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HomeMy WebLinkAboutNotice of Acceptance MIAM I•DADE MIAMI—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) �rww.miarniaat#e.�ovreconom� PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perforin 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"PW 701/720/820"Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-720-820, titled "Series Fixed Window Installation Guidelines",sheets 01 through 10 of 10,dated 07/14/03 with the latest revision dated 07/01/13,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami-Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami- Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 'LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded_by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 11-1110.15 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No. 13-0502.03 MIAMbDADE COUNTYy3 Expiration Date: February 19,2019 I Approval Date: July18,2013 Page 1 r 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-720-820, titled "Series Fixed Window Installation Guidelines", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202--94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-7212, dated 03/21/13, signed and sealed by Marlin D.Brinson,P.E. 2. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL 3835 and FTL-3850,dated'07/18 and 31/03, all signed and sealed by Joseph C. Chan,P.E. (Subt»rtted under previous NOA No. 03-1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by manufacture, dated 04/29/13, signed and sealed by.Anthony L. Miller, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami--Dade Department of Regulatory and Economic Resources(RER), j tom_ Jaime D.Gasco ,P.E. Product Control Section Supervisor NOA No.13-0502.03 Expiration Date: February 19,2019 Approval Date: July18,2013 E-1 TABLE 2: Window Design Pressure(+/-,pat)for Glass Type 1 Lang Side(in) 7/16'LAMINATED 07.7/8 72 70 80 84 "08 92 96 100 104 109.112 GLASS STACK 30 +1.80 1 +I-80 -ISO -1.80 +1.80 -JSO +1-80 +1-80 +1SD +1.80 +ISO 32 +1-80 +/-80 +1-80 +/•80 +ISO -J-Bo -1.80 a1.80 +1-80 +1.80 +ISO ..090'PVB INTERLAYER 34 -/.80 +1-80 +1-80 +/-80 +ISO +1-80 -1-80 +/.80 41.80 +/-79.8 +1.79.4 - 3116'HEAT STRENGTHENED GLASS 36 +/-80 •ISO +ISO +1-80 +150 +1.80 +/-79.7 +1-77.2 -x75.1 +/•73.4 -1-72.2 3/16'ANNEALED GLASS PRODUCTRENEWBD 38 +1•80 +1-80 +1-80 +1.60 +ISO +1.711.1 +/•75.2 +1.725 +1.70.3 -1-08.5 41-08.3 nacomplying'vid,tha Fiodda 40 +ISO .+150 +1-80 +I-79.8 +1-77.2 +1-74.3 +!•71.3 +/•87.9 4/55.1 +1-63.4 •f-01.8 4 11 Rulldiaa Coda 2•• /-�►�f 42 +lSO -ISO +ISO +1-77.4 +1-74.3 +1•71.3 +1-68.2 */54.7 +157.6 +IS9.8 +158.2 Aooepnutce No �7 Yu'i 44 +/-80 +/-80 +1.78.9 +1-75.4 -1-72.1 +l-6&9 -/-05.6 +1.622 +159.7 +157.5 USED AT CURVED BN�Iretioa Dote L FRAME MEMBERS ONLY 48 +1-80 -/-80 +/-77.2 +7-73.8 4/-70.1 4150.8 +/53.5 +/•80.3 +1-07.7 29 5f8' �- LONG SIDE p v 48 +1.80 +1-79.3 +/-75.6 -/-71.9 -/-68.3 -/-64.9 +/- 11-7/E'O.C.MAX. 81.5 -/58.2 @ OLASS BITE Miami Dade Product Contra e 50 +1.80 41-77.5 41.74.1 +/-70.3 +/-86.7 +1.03.1 +/•59.7 1-3 N52 -/-79.4 +/-75.6 4/-72.4 +1.68.8 -1-85.1 +l-01.5 - ' 54 +1.77.4 +1-73.8 +1-70.5 •1-07.3 +/53.5 SHORT DE 56 +1.75.8 +1-72 +1-68.6 +1-65.3 EXTERIOR/� 20 13 SI{ 58 H-74.2 +1.70.3 +156.8 \r-' J_ 60 +/-727 41.66.7 +/-05 62 +1-71.2 -/57.1 GLASS TYPE 1 64 +1-69.7 +155.5 66 +1-88.3 I�-- LONG SIDE -►i 87-N8 -/-07 NOTES: M L 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SHORT ,�/ a •naN SIDE 9 o 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. yy r 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. -1- N '{ o op N TABLE DIMENSIONS MAYBE O0 r� W N ORIENTED VERTICALLY OR O-j N J o Z e n HORIZONTALLY AS SHOWN. Z LL 45 LL co W o'"a'0 0 UU XN o 0 W- O M _ 'oN - TABLE 3: FµZj m O Ur 0mo Window Design Pressure(+/.,psf)for Glass Type 3 o Q O ZO Long Side(in) .-Z 11 P WLL 67-718 72 76 80 84 88 92 96 100 104 109-112 1-1116'NOM. g O 30 -ISO -1.80 -ISo +1.80 +ISO +ISO +ISO +/.80 +1-80 +1-80 +1.80 GLASS STACK I �.J Imo- 7/16'LAMINATED N 32 +JSO +1.80 -1.80 +TSO +ISO +1-80 +ISO +/-80 +1-80 +150 -/.as I I I GLASS STACK 39 +1-80 a/.80 +/S0 +1SD 4140 4/-80 +/-80 +1.80 +TSO 4150 4150 - 3/18'HEAT SHORT `�, W 7aa4S STRENGTHENED GLASS ® 38 +1-80 +/•80 +ISO 11•80 41-00 +ISO 41.80 +1.80 41.80 +I-80 41-00 3/18'TEMPERED GLASS • SIDE Z � -_ 38 +1-60 -1-80 +ISO +/•60 +ISO +1-80 +/-80 +1-80. +1.79.4 +/-76.4 +1-74.3 3116'ANNEALED GLASS � tzL, 40 +1SD +ISO +ISO +ISD +150 +150 ♦1.80 -/-76.7 +/-73.5 +1.70.9 +/-09 7/16'AIR SPACE .090'PV13 O W 42 a1•80 +ISO +/SO -!SO +ISO +ISO a1-77 +/-7a1 -/89.0 +/.66,9 +185.2 11 INTERLAYER LL Z (L olooS .. 44 +1SD •!•80 +1.80 +ISO +ISO +/-77.8 +/-74.1 -1.70.3 +187.5 +l-03.9 O Z NN 40 +ISD +1.80 +ISO +ISO +1-79.2 +1-75.4 +1.71.7 -1.6&1 +155.1 6 LONG 1- O O f`� v 48 -/-80 +1-80 +ISO +1.80 +1.77.2 +/-73.3 -/59.5 -1-65.8 USED AT CURVED SIDE �i U) 50 +1-80 -1.80 +/SO +/•79:4 +/•75.3 +1•71.3 +/-87.5 FRAME MEMBERS ONLY 29 5/8' v X W a a 52 +1.80 41.80 -1-80 +1-77.7 +1.73.5 -/-69.5 @ 11-7/8'O.C.MAX. GLASS BITE lL p N 54 +/S0 +1.80 +1.79.8 +/-76 +/-71.8 1-3 e/1!1 'ase0 seuoS 56 +1-80 +1-80 +1.77.5 +/.73.6 58 +1-80 41-79.4 41.75.4 EXTERIOR I \%W%11111111/1'/ 60 -I•BD +1.77.8 +/-73.5 a 22 21 13 SHORT ON�.LYNN,If/1���i,, 62 +'SO -1.75.8 84 -/-78.8 +/-74 �.1GENSP .Q 60 +r-7z2 GLASS TYPE 3 : :'• r '•.. 67.7/8 -1.74.9 No.X8705 _ )OBU K DIMENSIONS SHOWN,FOR FLANGED WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. -O * q ` 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. �) '.• � )> Il! 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. STA • /'/iS,&/ONAI- A.LYNN MILLER,P.E. P.E.0 68705 TABLE 4: Window Design Pressure(+/.,pso for Glass Types 2 R 4 Long Side(m) _T7--7-18-T-72 76 80 64 88 92. 96 100 1 104 109-112 112 116 120 124 128 132 138 140 144 30 +1-80 1 +1-80 +/.80 +/•80 +/-80 +/.80 +1•80 +/.80 +IAO +/.80 +1-80 +/-80 +/-80 +1.80 +1-80 +/-80 +1-80 +1.8) +/-60 +I-80 32 H-80 11.80 +1A0 +IAO +/-80 +1-80 +1.80 +1.80 +1.80 H•80 +1-80 -1-80 +/-80 +1-80 H-60 H-80 H-80 +!•80 +1-8D 34 +1.80 +1-80 +/-BO .IAO •/-60 +/-80 +1.80 ./-80 +/A0 +/-80 +1-80 +I-80 -1-80 *1-80 +/-80 +/AO +1-80 36 +/-60 +1-80 +/-80 +1.80 +/-80 +1.60 +1.80 +1.80 +/-80 +/.60 41-80 +1.80 +/-80 +1.80 +/-80 +1-80 RUDUCI'R1iNB1V13D 38 +/A0 +1.00 +1.80 +1-00 +1.80 +/-80 +1.80 .1.80 +1.80 +/-80 +/-80 +lAO +/-80 +IAO N ldlo4th IBa Florkhh+ 40 +/•80 +1.80 +IAO +1-80 +1-60 +/-60 +/-80 +/-80 +1-80 +/•80 +/AO +IAO WIding Cd. /��Si Jf[I42 +lAO +/-80 +1.80 +1-80 +1-80 +/-80 +/-80 +!-BO +l-80 +/-80 +I-80 /44 41-8D +1.80 +/AO +l-80 +1.80 •I-80 +1.80 29 +1.80 +/-80 +1.8046 +IAO +/-80 +1-80 HAO +1.80 +/A0 +/-e0 +1-80 +1-80 \c48 •IAO +IAO +/AO 41-80 +1-80 +lAO +1-80 •1-80ra4nsl f° 50 +1-80 +1.80 +/-80 +/-80 +l-BD +/-80 +1.80 e E 52 +1-80 +l-BO +1-80 +1.80 41.80 +1-79.1 f° 54 +/A0 +/-B0 +1-80 41.80 +/-78.6 56 41-80 +/-80 +/-80 +1.19.1 �+ 58 H-80 +1.80 H-80 ' rc 80 41.80 +1.60 +/-79.3 .� 62 +/-80 +1-80 8d +IAO +IAO a 68 HAD _ 61.710 +/-80 NOTES: > c� 3 '^aa 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. O,� o 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. L9 1- N BjOD K m o A rn ' 04 J W O W n Z U- <l-li co ::i uMo�d D W UU Lo o O W z o 2 m 5 '°N TABLE DIMENSIONS MAY BE I'- W m O Z enlo GLASS STACK ORIENTED VERTICALLY OR o> O O d' Z N 7116'LAMINATED 7/16'LAMINATED Z D..Z m O GLASS STACK � � � GLASS STACK HORIZONTALLY AS SHOWN. F W LL LONG -! O 3116'HEAT STRENGTHENED GLASS m m ,090'PVB INTERLAYER 3116'TEMPERED GLASS SIDE Q 3116'HEAT 3/16'HEAT STRENGTHENED GLASS fr- LONG SIDE �� f.. UJI 3/16'HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7116'AIR SPACE .090'PVB INTERLAYER © `, Z loayg 4 t1 11 SHORT # O Of Z USED AT CURVED -J- 5 SIDE SHORT LU °IaaS Of FRAME MEMBERS ONLY USED AT CURVED 88�� .� �.F. LL Q 11.7!6'O.C.MAX. 29 618' FRAME MEMBERS ONLY 29 SS J� SIDE O Z D- 0 0 GLASS BITE Qa 11.7/0.0,0,MAX. GLASS BITE F Z Q) coi 1-3 1-3 v IUOj EXTERIOR EXTERIOR �- LONG SIDE -+-I Xu- p D"D_ 2013 a 22 21 13 a711 'asap sauaS 1111 GLASS TYPE 2 GLASS TYPE 4 SHORT SIDE 01UNN11 I/I AfI4 ^i •tk No.58705 SHORT SIDE %-CI 7 �`� 4 /Ssi ONA�l\ ; A.LYNN MILLER,P.E. REA 58705 TABLE 5: Window Design Pressure(+/-,pBf)for Glass Type 5 Long Side 0n) 7H 8'LAMINATED 07.718 72 76 BD 84 88 92 98 100 104 109-112 GLASS STACK 30 +901.125.4 •901.120 +901-115.5 +901•111.5 +901-108.5 +901-100 +901.104.5 +901-103.5 +901-1025 +901-100.7 +90'•97.9 .090'SG INTERLAYER 32 +901-116.9 +901-110.8 +901-105.3 +901.101.6 +901.987 +901-95.7 +901-92.3 +901-90.8 +901-90.3 •1.89.9 +1.89 34 +901.108.9 +901-103 +901-988 +901-95.1 +901.91.8 +1.8(12 r/-84.4 +1.81.5 +/180.1 +/•79.8 +1-79.4 3116'ANNEALED GLASS 36 +901.102.6 +90'•97.1 +90/•928 +/•88.9 +1-85.5 +1-828 •/-79.7 +1-77.2 +1-75.1 +1-73.4 +/.72.2 3116'ANNEALED GLASS 38 +901-98.4 +901-922 +1-88.7 +/-83.2 +/-80.7 +/-78.1 +/•75.2 +/•725 +1-70.3 +1-68.5 +/•68.3 4 RODUCT RENEWED 40 +901-91.6 +/•88.2 +1-82.0 +1-79.8 +1-77.2 +1-74.3 +/-71.3 +1-67.9 +165.1 +1-63.4 +1-81.8 11 comply S A h t5e Flotido 42 +901.91.3 +1.61.7 +1-80.7 +1-77.4 +/-74.3 +1.71.3 +/•68.2 +1.64.7 +1 1.6 +1.59.8 +1-58.2 USED AT CURVED o1lding.Codo or4pfenco No W631.09 44 +/.883 •I-02.4 +1.78.9 +1.75.4 +1.721 +1.0(19 +1135.6 +1.822 +/59.7 +/•57.5 FRAME MEMS URVLY Qg 618' an L 46 +1.85.4 +1.80.8 +1.77.2 +/-73.6 +1-70.1 +1-00.8 +1-83.5 +/-603 +157.7 @ 11-7/8'O.C.MAX. GLASS BITE fr-- LONG SIDE '0 48 +1.827 +1.79.3 +/-75.6 +l-71.9 41-68.3 +1-84.9 +1-81.5 +/582 U5 50 +/-80.9 +/-T7.5 +1.74.1 +1-70.3 +/-88.7 +/-63.1 +159.7 1� Miaml Dade Product 1[7�7�j Conhol E 52 +1.79.1 +1.75.8 +1.72.4 +/-68.8 +1.65.1 +1-81.5 SHORT N 54 +1.77.4 +1.73.6 +1.70.5 +1-87.3 +/-63.5 EXTERIOR 13 SIDE 66 +/-75.8 +1-72 +1.68.6 +/.65.3 (1-I 20 + 58 +1-74.2 +1.70.3 +1-68.8 ``Tr ,-L_ 60 +1.727 .+1.68.7 +1-65 GLASS TYPE 5 a` 62 +1.71.2 -1•67.1 "+ 84 1 +1.69.7 1 +1.65.5 Be +/-68.3 Imo- LONG SIDE -� 67-7/6 +1-87 � M Y NOTES: SHORT CO •nay 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION, SIDE 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. yy 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 1- d' a o0 p N - 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN.FRAMED WINDOWS. O N N D °Q TABLE DIMENSIONS MAY BE 00 W -' ORIENTED VERTICALLY OR Z LL �LL m J uMoia f] - HORIZONTALLY AS SHOWN. _ W Q UU XN TABLES: FW-Z m O (9 0474 Window Design Pressure(+/-,psf)for Glass Type7 fj 1�`� Op v Z M o f� Long Side On) Z d Z ¢ co LL O 67-718 72 1 76 80 84 88 92 g6 100 104 109-112 1.1/16'NOM. 30 +901-130 +901.130 +80'-130 +901.126 +901.122.8 +901-119.8 +901-118.1 +901.117 +900-1158 +901-112.7 +901.109.9 GLASS STACK 7118'LAMINATED F 32 +901-130 +901-125.1 +901-118.9 +901-114.8 +901.111.5 +901-108.1 +901-104.3 +901-102.4 +901-102 +901.101.4 +901.99.7 - GLASS STACK 34 +901.123.1 +901-116.4 +901.111.7 +901-107.5 +901.103.8 +90/-99.7 +901-95.3 +901-92.1 +90/-90.5 +/.90 +1-89.6 3/18'ANNEALED GLASS SHORT ® `$, V1 W faa4S 36 +901.116 +90'•109.8 +90!•104.8 +901-100.5 +901-90.6 +901-93.3 +130 +1-87.3 +1-84.9 +1.82.3 +1-81.2 38 +901-111.2 +901 91.1 +l•8(12 +/-84.9 +1.81.9 +1.79.4 +/-78.4 +1-74.3-104.2 +901-97.9 +901.94 +901- 3116'TEMPERED GLASS SIDE Z 3: O(D CO)� 3l16'ANNEALED GLASS I..l. 40 +901-108.9 +901-99.8 +801.93.4 +901-90.1 +1-87.2 +/-84 +/.80.5 +1-78.7 +I-73.5 +/-70.9 +1.69 7/18'AIR SPACE .090'SG INTERLAYER 0 a eln� 42 +901-103.2 +901-95.7 +901.91.2 +1.87.4 +1.84 +1-8R6 +/-77 +f-73.1 +145.6 +/-68.9 +1.65.2 s u 44 +901.99.7 +901-93.1 +1-89.1 +/.85.2 +1.81.4 +1-77.8 +1-74.1 +1-70.3 +187.5 +1.63.9 11 Z 46 +901-96.5 +901.91.3 +1-87.2 +1.83.2 +1-79.2 +1.75.4 +1-71.7 +1.68.1 +1135.1 5 LONG r .5 48 +901-93.5 +1-89.6 +/-85.4 +/-81.2 +-77.2 +/-733 +/-69.5 +1-85.8 USED AT CURVED SIDE w W U) b3 50 +901.91.4 +1-87.8 +1-83.7 +1-79.4 +1.75.3 +/•71.3 +157.5 618' O X W D_LL FRAME MEMBERS ONLY 20 In 52 +1.89.4 +1-05.5 +1-81.8 +1.77.7 +1.73.5 +1-89.5 @ 11-7/8'O.C.MAX. GLASS BITE LL O In a rased saua 54 +1•87.5 •1-83.4 +1-79.8 +!•78 +/-71.8 1-3 81 5 56 +1.85.6 +1-81.4 +1-77.5 +1.73.8 58 +1.83.8 +1-79.4 +I.75A EXTERIOR 80 ./-821 +1-77.8 +1-73.5 22 21 13 SHORT UN 62 +/•80.4 +1.75.8 a '� F 84 +1.78.8 +1-74 SIDE \ P:, VICENSF •.• GLASS TYPE 7 ; 67.718 -1-74.9 ' No.58705 NOTES: 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. --O:, N" 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT,FIAVAILABLE SHORT OR LONG DIMENSION. p•.• T )/'' �; 3)FOR ARCHITECTURAL WINDOWSND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. Q STATE F 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. �\•'•.F<ORIOP.•'G��` �&slNA4 E� /n 3lIItt�, A.LYNN MILLER,P.E. P.E.6 68705 TABLE 7: Window Design Pressure(+/-,psQ for Glass Types 6&8 Long Side On) 67-7/8 72 78 BD 84 88 92 g8 100 104 109-112 112 116 120 124 128 132 136 140 144 30 +901-130 +901-130 +901-130 +901-130 +901-130 +901.130 +901-130 +901-130 +901-130 +901-130 +901.130 +901-130 +901.130 +901-130 +901-130 +901.130 +901-130 +901-130 +901.130 +901-130 32 +901.130 +901-130 +901-130 +901-130 +901.130 +901-130 +901.130 +901.130 +901.130 +901-130 +901-130 +901-130 +901-130 +901-130 +901.130 +901-130 +901-130 +901-130 +901-130 34 +901-130 -901.130 +901.130 +901.130 +901-130 +901-130 +901-130 +901-130 +901.130 +901-130 +901-130 +901.130 +901.130 +901.130 +901-130 +901-130 +901-130 RODUCr RENEWL 30 +901-130 +901-130 +901-130 +901-130 +901-130 -901-130 +901-130 +901-130 +901.130 +901.130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 complying with 8ro Florida 38 -901.130 +901.130 +901-130 +901-130 +901-130 +901.130 +901-130 +901-130 +901-130 +901.130 +901-130 +901.130 -901-129.2 +901-127.3 ulldln�13-06 0 40 +901-130 +901-130 +901.130 +901.130 •901.130 +901-130 +901-130 +901-130 +901.130 -901-128.8 +901-123.2 +901-122 cow I]'O 42 +901-130 +901-130 +901.130 +901-130 +901.130 +901-130 +901.130 +901.129.3 +901-123.2 +901-119.7 +901-116.4 €. 44 +901.130 +901.130 +901-130 -901-130 +901-130 -901-130 +901.130 +901-124.5 -901-119.4 +901.115 46 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-126.9 +901-120.5 +901-115.3 MI, Prodod Contra 48 +901-130 +901-130 +901-130 +901-130 +901-130 +901.129.7 +901-123 1-901-116.5 Y 50 +901.130 +901-130 +901-130 +901-130 +901-130 +901-128.2+89.41.119. E 52 +901-130 +901-130 +901-130 -901-130 +901.130 -88.81-123 � rn 54 +901-130 +901-130 +901.130 +901-130 +88.81-127.1 x 56 +901-130 +901-130 +901-130 +89.41-129 58 +901.130 +901-130 +901.130 a 60 +901-130 +901-130 +89.81-129. 62 -901-130 -901-130 64 +901-130 +901-130 68 1 +901-130 87-718 1 +901-130 W a Y •nob NOTES: � � 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION, c- 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. u1 u1 0 3)FOR ARCHITECTURAL WINDOWS.FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. r- n s1o0 W � 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. O W N p °'J �o Z e n z iL �LL c0 W u a 0 UU XN d W Z O a0 'cN TABLE DIMENSIONS MAY BE o -0 ORIENTED VERTICALLY OR ro O ZO 1-1/16'NOM. HORIZONTALLY AS SHOWN. Z d Z F- W LL 7/18'LAMINATED _ GLASS STACK 7116'LAMINATED LONG g „J, 0 LO GLASS STACK GLASS STACK SIDE 3116'HEAT STRENGTHENED GLASS -- LONG SIDE - F-- .090'SG INTERLAYER 3116'TEMPERED GLASS 3/16'HEAT 3116'HEAT STRENGTHENED GLASS ® �i Z W 3116'HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16'AIR SPACE .090'SG INTERLAYER SHORT O F- 4 11 11 SIDE I SHORT < z W 71-_-S°Z' 6 1 -'-I SIDE S USED AT CURVED -[.. FRAME MEMBERS ONLY 29 518• USED AT CURVED N 00 @11-716-O.C.MAX. GLASS SITE FRAME MEMBERS ONLY 29 SS Q 11-718'O.C.MAX. GLASS BITE ���(((''' X W 0-DL 1-3 1� �- LONG SIDE } LL p ap9 rosa0 0-S EXTERIOR EXTERIOR 20 13 22 21 13 SHORT ` LONG ����711 LYNN 1 a a SIDE f/ SIDE pN�•...... z GLASS TYPE 6 GLASS TYPE 8 \��_\N '�10ENSF '•�FQ _ No.58705 SHORT -b �- " Of SIDE ,� STATE r F; 44// It ONAI;,�C�,. A.LYNN MILLER,P.E. REM 68705 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11113,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGIasOO Interlayer"dated 08/25/11, expiating on 01/14/17. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Eiastomeric Compression Seal Gaskets, Setting Blocks,and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Properly—Compression.Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, issued by manufacture,dated 04/29/13, signed and sealed by Anthony Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D.Brinson,P.E. 4. Proposal issued by Product Control,dated 07126/12,signed by Jaime D. Gascon,P.E. 5. Laboratory compliance letter for Test Reports No.'s FTL-3835 and FTL-3850, dated 07118 and 31103,all signed and sealed by Joseph C. Chan,P. E. (Submitted under previous NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 11-1110.15, issued to PGT Industries for their Series "PW- 701 PW701 Aluminum Fixed Window - L.M.I." approved on 02/02/12 and expiring on . 02/19/1.4. Jaime D.Gascon, Product Control Section Supervisor NOA No. 13-0502.03 Expiration Date: February 19,2019 Approval Date: 3uly18,2013 E-2 GENERAL NOTES:SERIES 720/820 DESIGN PRESSURE RATING IMPACT RATING IMPACT-RESISTANT FIXED WINDOW VARIES. RATED FOR LARGE 1,SMALL 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE COMPLY WITH THE REQUIREMENTS OF THE FLORIDA qg•TIP-TO-TIP WIDTH BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 47'BUCK WIDTH 48'BUCK WIDTH 48'BUCK WIDTH 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN 44-114'VISIBLE _ 45.114•VISIBLE 45-1/4•VISIBLE WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS LIGHT WIDTH LIGHT WIDTH LIGHT WIDTH PRODUCE ILENE\\'BD INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD -� 6'MAX. -� 6"MAX. F,SHEET 8 2'MAX. m complyhrg with rho Florida LITE(CAP)MUST TEMPERED. B,SHEET 6 D,SHEET 7 H,SHEET 9 DWldinO Cada �•� Aarytmca No 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, / Date USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS Miaml P+oda d WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY A I A 95, C I C E,SHEET B I E,SHEET 8 UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. SHEET 6 SHEETS BUCK SHEET 7 SHEET 7 G,SHEET 9 G, HEET 9 1 96' � HEIGHT } I BUCK 4)ALL WOOD BUCKS LESS THAN 1-1YP THICK ARE TO BE L_ HEIGHT I N CONSIDERED 1X INSTALLATIONS.lX WOOD BUCKSARE I+ - 93-1/4• ' OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. -+— 92-1/4' I WOOD BUCKS DEPICTED AS 2X ARE 1-1Y1 THICK OR 12'MAX. VISIBLE 12'MAX. 93.1/4• VISIBLE LIGHT GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE O.C. I LIGHT O.C. I VISIBLE 6'MAX. I ¢ DESIGNED TO PROPERLY TRANSFER LOADS TO THE HEIGHT LIGHT O.C. HEIGHT STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS I / 96• I / HEIGHT I / 96' N Y BUCK W a U) ,�8 THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR i TIP-TO i HEIGHT > N ° ARCHITECT OF RECORD,(AOR). TIP _ 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE i HEIGHT I p 'T 0 o BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF 1 1 o N n 0100 � �NQ SUFFICIENT EMBEDMENT.NARROW JOINT SEALANT IS USED 1 I 1 I I N O ON ALL FOUR CORNERS OF THE FRAME.INSTALLATION LU N OLL N_j co w n ANCHORS SHOULD BE SEALED.OVERALL I Z LL b LL (0 J e 0 p SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF g• 6• L� 12'MAX O C F,SHEET 81 =lLLu INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND B-� I'�- 12'MAX.O.C. D-�-{ �- 2'MAX H.SHEET 9 U U X o ❑ THE SCOPE OF THESE INSTRUCTIONS. SHEET 8 MAX• SHEET 7 Z O ,N 5'MAX.O.C, W- o0 0 8)MAX.1/4'SHIMS ARE REQUIRED AT EACH ANCHOR TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION n� (i y Z z ao LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE ELEVATION(TESTED UNIT) ELEVATION(TESTED UNIT) (TESTED UNIT) z D:z O O r- SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING F- ; LL O APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON FIGURE 1: W THEM BY THE WINDOW. 12'O.C. SHAPES AS SHOWN BELOW OR SIMILAR,MAYBE USED BY INSCRIBING THE SHAPE IN A BLOCK W GUIDE TO SHEETS: AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 25. 1~p Iea4S 00 7)DESIGN PRESSURES: GENERAL NOTES........................1 j� ANCHOR SPACING TO BE 6•MAX.FROM CORNERS AND 12"O.C,MAX.FOR ALL CURVED FRAME ® m Z CO A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE ELEVATIONS................................1 /T `` MEMBERS,SEE FIGURE 1,THIS SHEET. H '0 Z TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS.......................2-5 � O O E1300-09, DESIGN PRESSURES..................2-5 12'O.C. �--WIDTH =i I•-WIDTH-�{ F_-WIDTH-_j I-�-WIDTH -�I Q z z °IoaS B.POSITIVE DESIGN LOADS BASED ON WATER TEST INSTALLATION,FLANGE.............6 MAX. / r---- ----1 -1 T f- T 0- - O z N N PRESSURE,STRUCTURAL/CYCLE TEST PRESSURE,FRAME INSTALLATION,EQUAL-LEO.......7 ANALYSIS AND GLASS PER ASTM E130D-09. INSTALLATION,INT.FIN A...........8 1 / / F= � IE ~'• pz t i or?INSTALLATION,INT.FIN B...........9 /-L! w // w y/ w 9' w O X W8)THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNER ASSEMBLY...................10 DESIGNED TO RESIST THE WINDLOADS CORRESPONDING EXTRUSION PROFILES................10 6' _ x1I = xLL TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS PARTS LIST...................................10 MAX. 1 L J alll •asa0 soueS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR I----WIDTH =r Imo-WIDTH-rl f•-WIDTH-H I-'-WIDTH--I \\\t t r 1111 THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT TABLE 1: -- -- -- 0- - FLCOCOME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS TYPa Sheet ENSDescrlptlon SHALL MEET THE REQUIREMENTS OF THE FLORIDAN N i �fj �,\C BUILDING CODE FOR CORROSION RESISTANCE. 1 7116'Leml 3116'An•.090'PVB-3116'HS 2 w w 1/ ww9)REFERENCES:TESTREPORTS FTL-3835,3850&7212; 2 7/16"Laml 3/16'HS-.090'PVB-3116'HS 2 = _ xL _ cNo.58703 1-1/t6'LamI.IG 3116'T-7/16'Alr-3ri6'An-.090'PVB-3116'HS 3 1 1 L ULTRACON NOA;ELCO CRETEFLEX NOA;ANSVAF&PA 4 1-1116'Lami.IG(3116'7-7116"Air-3'16'HS-.090'PVB.3/16-HS 3 NDS FOR WOOD CONSTRUCTION-(2005)AND ADM WIDTH+{ f+-WIDTH-^{ I �l- ALUMINUMDESIGNMANUAL-(2005). 5 7116'Laml 3116'An-.090'SG-3/16'An 4 I� WIDTH�I )`" I�WIDTH-�{ ��0'•, -� l �` --- �- - , T -� • � F 6 7116'Laml 3116'HS-.090'SO-3116•HS 4 r 7 1-1116'Laml.103116•T-7116•Air-3116•An-.090'50-3118'An 5 T�-- -� Ti �` ''•.FLOR0 •' �\�� 10)THE 720 SERIES USES A PVB INTERLAYER,THE 820 �i F SERIES USES AN SG INTERLAYER.THE 720 AND 820 SERIES 6 1-1/18'Leml.10 311B'T-7/18'Alr-3178'HS-.090"S G-3110'HS 5 w b/ w w w MAY ALSO BE REFERRED AS THE 701 SERIES. "SG'='DUPONTB SENTRYGLAS INTERLAYER"BY E.I.DUPONT x y� = I x I I x 1111 I I I 1 I t 0 OENEMOURS&CO.,INC. { 1 _ i 1 A.LYNN 05 1IL P E P 2X WOOD BUCKSTRIP EDGE _ OR FRAMING,SEE INSTALLATION INSTALLATION EMBEDMENT DISTANCE NOTE 2,THIS SHEET TYPE C TYPE B .INSTALLATION EMBEDMENT 1X WOOD BUCKSTRIP, TYPE A 114.MAX SEE NOTE 2,THIS SHEET EMBEDMENT SHIM „ _TYP.ANCHOR TYPE,EMBEDMENT AND EDGE • n';. ;�'� EDGE DISTANCE PER SUBSTRATE, DISTANCE PRODUCI'RBNBWBD EDGE 8 SEE TABLE 8,THIS SHEET os oomptying%vi the Floridan, DISTANCE .! BWldhtg Coda 1 _ r-n- ' Lim MAX ••a. Acaptem'c No vc/Z 1 SHIM B 1 4 TYP.ANCHOR TYPE, Miami ade Pmducl Contro i EMBEDMENT AND EDGE •<• _ 11 DISTANCE PER SUBSTRATE, > SEE TABLE 8,THIS SHEET - USED AT CURVED 11 •`+ EXTERIOR 29 FRAME MEMBERS ONLY °: �••,;_ � Q 11-7/8'O.C.MAX. 4 11 LA "+ CONCRETE(CMU • > PER ANCHOR �. ._ VISIBLE LIGHT WIDTH= �I 5 a REQUIREMENT WINDOW BUCK WIDTH-2-3/4' WINDOW BUCK WIDTH CONCRETE/CMU M Y WINDOW - TIP•TO.71P WINOOW WIDTH PER ANCHOR •nab EXTERIOR BUCK REQUIREMENT —a. HEIGHT 1/4'MAX.SHIM ---{ HORIZONTAL SECTION A-A }n �. 7150 o N TIP-TO-TIP I p N N In o HEIGHT uj WINDOVISIBLE VISIBLE ti12 STEEL O_ N rj o z n SELF-DRILLING SMS Z LLLo (0 � u-0 p LIGHT _ ,(G5),SEE TABLE 8, 1''-;�E 8 - X Uj W HEIGHT= THIS SHEET Min.Edge Max O.C. O O_ X Cl) aop 9 WINDOW Anchor Substrate Olstonco Min.Embedment Spacing IW-Z m O y' U, 'ON BUCK — emu P.T.Southam Pine(SG=0.55) 9118' 13 8` W .+. HEIGHT- Aluminum,8083.76 min. 318' 0.063" 12' r> O Y Z o INSTALLATION 412 or 014 419 SS Scrow o 2314' A38 Steel 318' 0.063'• 12• .-Z a Z O LL METHOD D Steel Stud Or.33 min. 318' 0.045' 18 Go 12• g O INSTALLATION ANCHOR '- P.T.Southern Pine(SO.0.55) 9116' 1318' 12' o UNDERNEATH THE Aluminum,8003Tb min. 319' 0.063'• 12' Z BEADING :'12 or A14 Steel Screw(G6) A38 Steel 318' 0.063'• 12' F O EXTERIOR N F laay$ Steel Stud.GL 33 min. 318' 0.046' 18 Ga • 12' 1D Ungrouted CMU,(ASTM C-90) 2-1/2' 1-114' 12' 1J M MIAMI-DADE-APPROVED MULLION 1/4'410 SS CraleFlexZ Concrelo(min.3.35 keq 1' 1.314' 12' Q 21)- (SEE SEPER IN OR S ALUMINUM, Concrete min.2.85 kel 1' 1.314' 12' C3 Z 7100$ 6 STEEL FRAMING OR STEEL STUD. ¢ SEE SUBSTRATE PROPERTIES, 114'Steal Ullrecon Concrete(min.2.85 C 2-112' 1.315' 12' 0 z Unproutad CMU,(ASTM 690) 2-112' 1-1/4' 12' O o 0 TABLE 8,THIS SHEET W N N 5 Grouted CMU ASTM 690 2-112' 1314' 12' o z F oP r1/4'MAX SHIM Concrale(min.3.5 kei) 1-1/4' 1314' 12' W W Z .-1L. 5116'Steel Ullmcon Grouted CMU ASTM 690 2-11Y 1.3/4' 12' O X a a .11N.OF 3 THREADS BEYOND THE METAL SUBSTRATE. LL LL 1X WOOD BUCKSTRIP, opt •asod seUe$ SEE NOTE 2,THIS SHEET LYNN CONCRETE PER ` •,�;•�1GENSE''•FTP �� EMBEDMENT .•� ANCHOR INSTALLATION NOTES: REQUIREMENT -* N0.58705 • d• ` 1.USE ONLY ANCHORS LISTEI ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. - 2.WOOD BUCKS DEPICTED OI.[HIS SHEET AS'1X-,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'.1X WOOD BUCKS ARE tt I.•• ,• EDGE•• TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INE`ALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2X'ARE 1-W'THICK OR GREATER. �'•� S A Erp(-3 :-[V INSTALLATION DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBST.'ATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR APPROVED BYAUTHORITY HAVING O TYPE B %.'� •..FCOR\oP•'• C- VERTICAL SECTION B-B SUBSTRATE,SEE TABLE 8,THIS SHEET JURISDICTION. /ONAL�C`��` 3.FOR ATTACHMENT TO METr•L:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 1/111 4.IF APPLICABLE,LOWER DE,.ON PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.0 68705 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION EDGE OR FRAMING,SEE DISTANCE NOTE 2,THIS SHEET TYPEG TYPEF EMBEDMENT 1X W E 2,THIS TRIP. .'EMBEDMENT SEE NOTE 2,THIS SHEET INSTALLATION I —`I SHI1/4 M TYP.ANCHOR TYPL',SAHEE TYPE E EMBEDMENT JLL SHIM EDGE DISTANCE r' EDGE EDGE :n B SEE TABLE 9.1 DISTANCE RODUCTRENBWED DISTANCE ' complYhig with the Florida 114 MAX cteptao No 2 SHIM 10 8Y 4 TYP.ANCHORTYPE, Miami Dade Product Contin EMBEDMENT AND EDGE 11 DISTANCE PER SUBSTRATE, 11 i SEE TABLE 9,THIS SHEET EXTERIOR a EXTERIOR USED AT CURVED a 29 FRAME MEMBERS ONLY .. 4 11-7/8'O.C.MAX. VISIBI CONCRETElCMUWINDOW:JK WITH- - ' PERANCHOR REQUIREMENT I WINO:V BUCK WIDTH WINDOW CONCRETE/CMU LU PERANCHOR (0 ',aa BUCK HORIZONI%.L SECTION C-C REQUIREMENT E ? 3 _ HEIGHT 1/4'MAX.SHIM �{ I+-- p v � o >- a1°a O N #12 STEEL U N N U o SELF-DRILLINGSMS OJ cgi VLLI VISIBLE (GS),SEE TABLE I O•--t N J o Z FB LIGHT THIS SHEET TABLE 9: _ rn lL m W vM11O10 CI HEIGHT= Min.Edge Maz O.C. `-t/j a O Anchor Substrata Min.Embedment U(� X WINDOW Distance Spacing W Z O 2 00 .°N BUCK P.T.Southern Pine SG=0.55 9/18, 13!8' 12' HEIGHT- #12 ar#fA d10 SS S! w Aluminum 6063-T5 min. 31W 0.083" 2' YO ZO o 2314' INSTALLATION A388tool 318' 0.083" 12' Z a Z TYPE H Steel Stud,Gr.33 min. 318' 0.045' 18 Ge- 12' ►= Z 0 P.T.Southern Pine(SG=0.55) 9118' 1318' 12' S O EXTERIOR Aluminum,8083-T5 In. 318' 0.063'• 12' J #12 or#14 Steel Scre,.;95) Q A38 Steel 319' 0.083" 12' Steel Stud,Gr.33 min. 318' 0.045'(18 Ge)• 12' 1aa45 Ungrouled CMU,(ASTM G90) 2-1/2` 1.114' 12' © S' F-. MIAMI-DADE APPROVED MULLION 1/4'410 SS CreteP;. N 21 (SEE SEPERATE NOA),ALUMINUM, Concrete(min.3.35 kery 1' 13/4' 12' 3O Z Z 8 STEEL FRAMING OR STEEL STUD. Concrete(min.2.85 keq 1' 1314' 12' SEE SUBSTRATE PROPERTIES, Concrete(min.2.85 kol) 2-1/2' 1318' 12' < Z °!Ocs 1/4'Steel Ultrecc.: a _ LU TABLE 9,THIS SHEET Ungrouted CMU,(ASTM G90) 2-1/2' 1-114' 12' 0 J N N 5 �1/4'MAX SHIM Grouted CMU, ASTM G90 2-1J2' 1.31d' 12` F: _I 'i cp 5116'Steel Ultrw: Concrete(min.3.5 kat) 1-114' 1314' 12' ELL! Q Grouted CMU,ASTM C-90 2-112' 1314' 12' O X W n�L •MIN.OF 3 THREADS; -YOND THE METAL SUBSTRATE. LL •asst)sa!�aS 1X WOOD BUCKSTRIP, SEE NOTE 2,THIS SHEET LYNN CONCRETE PER �, �,1GENSF •, EMBEDMENT ANCHOR INSTALLATION NOTES: ,•t• •' REQUIREMENT No.58705 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FO1'.OW EMBEDMENT AND EDGE DISTANCE LIMITS. INSTALLATION 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'I X-,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-10.1X WOOD BUCKS ARE --11 : - I+— EDGE TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO-.OLID CONCRETE.WOOD BUCKS DEPICTED AS'2X'ARE 1-1/2'THICK OR GREATER. %-p -7 TYPE I '3 DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUC}' TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING O STAT OF <l/ VERTICAL SECTION D-D SUBSTRATE,SEE TABLE 9,THIS SHEET JURISDICTION. iSs�ONAL 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL '.IEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4.IF APPLICABLE,LOWER DESIGN PRESSURE FRU: EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.#58705 TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP EMBEDMENT AND EDGEMBEDMENT OR FRAMING,SEE IrJ$'j Al-CATION INSTALLATION DISTANCE PER SUBSTRATE, I NOTE 2,THIS SHEET i`(-L J TYPE K SEE TABLE 10,THIS SHEET -- - EDGE EDGE DISTANCE 1/1; ".!AX INSTALLATION o DISTANCE SHIM EDGE DISTANCE —►{ TYPEI a 2X W`OD BUCKSTRIP 2X WOOD BUCKSTRIP a PRODUCT RL'NBIVBU OR FRAMING,SEE OR F,.-.MING,SEE m conµAyLiO wiW the Florida n NOTI 2,THIS SHEET NOTE 2,THIS SHEET Buildin3 1/4"MAX Ameptonce N0 v [! TYP.ANCHOR TYPE,EMBEDMENT AND Bxpi tiol4 Uat O'1Q 3 SHIM _ - EDGE DISTANCE PER SUBSTRATE, / ! 4 r -k,!.) SEE TABLE 10,THIS SHEET Mimi Dade Product Contra EMBEDMENT 11 3 EMBEDMENT K USED AT CURVED EXTERIOR 29 FRAME MEMBERS ONLY - a ($.11_7/8'0.C.MAX. ro 11 EXTERIOR WINDOW 4 11 Y BUCK h VISIBLE LIGHT WIDTH= 5 a a CO -ne8 HEIGHT WINDOWBUCKWIDTH-2-3/4• p O 1/4"MAX.SHIM Imo— FA o _ WINDOW BUCK WIDTH }r slop O ro N VISIBLE INSTALLATION HORIZONTAL SECTION E-E 0- N o z ea o LIGHT - Z w LL m W HEIGHT= TYPE L x LL WINDOW - W Z O 7 -oN BUCK g10STEEL F" ro O (7 nnla HEIGHT- SELF-DRILLING SMS - r O p rn ZO o 2.314" (G5),SEE TABLE 10, Z Q.Z .� THIS SHEET LL TABLE 10: g O Anchor Substrate Min.Edge Max.O.C. 00 _ Distance Spacing a 2-112"x.113"Box Nall P.T.Southern Pine SG=0.66 5116" 5' ® a Z laays 2-1/2"x.131'Common Nall P.T.Southern Pine SG=0.55 318" S Z 3{nt z F 21 2-112"x.146"Rooltn Nall P.T.Southern Pine SG=0.65 318" 6" O f Z P.T.Southern Pine SG=0.65 1/2' 6" 6 2X WOOD BUCKSTRIP EXTER'VR G ❑ J oIon OR FRAMING,SEE #1D x 1"Steel Screw' 0.093"Aluminum,6063-T6 min. 6116" 6" LL z Q NOTE 2,THIS SHEET �J 1116"A36 Steel 6116" 6" 0 � r N N 6 x-114'MAX SHIM MIAMI-DADE APPROVED MULL'JN 0.045" 1 B Ge Steel Stud Gr.33 6I1G' 6" ❑ Z n o0 .—iL •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. W_719 3 (SEE SEPERATE NOA),ALUMINUM, X z a a STEEL FRAMING OR STEEL ST-ID. LL LL SEE SUBSTRATE PROPERTIES, e0!1 •oso0 sauas INSTALLATION TABLE IO,THISSHEET \ /� TYPE J < C \\\\,0j LYNN 41/4!/����. EDGE DISTANCE ;\��;• \CENSt;'••`'P �i� INSTALLAI .N NOTES: .�, Q': •'•,-�{ �— TYP.ANCHOR TYPE,EMBEDMENT br No.58705 EMBEDMENT 1.USE ONL;ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 10,THIS SHEET 2.WOOD U.CKS DEPICTED ON THIS SHEET AS-IX',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.112".1X WOOD BUCKS ARE OPTIONAL UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2X"ARE 1-112'THICK OR GREATER. ST E VF VERTICAL SECTION F-F INSTALLAI"ON TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING i�O� FLOR\OP•' JURISDICT )N. i� 3.FOR ATI;CHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. /772SjSIONA\- \?\\\ //IIIII Its 4.IF APPLI :,BLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.058705 2X WOOD BUCKSTRIP EDGE OR FRAMING,SEE INSTALLATION TYPE M 1� �— DISTANCE NOTE 2,THIS SHEET INSTALLATION I EMBEDMENT INSTALLATION TYPE M 'FOR THIS INSTALLATION TYPE N EMBEDMENT METHOD ONLY. 'FOR THIS INSTALLATION 1/4,MAX ANCHORS MAY BE NO , METHOD ONLY, 0 SHIM MORE THAN 6"O.C. ANCHORS MAYBE NO EMBEDMENT a 1X WOOD BUCKSTRIP,SEE •MORE THAN 6"O.C. 1 j 2X WOOD BUCKSTRIP NOTE 2,THIS SHEET pBODUCf[2L'NIiWED JL OR FRAMING,SEE m compl)•utg Ivlth tho Florida n NOTE 2,THIS SHEET DuildingCoJe ���'}�(}� r✓ �114'MAX Acceptance No 3 SHIM TYP. STANCE, RSUBS RATE. gxylretlptDate �2 EDGE DISTANCE PER SUBSTRATE, II// _ 4 SEE TABLE 11,THIS SHEET O TYP.ANCHOR TYPE, 6 Idiami Dade Roduct EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, 11 SEE TABLE 11,THIS SHEET USED AT CURVED EDGE n DISTANCE EXTERIOR 29 FRAME MEMBERS ONLY O EDGE rc (1—I Q 11-7/8'O.C.MAX. ..•a DISTANCE ro CONCRETE/CMU 11 PER ANCHOR WINDOW REQUIREMENT I 4 11 COP'RETE/CMU as Y BUCK I VISIBLE LIGHT WIDTH= I 5 PL.:ANCHOR S a � '^aa' HEIGHT 1/4'MAX.SHIM {+ III��� �I RD'.:�IREMENT 0 0 r, WINDOW BUCK WIDTH•2-314' p `v � o WINDOW BUCK WIDTH EXTERIOR } r otoa O C4 C4 6 VISIBLE INSTALLATION TYPE O HORIZONTAL SECTION GG Vn o 00 U. Cq� ? „ a o LIGHT _ HEIGHT= FOR THIS INSTALLATION .0 U X S2 6 0 WINDOW 'METHOD ONLY, TABLE 11: Ul z O 2 O 'ON BUCK ANCHORS MAY BE NO F' m O L9 SMa HEIGHT- Min.Edge Max.O.C. o y 2 314" MORE THAN 6'O.C. Anchor Substrate Distance Min.Embc:•and spacing ^o IJ O ZO o P.T.Southern Pine SG=0.55 9/16" 1318" 8' r Z rL Z `LL — #12 STEELWN #12 or#14 410 SS Screw Aluminum 606375 min. 318• 0.063`' 6" J O SELF-DRILLING SMS A38 Steel 318' 0.063" 6' _j 0) Steel Stud Gr.33 min. 318" 0.045'(16C 6" Q (G5),SEE TABLE 10, .. m THISSHEET P.T.Soulhem Pine SG=0.55 9116" 1318_ 8" a, 1oa45 #12 or#14 Steel Screw(GS) Aluminum,608375 min. 318" 0.063•_` 6' ® S'i Z O O A36 Steel 318" 0.063''_ 6" 21 TYP.ANCHOR TYPE, EXTERIOR Steel Stud Gf.33 min. 318• 0.045"16 , 6- Z 7EMBEDMENT AND EDGE U rouled CMU, ASTM G00 2-112" 1-1/4' 12" 5 DISTANCE PER SUBSTRATE, 1/4'410 SS CteteFlex '- ¢ Z o1onS Concrete(min.3.35 ksl) 1' 1314" 12' a Q SEE TABLE 11,THIS SHEET Concrete min.2.85 ksl 1• 1-314'' 12• 2i cV(V 5 MIAMI-DADE APPROVED MULLION - t' n r-1/4'MAXSHIM Concrete min.2.85 ksl 2-112" 1.3/8'. _ 12` W Z oQ (SEE SEPERATE NOA),ALUMINUM, 114'Steel Ultracon U routed CMU, ASTM G90 2-112' 1-1/4'._ 12' U 0.a STEEL FRAMING OR STEEL STUD. - X Z SEE SUBSTRATE PROPERTIES, Grouted CMU ASTM G90 2.117 13/4 12" LL LL TABLE 11,THIS SHEET 5116'Steel Vltracon Concrete min.3.5 ksl 1.114" 13/4" 12• ap!t •asaa saua5 INSTALLATION Grouted CMU(ASTM 2-ur 1314' 12" TYPE N 1X WOOD BUCKSTRIP, •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. O SEE NOTE 2,THIS SHEET `111111 111111j1 \\�11 ONY LYNN EMBEDMENT .. INSTALLATION NOTES: \�P���.•'1,1GENSF'•.�ccp n ♦• "y a.•. 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. Yi•! 7'i' No.58705 _ _ 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X'•ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112`,1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 12)(1 ARE 1-'/2"THICK OR GREATER. EDGE INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVINGt DISTANCE JURISDICTION. ��O'• STATE O F[ORIOP,•'' VERTICAL SECTION H-H 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OFASIZE TOPROVIDEFULL SUPPOR•I13THE WINDOW FRAME. �iSS��NA1 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SY:,TEM. A.LYN�11r�ILLER,P.E. P.E.#58705 ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE&EQUAL-LEG FRAMES I FOR FIN FRAMES 11KODUCT REN0VED pt wroplyhn0,Adt the Flodda DuildiaGcude S D Aaeptarco No ANGLED/CURVED ANGLED/CURVED 6xpir. D, FRAME ASSEMBLY FRAME ASSEMBLY 90'CORNER 90•CORNER Mleml Dade Pro of conk FRAME ASSEMBLY FRAME ASSEMBLY m j m I C I 10 I � 10 ALL CORNERS TO j ALL CORNERS TO USE GASKET I - USE GASKET i > AND/OR SEALANT ;AND / AND/OR SEALANTMd, I / EQUAL-LEG FRAMEFLANGE FRAME a` NJFlgl�lEQUAL-LEG FRAMED FRAME WITH INTERIOR I MITERED FRAME WITH INTERIOR U' °lod0 „,TERIOR FRAME WELDS I AND EXTERIOR FRAME WELDS Oj W —� a FLANGE FRAME (SHOWN)OR CORNER KEYS AT (SHOWN)OR CORNER KEYS AT JO J rn J o z 0 30 SCREWBOSSES.SEALANT AT ALL CORNERS d SCREW BOSSES.SEALANT AT ALL CORNERS z It to LL ( W u 110 FJh'l J/ry,L .Ll 30 M 50 W Z F'W m O (D W 9Me �> 00 O z o 2.784• 2.764' 2.784• Z D.Z 094 —�I1�� osa• os4• —►a I�� `� g v o 0 0 TABLE 12: -.074' 062• .074' 062• .V�� ' 082' Q z Item 1.376•k —1 1.375' '$ 1aa45 PGT Part# Descflptlon Material 1.675' TT TT ® ? # .438' 500` ,438• } 500• } F 1 42630 Flanged Frame Alum.6063•T6 1.000• I I � 2 4265 Equal-leg Frame Alum.6063-T6 .500' ,050"40°8' .050'°°°8 1.126' 050"00°63 4256 Integral Fln Frame Alum.6063.75 FLANGE FRAME 2 EQUAL-LEG FRAME N4 4265 7/18"Lam),Glass Beading Alum.6063-T6 #4253C,6063-T5 #4285,6083-T5 — o r aP 5 4264 I.O.Glass Beading Alum.6063.76 3 FIN FRAME LU O a a 6a 4270 Installation Fastener Corner Alum.6063-T6 O #4256,6063-T5 u m e110 'ose0 sar�oS 6b 4224 Installation Fastener Cotler Rigid PVC 1 —►I .970• �— f-�— .346• // 10 705090 Gasket(et 80°corner jdnla) Polyethylene J_ 1,037 \\� N(LYNN i7l7 IIi,� 11 TP24718 Vinyl Bulb Weatherstrip Flex PVC,grro.65+/-1 676, �`��. ��cENSF' 4FP '� 13 Dow 899,GE 7700 Silicone or Equay. .876' II II ; 20 71652K Setting Block,Mono.3116"x 7116'x 4” Neoprene,Duro.85+/-1 A60• �1f'moo .050 = / No.58705 21 71704AK Setting Block,I.G.3116'x 1-3137'x 4" Neoprene,Duro.65+/-1 INSTALLATION — til 7/16 LAMI I.G.GLASS =-0 •• Z 1 f3 �; 22 WRAK718 7/16'DureSealSpacer G) SBEADING O BEADING FASTENERCOVER %� ' STAT F 29 #S x 1-1/4"FH SMS Stainless Steel 4 94255,6063-T5 5 #4254,6063-T5 6a #4270,6083-T5 ��iO��('.,FCORIOP•'' 30 781PQX #8 x 1"Quad PH SMS stainless Steel A.LYNN MILLER,P.E. P.ER 68705 _ 4 MIAMl•DADE -IIAI<IIDADECOUNTY,FLORIDA i PRODUCT CONTROL SECTION DEPARTIMENT OF REGULATORY AND ECONOMIC RESOURCES(ICER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3I5--2599 NOTICE OF ACCEPTANCE (NOA) www.miantidade.gov/cconomY PGT Industries,Inc. 1010 Technology Drive North Venice,Fl.34275 ' SCOPE: 4275 - SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AIU 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"Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", . sheets 01 through 25 of 25,prepared by manufacturer,dated 08/29/1 Iwith the latest revision dated 01/29/15, signed, sealed and by Anthony Lyme Miller, P. E., bearing the Miami—Dade County Product Control Revision Section stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: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 expiratioli date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall because for termination and removal of NOA. - ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactirer 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. lit-1105{}1 MlAMI•DADE CMOUNTY f! S G Expiration Date: May 26,2016 ' Approval Date: February 12,2015 Page 1 s PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitied under pi-eviotts NOA No. 10-0819.05) 2.• Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision .dated 01/29/15,signed, sealed and by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on:.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) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with. marked up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration. Testing Lab, Inc., Test Report No. FTL 6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11'...signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and with FBC 5" Edition (2014), prepared by manufacturer, dated 01/29/t52 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 FSC 2010, dated 06/06/11,signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control to PGT Industries, Inc., dated 08/06/14, signed by Jaime D. Gascon,P. E.,Product Control Section Supervisor. rr'. aime D. Gasc6 ,P.E. Product Control Section Supervisor NOA No.14-1105.01 Expiration Date: May 26,2016 Approval Date: February 12,2015 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 4. Laboratory addendum letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab,Inc., dated 05/05/11,signed and sealed by Marlin_D. Brinson,P.E. (Suubinitted under previous NOA No. 11-0922.0X) 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. (Submitted raider 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,P.E. Product Control Section Supervisor NOA No.14-1105.01 Expiration Date: May 26,2016 Approval Date: February 12,2015 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NONIMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE ® R MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES.................._....... 1 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS...............................1 ELEVATIONS...................................1' � � FIGURE I: MULL TO 2X WOOD........................2 ox w 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS a� O MULTIPLE [—OPENING WIDTH FOR VERTICALMULL ARCHES TO BE " " MULL TO 1X&MASONRY....._.......2 MULLIONS / INSCRIBED INSIDE HAVE BEEN TESTED AS FREE-FLOATINGAND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES...................2 P OF MORE THAN 1/4"FROM THE CLIP. 5'. SEE DETAILS RECTANGULAR NOT HAVE A GAMULL TO MASONRY.......................3 A.D,G,H; SHAPE N HEETS 23 SMULL TO STEEL STUD...................3 g m _ 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL...............................3 ♦— DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L1180.THE 1/3 STRESS INCREASE WAS NOT USED ANCHORSPECS.............................3 � W ALTERNATATE CLIPS.....................4 O U) IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAY MULL INSTALLATION..........:...4 _ 1X2X.125 MULL SPECS...............6 J W i \\ 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.375 MULL SPECS...............5 _ INSTRUCTIONS. 1 X 2.75 X.375 MULL SPECS........_7 (Z' (n iX2.75X.65MULLSPEGS.........._B S` Z '-7 SEE ETAILS THRU G; I Y / III /11 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 Do O CO I... SHEETS G; _ 1 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 MULLSPECS...............10 H M ATHRU G; 1X4X.375 TUBE MULL SPECS....11 Qto I ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN SHEETS 23 1 X 4 X.375 X.MULL SPECS 11 J PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY. I / III I 1.25%3.186 X.265 MULL SPECS VERT. HEIGHT 1.25 X 3.25 X.100 MULL SPECS.....13 Z W g �• •L MULL FOR 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.26%3.25 X.624 MULL SPECS 14 O g VE LENGTH HORIZONTAL 1.25 X 3.94%.824 MULL SPECS 15 = Z �j MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO,WOOD BUCKS BY OTHERS,MUST 2 X 4 X.25 MULLSPEGS........._.._.16 J <8 Z SEE DETAIL E, SHEETS 2 X 8 X.25 MULL SPECS................17 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT Q (A 125 MULL SPECS 11 X 26 X 2. . ....10 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 1. H 30'X 325 BAY MULL SPECS........,19 ZCD REACTIONS. 45'X 3.25 BAY MULL SPECS.........20 Q O Z 2Q MULLION&CLIP DIMENSIONS......21.23 I--• Z m QO kO FENESTRATION 6)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACONIAGGRE-GATOR NOA'S;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION; EXAMPLES 1&2..............................24 (0 PRODUOTSMAY ADM-ALUMINUM DESIGN MANUAL LOADING EXAMPLES......................25 N BE OF ANY TYPE MUST BEMANUFACTURED 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING H Z to U) BY PGT. CODE,AND ARE APPROVED FOR IMPACT AND NONIMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH U LU LU ¢ O O PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. d.. Z 0 J SEE DETAILS 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. €Of 1� 7 HORIZONMULLTAL SHEETS 2;3 11 QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING � LENGTH HORIZONTAL WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NCA. MULL LENGTH INSTRUCTIONS: . 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING USING THE ASCE-7 STANDARD. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR-TRIANGULARRRAPEZOIDAL". PRODUCTREVISED na wmplyln9 wh6 Lhe Florida 1--OPENING WIDTH I^HORIZ.MULL LENGTH-- 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT')FROM TABLES 1A THROUGH 16A,ON SHEETS 6 THROUGH 20 RESPECTIVELY,USING Dundln&Cock MULL I THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE AwcpWnw No DS 'i LENGTH I !/ MULLION CAPACITY(L BSIM)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFT-)FOR THE OPENING OBTAINED IN D� �202(p F !� OPENING STEP 1). �A�...� HEIGHT 'A and ade Product Control OPENING MULL FOR 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE �' f/ HCRIZ. VERT. REPRESENTS THE W INDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. HEIGHT LENGTH MULL y y d MULL 7 LENGTH 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE ;\\\\•(\��...gY.......4,1, i� L ANCHORISUBSTRATEIANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR P?•' UCENSF, CAPACITY IS MET. '.'• •'P OPENING WIDTH I - NO.56705 •:• SINGLE y�- MULLION SINGLE MULLION FOR VERTICAL MULL I 7)IF THE MULLION CAPACITY(LBS/FT')OBTAINED IN THE TABLE 1S HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/FPl FOR THE 'SPO PFNING I MULL-- OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA•'TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS = „� VALUE A LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FOR THE SAME SUBSTRATE ;O; .Q �` SEE CORRESPONDING DETAILS MULTIPLE MULLIONS T ITE�� 4Q: FROM FIGURE 1 ABOVE. 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT-)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION %C� '•.;°<OHIDP .•' �� CAPACITY(LBS/FT')OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION %ss� •..,,, .,, PRODUCT ASSEMBLY. i� ONAL v- 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. I \\\ A.LYNN NIILtiE'I,P.E. FL P.E.#58705 DETAIL F: DETAIL G: DETAIL H: t; q FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION 3 x� (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) SEEDETAILSA-E, , W SHEETS 2 AND 3 FOR INSTALLATION 30'OR 45' TO SPECIFIC SUBSTRATES. BAYMULL a! N O O z O O / Z O O O O O / O O W O O TOP VIEW H _ SIDE VIEWi W U o OF SHOWNWRH 1•%4•X.126• TOP VIEW MULLION I I I Z c J ' I 1 I TYP.ANCHOR 0 EXTERIOR I I t PER SUBSTRATE, I7��I1.-.-'.• b I I SEE TABLES I6B OR 16B Z =I TYP.ANCHOR :R g STANDARD MULLION CLIP I I ERS BSTRATE, - I ' EXTERIOR MODIFIED TO FR FIELD I SEE TABLES 10.148 p Wo— CONDITIONS- I J I I 7 Z 2•X S"ANGLE CHP, FZ" Z Q O1 C I I I 2 PER MULLION END,MUST BE a0 N MULLION I I 1 INSTALLED INSIDE OF BAY MULL. oD I I O W � a; �, I , 2•X 6•X.,25• f.. (Y � II I I ANGLE CUP, I I I 2PER MULLION END, U Z 0 Q \ I I I MUSTBE INSTALLED Q_ U y I I INSIDE OF MULL. �0 0 I TYP.ANCHOR b PERSUBSTRATE, SEE TABLES 19-14B INTO WOOD, STEEL,ALUM INTO WOOO,STEEL, STANDARD CLIPTOBE EXTERIOR ORMASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED INFIELD. ExiO EOGEO;� �-I ®` ``®� as wmplylnPRODUCT@ with We Florida w Building Codo/o, INTO WOOD,STEEL, © ® ® ® ALUM,CMUORMASONRY DGE O TANCE N,ernl ado Product Control ER CHOR EDGE E\ a ♦r 111111111//j DISTANCE \\ PERANCHOR NOTES FOR INSTALLATION OPTION G&H: \\ O '// / 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION.NOTES FOR INSTALLATION OPTIONS F: -A-;' No.58705 '� 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28'X211•X.125'MULLION. 2)DETAIL G:SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 2)SEE TABLES 18.13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 150 OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE :Q $-qTE 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. <�,•'• <ORIOP,.•'•\\,�� NAL E� A.LYNN NVILLER,P.E. FL P.E.H 58705 TABLE 1A o ^ Mullion Capacity Table jibaffel V Opening Width(for verticalVsparving mullions)or Opening Helpht(for horizortahYspanning mullions) u�tC a 501n 60 In 701n 801. 901n IDDIn 1201n 1401n 1601n o Rectangular Treprillang. Rectangular 7npfffl"`• Recmng0ler TroplTdeng. R4clonBulal Treprrdang. Reclon9War Raprmang. Roclengilar Traprrrlang. Rectangular Tr prrdang. Rule TrepRdang. Rcolengular TmpRllang. 4'r 1 n 2%.126 Loading LBeding Loodng Loading Loading Loadng Leading Loading Loadng Loadng Loading Loadng Loading Lougee Loadng Loading Loading Loadng SY O Alum.Tube F �• �• n k � ,�• p & P b• & .A• F 12 MuI ton �704 3 �^ c3 3 d 8 6 m I- � � g � o � 42 in 111.01 408 129.5 332 93.2 1 408 10.51 325 79.9 408 107.8 321 69.8 408 104.4 Me 62.1 408 104.0 319 55.9 408 104.0 319 49.6 408 104.0 319 39.0 408 100.0 319 35.0 1 406 1 104.0 319 J W 481n 74.0 312 83.8 268 62.4 312 73.4 262 53.6 312 67.0 248 48.8 312 63.2 246 41.6 312 61.3 244 37.5 312 61.0 244 1 Ml 312 1 61.0 244 26.8 312 1 61.0 244 23A 312 61.0 244 _ of co 50.6251n 67.8 281 70.8 1 214 53.2 281 81.5 228 15.8 281 55.7 224 39.8 281 32.1 222 35.5 281 50.1 220 31.9 261 49.3 219 26.6 281 49.3 21D 22.8 281 49.3 219 20.13 281 49,3 219 W C)0 Sl In 52.8 247 $7.5 1 207 43,8 247 49.9 202 37.8 247 44.8 189 32,8 747 11.6 19929.2 217 39.4 194 26.3 247 36.4 193 21.9 247 Jaf 193 18.9 247 36.1 187 18.4 247 36.1 193 j M C 60 in 30A 200 41.2 170 32.0 200 35.4 166 27.4 2D0 31.5 163 24.0 200 289 160 21.3 200 27.1 159 19.2 200 25.8 157 16.0 200 25.0 168 631n 33.1 101 35.3 155 27.6 181 30.3 152 23.7 181 28.9 149 20.7 161 24.5 146 18.4 181 22.6 144 16.6 161 21.7 143 R M 661. 28.8 165 3D.6 142 24.0 165 26.1 139 20.0 165 23.1 138 118.0 1 165 1 21.0 134 721. 72.2 139 23.3 120 18.5 139 19.0 118 15.9 139 17.5 Q r,8. 18.8 107 fz5 tie te.z fa Z a Q o3 0 N TABLE 1B ANCHOR CAPACITY ADJUSTMENT FORMULA: H � Z oD O Anchor Capacity Table Iba ANCHOR CAP.,,,,,,,, �, g�S� Subsimla: 2.7k Cantrell 3.5k Cont. I{ollowCMU Hoed CMU PT Woad h111o1 (DP)X( >=ANCHOR CAP.,,, W , MULLION CAP.,p,,,,,, Anclar Typo: 3718•Eke Ultrecon 114'Eke Uiuecon 916'Elco 3116'Eka Ultrecon 1146 Eko Uluacon 114'SS Eke 916'Elco 114.53 Elco #f0 Steel #12SIeel 1312 Sled � X Y Y AnchorCllpPattemg Ulu." A..Cntar Unmcon Ag9reGator Sam(OS)Screw(GO Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR N Edea gsWce(Ink 1- 2-12' 1' Z-1n' 3-118' 1' 2-12' 1' 2•in' Z' 31/B' 2' 0.48' 0.54- 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN H" Embedmml Mk 1-IlW 1.314- 1-314• 1_314• 21 1.114• 1-114• 1-1/4- 1-114• 1414' 1-114- 26 1_18' 1376' Ledo. ACTUAL PRESSURE REQUIREMENT FOR THE Q � Q Q 0 2 Anchore®d.76'bile.O.C./6landud or OOsG qlp(Fig.1): 39016s 3901bs 45016. 69016. 18441bs 27016. 2801bs 354 nu 74o Ibs 37416. 88416. 946 b9 341 lbs 44216. 68016. OPENING,WHEN IT IS LOWER THAN THE MULLION n_-' z Q O 4 Anchors 6 1.156 kiln.O.C.I Standard(or Olfsel)Cop(Fig.2): 46016. 700 lb, WA WA WA NIA 360163 WA WA WA WA WA 6821ns 88516. 112016. CAPACITY(FROM THE TABLE)OF THE SELECTED a 40 4Awtnra 03•"In­O.C.1(2)215 Angle Cnp./(Fig.3): 760 lb, 760 lbs 680Ib3 1560Ibs fe96 lbs 54D lb. 660lb3 WA 760[be 7481b, 68010s 1692 Loa 68216. 88s lbs 11201bs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Arotwrs®0.45-Mn.O.0 I .I U.glp,lnlo.125'Alum.(Fig.4k WA WA WA WA WA WA WA WA WA WA WA WA NIA NIA 715161 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anahof/F-Cnp(Fig•6): iB51bs 195101 225 m3 415[be 822 ms 135 lbs 140 b. 177 too 370lbs 187163 33216. 47316. 170 lb, 221161 280163 ADDITIONAL ANCHOR OPTIONS FROM THE 2AWhaa 01.15'Min.O.CJ'FCIID(FI9.ek 24016. 350 ms NIA WA WA WA 1901b. NIA WA WA WA WA 1 341 lb, 4421M 60016. ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: PRODUCT RRVISHD • • • • as cowlylnil n11h la Florida 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. B111101AOOde • • SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --1 1.000' r- A �Q� 910 2)LIN FAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Zflan'J adFIGURE 3: d Prp aci Centro} 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' .X111 1 I I I I I// FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. / ANGLE CLIP MUST BE USED IN PAIRS. '125' \��\`��O LMGCN3•M����`i��' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLEDEl- ,: F ,P CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED -; FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 60B3-T5 AND BEA MINIMUM OF.126' No.58705 1�7f�I' ' • THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1'X 2-X.125'MULLION IIII I1II •_ I' LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND -0 C{- IJ�J THE MATERIAL.410&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. / O S ATE z �w F� OR.DP..••ONC�` s /"/'ONAL 0'," A.LYNUMILL91R P.E. F L P.E.#68705 TABLE2A ® & Mullion Capacity Table Ibalttz �� Opening Width(foruerticaty-spargirg mUllons)orOpening Height(for hollzontaiysparWrg m1/llore) g. 601n 801n 70In 801n 901n 1001n 1201n 1401n 1601n p Rectangular Traplydano Reclangular Treprrdeng. Rwtargutar TralyTdarg. Rwtargular Treprrdarg. Rectangular TrapRdane. Rectargula, Trery7darig. Rectangular Trep"W g. ReclenBular TreP111 g. Rectangular Trap7dane n 1%2%.375 UNIN Loading Lwdlrlg Loading Lo340g Loadrg Loading LoadUg Loadiry7 lnadlrg Loadlrg LoadlnD Loadlro Loading Loading Loading Loading 14oding �x Alum.Tube • F _ g ;^ .�•-_ _ F •^ •_ $ A, & '„ _ _ ,F Mullion �� � �� � ffg a � �� � � � � �� ,m g H z 42 In 170.0 820 170.11 435 151.3 662 170.0 478 129.7 682 170.0 We 113.6 682 1616 610 100.9 692 160.0 517 00.8. 682 168.0 617 75.7 662 1689 517 64.0 682 1689 517 68.7 882 1ea9 517 (IJ 481. 121.8 607 138.0 419 101A 607 119.2 410 We 607 108.7 403 76.0 607 1020 399 67.6 607 99.6 397 60.8 607 99.0 396 60.7 507 99.0 398 43.4 607 09.0 390 380 607 99.0 We 111 60.6261n 1037 456 114.6 379 80.4 456 919 371 74.1 456 90.6 364 64.6 456 84.8 360 57.6 456 81.3 357 51.6 450 80.0 356 43.2 458 60.0 351 37.13 456 BD,O 358 324 456 60.0 356 641n 85.4 400 93.3 336 71.2 4110 80,0 328 91.0 400 72.7 322 53.4 400 67.3 318 47.5 400 64.0 315 421 400 623 314 356 400 61.8 313 30.5 4W 61.8 313 26.7 400 61.8 313 m O � { 6D in 623 324 81.9 276 51.9 324 57.5 210 44.5 324 51.2 264 38.0 324 46.9 260 34.8 324 43.9 251 31.1 324 420 265 26.0 324 40.6 263 22.2 324 40.5 253 19.6 37A 40.5 253 F-• (MO 631n 153.8 204 57.4 262 44.8 294 49.2 246 3114 294 436 241 336 284 39.8 237 28.0 294 37,1 234 26.9 284 35.2 232 72-4 294 33.6 230 19.2 284 37.4 230 16.9 294 3JA 230 o 08 In 468 266 49.6 230 39.13 266 424 225 334 268 37.6 221 29.2 268 34.1 218 280 268 31.6 215 23.4 M19.5268 268 28.0 210 16.7 268 27.7 209 14.6 268 27.7 209 Z0)6 in' 72In 38.0 225 31.9 108 30.0 226 322 191 257 226 28.4 188 225 226 26.8 185 20.0 216 73.6182 180 225 713.3 177 129 226 18.8 178 11.3 726 19.8 178 781n 30.9 202 32.0 177 25.5 202 27.2 173 21.9 202 23,9 170 18.2 202 21.5 167 17.0 202 19.7 165 153 202 10.7 160 10,0 20 166 9.6 20216.8 1587/1n 2fl3 192 29.8 188 23.8 102 26.1 185 20.2 102 '22.0 182 17.7 192 19.7 160 15.7 102 18.1 157 14.2 102 15.2 162 10.1 102' 14,4 150 8.8 182 14.2 160 J d' ~ Q p 001n 18,5 144 19.0 128 164 144 16.1 128 Z N 961n 16.2 127 168 113 6- I- TABLE �O TABLE 2B ANCHOR CAPACITYADJUL. ENTFORMULA: 1n Anchor Ca aoI Toble(lbs) ANCHORCAP.,�,.,,� N Y 8ubslrelo: 23kCorwrete 3.58Conn. Hollow CMU HIM MU PT Wood Metal (DP)X( )=ANCHOR CAP.,,, � MULLION Sr16'Elco114'SSEI5`16'Elco 114'SS01 012Stee1 p12 Sted V x Q O O Anchor CllpPaKerna A.ehorType: 3It8`ElwUllmeon 114'EboUluwon 3118•EIwUrecon U1/4'ElooUllrecan .Ulirecon A992GalM UlOecon Ag9�+ator Btor Scren(G5(G5)ScreW(05) 9orew(G5) USE THIS FORMULA TO OI AIN THE" Q � Z Edge Dlslanoo 8n): 1' 2-112` 1` 2-1/7 3-118' 1' 2-112' 1' 2-Mr 2` 3418` 2` 840` 0.54• 0.324• CAPACITY REQUIRED`CO: $PONDING TO AN D. to rn Embedment 8n} 1-3/4' !.U4• 1.3/4• 1.111• 2• 1-IIP 1-114' 1.1/4• 1-114• 1-114• 1-114• 2` 1-318` I-YV wdc0 ACTUAL PRESSURE REQL..1'_MENT FOR THE �O�w 2AncIwN®4.75'MIn.O.C,/StanOrd or Mot CUp(Fig.1): 3901bs 390Ibs 450lbs 890 Itis 1644161 270 Ibs 280lbs 3541bs 740lbs 374 iW Eli lbs 9481bs 341 N9 442IDs 580Ibs OPENING,WHEN IT IS LOV':.R THAN THE MULLION 4 Ancham @ 1.115'Min.O.C.I Standard(or O6sot)Cttp(Fig.2r 4801bs 7001bs WA WA NIA WA 380 1b, WA NIA WA WA WA 6821&1 8B51bs 11201ba CAPACITY(FROM THE TA(i l_)OF THE SELECTED 4 Arwlwre @ X MIn.O.C./p)215 An&Clips/(Fig 3Y. 7001bs 780 1b. 860 P. 1560 his 10981ba 540 In 5601139 wA 760Ib1 748 lbs BW lbs 1692 1b, 6821ba eas lbs 1120lbs MULLION.IT WILL YIELD A AIMUM ANCHOR 2Anch-@OAS'Min.O.C./U a.p,Into.12S Alum.(Flp,41. WA WA WA WA WA WA WA WA NIA WA WA - WA WA WA 7151&1 CAPACITY WHICH MAY BE:-NS TO QUALIFY 1 A.IWI FClip(Flg.5J: 1951bs 1951bs 225 ms 445@1 822@9 135Ibs 1401bs 177101 3101&1 18710 3321bs 47-Albs 170 lbs 2211bs 2801&1 ADDITIONAL ANCHOR OP' iNS FROM THE 2Anchao@ 1.15•Min.O.CJ F alp(FI9.8' 2401bs 350 lbs WA NTA NIA WA iBO lbs WA NIA WA WA WA 3411M 4421&1 fAiO 1131 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCI'RBVISBD FIGURE 1: FIGURE 2: TABLE NOTES: Dutidllag Op�1k h4 Wo N)odda/'y�� 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. A�p�ao1'10 `�•�• SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. BY ., _ F 1.00Y I` Deto2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE; w11gm1 adg Mo ue1-onlrol 1 FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2,000' 111 I 1117 • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �� '�\OPV 1/1C C ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AGI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED LEI-375° •'.• CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE TREATED -T _ ; No.56705 FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6D63-T5 AND BEA MINIMUM OF.125" - THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1•X V X.37'. AULLION - LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8S.8.OR 410 S.S. 0 TATE 'ss/ONAL E o A.LY14N MIL'LrE'R,P.E. FL P.E.#68705 TABLE 3A ® ^ R ° Mullion Capacity Table Ibs11t� FS Opening Width((or vetOcally-spanning mtilions)or Opening Haight(for hod2ontally-sparring mullions) 601n 601n 701n 60 In so In 1001n 1201n 1401n 1601. 1 X 2.76% Rectangular Trapriliang. Rectangular Tmp•Tdmg, Rectangular Tr.p1Tdug. Rectangular Trapr111.no. Rectangular Trepr8leng. R.'IsNuler Trap/Tdang. Rectengsiar Tm".ng. Rectangular Trap'7deng. RWan8uler Tr.prmang. eS�yS Loading Loadng Loadng Lows" loadn8 Loedng Loafing Loading Loafing Losdng Loafing Loading Loading Loadng Loadng Loafing Loafing loafing ozd .376 Alum, a Tube .. �' .• •�.. .. .. Mahlon �� � � �E � � E gE � � E � � 03 TI 42112 170.0 820 170.0 435 170.0 741 170.0 478 170.0 668 170.0 606 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1740 170.0 521 148.7 1301 170.0 521 127.5 1301 170.0 521 111.6 1301 170.0 621 J W 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 151.8 1139 170A 677 138.8 1139 170.0 880 113.9 1139 170.0 860 97.11 1139 170.0 660 85.4 1119 170.0 880 gg Z 60.625 In 170,0 747 170.0 563 170A 896 170.0 631 187.8 1032 170.0 684 145.6 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97.0 1032 170.0 756 83.8 1032 170.0 756 73.4 1032 170.0 750 W 0 g O 641. 170.0 707 170.0 612 161.3 907 170.0 691 138.2 907 164.7 730 120.9 907 152.5 720 107.5 907 145.0 714 96.6 807 1413 710 80.6 907 140.0 708 69.1 907 140.0 709 60.5 907 140.0 709 co O F-- M 601. 141.1 735 151.5 625 117.6 735 130.3 611 100.6 735 118.0 599 68.2 715 106.2 590 78.4 735 99.5 583 70.5 735 95.1 578 58.6 735 91.11 574 60.4 735 91.8 574 44.1 735 91.0 574 O J 83 h 121.9 660 130.0 570 101.6 668 111.5 667 07.0 666 011e 547 78.2 668 00.1 638 67.7 666 113,9 631 60.9 668 79.8 526 50.8 660 76.6 521 13.6 868 76.8 521 38.1 868 73.8 621 ? 7 661n 106.0 607 112.4 522 B8.3 607 96.1 511 75.7 607 85.0 601 68.2 607 77.1 493 56.9 607 71.5 488 53.0 607 87.6 461 443 007 63.4 476 37.9 607 62.7 474 33.1 607 62.7 474 Z W C 721. 61.0 510 83,8 413 88.0 510 73.0 434 66.3 10 64.3 126 51.0 610 57.8 419 15.4 610 63.3 NJ 40.0 610 60.0 108 34.0 510 45.8 402 29.2 510 44.4 399 25.5 510 41.3 399 = J yyb E7610 69.4 458 72.6 400 67.8 458 81.7 392 49.6 456 61.1 305 43.4 458 18.8 378 38,8 458 44.6 373 34.7 450 41.6 368 20.9 458 37.7 302 24.8 166 30.0 359 21.7 158 35.7 358 Q "� 64.2 435 67.0 30t 53.5 435 56.6 373 45.9 435 49.8 360 40,1 435 44.7 360 35.7 435 40.9 3511 32.1 435 38.1 361 26.8 435 34.4 344 22.9 436 J2.B 311 20.1 435 32.2 340 �41.6 327 43.1 200 34.8 327 36.4 265 29.9 327 31.8 280 26.1 327 28.3 275 23.2 327 25.7 271 20,9 327 23.7 2811 17.4 327 21.0 262 14.0 327 18.3 250 Z N0034.4 287 35.4 257 28,7 287 29.9 232 24.0 287 26.0 248 21.5 267 23.1 244 IDA 287 20.9 240 17.2 287 10.3 237 11.1 267 15.8 232 � �O 24.2 227 24.7 205 20.2 227 20.8 201 17.3 227 111.0 198 15.1 22716.0 195 W LO x 22.3 216 22.7 194 18.6 215 19.1 191 16.9 215 16.6 168 Q: NS2Y vs 164 12.9 tel U x a 0 0 TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: a � Z mU) (O Anchor Capacity Table jibs) �_ ANCHOR CAP.,,,,,,,• m� Subslrela: 2.7k Conclet. J.6k Oona. Hotlow CMU FlBed CAW PT Wood Metal (DP,)X( >=ANCHOR CAP.,,, 5118'Eko - 1/4'SS Eko 5/16•Elco 1/4'SS Eko 010 Steel 012 Steel 012 steel MULLION CAP.,�,,,w F 1 0 Anchor Clip Patterns Anchor Type: 3116•Elco UlBecon 1/4'Ek.Ull-on U,V Ell 1'16•Elco UlB000n 1H'Eko Ullracm A9preG.lor W.Con Agg.GaW SCM(G5)Sc (GS) Sc("(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edea aemnce 9120 1• 2.112• 1• 2.112• 3-118• 1- 2.112• r 2-I12• 2' 3.08' 2• 0.46• 0.51• 8.321• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment Ont: ly4' 1-374• 1.3x4• 1.314' T 1-114' 1-1/4' 1-t/4' /-114' 1.114' 1-1/4' z• lye' 1.3x6• vada. ACTUAL PRESSURE REQUIREMENT FOR THE 2A.M.@435"Min.O.C./SI.Mud or053et Clip(Fig.1$ 390 IN 390 IN 450 IN 690 IN 1044 IN 270 IN 2801bs 3541W 740@e 374 IN 664 IN 946 IN 3,11 IN 442 lb. 560 lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors @ 1.15'hiln.O.C./St.ndud(or OBsel)Gip(Fig.2): 460Ibs 700 ms WA WA WA WA 380 IN NIA WA WA WA WA 682 IN M IN 1120 IN CAPACITY(FROM THE TABLE)OF THE SELECTED A.M. •Min.O.C./(2)2x5 Angle Clips/(Fig.3): 780 IN 790 IN 680 IN 1560 IN 1696W 540 IN 560 IN WA 7601W 148 IN B80 IN 1892 IN 682 IN 685[1. 11201Da MULLION.IT WILL YIELDAMINIMUM ANCHOR 2 lam 0.45'Mln,O,C.r U43Ip,Into.125m Alum.(Fig.4): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 715 lb CAPACITY WHICH MAY BE USED TO QUALIFY 1 Alwhor/FCIIp(Fq.51: 1951W 195 IN 225 IN 445Ibs 8221bs 135 IN 14D lbs 177 IN 370 Ibs 1871bs 33210. 473Iba t70IN 2211ba 2801bs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors®1.16'Mln.O.CI F471p!12.81: Vc Ibs 3501bs WA WA WA WA 1901ba WA WA WA WA WA 341 IDe 4421bs 6801bs ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. RODUCr REVISED CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. u comptylnp with the Florida ugding Code-.16 to .1. FIGURE 1: FIGURE 2: Da2 TABLE NOTES: � 1.000` f--- 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. sliaml ado Product Control SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 'kj1 1 1 1 1! 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. \��v�ON`( LYNN 4914 FIGURE 3' 2.750' � '��•''LGENS ''!F . a.• V C-. '•. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. . F HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. No.50705 '�4 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - _ ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .375' -'L-) FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED J) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" Q S'ATE OF THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK 18 GAUGE). STEEL TO BE AT FCORIUP.•'' \� ( ) 1'X 2.75'X.376•MULLION (� THE MATERIAL.#'10&012 ANCHORS INLEAST.125"THICK AND A36.ALL OT WRS IOOD MAY BE STEEL,18.8 S.S.OR 4410 S.NTO METAL SHALL EXTEND AT LEAST 3S CREW THREADS BEYOND '� A.LYNNIM1LLt A,P.E. FL P.E.#58705 TABLE 4A BK x Mullion Capacity Table ba/R' x IIx OponingWfdth(for\eNcely-sparWngmUlions)orOponingHelght(forhori7nrAalNsparrirgmi lons) ��W�le 501n 00 In 701n 801n BO In 1001. 1201. 1401n 1801n p '?xtm lar he Batten alar Tre an. fieclen ar 7te d r4JTda g• o q 1x2.76x Au NTda^A' A P'Td 9 sd NT erg• RecWnBder Treplidang. Reclanguler hepRdeng. Raatengrlar Trepffdarg. Reclmgular Tr rg. Reclargr4ar Trep/Mang Rectangular TrepTrren 3333EEEE Loafing Loadrg Loadng Lnadng Loafing Loafing Lowing Loafing Loafing Loafing Loafing Loafing Looding Loafing Loadng Loadne Loafing Loafing sY .860 Alum, Tube •.' 't.. t � � � �a Z- � �,. v � p A• �„ � •a,. � -1 � -a 1. � �„ � Mullion �_ �� & hg 9 � a 9� 9' g �� y ��S1 �. 9 �� N O bg E b qr� b Sr�r b. O bg O 05 b.G Is O b Y; m ygytt sg !�e u Ytl_ 6YT5�!• •9 �c d d`o: �rc Z s Z d Zo a;oc i d gc d Zc I� ii d o Z d d Zo Zc d Z d drc O 421. r'10.0 620 170.01 435 170.0 744 170,0 478 1700 668 170.0 See 170.0 OR 170,0 518 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 158.71 1820 170.0 521 13a.8 1620 170.0 521 J W 48 In i 170.0 708 170.0 524 170.0 We 170.0 584 170.0 092 170.0 030 170.01133 170.0 681 170.0 1275 170.0 077 170.0 1417 170.0 660 141.7 1417 170.0 600 121.5 1417 170.0 880 100.3 1417 170.0 660 O mm 50.625 In !70.0 747 170.0 563 170.0 800 170.0 631 170.0 1046 170.0 684 170.0 1185 170.0 723 162.6 1280 170.0 747 149.3 12M 170.0 758 121.9 1288 170.0 758 104.5 1286 170,0 758 81.4 1288 170.0 756 W O O O 54 In i 170,0 787 170.0 812 170,0 956 170.0 691 170.0 1118 170,0 754 150.7 1130 170.0 803 133.9 1130 170.0 837 120.6 1130 170.0 656 100.5 1130 170.0 881 88.1 1130 170.0 881 75.3 1130 170.0 881 000 ~ c 601. i70.0 865 170.0 701 148.5 915 162,3 781 125.5 015 144.5 746 109.8 915 132.3 735 07.6 015 113.0 728 87.9 015 118,5 720 73.2 015 114A 715 02.8 915 114A 715 54.8 916 114A 716 J { 631n 1:51.0 830 161.9 710 120.5 830 138.0 694 109.5 830 123.2 801 94.0 630 112.2 870 84A a30 104.0 682 75.9 630 90.4 658 632 630 94.5 649 51.2 830 04.1 640 47.1 830 84.1 &4 � Fa 681n 132.1 757 140.0 850 110.0 757 119.8 638 91.3 757 105.0 021 S25 757 98.1 814 73A 757 89.1 606 88.0 757 84.2 800 5&0 757 79.0 583 47.2 751 7a.2 Sot 41.3 757 76.2 591 (L C fq j 721. 1101.7 838 100.8 552 01.8 038 01.0 640 72.7 636 80.1 530 038 638 72.2 521 56.5 878 68.6 514 608 876 62.3 508 420 696 57.2 500 30.3 B]6 55.3 407 31.8 838 55.2 481 O J 781n !39.5 571 ODA 408 71.1 571 76.6 460 8. 571 67A 470 54.1 571 60.6 471 48.0 571 55.5 464 43.2 571 51.6 459 38.0 571 47.0 451 30.0 571 44.8 447 27.0 571 M.5 446 sem-•rcZ Q 78 In 10.0 $42 83.4 474 08.7 642 70,8 465 57.1 542 62.1 458 50.0 542 55.7 449 44.4 542 51.0 M2 40.0 542 47.5 437 33.3 542 42.9 429 28.8 542 40.6 425 25.0 542 40.1 423 F-- N Q N o 90 In 52.1 107 63.7 331 43A 407 45.4 355 37.2 407 39.8 349 32.5 407 35.3 343 28.0 407 321 338 28.0 407 20.6 334 21.7 407 26.1 327 18.6 407 24.1 321 18.3 407 23.0 319 � w) Z o 12.0 358 44.1 320 35.a 3% 37.2 314 30.7 358 32A 309 26.6 358 28.8 304 23.8 358 28.1 300 21.5 356 24.0 206 17.0 358 21.0 289 15.3 358 102 284 x S o F co 1081n 30.1 283 308 255 25.1 283 25.0 251 21.5 203 21.5 247 16.8 283 10.9 244 16.7 283 18.0 240 15.1 203 16.5 237 (L h III in 127.8 2W 2a.3 242 1 23,1 267 238 230 1 19.8 267 20.0 235 17.3 287 1&3 231 150 267 iO.S 120 In no 229 223 209 18.3 229 18.3 205 15.7 220 18.2 202 U X Q •' Q..� Z OTABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: 28 01;0AAnahorCe acI Table Ibo ANCHORCAP.,„,u„�,9unlmle: 2.7k Conorelo 3.5k Cana. Hollwchlu FI05dCAIuPG-822 Wood Mew (OP,)X >=ANCHOR CAP.,,, 1A01 ' 916•El.. 114'3S Eko 511WElco 1/4.99 Eko 01291eo1 H12 Sled MULLION Anchoi::)p Paheme Antlwr ryp¢ 3/16•Elco ullmcon 114'Eke ulueaen uluecon 3116'Elk utlrxan 1l4•Eko ulYeean AggreGakr Utlmcon A9gre0ator Scmw(G5) SCr4W(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Uslanco Ont 1• 2.12• 1• 2-In' 3.98' t• 244 t• 2.112' 2• 3.118' 2' 0.54• 0.324• CAPACITY REQUIRED•CORRESPONDING TO AN Embedment n. 1af4• 1•L4• 1314• fail' T 1-1l4' 1-1/4• 1.114• 1-114' 1-114• 1-1lA' 2' tela' cedes ACTUAL PRESSURE REQUIREMENT FOR THE 2Anohom Fr•4.75'Mtn.O.C.f Standen!or Offset alp(Fig.1): 3901bs 3001.6. 450@s 690@.3 1644 Ins 2701.65 28016. 354@s 740@s 3741.6 66/10. 046 In 442In 660@s OPENING,WHEN IT IS LOWER THAN THE MULLION 4Anohas@!.i6•Mtn.O.C.19WAmd(or0r..0C6pff4.2r 4BOIbs 7001ns WA WA WA NIA 380[be WA WA WA WA WA aes1 ltzo Iba CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arw' ?@3•Mln.O.C.1(2)225AngleCAps/(FIg.3): 7801Da 78016. 880In 15601be 1098 Ins 540In NOIn WA 7601. 749lIx 86016. 1692InMULLION.IT WILL YIELDA MINIMUM ANCHOR 2 Anchors C!,A•Mln.O.C.I U Clip,@to.125'Alum.(Fig.4} WA WA WA WA WA WA WA N/A WA WA WA WA 715@s CAPACITY WHICH MAY BE USED TO QUALIFY 1 A.chor/F4Yp IFIg.5): 195 @s 185169 2251.6. 44510. 67216. 135 @s 140In 177109 37016s 1811.6. 3321.6. 473In 221 In 2801bs ADDITIONAL ANCHOR OPTIONS FROM THE _ 2Anohae®1.15•kiln.O.CJF•glp(Fig.s): 240lba 350 In WA WA WA WA 1901ha WA WA WA WA WA 3411.6. 442 In 66010s ANCHOR CAPACITY TABLE. RODUCTR$YiSBD NOTE:FOR +IF OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. Uco g1yCbilg ceep4mtlrhh tbo Florida co NO C ly FIGURE 1: FIGURE2: TABLE NOTES: 1.000• I-- on ctc 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. 41am1 ado Product Control 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: '�.•' \CFNg F 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' ,. F '•,'P C HOLES BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. - - �IJ' FIGURESS SHOW SUGGESTEp,APPROXIMATE HOLE LOCATIONS. � }t� No.58705 '�r ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 650' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 1 FIGURE 4: FIGURES: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' SATE O� 4J ` THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE)..STRUCTURAL STEEL TO BEAT ''•,,F(OR(DP,,•' \� THEM.125'AL.THICK#1 AND 136.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1•X 2.75'X.650•MULLION .CCSS ,,,, �G O � e THE MATERIAL.#10&N12 ANCHORS INTO WOOD MAY BE STEEl,18-g S.S.OR 410 S.S. 1 2'11 1�t�`�` A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 5A _. � u Mullion Ca ao TablO Ibe#t' Opening Wldth(forlsNcaly-spannigmWons)orOpening Height(for horizonfellpsparri mullions) --so In 601n TO in 80 N 901n t001n 120 N 140 N 1801n �y y O Reclm lar Tla d o p 0,u pR ems. Rectangular TrapRdang. Rc:,' ipilar TreplTdap. Reclengdar Tmp/Tdan9• Reclvrgular TrepRdme• Reclongdar TrapRdang. Reolenouler TeplTderg, RaclanorAar TreplTdang. Reolmguiar TrapRdmg. 1"x 3.126"x Loading Lowing Loadno Lowing Lo,:tng Loadng Loading Loadng Loading Loading loadng Loading � Loading Losdng Loadng Loading Lowing Loadng �Y u boo"Alum x $ x x r x F _ x x p x t TLINPI! x r x II'. Tubo Mull � � � �g � �� � �g � �� � ia� � � ��$ o o u o o h� � � t ` I,. � b� b. b� �� Is h 5� �• S� a 9 b s $ fid "- €9 o� 2- U)� a �� 5 �� r� 6 }X $ a5zc 3 d` 3c 6 Sc 3 3a dK 5c D: �a dK Q W 421n 170.0 620 170.0 435 170.0 744 170.0 478 17U.i I 66a 170.0 See 170.0 992. 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 17D.0 1735 170.0 521 154.4 1802 170.0, 521 J w 481n 170,0 708 170.0 524 170.0 850 170.0 584 170., 092 170.0 030 170.0 1133 170.0 Set 170.0 1275 170.0 677 170.0 1417 170.0 880 157.7 1577 170.0 880 135.1 1577 170.0 660 118.2 1577 170.0 680 a 50.625 to 170.0 747 170.0 5W 170.0 See 170.0 631 17U. 11040 170.0 684 170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 750 141.7 1495 110.0 750 121.5 1495 170.0 756 106.3 1495 170.D 750 W C) 541n 170.0 797 170.0 612 170.0 958 170.0 691 178.: 1118 170.0 754 170.0 1275 QU 803 180.1 1401 170.0 837 149.5 1401 170.0 856 124.0 1401 170.0 861 106.8 1401 170.0 881 93.4 1401 170.0 681 01) QD 60 in 170.0 885 170.0 701 170.0 1083 170.0 707 15(•.'11156 170.0 876 130.7 1166 107.0 028 123.3 1168 156.5 917 111.0 1168 149.7 010 82.5 1150 144.5 003 78.3 1168 144.6 003 139.4 1158 144.5 903 � J 631. 170.0 930 170.0 745 168.8 1049 170.0 650 13'7. i 1049 155.5 660 119.8 1048 141.7 648 106.5 1049 132.0 630 05.8 1049 125.5 628 70.8 1040 118.3 620 08.5 1049 118.9 819 59.8 1049 118.0 619 to 68 In 166.8 955 170.0 789 139.0 055 151.3 804 116.' 955 133.7 786 1042 955 121.4 775 92.6 955 112.8 765 63.4 955 108.4 757 69.5 BSS 99.8 749 59.6 055 98.7 746 52.1 055 88.7 740IL ? 111 $ e 0,g 721n 128.5 803 131,8 097 107.0 807 114.8 882 91.E 1100 101.1 870 80.3 803 91.2 858 71.4 603 83.0 849 64.2 803 78.6 042 53.5 803 72.2 832 45.8 807 69.6 828 40.1 603 69.7 627 J Z 78 in 108.2 721 11 d.1 62B 81.0 721 87.0 818 7B.i 721 65.1 605 68.3 721 78.5 595 00.7 721 701 586 54.8 721 65.4 578 45.5 721 59.4 589 39.0 721 58.8 564 74.1 721 68.1 663 Q j 781n 101.0 864 105.4 599 64.2 884 69.4 567 72.7 864 76.4 578 03.1 884 70.4 567 60.1 884 64.4 558 50.5 Sat 59.0 551 42.1 684 51.1 541 38.1 684 51.3 538 31.8 881 50.6 .534 F- 7 g Q N p 9044 83.8 571 67.9 458 51.8 $14 57.3 148 47_' 1 514 50.0 MO 41.1 514 41.8 433 38.5 514 40.5 427 32.9 514 37.3 421 27.4 514 33.0 412 23.5 514 30.4 406 20.6 514 29.0 403 Q Z W o 061n 54.2 452 55.7 404 45.2 452 47.0 390 36.% 452 40.9 390 33.9 452 38.4 384 30.1 452 32.8 378 27.1 452 30.3 373 22.6 452 28.0 385 19,4 452 24.2 359 16.9 452 228 355 ���� 1081n 38.1 357 38.8 322 31.7 357 32.7 317 27.7 357 25.4 312 23.6 357 25.2 306 21.1 3$7 22.7 303 18.0 357 20.8 280 15.0 357 16.0 293 13.8 357 18.2 2B7 11.8 357 15.0 263 W Y Y 1111n 33.1 338 35.8 306 29.2 336 SD.1 301 • 370 28.1 290 21.8 338 23,1 2B2 10.5 338 20.6 266 17.5 338 18.0 284 11.8 330 10.5 270 12.5 330 14,8 273 11.0 338 13.8 268 M rn (!) 120 In 27.7 289 282 283 23.1 289 23.7 259 to.r 289 208 256 17.3 289 16.1 252 15.4 283 18.3 249 13.9 289 14.8 240 11.8 2B9 12.8 240 9.9 289 11.4 238 8.7 289 10.4 232 U X Q 0 OL z TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: AnchorCe act Table Ibs ( ) ANCHOR CAP.,,,•,,,,,, suestmW 2.71 Corcrde B.bk Cmc. HcOex Ulu FOIed C,1U PTWood �Mtld DP.. X( )=ANCHOR CAP.,,, 6116'Elte 114'98 Eko 6116-Etc0 114'SS Elco 171D Sled e12Sleel 012 Steel MULLION CAP.,,„,,,•>, AnchorCllp Palteme Anther Typo. 3'16-EIt0 Ullr: r 1/4'EkOUkm[On VIVERDUhretm 1/4'EkoU9racon Ulhacon AggrcGdor Uambm A�reoatm screw(G6)scrcw(G5) scrtw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Eager clslarce 0,n) 11 2ar•• 1• 2•vr 3-116' 1• 2-vz' r 2-vr r 3-116' z• 0.49• 0.54• 9.3x4• CAPACITY REQUIRED"CORRESPONDING TO AN Embednml n 1814' 13'•:' 1314' 13'4' 2- 1-114' 1-1/4' 1-114' 1-1/4• 1.1/4• 1414• r 13181t3Te• votes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors®4.75•hnf1.O.C.1 SlaMat or offset cup 099.1) 390449 390.: 450186 890163 1644189 z7o ies 26o 166 351 ms 74oIm 3741os Est los Sts los 341159 44z 9s 5s91ns OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arxhm 441.15'hlla O.C.I Standard(or Met)CUp lF7g 2) 480 lbs 700:a IRA IUA IIA IIIA 3801bs IIIA IUA NIA mA wA 682 ms 6651as 11201os CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arclnn®3•Atin.O.C.1(q N5 Argle Clips 10g.3) 780 lbs 78U:'; 680Ibs 1560109 18961133 Slow 560186 IIIA 760 Its 7481bs 8113106 1892106 682186 8851m MOM MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Ancton®0.45.4.144.O.C.IU•CUp,Nlo.125•Alum,ft 4) IIIA 1111, IIIA IUA IIIA IIIA IUA IUA IUA IIIA IUA I IUA N/A IUA 1073 Its CAPACITY WHICH MAY BE USED TO QUALIFY I Anchor/FClip(Rg 6) US les 1059 =Ibs 445166 8221ba 135106 140189 177103 370186 16716s 332 Its 473149 voles 2x1613 2B01m ADDITIONAL ANCHOR OPTIONS FROM THE 2Anch-01.16'I41n.O.CJFCO 0,6' 210103 3'J.�•s NIA IUA IIIA IIIA 100186 It/A IUA IIIA IUA IUA 311109 442109 r60ID3 ANCHOR CAPACITY TABLE RODUCTRBVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTEPN AND ANCHOR VALUES AS THE STANDARD CLIP. ulld�NdV Florida F-1.000'-I captagog�;?L FIGURE 1: FIGURE TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. AIMW ado Product Control SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 11114 I 11111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS ISALLOWABLE. LYNN FIGURE 3: 3.125• `.`��oN�. . .;�il�F��,� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. �%GEN.T, •. .)b • I I _ _ I HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �1•• No.58705 '•,' �� I Imo_ J- I FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETESHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED T (/ FIGURE 4: FIGURE 5: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF,125• 1 '•, STATE OF 1'X(1-VFX LMULLION THICK.STEEL STUDS TOBEAMINIMUMGRADE33AND.045"THICK(18GAUGE).STRUCTUfiALSTEELTOBEAT � � '••.FCORIOp•.•'• ��` (7'VF MULLION) �` •, r;2 - � LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND Q THE MATERIAL.810&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. s�� 0NAL A.LY11jtJtS/QML1,P.E. FL P.E.#58705 01 /--MULLION DETAILA: DETAIL B: � g MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X FBUCKSTRIP 1 TYP.SUBSTRATE, OR WOOD FRAMING WOOD BUCK AND MASONRY AND �PERSUBSTRATE, o v (OFFSET CLIP SHOWN) ( SHOWN)- ATTAct1M1ENr SEE SEE TABLES 18.180 4 STANDARD CLIP SEE NOTE 1: N SEE NOTE 1, I SHE, m I MULLION � .• N tt 6 I I ° I I .. ' '•' 1 . Z D7 SEE SHEETS a b I MIN 23 KSI •• ' '• EDGE EITHER THE ° I I I 21.23 FOR HOLE 4 I I CONCRETEORCMU i I DISTANCE, W STANDARD OR e I LOCATIONS 1 1 I---�SEESEE TABLES _ OFFSET MULL ° EDGE o + EDGE DISTANCE 18-188 S (q CLIP MAY BE I DISTANCE a ° FOR MASONRY 01 Q 'O S° 0 INSTALLED BY A e I I I FOR WOOD I I I ANCHORS Da (0 O - THIS METHOD. ° ° SCREWS L °°Q I I SIDE VIEW y to 260•MAX FOR / ~ J ALL MULLIONS 4 F EITHERTHe ° .6 STANDARD0 d OFFSET MULL 5 CLIPMYBE EXTERIOR INSTALLED BY THIS METHOD U g � � Z G EDGE Q .Q a DISTANCE FOR z N O MASONRY a � ° THE OFFSET CLIP IS ANCHORS a @QO .O RECOMMENDED FOR J 1 8 EXTERIOR °° °° FIN-FRAMED V1 " ' WINDOWS,BUT MAY 9 U.] F ALSO BE USED FOR OTHER FRAMETYPES. Z Q j j y1z O 0 TYP.ANCHOR TYP. 0 go ANCHOR TIP.ANCHOR PER SUBSTRATE, SEETABESIB-1, ddd J4 PERSUBSTRATE, SEE TABLES 10.188 SEE TABLES 18-168 SEE TABLES IB•108 EDGE(END DISTANCE BUCKSTRIP SEE TABLES AND 18-168ATTACHMENT EMBEDMENT BUCKSTRIP •. SYOTHERS, AND EMBE MEM' SEE NOTE 1. ATTACHMENT I �.• SHEET I. BYTHEORS. •• .. r SEE NOTE 1, , •• SHEET 1. • MIN 2.7 KSI CONCRETE OR CMU .. PRODUCT RBVISBD SIDE VIEW FRONTVIEW as comp Iag%vhhftFlorida FRONT VIEW Acapmo Dao 4 101.0 INSTALLATION NOTES: Miami ado Ptoduct Contro 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 �� pNY•LYNN ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE CORRECT QUANTITY AND LOCATION OFANCHORSMUSTBEFOLLOWED,REFERTOTHE TABLES ONTHE Q�,•''•LICENS�e'•((r,P/�� FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. NO.58705 Tti 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. '�� S[ �5 •([/Q;` 6 FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI•DADE COUNTY APPROVED GRID ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. '��4 NCS` FL P.E.#58705 DETAIL E: .12s•n11N' MULLION TO MULLION DETAIL C: —f INTERSECTION NOTES: MULLION DIRECTLY ATTACHED TO _ (U-CLIP) MASONRY STRUCTURE MULLION 1)MAY BE INSTALLED IN'TEE'OR'CROSS' o (STANDARD CLIP SHOWN) =c INTERSECTIONS. fir'$ VARIES 2)MAYBE INSTALLED HORIZONTALLY � u. (SHOWN)OR VERTICALLY. I TYP.ANCHOR c." , N EITHER THE I I I PER SUBSTRATE, 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 m OFFSET MULL I SEE TABLES IB-13B FOR CORRESPONDING MULLION. �i OFFSE7 MULL CLIPMAYBE I I I EDGEDISTANCE TOP VIEW MULLION O F- INSTALLED BY - II I J 111 FOR MASONRY THIS METHOD. I I 1 VARIES ANCHORS I 1112° EL SCREWS, SELF'ORILLING OR 8 PRE-DRILL ` MULLION AND USE SMS LLIO O 00 m O F ZZ z M '4 MULLION Z O J EXTERIOR da 4 s O EDGE DISTANCE ° THE OFFSET CLIP IS z V Y' RECOMh1ENDED FOR FOR MASONRY a z ANCHORS d FIN-FRAMED - LINTERSECTION M a WINDOWS.BUT MAY U-CLIP F O oz ALSO SE USED FOR J B OTHER FRAME TYPES. EXTERIOR Q co o V TYP.ANCHOR d Z Z ¢ N O PER SUBSTRATE, d 4 Q 0 Z CO SEE TABLES 113-138 H TYP ANCHCR SEES OLES21-23 FOR (n , mO 8� BUCKSTflIP PER SUBSTRATE, HOLE LOCATIONSFn SEE TABLES IB-138 FRONTVIEW EDGE W J ATTACHMENT DISTANCE IQ-' j < BY OTHERS, Zm SEETABLES I- 9 SEE NOTE I, 1B-135 V Z Q O O EMBEDIMENT SHEET I. .• d [n (n .I •• '•• ,` .. .• .I EDGE O S..O DISTANCE SEE TABLES SIDE VIEW MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 1B-130 FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: STRUCTURE 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP.ANCHOR a PER SUBSTRATE, SEE TABLES 113.138 RODUCr RBVISBD 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION a. �� SEE SHEETS ® coRytying0h the Florida ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR 3uldingCode CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE kcmptmmNo, FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS DaIC/ _ 3 ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. MULLION ® Ifaml ade Product Come. 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. I ® I 1 I I I 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED DIISSTANCE �.�`�pNY LYNN ELCO ULTRACON OR ELCO 1!4'S.S.AGGREGATOR MASONRY ANCHORS. FOR STEEL STUDS THINNER THAN SEE TABLES Q��.•"y1cEN FRONT VIEW 15 GAAND COMPLIANT WITH THE FL BUILDING 113-1313 :. 3F CODE,A2XWOOD BACKER MUST USED. ATTACHMENT BY OTHERS. NO.587D5 '. EXTERIOR USE WOOD ANCHOR SPECS SIDEVIEW — _ NOTES: 1)FOR 2XWOOD-BACKED STEEL STUDS,WOOD •n S7 Tc s ANCHOR VALUES MAY BE USED. �:�151 '..4ORIOP,,.•' 2)SEE CORRESPONDING MULLION TABLES, S/oNAL CNG'� SHEETS 5.20,FOR QUANTITY OF SCREWS. A.'el NN M,UI'k 3,P.E. FL P.E.#58705 TABLE BA Mullion Ce act Table Ibstfe ® � Opening Width(for v43rtically-spanning Indlons)or Opening Height(for hodmntally-spanNng mullions) '0 in 60 h 701n 60 in 001n loin t201. 1401. 1801n Q Rea aul9' Trapmang. Root Odor TrOprTltan9- Reclenguler Tfa"ang. RootengWer Tleprrdang. Rootengufar •na4YMarg. Rootenguler VoprMong. Rectangular 'Rop/Mano. Rectengmer TraplMang. Rectangular TroplMang. ti 3,188"7( Loading Loafing Loading Loading Loading Loadng Loading Loafing Loading Loading Loading loading Loading Loadn9 Lcadm9 Loadng Loading Loading .265"Alum & Al L` $ � le Tube Mull IC4 is C-4 Is is 421n 170.0 6?0 170.0 435 170.0 744 170.0 478 170.0 696 170.0 508 170.0 892 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1480 170.0 521 170.0 1735 170.0 521 151.6 1769 170.0 521 40 In 170.0 773 170.0 524 170.0 650 170.0 564 170.0 892 170.0 638 170.0 1137 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 660 154.6 IM 770.0 660 132.7 1618 170.0 680 118.1 1648 170.0 880 _ 60.825 In 170.0 747 170.0 563 170.0 098 170.0 631 170.0 1618 170.0 684 170.0 1185 170.0 723 170.0 1345 170.0 747 167.0 1468 170.0 756 139.2 1468 170.0 756 119.3 1468 170.0 756 104A 1468 170.0 756 541. 170.0 747 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 163.1 1376 170.0 037 146.8 1376 170.0 660 122.3 1376 170.0 881 104.6 1378 170.0 681 91.7 1378 170.0 661 m O M 601n 170.0 8:5 170.0 701 170.0 1083 170.0 787 136.8 116(1 170.0 676 179.0 1158 187.1 038 123.6 1158 1193.8 918 111.2 1156 150.0 812 82.7 1158 144.0 BOS 78.4 1168 144.8 BOS 89.5 1158 144.6 905 UJ 40 J 631. 170.0 8.'10 170.0 745 160,1 1051 170.0 050 137.2 1051 165.0 662 120.1 1051 142.0 845 108.7 1051 132.3 537 D6,1 1051 126,7 630 80.1 1051 118,6 etl2 60.8 1051 718.1 621 60.0 1051 118.1 821 � M J 7 �., 68 In 167.1 9;7 170.0 769 139.3 057 151.8 605 118.1 057 134.0 700 104.4 957 121.6 777 928 957 112.8 787 83.0 857 108.8 759 69.6 057 100.0 750 59.7 057 08.0 748 52.2 057 08.9 748 Z C 72 in 126.7 0.34 1135.2 688 107.3 804 115.2 684 91.9 801 101.3 671 80A 804 91A 660 71.6 604 64.1 650 64.4 601 78.8 643 53.6 804 72.3 633 46.0 601 69.8 628 40.2 804 69.8 628 781n 109A 712 1114A 630 012 722 972 618 78.2 722 85.3 806 68A 722 70.7 508 60.6 722 70.3 586 51.7 722 65.5 580 45.8 722 59.5 570 39.1 722 66.7 666 34.2 722 66.2 681 ? �❑ Ls Z X 78 In 101.2 60 105.6 600 64A 865 89.6 666 72.3 605 70.6 577 63.3 665� 70.5 688 68.2 685 64.5 860 50.6 605 80.1 553 42.2 685 "54.3 843 36.2 685 51.4 537 31.0 685 50.7 578 I••• N •�- � 901n 65.0 515 65.0 457 $4.0 515 57.5 449 47.1 515 50.1 441 41.2 515 44.7 434 36.8 515 40.6 428 33.0 515 37.4 422 27.6 515 33.1 413 23.5 515 JOb 407 20.6 515 20.1 401 -C.1 O Q x Z 961n 64.3 4',3 65.6 404 45.3 453 47.7 397 38.8 453 41.0 391 33.0 463 36A 385 30.2 453 33.0 370 27.2 453 30.4 374 226 453 20A 366 19A 453 24.3 360 17.0 453 229 358 N 00 108h 16.1 3.0 39.0 323 3t.8M5632.8 318 27.2 358 28.4 313 23.6 358 252 308 21.2 358 72.7 304 19.1 358 28.6 300 15.9 358 18.0 283 (n `: o 4+) 111 h 35.1 3 9 75.0 306 28.3JD.1 701 25.1 336 26.1 297 22.0 330 232 203 10.5 338 20.0 289 17.6 Jia 18.1 285 X 21.6 2:0 287 284 27.2216 260 19.9 280 20.8 256 77.! 290 182 267 15.4 290 111.4 249 U N Q t{I In 18.1 2-A 18.3 186 Q r O O CO ci) TABLE 88 _ pnehor Ce act Table Iba ANCHOR CAPACITY ADJUSTMENT FORMULA: ,�g 0 62 Sutabmle, 2.78(brcRle UK Cmc. Ht11ow O.lU FWadcmu Pi Wood A1dd (DP))(/ANCHOR ANCHOR CAP.- U " �� N16'EICO 114'SS Ek tY1C EICO 1!4'SS E1C6 010 StEd 012 SIa4 012 Steel `MULLION CAP.,,,,,,,,, Anchor Type: all EIco UOrxm 1l4'EkOUllmcon .Ullrecon 3'18'EIco UOlttm 114'EkoUflmcon AgWe(3alOr UMucm A neGala Screw(GS)Scfm(GS) Scfm(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR AnchorClip Patt:.:1a W Edge astarce on) 7" 2.117 1' 2-117 aIle' T 2.92' 1' 2-117 7 3-tle' 2' 0.48' 0.64' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN _ Embeonml n 1374' 15m' 1314' ta+r 2' 1-114' 1-114' 1.114' 1.94' 1-114' 1-113' 2' I-M. 1.&Ir votes ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchor;@4.75'Mtn OAC.I Standard a Cl5et Clip 09.1): 300 lbs 39D Ind 450 lbs mD lbs 1644 IDs 210M 280 Ins 354 ms 740113 37411a 66110c 946 ibs 341 ms 442 lbs 660106 OPENING.WHEN IT IS LOWER THAN THE MULLION 4 Archom @ 1.15'IAIn 0.11 Standard(or Onset)CIO(Rg 27 480 M 700 He RIA IUA IIIA 11/A 380108 NfA IVA IIIA IUA IVA 682ms WS[ba Ifni lin CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arcto9@31LA_4.0.C.I(2)215AMIaC9ps7(RO5) 76010s 78068 Wlbs 156D ItaG 1893 lbs 6401Ds 660 Its NIA Melba 7481175 ODD Ibs 1802 Its 6B21D6 085115 112DIW MULLION.IT WILL YIELD A MIN IM UM ANCHOR 4Ammm @0.4YI.IIn."•.C./UCap,Into.I2GAI m.(Fp.4rl IIIA IgA IIIA IUA IIIA IIIA IUA NIA IUA IIIA IUA IUA N/A IUA 14301bs CAPACITY WHICH MAY BE USED TO QUALIFY tArct3r/FC9 (R9.b) 195 lbs IBS ms 225106 445M 8222A 135155 tan Ins 1771bs 3701ba 187 IDs 332103 473 lbs 170 lbs 221156 LBO ma ADDITIONAL ANCHOR OPTIONS FROM THE 2 Mf- @7.16'IAIrt O.CI FCII p 2401D4 350 ms tilA WA NIA t1/A Ian me NIA IVA IIIA IUA IUA 371 Ib9 442ms F601m ANCHOR CAPACITY TABLE. PRODUCrRBVISBD NOTE:FOR THE OFF`.r:T CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, as oenWlytMw1di Lh6Plorids BuffdingClode . FIGURE I: FIGURE 2: ANO6� TABLE NOTES: 6rc + • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 'Miami addee Product Conitn) ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3.186• ;;.�\,pN�•LYNN 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE \> •\,10ENSZ' F� CLIP MUST SHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 265• No.58705 '•,7i IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND FIGURE 4: F6l%ItE5: FIGURE 6: - GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL rI - tS �I�BEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE }60133-T5 AND BEA MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND �� '. l•O- ,•�(V. 1.25'X3.188'X.265'MULLION i •,•<ORL01`,•'• \�;� .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL i Cis ......•• G ® (1-4/4'VF MULLION) sQ ` ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. i7 /�/�fA �� 010&012 ANCHORS INTO WOOD MAYBE STEEL,1&6 S.S.OR 410 S.S. A.rCYNNLTy)�f1LER;P.E. FL P.E.#58705 TABLE 9A � ® N H h Mullion Capacity Table(IbelN1) Opening Width(forvortlealysparnlrg mu0ons)or Opening Height(for horizontal', ,,Brning mullions) a�x4' a 661. so 1n 701. 801n 901. too[a 1201n 1401n 158 In LL0 Reclaneular Tiapfrdang. Reclang.ler Trap'Td.ng. Ruts gu.1 TropTdeng. Reclengukr TrepTMng. Rectangular TmpfTdang, Raotangular Tre,^..ing. Reele.gular Tiap'Tdong. Ralenpalar TaaprWag. Roc@nguler TraprTdang, a� rz 1.26 X 3.26 Loading Loadrg Loading Loading Looding Loading Loading Loading Loading Loafing La.&.g Loa"'g Lowing Loading Loading Loading Loading Loading Q2, U x.100 CC Alum.TuboPas Sept fLP _ Rip Lap'_ LO Mullion U N sIan , 421n 170.0 620 170.0 435 170.0 744 ilea 478 170.0 BM 170.0 60B Ilea 992 t70.0 619 170.0 1116 170.01 521 1513 1118 110.6 521 121.7 1118 170,0 1 521 109.5 1118 1 170.01 521 85.8 1118 1 170.01 521 0 48N 170.0 758 170.0 524 170.0 MO 170.0 684 187.6 978 ilea 630 146.7 978 170.0 661 130.4 978 170.0 677 117.3 978 170.01 BM 97.8 976 170.0 658 58.8 970 170.0 BM 73,3 978 170.0 680 J W 50.825 In 170.0 747 170.0 563 170.0 MB 170.0 631 150.7 927 170.0 584 131.9 827 186.5 708 117.2 927 159.1 699 105.5 927 151).'•E fiM W.9 927 158.3 585 75.4 927 166.3 895 85,9 g2/ 168.7 535 � (_ S/ln 170.0 797 170.0 611 154.5 589 110.0 eel 132.5 869 153.9 583 1149 589 MIA 658 103.0 589 134.0 660 92.7 589 129 � 654 77.3 589 126.8 582 66.2 BN 128.8 652 67.9 589 128.6 651 U.1 o O 661. 143.2 716 153.8 M/ 118.9 740 1323 820 102.7 746 117.8 669 68.6 746 107.8 599 19.6 710 101.0 592 71.6 740 BOX i 507 59.7 740 813 583 61.2 748 03.3 SM 41.8 748 93.3 583QD J r M1. 173.7 077 132.0 670 103.1 677 113.2 BOB $.4 077 t00.d 655 77.3 077 81.4 Sde 58.7 077 85.2 639 61.9 677 BI.B 531 51.0 617 77.0 610 41.8 077 78.7 628 38,7 877 76.7 tiYB F F2 W --2 60 In 107.6 617 114.1 630 69.7 617 87.6 310 76.9 617 58.3 5N 67.3 017 78.3 500 S9.8 017 72.6 494 63.8 617 58.7 1409 41,8 617 64A 483 36.4 011 83.7 482 316 017 63.7 482 IL S 1218 82,9 610 67.1 160 69,1 618 71.2 440 1t7.5230 842 432 61.0 518 58.8 425 48.1 516 54.2 419 41.4 516 50.7 f 414 31,5 518 46.6 408 28.8 518 45.0 405 25.9 618 46.0 105 Z J Z m 781n 70.6 165 117 4Be 567 165 fi1,6 358 51.9 390 41.1 485 49.4 381 39.2 458 15.3 378 35.2 458 {22 1374 211.1 165 38.3 387 25.2 485 38.5 384 22.0 465 38.7 387 1[lyJJ 78 N 65.2 441 68.0 387 64.3 441 57.7 379 50.6 372 40.8 441 45.4 366 36.2 441 41.6 380 32.6 581 38.7 t{359 27.2 441 34.9 349 23.3 441 33.1 340 204 441 32.7 315 901n 42.4 332 43.8 285 35.4 332 37.0 258 32.3 284 266 312 28.8 258 23.6 332 26.1 276 21.2 332 24.1 4 272 17.1 332 21.3 266 153 332 10.6 262 13.3 332 10.7 260 Q r sem-. 661. 35.0 281 J49 180 19.1 291 70.3 786 18.4 152 21.9 291 216 240 18.6 201 21.3 231 17.6 191 19.5 141 13.0 101 17.1 230 11.5 201 16.8 232 N Z 1001. 29.8 2b 76.1 200 20.5 130 21.1 206 18.3 101 15.3 230 18.2 158 I-- x ��O111 1. 22.6 210 23.1 107 169 218 19.4 194 16.6 101 14.1 210 i/.B 158 N /aa B 120 in 17.9 187 16.2 170 N.9 187 15.3 107 WW C9 x U C-1 a 0 0 D-�~ ZmOsO TABLE 9B Anchor Capacity Table pbg ANCHOR CAPACITY ADJUSTMENT FORMULA: as ANCHORCAP.,,�,,,a, _ Bubsaelo: 2.7k CAncrelo 3.5k Caro. HOWN CMU Filled CMU PT Wood Rletal (DP)X ANCHOR CAP.u, r `MULLION CAP.„,„,,.,, 5178'ge 174'S9 Ela! 5116'Elco 1Po'SS Elco #10 Steel #12 Sleel #12 Sled ArXlror Typo: 3'10'Elw Ullmcon 114'EL,UlUocon 918'Elw UlUeoon 119'Elco Ullrecw I Anchor Cllp Patletna Uliraaon ANmGa1 uluocon All7eoota 6erev7(G5).crow(Gs) s9mw(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Diatom.Qn): P 2.1/2' 1' 2-IrT Vie' I- 2-172• r 2-Ir2' 2' 3.116• 2- 9,48' 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment On: 1.374' 13/4' 1.94' 1314' 2' 1-1/4' 1-1/4' 1.114' 1-1/4' 1-1/4' 1-114• 1' me* 1318' wiles ACTUAL PRESSURE REQUIREMENT FOR THE 2Awbots®4.75'Min.O.C./Slandaid m OBsal 00(N.1): 3901bs 390 Hos 4501bs B90 lbs 16441bs 270163 280 lbs 354 lbs 7401W 3741bs ' 66411,3 8461b, 3411bs 44216. 5601bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchm @ 1.15-Min.O.C./Standard(o(Olfsel)pip(Fp.2p 458 Ibs 700 @s WA 58 @ A WA N/A WA 33 WA NIA WA WA WA 6112 Its BM Ilu 1120 @s CAPACITY(FROM THE TABLE)OF THE SELECTED _ 4Andare®3'MI1.O.C.1(2)2x6 Angle a las 1(Flg.3): 758 Ina 78016. 681@5 1660lbs 18NIM 540@s 5601bs WA 760100 748lbs_ B801bs 1692 lbs 6821bs 88516, 11201ba MULLION.IT WILL YIELD AMINIMUM ANCHOR 3 Anchola®0.64'Min.O.C.lU C11p,Into.100'Alum.(Fp.4): WA WA WA WA NIA WA WA WA NIA WA_ WA WA WA WA 9501ba CAPACITY WHICH MAY BE USED TO QUALIFY 1 And/or/F471p(Fig.5): 195163 195108 225 @s 4451bs 02216! 13516. 140 Its 1771b, 370158 187163 3321bs 473163 170 @3 2211Ds 258Iles ADDITIONAL ANCHOR OPTIONS FROM THE 2Anahoa@IAV MI.0.G/F4Ulp(F1g.6): 2401b. 350 ib. WA WA NIA WA 190 lbs WA NIA WA WA WA 341166 4/211,8 Bee a ANCHOR CAPACITY TABLE. RODUCPRBYISBD complyuRiling/bDde with�{6 Dlodda �f ebeptmn7 No T" .Q" FIGURE 1: FIGURE 2: TABLE NOTES: -1.250' D • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON:]SING THE TABLES AND SHEET 25 FOR INFORMATION 41am1 ado Pfoduct Cmurol ON LOADING.SEE SHEETS 2.4 FOR GEf-._RAL INSTALLATION METHODS. 111111// 2)LINEAR INTERPOLATION BETWEEN h:.LL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `�, �1 LYNN M� FIGURE3: .�`0 ......... <<` ANGLE 3)MULLION AND MULLION CLIPS SHOW::ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250 ;• \,\CENSE •. .f1 i CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED It.THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS _ .:• 717 S BE USED SHOWN ON SHEETS 21-23.FIGURES SI r'_W SUGGESTED,APPROXIMATE HOLE LOCATIONS. Nu.58705 _ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL COI ORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNI'.;CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL .100' -'0 FIGURE 4: FIGURE 5: FIGURE 8: %-P / q Il5:• w BE PRESSURE-TREATED YELLOW SOUT-]ERN PINE WITH AN SG OF 0.55-ALUMINUM SHALL BE 51'ATE 6063•T5AND BEA MINIMUM OF.100'1K; K.STEEL STUDS TO BEA MINIMUM GRADE 33 AND %��•'•,./••40R10P.•'•�\��� 0 LOA LEI .045'THICK(18 GAUGE).STRUCTURAL S-'EEL TO BE AT LEAST.126 THICK AND A36.ALL 1,26'X 3.25'X.100' �/SS Q ANCHORS INTO METAL SHALL EXTEND.'T LEAST 3 SCREW THREADS BEYOND THE MATERIAL. !T/1 of/\�. • #10 8#12 ANCHORS INTO WOOD MAY E STEEL,18-8 S.S.OR 410 S.S. MULLION A.LYSIN MI 111�,P.E. FL P.E.#68705 TABLE 100 Mullion Capacity Table pbgftt7J Opening Wd81(forvedically-sparnlng minions)crOpening Height(forhoilwdallyspentthtg muttons) SO to 601n 70 in 00 in 901n login 120 in In in 160ln d6' 126%326 RecUngNer TmpRriang. ReNenBuler TropRdanB. Rectanouhr TrapTdang. Rectangular Trop/ldeng. Rectangular hap/rdang. Rectangular TrapTrdmg. Rectangular Treyfdang. Racmngufer IIeprMang. RectangJer TuldOiarg. u Loading Loading Loading Lowing Loading Loading Loading Loading Loading Loading Loading Lo4d'ng Loading Loading Loading Loading Loading Loading �Y u M .624 Alum.Tube . ,. '� •�.. '�.. 'S.. •H .. ,. �.. 'u •8.. .9 .� .F .'' E,. 'b •�.. P^. 'E �.. -E 5 'E-. 'E .. 'B '9 Mullion go os a ag It � �� a a� Ee �� a� m£ �� a@ a " , 1t �� s as s 7L� N LL v v ue v v v v v v �9 tZ v v 3< u' iva S m tj is Jq 'IT 1j sew A 'qUj :9 a 1A 42 In 170.0 620 170.0 435 170.0 714 170.0 478 170.0 660 170.0 506 110.0 992 170.0 619 170.0 1116 170.0 521 170.0 1240 170.0 621 170.0 1468 170.0 S21 170.0 1735 170.0 621 170.0 1961 170.0 621 ((~(J Llj 48 In 170.0 708 170.0 624 170.0 BSO 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 651 170.0 1275 170.0 677 170.0 I417 170.0 680 170.0 1700 170.0 680 169.7 1979 170.0 680 148.5 1979 170.0 680 50.626 in 170.0 747 170.0 663 170.0 696 170.0 631 170.0 1016 170.0 684 170.0 1195 170.0 723 170.0 1316 170.0 747 170.0 1497 170.0 766 170.0 1793 170.0 756 152.6 1877 170.0 766 133.5 1877 170.0 766 2 0 611n 170.0 797 110.01 612 1 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1216 170.0 803 170.0 1434 170.0 837 170.0 1597 170.0' e66 166.4 1759 1100 861 134.1 1769 170.0 061 117.3 1759 170.0 661 W o m 601n 110.0 085 1700 Tot 170.0 I06J 170.0 797 170.0 1240 170.0 070 170.0 1417 170.0 911 161.1 1611 170.0 995 145.0 1511 170.0 7073 120.8 1511 170.0 1063 IOJ.6 1511 170.0 1063 90.6 1511 170.0 fOfi3 p Z) co J 631n 170.0 930 170.0 745 170.0 ME 170.0 660 170.0 1302 170.0 970 166.6 1770 170.0 1015 1792 1370 170.0 1076 126.3 1370 164.0 1082 104A 1370 165.9 1072 69.5 1370 165.3 1070 76.3 1370 155.3 1070 (33 j Sol. 170.0 914 170.0 709 170.0 1169 170.0 907 155.6 12/8 170.0 1002 1367 1248 158.6 1017 121.1 1240 147.1 1000 106.9 1248 179.0 989 90.6 1218 130.4 970 71.6 1248 129.0 915 68.1 1240 129.0 976 g �. 7210 1S7.0 1049 170.0 BIB 139.9 1019 150.2 B92 119.9 7No 732.1 076 101.9 1049 119.1 8m 972 1049 109.7 e48 a3.9 1079 102.7 838 69.9 1049 94.3 825 59.9 1019 91.2 820 520 1019 91.1 020 Z 22 76 In 142.7 941 149.1 022 118.9 971 126.8 605 101.9 041 111.2 791 89.2 941 j40227.6 79.3 971 91.7 766 TIA 941 05.6 757 $9.5 941 77.6 744 61.0 911 74.0 737 41.6 911 73.3 136 9 TB in 132.0 897 137.6 787 110.0 091 116.9 767 91.3 691 102.1 763 82.5 891 77.3 891 61.1 730 66.0 894 18.7 721 66.0 997 70.7 707 47.1 091 67.0 701 41.3 894 66.1 690 Q .� 90 In 85.9 611 88.7 596 71.6 671 74.9 665 61.4 671 65.3 575 67.7 671 47.7 671 52.9 $58 43.0 671 48.8 551 3S.8 671 43.1 539 30.7 671 38.1 631 26.9 671 3T.9 526 N o 961n 70.6 590 72.8 527 59.0 590 61A 515 50.6 590 63A 509 dd.3 590 39.3 590 43.0 494 35.4 590 39.6 400 29.5 590 34.7 471 25.3 690 31.6 469 21.1 590 29.8 461 X Z � login 49.7 466 50.0 421 41A 466 42.8 414 3S.6 466 37.1 408 31.1 466 27.6 466 29.7 396 24.9 466 27.1 391 20.7 466 27.5 382 17.8 466 21.2 375 16.6 466 19.6 370 U) W) 4441 46.7 400 30.2 441 39.3 393 32.7 441 34.1 387 28.6 441 26A 441 21.2 376 22.9 441 24.9 372 19.1 441 21.6 363 16A 441 79.3 3S6 14.3 441 17.9 351 Wcry'1201n 36.3 376 36.9 314 302 370 71.0 339 25.9 778 26.0 33d 22.7 778 20.1 370 21.3 325 18.1 318 19.6 321 16.1 370 16.7 314 w 4) 44 1. 21.0 262 21.2 242 17.5 162 17.8 239 15.0 262 15.3 Z]6 L.3 N Q O O a•'� z (n m TABLE 10B �O o AnehorCepacity Table(Ibe) ANCHOR CAPACITY ADJUSTMENT FORMULA: .. fY fid' ANCHOR CAP__ Sucalmle 2.711 Corcrt4e 9.6%Conc. Hollow CMU FlOe0G3U PT Wood 1,1dai (DP..)X( )=ANCHOR CPP,,, Anchor Typo. 3116•Elco Ultm:on 1/4•Eko Ulirdcon &IC Elco y16.Elco UAracmK114o UAmcon 1/4•SS Elco&16'Ek. U41'SS Elco 910 Sled 91281eelI el MULLION CAP.,,,,,,,,, AnehorCllp Paltems Uemeon AOBreGdor uBraean AggreGadcr ScraW(05)screw(05) 5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Cistance(In) 1' 2.112' 1' 2-v2' 3418• 1' 2-VT2-112 2' 3.119' 2' 0.48• 0.54' • CAPACITY REQUIRED'CORRESPONDING TO.W EmOeQltml n 1514• 1.314• 1510' 15'0' 2• 1.174• 1-v4' 1-U4• 1-N4• 1.1/4' z' 1.318• 1518' ACTUAL PRESSURE REQUIREMENT FOR THE 2Ancbom®4.76'lgn G.C./Slamad"OAselCOp(Flg.1) 390109 390108 45D Ds 690105 16441Ds 270 lbs 200 ms SM Rus 740lbs 3741bs 6671m 0161bs 341155 442 mss OPENING,WHEN IT IS LOWER THAN THE MUL' )N 4A1%g0rs@1.15.1010 O.G/Stardam(0r0(BeI)C0p(Flg.4 48010s 700 Its NIA IgA IIIA IIIA 3801bs IRA IUA IUA IRA 682Ibs 8115 iose CAPACITY(FROM THE TABLE)OF THE SELEC'12D 4Am is@3'IdIn.O.C.IC2)2t6AngleC0lal(Rg.31 780100 780 Its 680lbe 15MIbs 7006105 5t01bs 660104760lbS 748105 BBD IOs 1892103 602Ibs BBS Ibe08MULLION.IT WILL YIELDA MINIMUM ANCHOR 3AM1Ws00.61-MIn.O.C.I UCOp.Into ADW Alum.(Flg.4) II/A WA NIA IRA IIIA RIA IUA IUA IIIA IUA IUA IIIA IUAs CAPACITY WHICH MAY BE USED TO QUALIFY f AMWIFLYa(Fig.S)' 19510s 105 b 225 its 4451bs 022 Ms 1351bs 140105 370108 187109 332109 473108 1701b5 221 Ibes ADDITIONAL ANCHOR OPTIONS FROM THEPRODUCT RIIVISED2 Anclnls 1.15•Min O.C1 FC0 9. 24D Ibs 3•A IDS IIIA IRA NIA II/A 190IDs NIA RZA INA IUA IUA 3411bs 4421095 ANCHOR CAPACITY TABLE. co7rg CTRBhhdla Plor(da cexptantn N0 FIGURE 1: FIGURE 2 TABLE NOTES: t210' _ �6 • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION HIamIPrOducl Cantrg ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 11111114! 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OROPENING WIDTHS IS ALLOWABLE `\�� oNy LYNN,y/� FIGURE 3: `��xl�-'-�,10ENSF''•�F.p i ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3. CLIP MUST SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ��a.;• BE USED SHOWN ON SHEETS 21-23.FIGURES SHDW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 _ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND - -/�z��---` FIGURE 4: FIGURE 5: FIGURE 5: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTME4P CSO.WOOD SHALL4, ,'•, ( 2'�( �BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE STATE D ,:�4Q • 8083-75 AND BEA MINIMUM OFA 00'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND �'��''•.F<oR10P•'' .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL S ® ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.25 X.624' i/7//S/ONAS- 11Ps� . #10&#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. MULLION A.LYRN(19i1l1 i, ,E. FL P.E.#58705 TABLE 11A Mullion Capacity Table Qba#ta) ��H Opening Width(for vodicegy-spanning mullions)or Opening Haight(7orhodzodeAyspanning mWiorts) � SO in ED In 701n BO In 90 in login ' 120 In 140 in 160 in d6 p Recta ler Ta;/T,1.9. Reclan gular Tra don. Raclen lar Tm Rflan Raclen lac Tra Reden ular Trep7dan Reclan lar ha flan Racla dor Tra d igu yrc g. gder 7reyRfleng. Roden go' TrepTdeng. Reclan p`r g eu p B� 9° pTdanO• 9 g� 8u p'r 9� rg Load"" � n� 1%6824 4 Loading Laading Loading Loading Loading Loading I.-Ing Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading LaoeBg fly 2 O re Alum.Tube �,. 'S -� € �.. .� �.. .g 5•-, � �,. .s.. € 5,. Al `.. $ �,.- $•.. & .r� F' .auSO Mullion 3� $ �� ��, a � 4R a $� a �� . �� , � a u u u3- iia v ug u v igga o65 u u �a As ug v .3 og 4� u u u'T'a LD fr E•� `^ 421n 170.0 620 170.0 435 170.0 744 110.0 478 170.0 868 170.0506 170.0 991 170.0 619 170.01116 170.0 521 170.0 1240 170.0 621 170.0 id BB 170.0 521 170.0 1735 170.0 521 170.0 1983 110.0 611 J W 40 In 110.0 708 170.0 524 170.0 650 170.0 681 170.0 992 170.0 670 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 I 170.0 660 17D.0 1983 170.0 690 170.0 2267 170.0 680 J x 50.625 In 170.0 747 170.0 667 1 170.0 695 170.0 631 170.0 INS 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.6 765 170.D 1793 1 170.0 756 170.0 2092 170.0 756 170.9 12391 170.0 766 0:$ do 641n 170.0 797 170.0 612 170.0 956 170A 691 170.0 1116 170.0 754 170.0 1275 170.0 603 170.0 1434 170.0 831 170.0 1594 170.0` e% 170.0 1913 170.0 661 WILD 2231 170.0 661 160.2 2403 170.0 061 c. M 60 in 170.0 085 170.0 701 170.0 1063 170.0 797 170.0 1740 170.0 078 110.0 1117 170.0 911 170.0 1594 110.0 996 170.0 1771 170.0 1037 170.0 2125 170.0 1063 148.3 2163 170.0 1063 129.8 2163 170.0 1063C/)F- 63 --• (O 631n 170.0 930 170.0 745 170A 1116 170.0 850 170.0 1302 170.0 940 170.0 1486 110.0 INS 170A 1673 170.0 1076 110.0 1859 170.0 1122 156.9 2060 170.0 1169 134.6 2060 170.0 1171 117.7 2060 170.0 JIM LU m 661. 170.0 974 170.0 789 170.0 JIGS 170.0 903 170.0 1364 170.0 1002 170.0 1559 170.0 1086 170.0 1153 170.0 1155 170.0 1946 170.0. 1210 143.0 1966 170.0 1275 122.6 1966 110.0 1266 107.2 1966 170.0 1166Z (n gL m ^2 721n 170.0 1061 1 170.0 870 170.0 1276 170.0 1009 170.0 1488 170.0 1126 170.0 170D 170.0 1228 154.1 1731 170.0 1315 170.7 1731 169.8 1386 115.6 1734 155.9 1361 99.1 1734 160.4 1352 86.7 1734 150.2 1 1352 � J E' 0 76ln 170.0 1 I 170.0 937 170.0 1346 170.0 1080 168.5 1556 170.0 1209 147.4 1556 165.1 1265 131.1 1556 151.6 1266 117.9 1656 141.3. 1251 98.3 1566 128.3 1229 64.2 1556 1223 1219 7J.7 1556 121.2 1216 J Z 78 1^ 170.0 1151 170.0 S67 170.0 1381 170.0 1116 155.9 1477 169.3 INS 136A 1477 152.0 1224 121.2 1477 139.1 1206 109,1 1417 129.6 1191 9D.9 1471 116.9 1169 77.9 1477 110.8 1156 68.2 1477 109.3 JIM r r 901n 1420 1110 146.5 9B6 IIIIA 1110 123.9 968 101.5 JIM 107.9 951 80.8 1110 96.3 936 78.9 1110 B7.5 922 71,0 1110 80.7 910 591 1110 71.3 691 60.7 1110 65.6 678 44A 1110 62.7 870 Z Q N O 96in 111.0 976 110.3 872 97.5 915 101,5 856 83.6 97N88.3 M2 73.2 975 78.5 829 65.0 975 71.2 817 90.6 975 65.6 807 48.8 976 57.4 709 41.6 976 52.7 776 36.6 976 49.3 167 F X„Z W O 1081n 81.2 771 84.0 696 60.5 771 70.7 685 5B.7 77674 61A 771 M.3 6M 45.7 771 49.0 655 �1111n 757 130 77.3 661 63.1 770 65.0 650 56.1 73MO 17J 730 19.9 671 62.1 730 15.0 672 31.9 730 41.1 614 316 730 356 600 270 7)0 71.9 589 ZJ.7 730 29.5 581 (M1201n 59.9 624 61.0 669 49.9 624 51.2 560 42.8 62652 37.6 624 39.2 Md 33.7 624 35.3 537 30.0 624 72.2 531 25.0 626 21.7 619 11.1 626 26.6 509 16.7 614 22.5 501 N U)1441n 34.7 433 35.1 Ogg 28.9 433 29.4 395 24.8 43 . 390 21.7 633 22.6 785 10.3 433 10.0 381 17.3 473 18.1 376 (..) C-4 Q O Z 0 � !n TABLE 118 .0 x0 ANCHOR CAPACITY ADJUSTMENT FORMULA: - �z� Anchor C apaelty Tablo(lbs) a ANCHOR CAP.,e,,,,,,, H Subsl2te' 2.7k Comma 3.6kCtl1c. HtlIa9C6W Red CMU Pi WOW f.IUtl (DP,)X( )=ANCHOR CAP.,,, lV16'Elco 114.99 Ek6 WE'ElcoN473IDS 1110 Sled 012SIeel #12 SIPAI MULLION CAP.,,•,,,,,,, AnehorCllp Patteme Anchor Type 3'tc[Icounra:m v4•Ekounracon unmcon 3116*Elco unman 1l4'FxoulUacon Aggrec9a<or ullracm screw(r>s)scrc+v(c5) SCM(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge aslarce on) 1• 2-VZ r 2.12' 3-116' 1• 2.12' 1. MIT T 3-116' 0AS' 0.64- 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN EmDMnrnl n 1314• fa4' 1314• 13'4• 2• 1.114' 1-14- 1.1/4' 1-14- 1-1/4' 1-114' tae• 106' vales ACTUAL PRESSURE REQUIREMENT FOR THE 2 AncroR4 4.75*min,o.c.r slaroam a OIbel Cup(F1g.1) 390 IDS 390 ma 450 lb. 890 Ins 16U lbs 270 ms 28D Its 3M In 740Ite 374 Ibs 6M Me 341 lbs 4421rs 65ome OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors @ 7.15'1419 O.C.1 Standard(or Cniel)C4p(ITS.2) 4e0 Ins 700 IDS IUA IIIA IUA IIIA Seo los MIA IUA IIIA IUAe821bs 885 lbs 112D is CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Accton®3'LIIn.O.C./(2)2,5 Angle Cnps/(Rg 3) 70D IDs 700 Iw 600 IDS 1560 Rd Jeer lbs MISS 560 IDS IIIA 760lbS 748 IDS 880,IDS 602109 abs 6s 112010E MULLION.IT WILL Yl ELD A MINIMUM ANCHOR 4A=hm®0.M'611n.O.C./U-Cilp,Into.1004 Alum.t 2 4) II/A IUA IIIA IUA NIA IIIA IUA IIIA IUA NIA IUA WA MIA IUA 1267 DSS CAPACITY WHICH MAY BE USED TO QUALIFY 1 Ancrorl FL0p In 5) So IDS 1405 ibs 225@5 445 We 82210E 13510s 1401b3 177 Ibs 37011s 1871bs 332[be VOIDS 221 lbs 280 ms ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT'R13VISED 2Mcroa(it 1.16'Min.O.CIF-Cop 11,19. No IDs 3c0ID6 11/A IUA II/A IIIA 100109 tl/A IUA NIA IUA IIIA 311 IDS Id21Ds CGOIDs ANCHOR CAPACITY TABLE. .US wm)Itytng wtlh thePJodds BundingCode 1.250' A`wep�Ro No FIGURE 1: FIGURE 2: TABLE NOTES: on By • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Jami ade Pro uc Control ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ;��,Z,O,.•••""•.,�(F FIGURE 3: '�,•'110ENSF 'Q ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.84' �:' '•, 3c CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Yi: N0.58705 • 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 �'O•:u I �`Z 15 IU FIGURE 4: FIGURE 5: FIGURE 8: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL S-ATE C BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 824• '%U'C•'•.,FlOIi10)`.•'��_� • 6063.75 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND _t %FS ••.....•• `� e .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL �I 7 5/ NAL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 1.25'X 3.94'X.624• A.LYNN MILLER,P.E. MULLION FL P.E.#58705 TABLE 12A Mullion Capacity Table Ibaffl2 ® �11YBB1� OpaningUNd1',(lorleltically-spembgmUllons)orOpeningHelght(for hod2antelly-sparWrit;mUllons) Sol. - 601n 701n 80 In 001n 1001n 1201n 140 In 1601n U. RatenBuier lteplTtianB. Rectan9Wer Trepl111enB. RaclenBuler Trep4TdenB. F":'n9uior Trep7fdenB. Raten(Nler TrepRdorg• ReclenBdar Thp/fdan9• RwwnBWa TrepmlmB. RactanpWer TreplTdeng. Reelenprier 7tep/I11enB. d� O 2X4X26, LoadI19 Loadng LwcinB LwdnB Loadlg Loedn9 "llinB Lwdn9 LwdnB Loadrg Lwdn9 LwdnB Loading Loading LwdnB LwdnB loadnB LoadnB Alum.Tube L' 6Y 0 Mulllan � IS IS a � IS z 421n 170.0 020 170.0 435 170.0 744 170.0 476 170.0 866 170.0 506 1'1.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 '170.0 521 170.0 1408 170.0 521 170,0 1775 170,0 621 170.0 1883 170,0 621 Q F 46 In 170.0 708 170,0 624 170.0 650 170.0 684 170.0 092 170.0 630 1'1.0 1113 170.0 661 170.0 1275 170.0 877 170.0 1417 .170.0 660 170.0 1700 170.0 680 170.0 1887 170.0 660 170.0 7187 170.0 660 J W 50.6261n 170.0 747 170.0 563 170.0 698 170.0 631 170.0 1046 170.0 684 i:'-.O 1195 170.0 723 170.0 1345 170.0 747 170.0 1484 ;170.0 756 170.0 1783 170.0 766 170.0 2082 170.0 756 170.0 2391 170.0 758 M 641n 170.0 797 170.0 612 170.0 056 170.0 691 170.0 1115 170.0 754 110 1276 170.0 603 170.0 1434 170.0 837 170.0 1594 170.0 056 170.0 1913 170.0 661 170.0 2231 170.0 861 170.0 2550 170.0 681 ca � 601n 170.0 665 170.0 701 170.0 1063 170,0 797 170.0 1240 170.0 678 1.'.0 1417 170.0 944 170.0 1594 170.0 968 170.0 1771 170.0 1033 170.0 2125 170.0 1083 170.0 2479 170.0 1053 160.8 2680 170.0 1063 V) U) 631n 170.0 930 170.0 745 170.0 1118 170.0 650 170.0 1302 170.0 940 1".1.0 1488 370.0 1015 170,0 1673 170,0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 166.7 2653 170.0 1171 145.8 2553 170.0 1171 �' � -1 60 In 170.0 971 170.0 789 170,0 1169 170.0 900 170.0 1364 170.0 1002 1 ?.0 1668 170.0 1086 170.0 1763 170,0 1165 170.0 1946 170.0 1210 170.0 2336 170.0 1275 151.9 2437 170.0 1280 132.8 2437 170.0 1260 Sy d m 721n 170.0 1063 170.0 670 170.0 1276 170.0 1009 170.0 1488 170.0 1128 1'1.0 1700 170.0 1278 170.0 1013 170.0 1315 170.0 2125 170.0 1387 145.6 2164 170.0 1450 124.6 2184 170.0 1529 108.2 2184 170.0 1530 ? g zz 19 761n 170.0 1122 170.0 937 170.0 1346 170,0 1060 170.0 1670 170.0 1208 1.?.0 1794 170.0 1322 165.1 1960 170.0 1421 146.0 1960 170.0 ISM 123.6 1860 161.8 1548 108.1 1060 154.0 1635 92.9 1960 162.7 1531 J �y 9 � 2 76 In 170.0 1151 170.0 907 170.0 1301 170,0 1118 170.0 1011 170.0 1250 1�?.0 1842 170.0 1369 152.7 1881 170.0 1474 137A 1861 163.1 16M 114.5 1861 147.3 1473 98.2 1861 138.6 1459 65,9 1861 137.0 1454 Q (D 8 90 In 170.0 1328 170.0 1144 148.1 1398 156,0 1218 127.8 1398 136.0 1198 14!.81E.2 1178 89.4 1388 1102 1162 89.5 1398 101.8 1141 74.5 1398 69.8 1122 83.9 1398 82,7 1105 $5.8 1398 78.9 1006 I- J z N O 961n 147.4 1228 151.5 1098 (22.9 1278 121.8 1079 105.3 1719 111.2 1081 f9 4 1014 61.9 1229 89.8 1028 77.7 1229 82.4 1016 61A 1228 722 093 627 1228 65.8 977 16.1 1229 621 881 QfOBIn 101,6 071 105.8 677 86.3 671 BB.O 862 79,0 071 77.2 &9 14.7 831 57.5 871 81.8 825 51.6 871 68.6 016 47.1 071 19.0 768 37.0 671 44.0 782 32.4 971W410.67"71 (!) N0 III In 95.4 919 97.3 832 78.5 810 61,9 B18 68.1 919 70.9 am 8 784 53.0 919 58,7 784 47.7 919 51.6 774 39,7 910 44.6 768 34.1 BIB 40.2 742 2B.B 910X120In 76.6 788 78.0 716 82.0 768 81.5 705 53.8 766 55.6 695 �l.2 608 41.9 766 44.4 677 37.7 786 {0.5 888 31.5 768 31.9 653 27.0 786 31.0 641 23.8 760 dt1441n 43.7 546 142 504 36.4 548 37.0 498 31.2 546 31.8 IBI X1.3 465 24.3 548 25.7 478 21.8 648 22.9 474 16.2 648 19.5 484 15.8 618 17.2 455 13.7 516 Q N Q O O LE 12B ANCHOR CAPACITY ADJUSTMENT FORMULA: g� z�'Os',O At'horCapaelty Table(Ibs) ANCHOR CAP.,,,,,,,,, K ma. Substrate 2.M0>RrWe -�'SkConc. Hollow FLWCLIU PT god I.1dd (DI;,,)X( �=ANCHOR CAP.,,, � 't., I ,Its' MULLION CAP.,,,,,,e, Anchor type' 3116rElcoU6rsm 114•Eko Unrncon I'Uri SCO 3'10'Elco Uarsm 114,a unlecon 114'65 Eko diC Eko ll4'SS Elco 810 Sled 1112Stsel 912S1m1 AncllorCllp Patterns unmcon ABBrcOaor U2acan Aggtooda S_(G5)Scum(G5) Scrm(O5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Olslarae 9n) 1^ 2.1/2' 1' 2417 3-1/8' t' 2-1/r 1" 2.02' 2' 3116^ 7 0.46• 064' 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN 'ErnbD*MI4fi) 1311• ImW- 1314• fy4• I 7 1.14" 1.14• 1-14• 1-14• 1-1/4' 1414• 7 tare• lace' vanes ACTUAL PRESSUREREQUIRFMENTFORTHE 2AnchonQG76'Mla O.C./Slandad orOMICap(Fg 1&2j 390 IDS 390105 450 IDS 69025 _1SH IDs 27029 260 IDS 354 IDS 740183 374 IDS 6641DS 046 IDS 341 IDS 4421bs 56026 OPENING,WHEN IT IS LOWER THAN THE MULLION 4Amhon®2.68"6110 O.C.1 SImdard(ar Olbel)Clip(Fig.3) 740105 740105 63D IDs 1485 Lb. II.1424 lba IRA 500 Ito RIA C05 IDS IIIA am IDe WA �2lbs e851ba 1120 ns CAPACITY(FROM THE TABLE)OF THE SELECTED 6Anchan 4B 1.71.Mtn O.C.I SlandaN(or Ofael)C8p(FIB.4): a&5 IDS 0501 75816% INS Ibs I IIIA IIIA 705 IDS IIIA 7D9 IDS IIIA IUA N/A 10221Ds 1327 IDS I=IDS MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Amnors®3-MIo.O.C.I(Q 215 Angle Cps! B 6T 780 IDS 78 as 680 IDS 15�a I 1-96 640169 5�IDa NIA 760 Its 748 lbs BBD IDs 1B921DS 6521Ds BBS IDS 12D its CAPACITY WHICH MAY BE USED TO QUALIFY 6AMhois@ T MIn.O.C.I m 2(5A1g1e CO !(Fl96) 1170109 1170109 1020109 2340 W, 289 IDS 81 Ds 640109 IIIA 1140 Ms 111221bs ' 1320 IDS 283B IDS 10221Ds 132725 1600 ae ADDITIONAL ANCHOR OPTIONS FROM THE 3Anchon®1.34"IAn.O.C.I UCOp,Inlo.t25'Alum.(FIB.7) NIA IUA NIA tUA IIIA IIIA tUA tilA WA IIIA IUA tUA IIIA IUA 10731 ANCHOR CAPACITY TABLE. BAnchors®D.64'MIa.O.C.lUCllp,Inlo.125'Alua ft B) IIIA ;LA NIA IUA IIIA IIIA IUA IIIA IUA IIIA IUA IUA fIIA IUA 21 IDS PRODU als with SlSD 2 AnchDm Q 26('k1Ia O.CJ FClIp 09 9) 370 IDS 37D lbs 3151D3 7431Ds 712100 IIIA 28028 I41A 3fBlDs IIIA 470165 IIIA 311109 442!05 6601Da Bldldl023 g�Ib6 Florida, "n"hon®1.71'Mtn.O.C.I F-alp IN.10) 443109 625 IDS 370lb9 073100 NIA IUA 353109 IIIA 309119 NIA IUA WA 6111Ds 66729 010109 ooeptat10o NO C•/'1 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VAL':,:S AS THE STANDARD CLIP. on'Daw •7 V bCIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. l� FIGUREI: FIGURE 2: FIGURE3: FIGURE 4: 2.000" 1W ede Praducl Con1tr0I • • • • • • 1)SE .VOTES: ...... %%%1.,It III// • • 1)SF.�-'311EET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2.4 FOR' �� N gyp i/� • • • • • GEN..'.AL INSTALLATION METHODS. �\'��'O'•10ENSF '•�F� v FIGURE 5: FIGURE 6: ' 2)LII :;1R INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • • • 5 ,250' - 4.000" = 71-: No.5870 3)ML'i_ION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN • • • • THE:iFLD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE • • LOCI-:ONS. a•`t S1ATE 0- FIGURE 7: FIGURE 6: FIGURE 9: FIGURE 10: ANGLE CUP 4)St.- CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT ;T�•.,FIOR(ON,.•�\ • •' • • (FIGURES b&6) (CML. 'HALL CONFORM TO ASTM C-90.WOOD SHALL BE PR�SSURE-TREATEO YELLOW SOUTHERN PINE WITH AN SG OF 0.55. 4 :: �° • • MUST BE USED ALU) '.!UM SHALL BE 6083-T5 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 2'X d"X.25'MULLION �III7 ONA�1�9`` IN PAIRS. GAU,F).STRUCTURAL STEEL TO BE AT LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYINNIMVLLER,P.E. THR:-'.OS BEYOND THE MATERIAL.1110&412 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. FL P.E.N 58705