0 1083 170.0 787 170.0 1240 170.0 878 170.0 1447 170.0 944 170.0 1581 170.0 1198 170.0 1771 .170.0 1037 170.0 2123 170.0 1083 170.0 2478 170.0 1083 170.0 2833 170.0 1083 (0 N 631- 170.0 WO 170.0 145 170.0 111(1 170.0 850 170.0 1302 170.0 940 170.0 1468 170.0 1015 170.0 1873 170.0 1078 170,0 1859 170.0 1122 170.0 2231 170.0 1168 170,0 2803 170.0 1171 170.0 2875 170.0 1171 J 681- 170.0 074 170.0 789 170.0 1169 170.0 BOJ 170.0 1364 170.0 1002 170.0 1658 170.0 1088 170.0 1763 170.0 1155 170.0 IRS 170.0 1210 170.0 2738 170.0 1275 170.0 2727 170.0 1288 170.0 3117 170.0 1286 z �• .2 721- 170.0 1087 170.0 878 170.0 1275 170.0 1008 170.0 1480 170.0 1128 170.0 1700 170.0 1718 170.0 1813 170.0 1316 170.0 2126 170.0 1367 170.0 2550 170.0 1488 170.0 2075 170.0 1528 170.0 3400 170.0 1530 (� 70 In 170.0 1122 170.0 837 170.0 1349 170.0 10110 170.0 1570 170.0 1209 170.0 1704 170.0 1322 170.0 2018 170.0 1421 170,0 2213 170.0 1505 170.0 2892 170.0 1829 170.0 3140 170.0 1694 170.0 3589 170.0 1705 7 UJ 78 to 170.0 1151 170.0 087 170.0 1381 170,0 1110 170.0 1811 170.0 1250 170.0 1812 170.0 1389 170.0 2072 170.0 1474 170.0 2302 170.0 1584 170.0 2783 170,0 1700 170,0 3223 170.0 7777 170,0 3887 170.0 1798 J V' OD In 170.0 1328 170.0 1144 170.0 1684 170.0 1328 170.0 t859 170.0 1498 170.0 2125 170.0 1653 170.0 2391 170.0 1793 170.0 2858 170.0 1818 170.0 3188 170.0 2125 168.0 3413 170.0 2273 136.5 3413 170.0 2381 Q Z N O 9a1- 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1883 170.0 1822 170.0 2287 170.0 1794 170.0 2550 170.0 1952 170.0 2833 170.0 2095 180.0 3189 170.0 2338 137.1 3199 160.0 2470 120.0 3189 150.1 2428 (. O�p 108In 170.0 169{ 170.0 7109 170.0 1919 170.0 T1424 ?231 170.0 1070 170,0 2550 170.0 2078 104.8 2781 170.0 2271 148.3 2781 181.0 2333 127,8 2701 140A 228f 105.0 2781 125.0 2234 02.7 2781 116.0 2100 Lo N 8 1111n 170.0 1838 170.0 1451 170.0 1888 170.0 2283 170,0 1032 170.0 2821 170.0 2148 161.8 2832 182.3 2215 138.8 2872 148.4 2218 f1J.a 2832 128.4 2168 97.0 2632 115.1 2128 55.4 2632 106.3 2098 X 1201n 170.0 1771 170.0 1588 170.0 2126 170.0 2152 159.8 1891 135.1 2252 1l1.! 198{ 120.1 2252 127.2 1838 108.1 2252 110.1 1915 90.1 2252 98.8 1872 772 2252 88.9 1870 87.8 2252 61.! 1808 X 1441- 125.1 1584 128.8 1145 101,3 1584 108.1 158{ 81.5 1407 78.2 1564 80.7 1390 fi8.5 1581 72.3 1777 821) 1581 85.7 1358 52.1 1584 We 1330 44.7 1584 48.2 1305 38.1 I. 44.4 1263 Q N Q Q TABLE 13B D 1�0 N ANCHOR CAPACITY ADJUSTMENT FORMULA: go Anchor Capacity Table libel Su.-ltele; 27NCamrelo 3.5aC.N. M[mC&iu Filled CMU PTWWd Metal (DP,)X(ANCHORCAP.,,,,,,,,,,\_ANCHOR CAP.- Anch"Iype: 31166 Eke ftwon 1/4'Ek.Ulueoan '5118'Eko yf8•FJca 186econ 1Id•Eka Ul.acm 1141 SS Eke S/ifi'Elco i/4•S9 Fko Yf0 Steel Y128lecl Y/2 Steel MULLION CAP.,,a,,,a3 Anchor Clip PattemD Ul.aoon AgpreOatw UOmcon A99recator somw(Os)Bcrew(05) screw(os) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge gadnoe(in 1' 2-IAC V 2-1@' 3.118• t• 2.112• 1' 2.12• r 34116• r 0.46• 0.54• 0.324• CAPACITY REQUIRED•CORRESPONDING TO AN Embedment Mk taf4' 1.3f4• 1-314• 1144• r 1-1/4• 1.1/4' 1-114• 1.1/4• 1.114• 1414• r 1-318• I 1;;id-ea ACTUAL PRESSURE REQUIREMENT FOR THE 2Armhm@4.75•Mtn.O.Q l Standard a Offset aip ft.1621 3901.- 3901bs 4501.- 890Ibs 1644 lbs 2701.- 2801.- 35411b3 .- 66 740lbs 374141bs 9461bs 341151 4421.- 601.-6OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anohaa@4.W`Min.O.C.I Stendard WOffset)Clip(Fig.3): 7801.- 7801bs BOO I.- 17801.- 32321.- 5401.- 5601b. 708 Me 14801.- 7481be 1272 Me 1892[be 682 Me 885 1b. 11201.- CAPACITY(FROM THE TABLE)OF THE SELECTED 6AnahDra 441.71'Min.0.0.r Stendwd(or Offset)C6D(Fig.43 11901.- 140011s. 10101be 25951bs WA WA 9401.- WA 10851bs WA WA WA 13631bs 17701.- 22401.- MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anotas g WMin.O.C./62)215 Angle Clips I(Fig.5): 780163 7601bs Wit Me 15601.- 16NIbs 5401.- 5601.- WA 7601.- 7481bs 6801bs IW21bs 682163 6851.- 11201.- CAPACITY WHICH MAY BE USED TO QUALIFY BA bas@7 Min.O.C./(2)2x6 Angle Cope/(Fig.6r, 1560]be 158011), 13001.- 31201.- 37821.- 108D 11201.- N/A 152016. 14981.- 17601.- 37641.- 13631bs 1770 IM 22401.- ADDITIONAL ANCHOR OPTIONS FROM THE 12 Am"@ 1.6'Min,0.0.1(2)2x6 Anglo flips/(Fig,7): 1600Ibs 21001.- 14401.- 37W Ibbs WA WA 13201ba WA 1500lbe I WA I WA WA 20451bs 26M IOs 33601bs ANCHOR CAPACITY TABLE. RODUCPRBVISSD 4 Anchors @ 1.34'MN.O.C.1 tl41p,Inlo.125'Alum.(FIg.8): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 14311163 comprylAO with 166 Fled BAmhom@0.84'Min.O.Q/U-Cllp,inlo.125'Alum.(Fig.O): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 2881151 u0d10a CUdg 2 Anchom@ 4.88'hUn.O.CJ F•Crip(Fig.10p 300[be 3901.. 4501.- B90lb3 16161.- 2701bs 2801.- 354 ks 7401bs 3741bs 6381bs 946 ma 3511.- 44216, 5601.- i--2.000'-moi oc�p1at1ce No •(•,jV 4 Anctars @ 1.71'Mtn.O.OJ F•CIID(Fig.tik 59011)3 700151 505 @s 128-3 Ib, WA WA 470163 WA 633 Ns WA .WA WA .21.- 8851bs 11201.3 .250' D810 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: ` ami Dale Produc4 Comm 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 \\l l t 1111)1j1 LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ce 2)LIN EAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `�,��•'41CF6ISF '••F'Q �� • • • 6.000' `t: -•.-lc • • • • • •• • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR ExACT DIMENSIONS,SEE SHEETS Y� 440,68705 • 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON _ i, -_ FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - ANGLE S 11.1 • • • • • • • • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED j�•' tTE(F •I (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED �;�,(�'•, fiLOR10P,.•\C'� • • • • • • • • 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 8063-T5AND BEA MINIMUM OF.126'USEDI ' MUST BE THICK,STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK 18 GAUGE).STRUCTURAL STEEL TO .�,�S • • • • PAIRS. BE AT LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW L/S�ONA�`f�1` PAIRS. 2'X8'x.25' A.LYNUIUI�NR,P.E. THREADS BEYOND THE MATERIAL,#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE 14A a Mullion Capacity Table Ibsftt r Opening Width(for%mrlically-spanning nuillons)or Opening Haight(for hod ritally-spanning mullions) 601n 801n 701n 00 In 901n 11001n 1201n 1401n 1601n I( £5 O ReclengularTrepTdarg. Reelangular Trep/rdang. Re4lengular Tmprdan9. Raclan0ular Trep7dang. Rectangular 7rep?derg. Recterguler Trep'Tdang. Reclanguler 7replydalg. Redangular 7reprdalg. Recrengular lrepTdang. S$�d$ 1.28"X 2.11" Loading Loading Loading Loading Loading Loading Loadinngg Loading Loading Loading Loading Loading Loading Loading Loading Loadlna Loading Loading o. w XTubeII M �` �' t➢� @g' o 21i121i I Ii1111111 i IniI iII ' II 1261 1 1z 00LCD 421n144.2 516 187.0 428 120.21 620 148.8 419 103.01 528 1 138.8 414 Bal 628 134.8 411 80.1 628 134.1 411 721 528 11134.1 411 60.1 528 134.1 411 61.5 628 134.1 411 45.1 626 134.1 411 L) E 481n Sae 403 10&0 333 80.6 403 94.7 315 89.0 403 88A 320 60.4 403 81.4 317 53.7 403 79.1 315 48.3 403 7&e 314 40.3 403 79.6 314 34.5 403 78.8 314 30.2 403 7&e 314 ? _ 60.626 In 823 362 81.0 301 68.6 382 79.3 294 58.8362 71.9 289 51.6 362 67.2 285 45.7 362 84.6 284 41.2 382 ':eae 283 34.3 382 63.5 283 20.4 302 636 283 25.7 362 63.6 283 1 2 lY g 641n 67.8 318 74.1 267 58.6 318 84.2 261 48.6 316 67.7 256 424 318 63.5 253 37.7 318 50.8 260 33.9 318 49.5 249 2&3 318 49.1 248 24.2 318 49.1 248 21.2 318 49.1 248 LU o� OF a 601n 49.6 258 63.1 218 41.2 258 45.7 214 35.3 258 40.7 210 30.8 258 37.2 207 27.5 258 34.8 204 24.7 258 :33.4203 20.6 258 322 201 17.7 269 322 201 1&5 268 322 201 :3rn In '4 63 In 427 234 45.6 200 35.6 234 39.1 195 30.5 234 34.7 192 28.7 234 31.6 189 237 234 29.4 168 21.4 234 28.0 184 17.8 234 28.6 183 15.3 234 26.5 183 13.4 234 26.5 183 Ill J 681n 37.2 213 39.4 183 31.0 213 337 179 28.5 213 29.8 176 212 213 27.0 173 20.0 213 25.1 170 1&0 213 217 169 1&5 213 71.2 157 13.3 213 220 168 11.9 213 22.0 168 Z (0 g 72 in 28.9 179 30.1 165 23.8 179 258 152 20.4 179 22.5 149 17.9 178 20.3 147 15.9 179 18.7 145 -1 Z 76N 24.3 181 26A 140 20.3 181 21.8 137 17.4 181 18.0 135 1&2 181 170 133 �Zj 78 In 226 152 236 133 1flB 152 18.9 131 16.1 1 152 1 17.6 J 128 J r 7 F TABLE14B ANCHOR CAPACITY ADJUSTMENT FORMULA: Q N Anchor Capacity Table 111 5) x Z tp ANCHOR CAP.,„,,,,,,, __ F o c suauals z.7l ccocn la 3.9 Care. now CMU F0edC1.fU PTWood I.Idal (DP„)X l ANCHOR CAP.,, fq 9/16•Eko 1W SS Ekd 6116•Eko 114•S9 Eko g1031otl N123Ieel Nf23leel MULLION CAP.,",,,, ,/ W Archon rypa 9716•Eko Ullydtrn 1Id•Eko UI116e011 3fi6•EkoUbreeon IM-Eko Ullrecm N AnchorOlip Pattern° unrecon AggeGalor Utt= AOy%stor screw(G5)serer(G5) screw(G5) USE THIS FORMULA TO OBTAIN THEANCHOR x Y Y Edge DistanceMY r 2-1rr 17 2-1- 3-ve• 1• 2•ve 1• 2-1W 2• 3-ve• z 0.48' 0.61• o.sz4• CAPACITY REQUIRED'CORRESPONDING TO AN Of (q Emt�adnrnl ftta•4• 1-WPt;24• 1a4• r 1•tfd' 1-v4• 1.1/4' 1-U4• t-err 1-v4• z 1.3/a3 1dV8' vanes ACTUAL PRESSURE REQUIREMENT FOR THE U N Q ?� 4 P=hm®T MIn.D.C./ =Angle W f M 1Y 780fls 780IOs �O' "'o las leas Us smell Sso IDs MIA Tse los 746 ws 880 ms 1E82 n,a 6ffi los eas lea 1490 tlxi OPENING,WHEN ITIS LOWER THAN THE MULLION Q O p CAPACITY(FROM THE TABLE)OF THE SELECTED 0• '- Z�;� (r) MULLION.IT WILL YIELD A MINIMUM ANCHOR �P_ CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1 286• 1 SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. muco p(Yb 9 with the Florida S 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. °i1Bnty N0 .;'O FIGURE 1: , 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Flo � HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. 2.116",116• NiamiProduct Can1m1 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 1111(Ilnrrr7r ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .125' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED r ;��a��•'�1CENSF. '/ YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125• I THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1.28•X 2.11•X.125'MULLION LEAST.126•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) No.58705 ' THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. I Lr =,O� S ATE F (V A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 15A ® O Mullion Capitally Table(IbeMe) Opening Width(for verdcelVsparritg mUlions)or Opening Height(for lndzurtelyspardi g mUllons) re Te 501n 601n 701. BO In 1 901n 1001n 1 1201n 140 1n 1601n y52I9 p Recleag lm Ttap7Tdeng, Recferrgdar TmpTdang. Reclenguler TrepMeng. Rectengder TrepfRieng. Rectengdxr TrapfMeng. Reclan9dar Trep0ang. Rectangular TraprTdeng. Red gular Trep(Tdeng. Rectenguier Tmpri'dong. 9.26"30 Loan Loafing Loafing Loadn9 Loafing Loafing Loafing Loafing Loafing no Loafing Loafing loading Loadn9 LoadnB Loadne Loodn9 Loafing oyr U DEG.ALa!j BAYMULL � R " fi �y.py¢ frX�• b y�yr fry fr b 8 €s q¢ fry} fi g• $ �$@y•g¢• fr fifi.711¢ fi rq6 u S ••�� coN rn W s fid s d3 d f d � d f g [C d K fid d3 $ d z �� 421. 170.0 620 170.0 435 170.0 744 170.0 478 170.0 Bee 170.0 608 170.0 882 170.0 519 170.0 1118 170,0 621 170.0 1240 170.0 621 1170.0 1468 170.0 521 170.01 1735 170.0 521 149.1 1740 170.0 521 J W 461, 170.0 708 170.0 524 170.0 858 170.0 584 170.0 992 170.0 830 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 660 1522 1622 170.0 680 130.5 1622 170.0 680 1142 1522 170.0 660 60.8261n 170.0 747 170.0 563 170.0 898 170.0 631 170.0 1048 170.0 684 170.0 1105 170.0 723 170.0 1345 170.0 747 1642 1443 170.0 768 138.9 1443 170.0 768 111.3 1443 170.0 768 102.8 1143 170.0 768 L!J 0 o O 641n 170.0 787 170,0 612 170.0 956 170.0 691 170.0 1116 170.0 764 170,0 1276 170.0 603 160.4 1353 170.0 837 144.3 1353 170.0 856 t20.3 1353 170.0 661 103.1 1353 110.0 881 90.2 1351 170.0 881 Im M 1-- 60 601n 170.0 885 170.0 701 170,0 1087 170,0 787 187.0 1216 170.0 676 146.1 1216 170.0 814 128.9 1218 169.8 gag 118.9 1218 1621 824 87.4 1218 118.1 913 83,9 1218 146.1 913 73.1 1216 148.1 813 J J 63 In 170.0 830 170.0 745 170.0 1118 170.0 650 160.2 1160 168.6 933 131A 1160 163.0 914 116.6 1160 141.9 688 105.1 1160 134.2 BB6 87,8 1160 128.7 871 76,1 1160 128.2 870 85.7 1160 126.2 870 � 0. g 681n 170.0 974 170.0 789 152.4 1048 165.8 861 130.6 1040 146.8 864 114.3 1018 MA 850 101.6 1048 123.4 839 8t.4 1048 116.6 830 78.2 1040 109.4 821 65.3 late 108.2 618 57.1 1040 10&2 816 z to C 72 In 140.8 860 147.9 764 117.4 880 12&0 748 100.8 980 110.8 734 Me 880 100.0 722 7&2 880 92.0 712 70.4 680 1182 703 50.7 Sea 79.2 693 50.3 080 76.6 888 44.0 680 76.4 688 � 7 1� Z J 781n 118.7 780 125.1 690 99.8 790 ff43542.4 86.9 790 83.3 683 74.8 780 83.9 852 88.5 780 78.9 8q 69.9 780 71.7 833 48.9 780 66.1 824 42.8 790 82.1 819 37.4 780 81.8 617 Q r- a�•- g 70 In 710.8 750 115.5 657 92.3 76079.1 760 85.9 632 69.2 760 77.1 621 61.6 750 70.6 612 65.4 750 65.7 605 482 750 69.4 694 39.0 760 662 Sea 34.8 760 65.6 586 F Q 901n 72.1 667 74,4 We 60.1 68351.5 563 64.6 483 15.1 683 48.8 475 10.1 603 44.4 488 3&1 683 40.9 402 30.0 683 30.2 452 25,8 603 33.3 445 226 683 31.8 442 Q m Z.,O O F W m 951. 69A 495 61.1 443 49.5 495 42.4 495 44.6 427 37.1 495 39.9 421 33.0 495 36.1 415 28,7 495 332 409 24.0 495 29.1 400 21.2 495 26,8 394 Me 495 25.0 390 1 Lylosln 41.7 391 42.6 353 34.6 391 20.8 391 31.1 342 26.1 391 27.6 337 23.2 391 24.0 333 20.9 391 22.8 328 17.4 391 19.7 321 11.8 39i /7.11 3161n38.4 370 38.2 335 32.0 370 27.5 370 280 319 24.0 370 25.3 320 21.4 370 220 318 19.2 370 20.9 312 18.0 370 10.1 305 � LU1201n 30.4 317 389 289 25.3 317 21.7 317 225 200 19.0 317 iB.B 278 16.9 317 17.9 273 Q M Q O O 1441n 17.0 220 17.8 203 a c Z N y TABLE 15B ANCHOR CAPACITY ADJUSTMENT FORMULA: FR 9 m0 An horCovaelty Table fibs) $ A ANCHOR CAP,,,,,•,,,, Substmla 2.7k cacrete 3.5k Com. H4114w CLtU F9ted CA1U PT Wood Metal (DP,)X( )=ANCHOR CAP.,,, S16.Eke 1!4'88Eioo 6I16'Elco 1l4'S9Eloo 81081881 91231891 81261881 MULLION CAP.,,,,,,,,, Amcor type: 3116'Eko UlOeoon f/4•Eko Ullreem UlVeoon 3If8'Eko Uleecan If4'Eke Ulueoan Agg.ontor Ultmem Aggre0slor Screw(G5 Semw G5 aconv 05 USE THIS FORMULA TO OBTAIN THE'ANCHOR AnchorCllpPatterne > ( ) ( ) Edge gammo Bnk 1• 2.112' 1' 2.12` 3.1I8• 1' 2-12` 1` 2.1/2' 2• 31I18` 2• 0.48• 8.54• 8.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment(Ink 1014• 1-3/4• 1-314• 1 1-3f4• r 1-114• 1-114• 1-114- 1-114• 1.714• t-1/4' r Two, 1-w 'ides ACTUALPRESSURE REQUIREMENTFORTHE 2A.hmQ5'MIN O.C.1(2)215 Anole dips I ft.1k 39016, 39011, 45011, 89011, 170011, 270 lbs 20011, 35416, 740Ibs 3741b, 720lbs 94811, sal les adz lbs 58o1bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amhm®3.5•Min.O.C.1(2)215 Angle Clips I n.2): 780110 700IDs 79011, 1870110 252511, 17011, 560lbs WA 1120110 748160 8801bs 1892lbs 692lbs 88516, 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED B Amhom@2.71`Min.O.C.1(2)215 Angle pips I(Fig.3k 112011, 112011, 8581. 214,16, 2254ma WA 840lbs WA 1059lbs wA 1320lbs IVA 10221bs 1327 lbs 18801bs MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE IRODULTREVISED ANCHOR CAPACITY TABLE. >sw11ry1TingwhhOtoNlo de FIGURE 1: TABLE NOTES: 1fi� ate • • 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. iaml ado Pr un COhtrol FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/0R OPENING WIDTHS IS ALLOWABLE. %0111111, 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. •125" �� pNY LYNN M I • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30" XtcE S• x. '/ FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. P�,•' F '•.'P 1i;' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3,250" No.58705 '1f FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM Q80.WOOD SHALL BE PRESSURE-TREATED • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8083-T5 AND BEA MINIMUM OF.125' -_-0•: THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 30'BAY � �IS;•l LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION U, •, ST Tf_ "• �` • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. %,�s•..a[ORtoP,:•'�\\�� ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. A.LfWN" IP.E. FL P.E.#68705 TABLEi6A Mullion Capacity Table IbefR2 RJR Opening Width(for vertically spaMlg mUllons)or Opening Height(for hodwritalysparrirg millions) c! >` 501n BO In 701n 801n 001n too in 1201n 1401n 1601n Roc gut. Trepr7dong. Rectangular Tmpfldeng• Rectangular RoplMang. RectengWer TreNTdang. Reclengular TrepTdang. ReclergWer TrepTdan9• Reetenguler TreprTdeng. RectanpWor TrepMang. Reclen(Nlar Treplydang. q 3.26"46 Lowing Loadng Loacing Loafing Loafing Loafing Loadng Loafing Loednp Loafing LaadnO Loafing Lowing Loadne Laadng Loafing Load g Loadrg o y a U OEG.ALF F F F F 2• 0.' ga y� s. a yg {ga. y s. s t4 a $ e h s s CA 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 5011 170.0 992 170.01 519 1170.0 1118 170.0 521 1170.0 1240 170.0 521 1170.0 1488 170.0 521 170.0 1735 170.0 521 180.9 1871 170.0 521lL J W 481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 092 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 1'170.0 660 1163.1 1837 770.0 680 140.3 1837 170.0 680 122.8 1837 170.0 680 2 50.0251. 170.0 747 170.0 669 170.0 890 170.0 831 170.0 1046 170.0 684 170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 1494 '170.0 756 147.1 1552 170.0 756 128.1 1552 170.0 758 110.4 15% 170.0 750 W O 0 541n 170.0 707 170.0 812 170.0 9S8 170.0 601 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 155.2 1455 170.0 650 129.3 1455 170.0 8a1 110.8 1455 170.0 801 07.0 1455 170.0 881 M N 601n 170.0 855 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 157.7 1309 170.0 944 139.7 1309 170.0 096 125.7 1300 103.5 004 104.6 1309 167.1 082 89.6 1309 157.1 982 78.e 1309 157.1 982 F co .J.I 031n 170.0 930 170.0 745 170.0 1116 170.0 850 162.9 1247 170.0 940 142.5 1247 184.5 083 128.7 1247 152.6 865 114.0 1247 144.3 952 95.0 1247 138.2 We 81.4 1247 135.7 935 71.3 1247 135.7 935 LU EL 88 N 170.0 974 170.01 789 170.0 1169 170.01 003 1148.4 1100 183.7 065 129.9 1100 147.0 045 115.4 1190 136.5 028 103.0 1190 128.4 914 86.8 1190 119.5 898 74.2 1100 116.1 893 64.0 1190 118.1 693 Z to m m721n 161.0 1010 169.6 077 134.7 1010 152.6 859 1154 1010 1 127.2 842 101.0 1010 114.7 028 89.8 1010 105.8 617 80.6 1010 98.9 1 807 67.3 1010 90.6 1 705 57.7 1010 87.8 790 50.5 tate 87.7 789 tT,W J 761. 137.4 008 143.8 792 111.5 008 122.0 775 88.1 808 107.1 781 85.9 906 98.2 749 70.3 908 862 739 88.7 900 82.3 728 57.3 9011 74.7 718 19.1 806 71.2 710 42.9 BOB 70.6 708 J aZ Q } g 78 k 127.1 661 132.5 754 105.9 801 112.5 738 00.8 861 06.8 725 79.4 851 68.5 713 70.6 881 111.0 703 63.5 861 75.4 694 53.0 881 66.1 681 45A 861 64.5 875 38.7 681 83.7 872 ~ ¢ Q N O 001n 82.7 646 65.4 574 08.9 848 72.1 SW 59.1 648 82.9 554 51.7 640 58.1 545 46.0 048 50.9 537 41.4 810 47.0 530 34.5 816 41.6 518 28.5 818 38.2 571 25.0 818 36.5 507 Q to Z `- 981. 88.2 568 70.1 508 fi0.8 588 59.1 480 19.7 SOB 51.4 401 42.0 688 45.0 483 37.9 588 41A 470 34.1 b88 38.1 470 26,4 568 33A 459 29.3 5811 30.6 452 21.3 588 28.7 447 LU 00 1081. 47.9 449 48.0 4e5 39.0 448 47.2 398 34.2 449 35.7 393 20.0 449 31.7 387 28.0 499 28.6 362 23.0 449 28.1 377 20.0 440 22.7 386 17.1 529 20.4 381 150 440 18.0 356 III In 44,1 425 45.0 385 38.6 425 37.0 370 31.5 425 32.8 373 27.6 425 29.1 387 24.5 425 28.2 362 221 425 24.0 358 18.4 425 20.7 350 16.8 426 18.0 313 M 0 S? 12O In 34.9 381 35.5 331 29.1 384 29.8 928 24.9 304 25,8 321 21.8 364 228 317 10.4 3114 ZOb 313 17.5 384 16.7 309 U Q O g14410 20.2 253 20.4 233 16.8 253 17.1 230 a zm0 O TABLE16B ANCHOR CAPACITY ADJUSTMENT FORMULA: �M40 Anchor Ca acl Table([be) ANCHORCAP.,,�,,,, '� �'0' Substrate: 2.7k Cmcrele 3.5k Cone. Hou-cmu FNed CMU PT Wood Metal (D_)X( ANCHOR CAP, 5116'Eke 114•SSEko 6118•Eloo 1148SSEWo #IOSteel 012Skel #12 stool Anchor Clip Patterns AnelwrTypo. 3118'Eko UlVecon tla•Eko UlUacan Ulurcon 3116'Eko Ulbacon 114'Eko ulaacon Aggrecator UOrecon AggreOator Screw(G5)Sow(051 Screw(0.5) USE THIS FORMULATO OBTAIN THE"ANCHOR Edge Uslence(Ink 1' E390Ibs 1' vre 1118- r z-t/2• 1• z-fn• 2' 3•va• z• o.4e• o.5a• o-3z4• CAPACITY REQUIRED'CORRESPONDING TO AN Embednenl Mk 1.314• 7314' 1.3/4• z 1-114• 7•14' 1-114• 1.1)4' t-114• 1-114• 2• 1716• 13)6• sedea ACTUAL PRESSURE REQUIREMENT FOR THE 2 AnaMm®5'521.O.C./(2)2x5Anglo CBps/(FIg.7C 340Ibs 450Ibs 890 ks 17001Ds 2701bs 2BO Ibs 3541bs 74o t5s 3741be 72010. 84s los 341 ks 4421m 56016s OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors Q 3.5•Mh O.C./(2)295AD910 Cepa I(Ffg.2); 7801bs r90 ks taro lbs 25261b. 5401bs 580Ibs wA 1120lbs 7481bs ego lbs 16921b. seeks 6851be f t2o Ns CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Anchoma 231•Me.O.C./(2)2x5 Angle C8ps/(Ffg.3): 112016. 858 ks 22481Ds 22541es wA 8401bs WA t0591bs wA 13zo lbs wA toz2lbs 13271bs tseo lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. ea complyin8 w)d1 the Fiodda FIGURE 1: Building Ccde/I .� O TABLE NOTES: A_caeplamro No Deto �eY1� 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. 13Y i4mt adePmduetOorsf+el FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 777)t 1111/// 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125" 45• FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. h 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250• No.58705 - 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 BE A MINIMUM OF.125" THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 45"BAYSTAT 1: 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. % �,s'•F�OH,�P''�G�\` ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. '7/77S�ONAL �� A.LYut3IJIILLER,P.E. FL P.E.#58705 1.000` f--- -'1 1.000• -'j 1.000' 1,600• �--1.266•--� {g. o 126' �i . La311'16 5" .1 2.750• 2.750` •126• 3.125" 25V 3.186 .126' a-1251 LII O Y mn � 2.000' 2.000' . 2.116' N .285" 125' .125' N 500' Z co •9iY •-jj LU VX2`X.125'MULLION 1•X2'X.375'MULUON 1'X 2.75'X.375'MULUON 1'X 2.75'X.850'MULLION, 1'X 3.125'X.5'MULLION 1.25•X 3.166•X.265'MULLIONcn 128•X2.11'X.125'MULLION S 6063-TB ALUM. 6063.76 ALUM. 6063-T6 ALUM. 6083-TS ALUM. 6063-T6 ALUM. 6083-T6 ALUM. 6063-T6 ALUM. m X-SECTION XSECTION XSECTION X-SECTION XSECTION XSECTION XSECTION LU NCD 0 cQJ ['LITMIDARI)CUP TABLE A �2X5 ANGLE CLIPDimanelon VelUe(In) For MUIIIOn: Z-TB ALUM. 6063-TB ALUM. 2.000' ECTION 2.126" XSECTIONU-CUP 2.060• A 1.625 1 6083-T6 ALUM. .125' B 2.854 1'X2`X.125' Q �-' v .125' XSECTION Aluminum C 0.895 Tube Mullion N 126• D 0.740 Qs)�So 'o Z 33 740• - A 1.125 1'X2'X.375' W O 5.500` B 2'404 Aluminum Y Y CREATEF-F-CLIP,SEE MIN 5.000• C 0.835 Tuba Mullion V Q --375'MN.- D 0.490 Q.. O O MIN. r DETAIL F,SHEET4 d Z o .338'MIN. A 1.876 g$ - �'O s.0 r------------ B 3.000 1•X2.75•'X t I I I I A A I U-CUP A F----- L_______J 8083-TB ALUM. `- -------------------' 2xsANGLE CUP C 0,767 .376 Aluminum TOPVIEW 8063-T6 ALUM. D 1 116 Tube Mullion STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE TOPVIEW E .450 Mln. CENTER OF ANCHOR HOLE MUST LIE 606"3-TO OPMEW ALUM. CENTER OF ANCHOR DASHED BOUNDARY.SEE SHEETS AN FOR THE A 1.312 WRHIN THE ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR 1'X2.76'X DASHED BOUNDARY.SEE HOLE MUST LIE SHEETS 5-17 FOR THE ANCHOR O.C. WITHIN THE DASHFA HOLE DIAMETER:ANCHOR DIAMETER i 1/18'. B 3.000 .850° DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE C 0.476 Aluminum DIAMETER:ANCHOR DIAMETER+1/16. SHEETS 6.17 FOR THE D 0.838 Tube Mullion ANCHOR O.C. TABLE B DISTANCE.MAXIMUM A 2,000 RODUGTREVISBD ANCHOR HOLE Mull Dimension sheat# PGT Part# 1'X3.125°X cota,*111awhh the IlIffida 6.500' .375' ( ) B 2.837 andlaBaaIN DIAMETER ANCHOR Mullion Std.Cllp Offset Cllp U-CIip Angle UP .500`Alum �No .375' MIN. DIAMETER+1/16'. C 0.863 Tube Mull ata MIN. 1"X2"X.125"(5) 66605 666113M 6661118M 666243M 666511M D 1.137 ______ -_________ 1"X2"X.375"(6) 668006 666114M 6681119M 666244M 666512M A 2.625 1Iam) adePmductControl I-_-- �- i 1.25X3.188' 1 I I 1"X2.76"X.375"(7) 66607 6MI15M 6661120M 666245M 666513M B 3.282 I I X.285'Alum B 1"X2.75"X.650"(8) 66606 666116M 6661121M 666246M 666514M D 1.782 C 0.862 Tube Mull `\��Ny LYNN j ------- D j 1"X3.125"X.500"(9) 66637M 6661116M 6661114M 666242M 666515M �•'KENS •<<F �'� I I 1.26'X2.111X F '•� L-------- I 1.25"X3.188"X.265"(12) 66641M 6661117M 6601113M 666241M 666516M A 1.813 J ---- .121"Alum r r x 1.26"X2.11"X.125"(18) 69370 MIA N/A WA 668517M Tube Mull No.�BTOj OFFSET CLIP NOTES: �107F! S; tl- C' OFFS 6 ALUM. "tl•' W '126° I TOPMEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. ;�(� ST /l/: .740' .(� '.FCORIOP.•'•G,�� 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. ,/��is`S/ONA1. A.LYNN MIUBEh,P.E. 3)SEE SHEETS 2-0 FOR GENERAL INSTALLATION METHODS. FL P.E.#68705 -� 1.000• -{ 1.000" 1.os2•-1 �i 740• ®O v .063" .385" .082' I {+{ .126" x �I f'-.126' 5c! a 062" a .438" 4.000• •125•STANDARD CLIP cc 4.000' 4.000' 2.000" 2.125' 8 2.625' 6063-Y6 ALUM. 2.000"LX-SECTJON CLIP I< .125" X•SECTION U•CLIP UM. I I 8083.76 ALUM. N .125' .125' .125' XSECTION .125' � m .031" 7-- Z N rc F 126 WI CENTER OF ANCHOR HOLE MUST LIE THIN THE W .375° •155" J 375� „ DASHED BOUNDARY.SEE SHEETS 5.20 FOR THE - X T ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR W m G S O I HOLE DIAMETER:ANCHOR DIAMETER+1116". 1'X 4'X.125' 1'X 4'X.37b' 1'X 4'X.375' 6.600' m (1) o F MULLION MULLION 'T'-MULLION CUT HERE TO 5.000" Z Mco 8083.76 ALUM. 60(13-TB ALUM. 8o83•TB ALUM. 3,125• .375' 375• F- t0 J X-SECTION X•SECTION X-SECTION .376' 'I_CREATE F•CLIP,SEE MIN. (n J MIN. DETAIL F,SHEET :3 Z � 1.250' .375' Z W -------� I �-------- CENTER OF i--------- -----------� .375' P" 1.250' 11,2101 I I I I I I ANCHOR HOLE I I MIN. = O o v o:Z I I I I I MUST LIE WITHIN I I J D- I I I I THE DASHED I �' t I I I i I F BOUNDARY.SEE i I Q C o 2.875' --' --- SHEETS 5.20 FOR 1________I O Z THE ANCHOR O.C. F I I Z co 0 I I I I F DISTANCE. 3.94" I I I I I I MAXIMUM I fn Z 3.250' 3. I I I I ANCHOR HOLE I I W Q DIAMETE .100' 00' JI AN HORLR• L--------------------J Q.100" L _____J I LDIAMETER+1118'. Q 2i z 0 0 '100' 4' 624' STANDARD CLIP U-CUP 6003.78 ALUM. u �G' DQ �- CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. 6063-T6ALUM. TOPVIEW --1 .820"1- I �i .820" 1-- ---1 .820'l-- -1-1 DASHED BOUNDARY,SEE TOPVIEW TOPVIEW 1.25•X 3.26'X.100" 1.25'X 3.26'X.624' 1.26"X 3.94'X.824' SHEETS 5-20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimenelon Value(In) For Mullion: Dimension Value(In) For Mullion: 6005-T5ALUM. 6005-T5 ALUM. 6005-TS ALUM, DIAMETER:ANCHOR DIAMETER+1118'. F 3.687 1'X4' F 1.938 1.25'X3.25' X-SECTION X-SECTION XSECTION G 1,000 ,125' G 0.500 X.824' 3.489' 5.500' -I H 26(10 Aluminum H 1.438 Aluminum I 3.000 Tube-77 I 3.250 Tlbe Mullion 2.661" /� .125" .376' .375' F 3.187 1'X4'X F 2.625 1.25'X3.84• .376' G 1.125 X.624' RODUCI'. 1377 125" 1877 I MIN H 27430 Aluminum H 1.500 Aluminum compUfPP ISE arida r---- ----, -------� I I I I 1 3.000 Tube&--- 1 3.250 Tube Mullion us8168ibdc I I I I I F 2250 1.25"X3.25' F 2,813 30°Be Mull a�,plmx�..ct�.nftl 125• 0760X.100' F 2.875 45°Be Mu11.125' 45° 2.250' i i I I 1 I H 1.500 Aluminum _30° I1 4250 Tube M illion I I I H I 3.250'85°BAY MULLION I 3.250' I I I I TABLED 1111 1 1 1 1 1 1 30'BAYMULLION 6083-T6ALUM. L ---- I �_ _____� Mull Dimension POT Pert# \��CN�( 4 6063-TB ALUM. I X-SECTION I ••""• i (saeetN) Mullion Std.Clip Offset Clip U-0Clip Angle Clip {�,•' GENS F i� XSECTION G OFFSET CLIP 1'X4'X.125'(10) 89384 688111M 6661122M 666241M 868518M �C r +� 7 I .125" 6063.76 ALUM. V X4'X.375"(11) 66610 666112M 6661123M 666242M 666519M No.X8705 .228'J �•.981'� .226' ,981"^1 TOPVIEW 1-X4-X.375''T-(11) 66653 666112M 6661123M 686242M 866519M - -�'t NOTES: .740' - 1.25'X3.25'X.100'(13) 20180 6881127M 6881124M 8862410M 6685115M --O•'. ''l / 1C) j� ;.�M1 1.25"X3.25'X.824'(14) 20161 66111128M ON1126M 6662411M 6665116M '� ! F! 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. O S ATE 1.26'X3.94' .824'(15)1 20162 6661117M SN1128M 666241M W517M '•.!�(ORIDP••'•��\� 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degree(19) 86849 WA WA WA 8665110M �i S •"' . 45 Degree(20) 66650 WA WA WA 6665111M //Ly'wM NAL-W 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.LYI•II(lIM)CL��2,P.E. FL P.E.#58705 TABLE E Mull Dimension PGT Part# e ` (Sheet#) Mullion Std.CIIp U CIIp Angle Clip '1 x•125' x.125' Idx� 2"X4"X.25"(16) 66602 666261M 666271M 6665112M 2"X8"X.25"(17) 88804 666282M 666272M 6665113M I iLSTANDARDCLIF U-CLIP 2XSANGLECLIP 2.000' 6063-T6 ALUM. 6063.76 ALUM. v 2.126° XSECTION 2.000' XSECTION NOTES: NLO 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING 25' •126' .125' "I In DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L (0 M w ' 2)SEE SHEETS 6-20 FOR SUGGESTED,APPROXIMATE _ZO N o: (0 HOLE LOCATIONS. 1 480" LLI 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. W CUT HERETO g U a y 3.500° CREATE IL F, 5.000°�-,375° U.1 O O 2.000' .375' OD (Q O F .375' � r_SEE DETAIL F, � .375' MIN. Z M MIN. SHEET4 MIN. R p O Z r-------- ------ --------t -- -- --- Z 5: 1 I I � f------------------ l Z W= m � 4.000' I I 1 QrcZz I 1 Fe- -1-- - - --I- 3.438° + 3.438' .250°- 2'X 4'X.25' I 1 I --------1 � U Q o1 p 04 6063-76 ALUM. i I LLION3.438' i i F. Q.§ fo o XSECTION I I I I I I .375' g -------� -- -- L------------ I to Z `- ----------1--- ---------� MIN. W Z J Cq fq �- STANDARD CLIP U Q U-CLIP,6063.76 ALUM. 2X5 ANGLE CLIP CENTER OF ANCHOR HOLE MUST LIE 8083-T8 ALUM. SED FOR 2'X 4'MULLION.SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 6083.76 ALUM. a Z f •260° WITHIN THE DASHED BOUNDARY.SEE TOPVIEW - TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW 4.$ m� N SHEETS 5.20 FOR THE ANCHOR O.C. SHEETS 5-20 FOR THE ANCHOR O.C. €�� DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE DIAMETER:ANCHOR DIAMETER+1/16'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1116'. SHEET 5.20 FOR THE ANCHOR O.C. 5.500' DISTANCE.MAXIMUM ANCHOR HOLE CUTHERETO DIAMETER:ANCHOR DIAMETER+1118°. ,375' 3.500' -i CREATEF-CLIP, 376" 5.000" MIN. r_SEE DETAIL F, 375' SHEET4 MIN. MIN. .375' r----- ----- --- -------•+ -- -- II r---------------------T I I I I I I I comply1n8with the Florida I No 24- 1�5. 1 1 I ; I I I 17N�C I I I 1 I Product oniroi .250. 6.000" -j-- T- --j- 4.868' �e t re +--------I 6.438' I I i 6.438' I 5.438° j 1111111/// 2'X8°X.25' I I I I I I 11 ''`,.•'�10ENSF '•�'p i MULLION 6063-TB ALUM. h' No.58705 •�( X-SECTION I i I I .375' - `-------- ------ -------� -- �------------ MIN. - - �_ %��'• TATE OF :•k� .250' STANDARD CLIP U•CLIP 2X5 ANGLE CLIP �� '•.�LORlOP••'•��`: 8083-T6 ALUM. 6083-T8 ALUM. 6083.78 ALUM. �i SS/ TOP VIEW USED FOR 2'X 6'MULLION,SHEET 17 TOPVIEW /� �NA1- ,, TOPVIEW A.LYNN Mlu''dh P.E. FL P.E.#58705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.114'.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01-60.0 PSF. n a Na ANcnoas IN HEAD 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32'+32+1'=65'.REFERENCING SHEET 26,THE COLUMN USING -'- RECTANGULAR LOADING MUST BE USED,SCAN THE MULLION TABUS FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4•AND WILL MEET OR EXCEED THE REQUIRED td Sx DESIGN PRESSURE OF+60.0/-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. 9EE SEE FROM TABLE 3A,SHEET 7,THE 1'X 2.75'X.375"MULLION(LENGTH=72',OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-58.3 PSF AND WOULDo O FENESTRATION oErAlls, NOT BE SUITABLE FOR THIS APPLICATION. p n ~ PRODUCTS SHEETS Bz APPROVAL 2.3 FROM TABLE 4A,SHEET 8,THE 1'X 2.75'X.650-MULLION(LENGTH=72•,OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+/-72-7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE 6 �' 72• OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N MULLION LENGTH 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 R m 4 4 ANGLE CLIPS WITH(4)012 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. z N L �/ DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL W snEEEs APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REgUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE j 2;! INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1-60.0 PSF-TH�OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, W CD 0 NOANCHORS IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USE TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: 32' 3Y DO cG J --i nl—IUuwIDT� 638 LBS � (60 PSF)X( )=524.9 LBB (MAYBE USED TO QUALIFY#10 S�fEEL SCREWS FROM TABLE 4B) g OPENMO WIDTH 72.7 PSF Z g m THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-3/8'.THE OPENING REQUIRES ' DESIGN PRESSURE OF+50.01.55.0 PSF. J o 1 rcZ Q r d FOR THE VERTICAL MULLION: F 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'+1"=73'.REFERENCING SHEET 25, Q z THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8'AND WILL D) W o EXAMPLE 2:MULTIPLE MULLIONS 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 SZEAVAILABLE. D) W o LU J FROM TABLE 3A,SHEET 7,THE 1-X 2.75'X.375'MULLION(LENGTH=106',OPENING WIDTH=80')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS-/-16.1 PSF Of M Y X MULL WIDTH-1 1--- AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U Q FROM TABLE 12A,SHEET 16,THE 2-X 4'X.250'MULLION(LENGTH=.108',OPENING WIDTH=80')HAS A DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS d Z SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. 0 m0 SEE DETAILS, 32' SHEETS 0 L FENESTRATION BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36'+2'=74•,NOT 73'AS PREVIOUSLY PRODUCTS 2a ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICAB[E FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL THE 73'DIMENSION(35-V2'+35-M"+2'=731). I ' 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED VERTICALCONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP W�RE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. MULLION` - `- USING THE STANDARD CUP WITH(6)3/16'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND —SEE SEE LENGTH DETAILS DETELE, THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 071 LBS. 8 SHEETS 2-3 SHEETS FOR THE HORIZONTAL MULLIONS: OPENING HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2'X 4"X.250-MULLION,INTHIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER HORIz // // MULLION TYPE COULD BE CHOSEN. RODUCf REVISED MULLION 72' ro wlnPlYlI18 wAL the Fwdt / / 1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32'+7242'-106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE uaplalc�o Ndo 1 �� do USED.FROM TABLE 12A,SHEET 16,THE 2-X 4'X.250'MULLION(@ LENGTH-42',OPENING HEIGHT=120')HASA DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE VZ REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPI;ICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. SEE SHEETS, 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' liunl)ale Produet Control SHEETS WIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 8•)CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH 2Y (4)3/18'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1"GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED \11 I I!11 ANCHOR CAPACITY OF 521 LBS. �\ONS( LYNN�; 38',HORIZ. HORIZ. II 3(i', CC 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 128 FOR THE U-CLIP SHOWS THE ANCHOR ♦ .• �•\CENSE •.. i� MULL LENGTH MULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. "k1 •)IC - _ No.58705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: _ _ +/-84.7 PSF FROM THE VERTICAL MULLION; +1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHINGTO +/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACH NG TO THE;VERTICAL MULLION(INTERSECTION). ATE�OFS 46/- THE LOWEST DESIGN PRESSURE IS+/•64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. %O'� ''•,�CORIOP,.'' . VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION �� '�/ONM- PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.ON14 MIUL@�,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALRRI/WGULAR LOADING: W � 0 PW PW � a PW --- I I Z 8 m SH/DH SHfDH SH/DH SH/DH ; PW PW ZN Q 4 Q Q 1 w I w 1 / o / � W o O LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j / / / / m M ~ SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I / / / / J HINGED J DOOR m 7 SGD I I z LOADING OF VERTICAL MULLION ? W PW LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q J 9 ted. a PW I Z Q N O I Q Z tp PW PW PW �o.o o m W / I PW �i Q N SHIDH SH /D H go go I S I / / LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I PW I IF PW � HR 1 1 I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF-HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION PIA HINGED DOOR PW PW 1 NOTES: RODUCT REVISED I complying wigs Wo Florida 1 7)DRAWINGS ARE 1 RERESENTATIONS OF TYPICAL axpt�anwNo1 j PW B CONFIGURATIONS. PW CONFIGURATIONSNOT SHOWN _ MAY BE EXTRAPOLATED FROM 00 i THOSE SHOWN. IF THE LOADING TYPE CANNOT BE DETERMINED,USE \��,��ON••'��I �<<<c �i� j PW RECTANGULAR LOADING. ` Q:' ��C Sg •'• PW pW I / 3)SEE PRODUCTS'APPROVAL FOR = ��:• No.50705 j ACTUALANCHORLOCATICNS. LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION1�3 `! PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j --a .4. a...` �S 1 SG D ATC- F :•1 I � LOADING OF VERTICAL LOADING OF HORIZONTAL A. LYN �IMI�..P MULLION MULLION A.LYNN MIU5870P.E. FL P.E.#58705 P'� MAMA plastpro 5200 W. CENTURY BLVD. Z LOS ANGELES, CA 90045 ``�• " •o 1.11 �< ea 2 E eZ VVV •E S u: 3150'MAX.OVERALL ' a OPAQUE FIBERGLASS DOOR FRAME WIDTH E � INSWING/OUTSWiNG s "IMPACT' 01 0 Z z 3 3 � GENERAL NOTES o m a" w 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code 0 m (FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). w w = c 2. Product anchors shall be as fated and spaced as shown on details.Anchor embedment to ® al a d base material shall be beyond wall dressing or stucco. < m ! 3. When used in areas requiring wind bome debris protection this product complies with 0 X Section 1609.1.2 of the FBC and does riot require an impact resistant covering.This product o O meets misslle level^O"and includes Wind Zone 4 as defined in ASTM E 1996 and Section ' 1609.124 of the FBC. 4. For 2x stud framing construction,anchoring of these units shall be the some as that shown ° o o for 2x buck masonry construction. in 5. Site conditions that deviate from the details of this drawing require further engineering � c analysis by a licensed engineer or registered architect. TABLE OF CONTENTS o0 sNDESCRIPTION i tti EkA41 o�S K�I#�S ►1R> lt'� o TYPical elevation design pressures.3 general notesN+�N„ � z o s 2 Doorpaneldetails =_ - -- l0 3 Horizontal cross sections ___ =411VIEM510_N ;;d_5�111 ; ;tJEG_l ` wa: 8125114 = v 4 Verticolcrosssections INSWING sam, N.T.S. ,Q INSWING 37.5D”x 98.00^ +65.0 -70.0 V 5 Buck and from anchoring 2X buck masonry construction Mr.BY. AL m 2 6 Frame anchoring-1 X buck masonry construction CML en LFS 3 % 7 Bll of materials components OUTSWING 37.50"x 96.50" +65.0 -65.0 orHwwo ra: d FL-17184.16 u g srrzEr 1 ov 7 0 g ' o: i R:\A-Prdech\P(gec1 FaideaVrp11701•IBM\PF 1779\D.RWBC Drawings\FL-17184.11-20,dwg,2.6 95.25'MAX.DOOR PANE.HEIGHT N-+ p �X��Lsa� � NN �Oy :ql:':4'„t• . 01 A ' CLL aL m •• fn Mr v a 1,i;yY1. O 2 M y IT ? y n5: R. m r p AV @ m A � T5nm 3 $ 0 N N m m L1'il a 0 A N n 103 V (m z (0 PRODUCT: Doau—t.Pmpamd Dy: PLAWRO Gp TING CONSULTANTS,INC. m FIBERGLASS DOOR JL PO Box 250 Valrrco FL.33595 hl V z N Eno N,515.539.9197 $ m a ;-I PARE OR ASSE)ABLY: Ronda Baord M Pmf—t wi En9Tnwn P 59'... CorUeagb O1 tAgrfzgllqn Nq.9515 NO DATE BY ODOR PANEL DETAILS S.G z7aY EYISIONS Lyndon R Sahm1 43409 O 2014 R.W.BU11.01Np CCN9U{.TAlRx LNC. " RNA-ProJ9Ct1\Proj9e1 Fdtlars\N 1701-I800\PF 1779\0.RWBC Drawings\FL-17184.11•.20.dwg,3.6 ' a m e W�+ I A m O r (} UN O _ L . r o -0 21 p Z �0 I0 W~ 4 XA AA v 7-311 03 AN Q 9 EK- M N 9� 0 W W Z � Z A V x C O a � p Gf °� 0 zy est o. ••a � r 'n m N 1.17 0 O Z ¢q PRODUCT: Bocumonb Pmpamd BF: /'1 F PtASTPRO CONSULTANf3.INO. m FIBERGLASS DOOR ✓t,�r•0•BoI 230 vatAoo Ft.33090 Phone No.t 813.079.9107 !9 �m y to PART OR ASSEAigLY: Flolfda Boons of Pmf—tonot rmt.- { A to Caltlftota Of afmUon N0.9813 NO DATE BY HORIZOMAL CROSS SECTIONS 1 Lyndon F.Schmidt.P.E.No.43400 021]14 R.W.BUILnINM CCNd11LT^W.INC. RAA-Necls\Pmajecl Palders\Pff4 1701-1800\PP 1774\0.RWBC Dmwbgs\F417184.11.M.dw0.4.6 m m to aw •`. p� 03• �� a. cff 0 - 4 0 +. � dle, o ' w ;. O.1S a co MINK '� v fryp) 1.X MIN. 1-1/4°MIN. EMB.(IVP.) EMB.)TYP.) 1-1/4"MIN. EMB,PP.) .4 awn . i. •:�.: m ti G] • 9 R -`- o^ cp t - 'b. z � o �M g 0 •.. m � o C1 I-1/4"MIN. i EMB.(TYP.j G PRODUCT Doaam.nta Pnp.nd.EV: PtrLS7PR0 ��pp U9DiNtF CDNSU17tNis,sNc A FlpERGLASS p00R ,/\,�.o.Bo.23B valdco FL sss9s Z. � Phrn.Nos 813.0.49.9197 N PART OR ASSEMBLY- Flaado Board 0 Pmf...10-1 En91n..r. 4• NO DATE BY VERTICAL CROSS SEC17ONS Gnitkat.of arl:atkn N9.cera REVISION .P'z7.ry CYadan F S.hmtdt.P.E.No.43409 O U014 R.W.BUILDING aaNCULTA IMa. e Z TYP.HEAD TYP.HEAD& MASONRY &JAMBS 1_ MASONRY JAMBS 8 9 0 2 4 8 c OPENING r 18 OPENING A � 0 c�Z V v� 2 FRAME –O o =g 2X BUCK '2 p m 2X BUCK gl =)m CL a m "i N } Om F NP. .P L slu a e z BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB U K Masonry 2X buck construction 28 g � CONCRETE ANCHOR NOTES: M , 1.Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to modarjoints. 9 2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to matntatn the min.edge distance to mortar joints,additional concrete anchors 10 � o may be required to ensure the MAX:ON CENTER"dirnenslon are not exceeded. ° _ o = 3.Concrete anchor table. 10 Z v e c izTLCt(p:Ra::; •'•i ''. N< A: filC: we 8125114 m .::TOADJACEfdF,;. srxF N.T.S. a :.....:._....::::::::::r.....:..:;;;rr:•:1 M13EQMN1ir:;:>:.:::;:::::.:::.::::•>:x:::;;:z•;;:::::>r,: .:;:.::,:: •:-;; $ 3s.'•:T3'P•.Es;::i; 17:::;::.:::.;;:;;•:::......:......................:,:::.:.00�I:::::::::::::::•:.::::::,AftMOtF:::::.::: M 27 10 we en AI m ................................ nw TAPCONm 1/4' 1-i/4" 2° 4" LFS orurra NW d r ELCOFL-17184.16 v m ULTRACON® 4" tATCHADEADBOLTDETAIL HINGEDETAIL stir 5 aZ °n — O S c -1 N .`•. � �� Ise a �i3aa�. E TYP.HEAD& = MASONRY JAMBS LL OPENING TO UHINGE DETAIL n_ Z no n FRAME O o ^ r �o _z J tiiZ G 28 Cm 8 tO =8 o 1X BUCK _ o 2^ a r m TYP. P SILL G 27 f LATCH b DEADBOLT DETAIL HINGEJAMB STRIKEJAMB v FRAME ANCHORING CONCRETE ANCHOR NOTE: Mosonry l X buck coruhuction d 1.Concrete anchor locations at the comers may be adjusted to maintain the min, edge distance to mortor joints. 2.Concrete anchor locations noted as'MAX ON CENTER'must be adjusted to maintain the min.edge distance to mortar joints,additional concrete anchors ° may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. a 3.Concrete anchor table: e :'• ?Ii IKI;?:CIEAR;I6tGE''t'IIA:IN 1P'RFIifC : 0 u 'g' :;at:............:ttt:•::::•:::::. ......... ........70;tIlASQNRY.;::5;:1•::•:>�iA;iA,OJACEMT,..:::, Z ° :•;:•:;ti'PE:•:•a::•::;:517 :;?;;;:;; AflEbMEIt::. ;i;;:;:;:s:::::•:::::.:::::::::::c;•:::s;:;:;; :.:.:..::::.:. :;:t:: wTc 8/25/14 n 4" SCA, N.T.S. 9 ffw 3 TAPCON® 1/4" 1-1%4". 2" M.W. AL m' m 1/4" '1-1/4" 1" 4" a¢en LFS 3 ELCO ULTRACON °tea N°' a FL-17184.16 ° TAIr N® 3/16" 1-1/4" 3" — — O =10 NZ BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A 1X BUCK SG>=0.55 WOOD H>a B 2X BUCK SG>=0.55 WOOD C 1/4"MAX.SHIM SPACE - a z y z 1621�j s D 1/4"X 2-3/4"PRH ELCO OR ITW CONCRETE SCREW STEEL EIt E . MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 4.56" g o`a A.3 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 {�- 456' °a F 1/4"X 21/4"PFH ELCO OR CONCRETE SCREW STEEL I M1• d G 3/16"X 3-1/4"PFH ITW CONCRETE SCREW SEL H 114'X 3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL J 114'X 3-3/4"PFH'ELCO OR ITW CONCRETE SCREW STEEL L #10 X 2-1/7'PFH WOOD SCREW STEEL M #8 X 2-1/7'PFH WOOD SCREW STEEL HEAD d SIDE I HEAD d SIDE 6 SEALANT SILICONE 20 �� 21 P°ryfibarpmb 0 7 WEATHERSTRIP FOAM 0o Nz 9 4"HINGE STEEL �R 10 #10 X 3/4"PFH WOOD SCREW STEELg o$ 20 JAMB FINGER-JOINT-PINE WOOD 21 POLYFIBER COMPOSITE JAMB POLYFIBER m� 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL a 30 DOOR SWEEP - 4.56- 31 .56a 31 OUTSWING THRESHOLD BY DLP(QOSH) ALUM./WOOD }m N 33 INSWING THRESHOLD BY DLP ISCS ALUM./WOOD 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 41 DOOR SKIN MIN.0.086"THICK PLAST-PRO/NANYA Fy=11,063 PSI MIN. FIBERGLASS 42 TOP RAIL CELLULAR PVC 43 LATCH&HINGE STILE CELLULAR PVC 3t oursWING THRESHOLD 3a INSWING THRESHOLD w 44 REINFORCEMENT WOOD FOR LOCKS LVL POSH 12 o 45 BOTTOM RAIL CELLULAR PVC v 46 FOAM CORE POLYURETHANE 47 1 HINGE STILE REINFORCEMENT LVL g1 48 1 STILE REINFORCEMENT STEEL R ° O 7 o O Z � 'J we 8/25/14 z m sats N.T.S. ° v $ ova er AL m a+c er LFS 3 DROW ra.: d FL-17184.18 n g sir 7 of 7 O i � � r plastpro 5200 W.CENTURY BLVD. i o �mr1b LOS ANGELES, CA 90045 5,K Z .g .12 Smooth / Wood Grain m o E Series N Fiberglass Door _ o INSWING/OUTSWING °s q.* o sV4 �+ 74.tXS"MAX.OVERALL FRAME WIDTH� n m' "IMPACT" I * ? GENERAL NOTES a a FM 1. This product has been evaivated'and'isin compliancewith the2010florida Building Code(FBC)structural z requirements.including the"High Velocity Hunt cone Zone"(HVHZ). Z os 2. Product anchors shall be as fisted and spaced as shown on details.Anchor embedment to base material 3 zo z shall be beyond wag dressing or stucco, 0 <v m 3. When used in the'TiVHZ'this product compries with section 1626 of the Florida Bulding Code and does not 0 require an impact resistant covering. ED = am q, When used,in areas outside of the"HVHZ"requiring wind bome debris protection this product complies with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering.This product meet 0: a a missile level"D"and includes Wind Zone 4 as defined in ASTM El 996 and Section 1609.1.24 of the FBC. o > pm 5. For 2x stud framing construction,anchoring of these units snail be the some as that shown for 2x buck o masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed $ engineer or registered architect. a Z Z 7. Outswing configurations meet water infiltration requirements for°HVHr. 3 8. Inswing configurations do not meet the water infiltration requirements for the'HVHZ".Inswing units shag be installed only in non-habitable areas or at habitable locations protected by an overhang or canopy such Q that the angle between the edgeof canopy or overhang to sig is less than 45 degrees. Z TABLE OF CONIENIS m SHEETS DESCRIPTION a F 1 Typical elevation,design pressures,8 general notes 2 Door panel details ✓( tJFS1GN PRESSURE{P &F i 3 Horizontal cross sectionsW)NG " _ - " z v e 4 Vertical cross sections EsfMEiV5fOi¢,. t35tT)Vl; Nt GdT}l€: DAM 02/21/12 i 9 5 Buck and frame anchoring-2X buck masonry construct on sdr a N.T S. ° INSWING 74.00"x ps:00" +47,5 -47.5' 6 game anchoring-IX buck masonry construction Mr.BY. JK m' " 7 Enduro astragal details 8 Bis of materials&components OUTSWING 74.00"x 96.50" +50.0 -50.0 cnx BY. LFS 3 onAmwc ria: FL-15180.19 ro o O SIEEr OF 8 d Pro a Pro ect Folders Pro'1601-170PF 1647\D.RWBC Drewln s FL-1518 FL-15180.11-20.dw -2 ' n O _ 95.25"MAX.DOOR PANEL HEIGHT 37' 4 8 ® POy v N N 41 ® ® A p O =rn � •,wg _ �z O �r > a z o" m M � S - 0A T N N o P L;l m A � 19IV 10 n ` Z In A z QA T z • O 1 n 0.020" z M o .L M m \ a 1.75' 09 1{ ;° N 1\ Z m M a \ m F�—�-1.13" O Z Q PRODUCT: De Lunt.Pnp—d By: � F :' ty'. BUIING CONF.L.-I-595 2S08ULTIYald,* ...W � asC.PLASTPRO INC. ,/��pp,�P.o.LDeex ro Flses IN Cn N FIBERGLASS DOOR Phone No.:017.659.9197 Z Florida Board of Profeeelonol Engineers PART OR ASSEMBLY: L (n Certificate Of fi�orlmti�o No. 9813 I`D ti N NO DATE BY DOOR PANEL DETAILS sD REVISIONS Lyndon F. Schmidt. P.E.No.47408 0 2012 R.W.BUILDING Ca N.ULl NTS INC. 1 • R:\A-Pro ectsWro ect Folders Pro1601-1701APF 164710.RWBC Drawin s FL-15180\FL-15180.11.20.dw,9-3 3�A 9 Z rn p DD v w� CEO Z 7C f7 o=A �i125 O A V O �zP v— m y o n`� O Z Q M A O O W I m F13 �O� C pw, A w � � Q�� ❑ ?L AA v AN 7 A N Q t50[A rNi t W A W W ^ V OD 0 Z A 0 W A m O A A [fJ -:S O O x 2M '� nc V co It- 0 0 •-0O N �0o moo_ Z rx >i .JR O V OD zl+; 17' N �to .p . 0 r• °. o b 7C n S= z e V e e p. nV rn S d PRODUCT: Document.Prep—d By: BUILDING CONSULTANTS, INC. R o PLASTPRO INC. J1 P•o.Box 230 volriaa FL 33595 IW N N FlBERGLASS DOOR Phona Na.:813.830.8197 ? N Florida Board o/Profeeeional EnDlneen PART OR ASSEMBLY: I�+ y � CorUficate Of uthotizotion No. 0813 m U) w NO DATE BY HORIZONTAL CROSS SECTIONS -2'Z��L 0 REVISIONS Lyndon F. Sohmsat, P.E No.43400 0 20 1 2 R.W.BUILDING DONS—A—B INC. • R.0-Pro efts Proect Folders\Pro'1601-1700\PF 164AD.RWBC Drawin s\FL-15180\FL-15180.11-20.dw,9-4 m m p 1-1/4"MIN. A oA n p EMB.(TYP.) A 70 A ° g0 a. � �f0 p O mom vo. A Ih - qq3.70 7 T Z m Q A OD V t0 7r0 P Z Z A ` c4 c Q m t2f .v V CD ,-p 4 - Q 0.15' Z CSINK )TYP.) r 4 P v m 1-1/4"MIN. EMB.)TYP.) 1-1/4'MIN. p EMB.)TYP.) m m ' g A ut A Om 0 v P �n '0 D v o r. �n ro 70 ' c a� p O H Q ° V OD m I;0 A 1-1/4"MIN. EMB.PYP.) P m = A N R ` P. . m g 11— VO OOA e. m N2 v Wy .n 2� IV m ur 0 O OA Q Pv,; Z ? a W V o Q v a a °P A 1-114" IN. m EMB.IIYP.) p S PRODUCT: Document. Pmpaned By: :.I UILOINO CONSULTANTS, INC. I N PLASTPRO INC. .0-Bon 230 votrtoo FL 33s9s I4' U Z FIB 6(;GLASS 0 OR Phono Na.:813.839.9187 Q, o -1 -N• PART OR ASSEMBLY: Florida BoardWPml—lonol Enpfneo� N. 8813 I� N NO DATE BY VERTICAL CROSS SECTIONS 2-Z?-,� REVISIONS Lyndon F.Schmidt,P.E. No.43409 ® 2012 R.W.BwLOINo OONnu-.—INc. 37 a n V7" 0z :� 'm 28 ��m,5'W II m aZ II � M i-8ao011W II L II SEE DETAIL NTYP. EAD IIII — D n vo R Y MASONRY &JAMII MASONR &JAMBSII 27 2`S"=o OPENING OPENING aSP E" 61 •ER c II a 9a`a oS� o ASTRAGAL II SHOWN FOR - - =-c II jj SHOWN FOR LATCNaDEADBOtiDETA1L oc II REFERENCE II REFERENCE Er< I I ONLY FRAME I I ONLY g II II 2X BUCK-,,,,, II r II D II T II z� 2X BUCK II w 0 _ I I :o L ci o x SEE DETAIL II O `' 10 -C3 TYP.@ SILL I a J i„ Li G' II 1 o d o w al � mm BUCK ANCHORING ASTRAGAL STRIKE JAMB FRAMEANCHORING HINGE JAMB HINGE DETAIL Masonry 2X buck construction L 87 0 ino rn s � o tr CONCRETE ANCHOR NOTES: DETAIL 2 1.Substitution of equal concrete anchors from a different supplier may have different edge Attach astragal throw bait F distance and center distance requirements. strike plate to frame d 2.Concrete anchor locations at the comers may be adjusted to maintain the min.edge as shown z distance to mortar joints.Concrete anchor locations noted as MAX.ON CENTER"must be m g adjusted to maintain the min.edge distance to mortarjoints,additional concrete anchors a may be required to ensure the'MAX.ON CENTER"dlmenslon are not exceeded. o 3.Concrete anchor table: S, z Q AIJGHOR:rANGIiOk fu11...i :.:::::h1iN CLkABRNC _T4 MTN Gt�41tAN.C�: R z a .................: r gm?#a>i i>gtZE'i::: :FMBE jflENTi:::'- -MAS iVRY EDGE..<_.: Af)JACf NT;R:A>CfWR:i: a a+� 02 21/12 i SCALL. N.T.S. ° hrn t/a" to/a" z-t/z" a" mrc.er JK m' DETAIL i DETAIL 1 CW.I, LFS ELCO 1/a" 1-1/a" 1" 4" Astragal throw both Astragal throw bolts DRAWING No.: rc at the threshold at the threshold �_15180.19 " (Outswing) paswtng) o Sir s or 8 " n o H hl1 I zo ate=o Na 10 I I n 11 D J II oR " SEE DETAIL o 27 TYP.HEAD& I I '2. g Nis"0 o E 4 P m a a m" MASONRY JAMBS OPENING I I S v HINGE DETAIL LATCH 6 DEADBOLTDETAIL II ASTRAGAL SHOWN FOR — x G I I REFERENCE ONLY o 00 x2 II n zg FRAME 87 o II m r DETAIL2 n I I U o L Attach ostragol throw boR ' I I p -p a I a strike plate to frame 1X BUCK as shown II H SEE DETAIL I I 1 •1" I I I TYP.@ SILL z s DETAIL I DETAIL 1 a ': m o Astragal throw bolts Astragal throw bolts at the threshold at the threshold (Outswing) (Inswing) d ASTRAGAL STRIKE JAMB FRAME ANCHORING HINGE JAMB gMasonry IX buck consfrudion i m $ CONCRETE ANCHOR NOTES: -:::::::::•:::::•:::•:.:...;................................:....::::.......-:.::::.::.......:....................................... .. ...._::::::.::::::::.-::::::::.-.:-:.:::::::::::::.:::.:.:: a JINEHQa: >AN H.C6k i:...;::: A.1ll1h>:'::....:Afi C{EAKQNGf:T.Q: `tiIIN G{EA AN:.E:TOi Substitution of a ual concrete anchors from a different supplier may have different �!f.........:....,....,.;...........;.......;......,........,...R....... ..;....:...;., " 0 1. q :•:::::::::::::e>:a•>::c:•;::::;:::.-::.: :.;::::;,.::::::::::::::.:-::::•;a;::.:.-..:•.:.:.:., .... ....,...... :::::,...;;.,..,...........;;...............,...:... edge distance and center distance requirements. :;:;::;ii::::;:Sl •::;';': ................................... .................comers may edge ....:. ...........::.::t...:::::;•:•:::r:•r:::•>:;::: • ::::::;;:a;:•:::::: 2.Concrete anchorfocahons Y 1 9 E distance tomortarjoints.Concrete anchor locations noted as"MAX ON CENTER"must ITW 1/4" 1-1/4" 2-1/2" 3" 'E 02121112 X. n o be adjusted to maintain the min.edge distance to mortarjoints,additional concrete scue N.T.S. anchors may be required to ensure the'MAX.ON CENTER"dimension are not exceeded. ELCO 1/4" 1-1/4' Dxc.BW. JK m' 3.Concrete anchor table: 01K or. LFS 3 ITW 3/16" 1.1/4" 2.5/8" 2-1/4" DRAWNG NO.: n FL-15180.19 o D gm 6 OF 8 " A R\A-Pro'ects\Proiect Folders\Pro'1601-1700\PF 1647\D.RWBC Drawin s\FL-15180 FL-15180.11-20.dw,9.7 , A-A TOP 0 w a V 7 CP 3 C DST a O w 10 O 0 �f 0.37 • � v v O c 2 0 W m � c VOW9 Z C a O �[ �A IS o I O q uJ 2.65 Y r 17 m 2 A C 2 0 m m a iw 0.50" � �{ �0.50" � w �O H � p{. pp Go G1 !02 A 1p a o y Q BOTTOM A 3 '3 PRODUCT: Do,r,m•nt, Pmpamd By: R FI 1yt ///��(�//BUILDING CONSULTANTS.INC. O PLASTPRO INC. r/t.UI/PA. Box 230valAao FL 33598 IVN Y Phon•No:813.659.8197 u FlITERGLASS DOOR ? N FloAda Board of Profe„loncl Enpinaon PART OR ASSEMBLY: $I 0 - ~ C•1tiflaote AWhorl ..No.9813 I� X N w NO DATE ByENDURA ASTRAGAL DETAILS Z'�—�LZ_Z?,lZ REVISIONS Lyndon F.Schmld% P.E. No. 43409 021312 R.W.BUILDING CONSULTANT.IND. V , 4.56" �{ BILL OF MATERIALS W S ` OEM a DEscwmoN MATERIAL 3 �m A TX BUCK SG>=0.55 WOOD B 2X BUCK SG>=0.55 WOOD S o Z C 1/4"MAX.SHIM SPACE D 1/4!'X 2-3/4"ELCO OR ITW CONCRETE SCREW STEEL 2•4,f z o m J 4.9 I6"JAMB y 8 H••a E MASONRY- OW PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE YO Fngerjomt PSB m ;s 3 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 'e a m° 4 G 3116'X 3-1/4"PFH ITW CONCRETE SCREW STEEL 4.56" a 9°a 2 8��v H 1/4"x3-1/4"PFH ELCOOR [TW CONCRETE SCREW STEEL I 1/4"X 2-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL z�. J 1/4"X3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL E ol L #8 X 2-1/7'PFH WOOD SCREW STEEL M #8 X 7'PFH WOOD SCREW STEEL ^. 7 FORCE 5 WEATHER STRIPPING BY ENDURA FOAM 2.,W--- 8 COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM POLY FIBER JAMB 9 4"X 4"BUTT HINGE STEEL 21 0 10 99 X 1"PFH WOOD SCREW STEEL z o 11 #9 X 3/4"PFH WOOD SCREW STEEL 5.63° 20 FINGER JOINTED PINE FRAME,HEAD&HINGE JAMBS WOOD m 21 POLY FIBER JAMB COMP./VINYL Ta o� 27 LATCH STRIKE PLATE STEEL90 a� 28 DEADBOLT STRIKE PLATESTEEL I m 29 OUTSWING THRESHOLD BY DLP ALUM./WOOD 0 0 31 OUTSWING BUMP THRESHOLD ALUM. 32 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD S2 ADJUSTABLE INSIN►NG THRESHOLD R_ VINYL DOOR BOTTOM SWEEP VINYL 36 EXTRUDED ALUMINUM'ULTIMATE ASTRAGAL"BY ENDURA ALUMINUM 37 SLIDE BOLT ROD STEEL 38 9-8/4"LENGTH TOP BOLT RETAINER ALUMINUM 39 4-3/4"LENGTH TOP BOLT RETAINER HDPE 4.567 `f3 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - o 87 ASTRAGAL STRIKE PLATE STEEL N D �i 1;10U15lHIMGBUMPTHRESNOLD ti z m z 4.56" m o 2.03" Z 1� DAM 02121112 1 i scAL N.T.S. D M.W. JLA K m' WK.BY: LFS 3 OUTSIMING THRESHOLD BY DLP oRww No- FL—15 180.19 o-FL-15180.19 " 0 SHEEP 8 OF 8