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Home My WebLink AboutNOASCANNED MIAMF50ADE BY MIAMI-DADE CODNTY EM St. Lude COunty PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Strea, Room 208 BOARD AND CODE ADMINISTRATION DMISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.envIeconomy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. 'ne 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 AFU (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction, RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed 1h Lt Flozida Building Code, including the High Velocity Hurricane Zone.- 11 DEscRIPTTo12�MffW—MM;;S.1RMMM= 1L )w .11 APPROVAL DOCUMENT: DrawingNo. ME[)-S]1200-01, titled"Single Hung Window Insmtallation sheets I through 8 of 8, dated 05/11/11, with revision C dated 04/22tl6, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. rMSSILE IMPACT RATING: None 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 Approved7', 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. TERMINAXION 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. Manse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall autornaticaffy terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISE AUNT: 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 atthejob site at the request of the Building Official. This NOA revises and renews NOAN 15-0528.22 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 16-0505.02 Expiration Date: September 01, 2021 Approval Date: June 16,2016 Page I ST. LUCIE OUNTY)BMD&G D"ION REVIEWED FOR �CPGWLIAWE REVIEWED BY DATE PLANS ANb PERNffT RUST BE XXPF0--N.T0B OR NO INSPECTION WILL BE MADE. PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTKD A. DRAWINGS 1. Manufacturees die drawings and sections. (Submitted under NOA No. 11-0614. 01) 2. Drawing No. AID-SH200-01, titled "Single Hung Window Installatioe'sheets 1 through 8 of 8, dated 05111/11, with revision C dated 04/22/16, 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) Forced Entry Test, per FBC 2411.3.2. 1, and TAS 202-94 along with marked -up drawings and installation diagram of series SH-200 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6479, specimens I thru 26, dated 03/28/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-0614.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5'h Edition (2014), dated 05/22/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted underprevious NOA No. 15-0528.22) 2. Glazing complies with ASTAI E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTMCATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" Edition (2014), dated May 2, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 2, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. r D�111 9 1. Notice of Acceptance No. 15-0528.22, issued to PGT Industries, Inc. for their Series "SH-200" Aluminum Single Hung Window - N.I., approved on 08/06/15 and expiring on 09101116. �7&mvd3w� - Mafiuel r ProductContr Exa iner NOA No. 6- 5.02 Expiration Date: September 01,2021 Approval Date: June 16,2016 E-1 GrENERAL NOTES: SERIES 200 NON-11VIRACT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 53-1/8—Til 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 52-1/8"1 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY NO ANCHORS 4 REQUIRED IN ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE. ASTM C90 CONCRETE VISIB FLANGE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLES 5 & 6, SHEET 4 & S. FRAME HEAD 4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 6, SHEET 4. ALL WOOD BUCKS LESS THAN A I -V2"THICK ARE TO BE CONSI DERED IX I NSITALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.10 THICK OR GREATER. IX AND 2X BUCKS 8' MAX. FROM (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN CENTER OF AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MEETI 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5 & 6, SHEET 4 & 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEAUNGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND Is BEYOND THE SCOPE OF THESE INSTRUCTIONS. 8. MAX FROM 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE CENTER OF; SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE MEETING SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. RAIL 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E13GO. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE. STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM El 300. MAX. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO FLANGE F THE REQUIRED DESIGN PRESSURE. THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF TYP. THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. (TES7 ANCHORS THAT DOM E INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OFTHE FLORI DA BUILDTN G CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FrL.6479; 5LCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. 10) THE 200 SERIES SINGLE HUNG WINDOW WAS FCRMERLY KNOWN AS THE 4000 SERIES (FLANGE FRAME) OR 4001 SERIES (FIN FRAME). STAN IINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR, MAYBE USED BYINSCRIBING THE *2"l HAPE INA BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2 &3. A9 AN -ALI .AIZ WIDTH WIDTH E IS %:INN z.fj .......... HEIGHT HEIGHT 1 6 OF 5 r�. EQUAL� PROVIEW1011JEL MCHMPFROVIEWIORIEL RADIUSTOPEQU�� A� N I LER, RE P.E.#68705 BLE 1: Design Pressure pbsffl) fbr Glass Type A, Fin & Flange Frame Maximum Window Height' sash Height2 (see Figure A, this sheet) Maximum Window Width' 19-1/8" 26-10 33' 37' 410 450 4T 23" 11-9/1 W (Equal Lite) +55.0 W 0 -90.0 +55.0 -90.0 +55.0 -90.0 + +55.01 -9 0 -9D.0 +55.0 -90.0 +55.0 -9D.0 +55.0 -M. under 18-9116' 0 +55.0 -90.0 +55.0 490.0 7�5'0 -76.2 T-2 -6 5 . 5 :T-!� +55.0 75773 +50.2 -50.2 +44.8 -44. 37" 1"/167 (Equal Ute) +55.0 -90.0 +55.0 -90.0 +55.0 -84.2 C5D. 74 _ 5 -65.5 +55.0 -66.5 +550 -61.0 +55.0 -57. over 18-9/16" 0 +55.0 -90.0 +55.0 -90.0 +55.0 -75.2 +55.0 5 +55.0 457.3 +50.2 -50.2 +44.8 -44. under 15-71V +55.a 5 5 -90.0 +55.0 -87.1 +55.0 -73.4 +55.0 +55.0 _65 -63.8 -63.8 8 +55.0 -56.8 +50.0 -50.0 +44.8 -44. 15_71gn thrU 1"16o 3 5f +55.0 f95 -90.0 +56.0 -90.0 +55.0 .78.7 +5 +55.0. +55.0 -68.0 -68.0 _68 0 +55.0 -58.5 +51.1 -51.1 +45.9 -45. 38-&W 10,1W (Equal Lfte) +55.0 +55.01 -W.0 1+55.01 -9D.0 +55.0 1 -82-7 +55.01 -72.6 1 +55.0 -63.5 +55.0 -57.9 + 2 +54.2 -54. over 19-1/4" + _0 +55.0 -90,0 +55.0 -87.1 +55.01 -73.4 +55.0 -63.8 +55.0 -56.8 +50.01 -50.0 +44.8 44 . 8 �+42.0 -44. under 19-9/16' W +55.0 -81.5 +55.0 -72.3 +55.0 -61.3 +55.0 -55.3 +50.5 -W.5 +45.8 -45.8 -42. 19 _9/jen thfU 22-1/2u 3 +155.0 D -90.0 +55.0 -87.9 +55.G -74.0 +55.0 -64.3 +55.0 -56.9 +50.1 -50.1 +44.80 -44- 450 22-9/16w (Equal Lite) +M 0 + .0 79� .0 +55.01 -90*0 +55.0 -788 +55.0 - .1 68 +55.0 -58.5 +51.1 -51.1 +46.01 1 46. over 22-9116" +55.0 .81.5 +55.01 -72-3 +55.0 -M.3 +55.0 -55.3 +50.51 -50.5 +45.8 -45.8 +42.0 1 -42. under 20-1/8' +55.0 -71.6 +55.0 -62.8 +55.D -MA +50.3 -50.3 +45.9 45.9 +41.7 -41.7 +38,91 -38. 20-1/86 thru 24-1/7 3 +55.01 -90.0 1 +55.0 -82.5 1 +55.0 -69�5 +55.01 -61.6 +55.0 -55.4 +49.3� -49.3 +44.61 __T_f_ -44. 49" 24-9/16' (Equal Lite) +55.0 -90.0 +55.0 -90.0 1 +55.01 -76.4 +55.01 -66.5 +55,0 -57.8 +50.4 .4 +4 .0 -45., over 24-9/16" +55.0 -71,6 +55-0 -62.8 +55.0 1 1 -55.4 +50.3 -50.3 +45.9 -45.9 +41.7 -41.7 +38.9 -W. under20-1311(r +55.0 -67.8 +55.0 9.9 +53.31 -53.3 +48.5 4B.6 +44.1 -44.1 +40,2 .40.2 +376 _+ -37., 20-13116" thru 25 -511gm 3 +5&0 -89.6 +55.0 +55.01 -b7.7 +55.0 -6D.6 +54.2 -54.2 +49.0 49.0 .2 50-5/8' 25-WB" (Equal Ute) +550 -90.0 +55.0 -90.0 +55.01 -75.4 +5U -65.7 +55.0 -57.4 .+50.3 -50.3 +44.9 -44. over 25-W88 +55.0 -67.8 +55.0 _��9 +53.31 -53.3 +4&5 48.5 +44.1 -44.1 1 +40.2 -40.2 +37�6 -37.1 under24-15/16" +55.01 -56.0 +43.8 -43.8 +741.79 r--419 +39A -39.1 +36.0 -36.0 +32.6 -32.6 +30.0 -30.1 34-15116' thru 3o-io 3 +55.0 -75.0 +55.0 -66.0 +55.01 -57A +51.9 -51.9 +47.4 -474 L _iiL5 +43 * 21 -43.2 4-39.9 9� - 61" 3OV16q (Equal Ute) +55.0 -87.9 +56.0 -75.8 +55.01 -66.6 +55.0 -59.7 +53.5- -:4Z.-T +48.71 48.7 +43.9 -43.! over 30-9116' +55.0 -67.8 +55.0 _�9 +53.31 -53.3 +48.5 48.5 +44.1 +40.21 -40.2 +37.6 -37�1 -7 under 25-W4� +54.7 -54.7 +41.2 - T F2 +40.31 -40.3 +.37.8 -37.8 +34.6 -34.6 +31.3 -31.3 +28.9 287. 25.34" thru 31-1/2n +55.0 -72.0 + 55.0 _Z.. _2 +65.0 -55.7 +60.51 -50.5 +46.1 -46.1 +41.9 -41.9 1 +39.01 -39.1 63" 31-W16' (Equal Lfte) +55.0 -83.9 +55.0 -71.7 +55.0 -64.8 +55.0 -W.2 +52.41 -M4 +47.9 -47.9 1 +43.31 -43.: over 31-9116" +55.0 -67.8 +55.0 -59.9 +53.3 -53.3 +48.5 48.5 +44.11 -44.1 +40.2 -40.2 1+37.61 -37.1 under 29-314" +53-3 -53.3 +39.71 -39-7 +39.1 -39.1 +36.7 -36-7 +33.41 -33.4 +30.3 -30.3 +28.0 -28.( 2M4" thrU 36-1/Z 3 _T55.0 .0 +52.01 -52.0 +48.2 -48.2 +44.0 �O +40.11 -40.1 +37.0 -37.0 +34.1 -34., 73" 36-T16" (Equal Lite) +55.0 -68.3 +55.0 -56.3 +52.1 -52.1 +51.5 -51.5 +47.0 -47.0 +42.7 -42.7 +39.6 -39,( over 36-91160 +55.0 -67.8 +55.0 -56.3 +52.1 j -52.1 +48.5 -48.5 1 +44.1 -44.1 +40.2 -40.2 +37.6 -37A under3l-W4P +53.3 -53.3 -9.7 -39.7 +39.11 -39.1 1+36.71 -36.7 +33.4 -33.4 +30.3 -30.3 +28.01 -28A -18" 31-W4- thrU 3T 3 +55.0 i ZLT �:78. a +45.2 j -45.2 1+41.21 -41.2 1 +37�9 -37.9 +34.8 -34.8 +31.7 j -31.1 39-1116" (Equal Lite) +55.01 -62.5 1 +50.8 +46.31 46.3 1+45-21 4&2 1+44.2 44.2 1+40.3 -40.3 +37.7 J_Z7.1, I Tip -to -tip dimensions for lange windows shown. Fortin windows or buck dimensions, subtract 10. 2 Overall sash height. For clear daylight height, subtract 3-9/16". 3 Size range includes the standard Pro -View (3-over-2 conliguration) for the given Window Height. For overall sash virldth, subtract 2-15MIS' from the buck dimension. WINDOW HEIGHT -SASH HEIGHT CANNOT EXCEED 53". TABLE4: Maximum Window Height" Sash Heighe (see Figure A, this sheet) Design Pressure (lbsift 2 ) fbir Glass Type B - J, Fin & Flange Frame Maximum Window Width' 19-1/8" 25-1/2" &1 3T1 41" 45" 49' 1 1_911V' (Equal Lite) +55.0 -0.0 +55.0 .90.0 +55.0 40.0 1+55.01 -90.0 +55.0 -90.0 +55.0 -9D-0 +55.0,F-90.1 under 18-9116" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +65.0 -90.0 +55.0 -90.0 1 +55.01 -84.3 +55.0 1 -78.1 37" 18-9/16" (Equal Ute) +55.0 .90.0 +55.0 -go.0 +65.0 -90.0 +55.0 -90.0 +55.0 -90.0 +66.0 -90.0 +55.01 -81. owrlS-9/16" +55.0 .90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -9D.0 +55.0 -90.0 +55.0 -84.3 +55.01 -78.1 under 15-7/lr +55.0 .90.0 +55.0 -90.0 +56.0 -90.0 +55.0 -90.0 +65.0 -88.5 +55.0 -81,8 +55.0 -75.1 if)-718"thru 19-V16 " 3 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -93.0 +55.0 .90.0 +55.0 -87.9 +55.0 -78.1 19-IM (Equal Ute) +55.0 -90.0 +5%5.0 -90.0 +55.0 -90.0 +55.0 -90.0 +65.0 -90.0 +55.0 -87.9 +55.0 -78.1 over 19-1/4" +55.0 -90.0 +55.01 .90.0 +55.0 -90.0 +55.01 -90.0 +55.0 .88.6 +55.0 -81.81 +55.0 -75.1 under 194/1115" +55.0 -90.0 +55.01 -90.0 +55.0 -90.0 +55.01 M.5 +56.01 -80.2 1+55.01 -73.2 +5&0 �ffi.: 1941116"thru 22-1103 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +65.01 .80.0 +55.01 - .89.1 +55.01 -78.5 1+55.0 -70.1 45" - 22-9/16" (Equal Lits) +55.0 -00.0 +55.0 -80.0 +65.0 -80.0 +55.01 .90.0 +55.0 -89.3 +55.01 -78.5 +55.01 -70.1 - oter 22-9/16" +55.0 40.0 +55.0 q(10 +55.0 -90.0 +65.01 .86.5 +55.0 .80.2 +55.01 -73.2 +55.0 -W.: under 20-1/8" +55.0 -90.0 +55.0 .90.0 +55.01 U.0 +55.0 -81.8 +55.0 -75.7 +55.01 -0.2 +55.0 -62.1 20-1/8" thru 24-ire +55.0 -90.0 +55.0 -90.0 +55.01 -90.0 +55.0 -90.0 +55.0 -84.8 +55.01 -74.2 +55.0 .65.i 49" - 24-9116" (Equal Lite) +55.0 -N.0 +55.0 .90.0 +55.01 -90.0 +55.0 -90.0 1 +55.0 -U.8 +55.01 -74.2 +55.0 -65.1 over 24-9116" d3 +55.0 -90.0 +65.0 -90.0 +55.01 .86.0 +55.0 -81.8 +55.0 -75.7 +55.01 -69.2 +55.0 -82.1 7:r under2O43flir +55.0 -90.0 +55.0 -GO.0 +55.01 .83.5 4-55.0 -79.1 +55.0 -74.0 +55.01 V.3 +55.0 1.1 2043/16" thru 25-6/10, 3 +55.0 -90.0 +55.0 -90.0 +55.01 -90.0 +55.0 -90.0 +55.0 -83.2 +55.01 -72.7 +55.01 -64A 50-5/W' 25-3Ar (Equal Lite) +55.0, .90.0 1 +55.01 -90.0 +55.01 -90.0 +55.0 -90.0 +55.0 -M.2 +55.01 -72.7 +55.01 -84A mer 25-&8" +55.0 -90.0 1+55.011 -90.0 +55.0 .83.5 +55.0 -79.1 +55.0 -74.0 +55.0 -67.3 +55.01 -61.1 under 2445/16" +55.0 .87.9 +55.0 -75.6 +65.0 -65.7 +55.0 -62.3 +55.0 -60.0 +55.0 -56.5 +53.21 -53.: 34-15116" thru 30-1j2"3 +55.0 -87.9 +55.0 -75.8 +55.0 -74.1 +55.0 -74.1 +55.0_ -74. 1 +55.0 .65.5 +55.0 -57A 61" 30-9/1V (Equal Ute) +55.0 -87.9 +55.0 -75.8 +55.0 -74.1 +55.0 -74.1 +55.0 -74.1 +55.0 t5.5 +55.0 -57A mer 30-9111V +55.0 -87.9 +5&0 -75.8 +55.0 -74.1 +55.0 -74.1 +55.0 -74.0 +55.0 -65.6 +65.0 -57.1. under25-3/47 +55.0 a3.9 +55.0 -71.7 +65.0 -620 +55.0 -W.9 +55.0 .67.8 1+54.5 -54.5 +51.3 -51.; 25-W4" thru 31412"3 +65.0 -819 +55.0 -71.7 1+55.01 -69.4 +55.0 -69.4 +55.0 -69.4 +55.01 -64.5 +55.0 -56A 31-9/16" (Equal Lite) +55.01 -819 1+55.0 -71.7 1+55.01 -69.4 +55.0 -69A +56.0 -69.4 +55,0 -64.5 +55.0 4%1 mer 31-9/16' +55.01 -ag +55.0 -71.7 1+55.01 -69.4 +65.0 -89.4 +55.0 -69.4 +55.01 -64.5 +55.0 -661 under29-3/4� - 7F0_r-_6&3 +55.0 .66.3 1+52.1 -52.1 +51.5 -51.5 +51.5 -51.5 +51.51 -51.5 +50.0 -50A 29-&40 thru 36-IIT 3 +65.01 -68.3 +55.0, -56.3 1+52.1 -52-1 +51.51 .51.5 +51.5 -51.5 +51-51 -51.5 +511Z .51.8 73" 36-9116" (Equal Lite) +55.0 -68.3 +55.0 -56.3 +52.1 -521 +51.5 -51.5 +51.5 -51.5 +51.5 1 -61.5 +51.5 -51-1 F var 3&9/16" +65.0 -68.3 +55.0 -56.3 +52.1 -52.1 +51.5 -51.5 +51.5 -51.5 +51.51 -51.5 +51.5 -5118 1 under 31-3/4r +55.0 -6Z5 +5D.8 -50.8 +46.3 46.3 +45.2 45.2 +45.0 445.0 -45.( 78" 31,V4" thru 39'3 +55.0 -62.5 +60.8 .50.8 +46.3 46.3 +45.2 -45.2 +45.0 +45.0 -45A 39-11/16" (Equal Ute) +55.0 -M5 1+50.8 -50.8 +46.3 j -46.3 +45.2 -45.2 1+45.0 +45.0 -45A Tip -to -Up dimensions forflange windows sham. Fortin windows orbuck dimensions, subtract 1". 2 Cherell sash height. For clear daylight height, subtiact 3-VI 6'. 3 Size range includes the standard Pro -View (3-over-2 configuration) for the gixen Window Height. For overall sash width, subtract 2-15119' from the buck dimension. WINDOW HEIGHT -SASH HEIGHTCAN NOT EXCEED Sr. INSTALLATION DETAILS FOR FIN FRAMES INSTALLATION 1 OPTION 5 CURVED HEADER EDGE INSTALLATION DISTANCE ANCHOR (SCREW) THROUGHTHEFIN EDGE BUCK HEIGHT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 6, THIS SHEET. (NAIL) THROUGH THE FIN 2X WOOD, SEE NOTE 2, THIS SHEET i � 1 EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENTAND ZX WOOD, SEE NOTE 2, THIS SHEET VERTICAL SECTION D-D i EDGE TYP. ANCHOR TYPE. EMBEDMENT AND DISTANCE EDGE DISTANCE PER SUBSTRATE, SEE TA13LE 6, THIS SHEET EMBEDMENT 2X WOOD, SEE NOTE 2, THISSHEET 2XWOOD, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TA13LE 6. THIS SHEET. INSTALLATION OPTION E STRAIGHT HEADER INSTALLATION ANCHOR (SCREW) THROUGH THE FIN INSTALLATION OPTION 7 INSTALLATION ANCHOR (SCREW) THROUGH THE FIN 114'MAXSHIM ALUMINUMISTEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 6, THIS SHEET. NOTES 1) USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED ON TABLE 6 OF THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) 2X WOOD FRAMING OR BUCK, 1-112"THICK OR GREATER. 3) VISIBLE LIGHTWIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. No. -"705 I AT OF .......... X lit R, P.E. REA 58705 ABLE T Anchor Quantities Required, Flange Frame maximurn Window Sash HeW (am Figure A. this sheet) maxonurn Window Width" 19-118, 26-10 33" 37' 41' Group I C�p BICkoup C1 Gmp Al Group B Gmup C1 G" Al Group B G=;, C1 Gicup A] Gmup B Group C Ginup Al Gmup B Gmup C1 Cooup AIGI 2w W x MI, 2 2 I M WIM 2 2 W a: 2 , M W I 2 ': I 2 = I 2 , 2 WIW 2 - � n 2 a M n , I 2 1 a oC IM 2 - I W W W 12 I ;k , 2 g 2 W 2 ;2 W a , x , x M 0 , 2 2 is 1 23' =11-WIT(Equallfte) 2 2 212j2 2 2 2 2 1 2 2 1 2 2 1 2 2� 2 2 2 2 2 = 2 212 2 1 2 1 2 2 2 2 2 2 37' 2 [2 2 2 2 2 2 1 2 1 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 3 2 2 2 3 2 2 2 2 2 2 2 3 2 2 2 3 2 2 2 2 2 2 2 3 3 2 3 3 1 2 1 2 2 3 2 2 2 4 3 2 3 3 3 2 2 2 2 2 2 2 2 2 2 1 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 1 3 2 3 2 4 2 under 15-71V 2 2 .2 21 2 2 3 2 2 21 2 1 2 3 2 3 2 2 2 21 3 2 3 2 3 2 — 4 ! 3 2 4 2 3 7 7/8' �d� 19-3/1 �6- 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 3 2 3 2 2 2 3 21 3 21 2 3 2 3 19-11W (Equal Uta) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 2 3 3 1 2 2 1 2 2 3 3 3 3 over 19-IM 2 1 2 2 2 2 3 2 2 2 2 2 2 3 2 3 2 2 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 [2 4 under19-9119' 2 2 2 2 2 2 3 2 3 2 2 2 2 4 2 3 2 3 21 4 2 3 2 3 2 2 4 2 4 2 3 2 4 4 2 4 jM,e,thM22__ljT3 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 3 3 2 3 2 3 3 3 3 45' 22-9116' (Equal Ulo) 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 3 3 2 2 2 3 3 3 3 2 2 3 3 3 3 ow22-911W 2 2 2 2 2 2 2 3 2 3 3 2 2 2 2 4 2 3 2 3 2 4 2 3 2 3 3 2 4 2 4 2 3 2 2 4 urider20-11a" 2 2 2 2 1 2 2 2 2 3 2 3 2 2 3 3 2 4 2 3 2 3 2 4 2 4 2 3 2 2 4 2 4 2 3 2 4 2 4 its- �thm 24-11Z�� 2 2 [2 2 2 2 2 2 2 3 2 2 2 2 2 2 3 2 3 2 — 2 2 — 4 — 3 3 2 3 2 2 4 3 3 2 . 3 2 4 3 3 4T 24-9/16'(EqualUts) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 — 3 3 2 2 3 3_ 3 3 2 2 — 3 3 — _L 3 2 3 3 over24-9flW 2 2 2 2 2 2 2 2 2 3 2 3 3 1 2 3_ 2 4 2 3 2 2 3 2 4 2 4 2.3 4 2 4 2 3 2 4 2 under20-13116' 3 3 2 2 2 2 2 2 3 1 21 3 2 3 1 1 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 204alligr'thm 25-5116""5 2 2 2 2 2 2 3 1 2 1 2 2 2 1 2 3 2 3 2 3 2 4 3 _23_p2 3 2 4 3 3 2 1 3 2 4 3 3 50.5w 2&W (Equal Uto) 2 2 2 2 2 2 2 2 2 2 1 2 2 2 1 2 313 2 2 3 3 3 3 3 3 2 1 2 3 3 3 3 3 3 3 3 3 over25-WIl" 2 3 2 2 2 2 2 3 1 2 3 2 3 _I 2 _I 4 2 1 4 2 3 2 4 2 4 2 1 3 2 4 2 4 2 3 - 2 4 _z_4_' 2 urider24-15116" 3 3 3 3 3 3 3 4 3 3 3 3 3 4 3 4 1 3 1 3 3 4 3 4 3 3 1 _3 3 4 3 4 3 3 3 6 3 4 34_1�gje- Un 30-1/2' 2 2 2 2 2 -2 3 2 3 2 1 2 2 3 . 2 3 2 3 2 4 3 3 2 2 4 3 41 3 3 2 4 3 3 61, 3"/Jr (Equal Lit.) F 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 3 3 3 3 r2 2 3 3 3 L3 3' 3 3 3 T42 3 overW91116, 2 3 2 2 2 2 2 2 3 2 3 2 2 2 4 2 3 2 1 31 2 4 2 3 2 3 3 4 2 4 2 3 3 und"254l/4' 3 2 3 2 2 3 2 4 2 3 2 3 2 4 2 3 2 3 1 2 1 4 2 4 2 3 2 4 1 2 4 2 3 2 5 2 1 4 25,V4"thm3l_lM'3 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 1 2 1 4 3 3 2 3 2 4 3 3 3 3 2 4 3 4 63* 31-9116'(Equal Lite) 2 __21. 2 - 2 7 2 2 2 2 2 2 2 3 3 3 3 2 2 3 3 3 31 2 2 3 3 3 3 3 3 3 3 3 over3l-9/191 2 -4 2!..$2; 2 2 2 2 3 2 3 I 2 2 2 3 2 3 T 2 3 2 4 2 3 2 3 3 4 2 4 2 3 3 4 2 1 undar29-314' 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2 3 2 4 2 4 29,V4" thru 36-1)7 3 3 :2� 3 2 3 2 3 2 3 2 3 3 21 3 "2 3 2 3 2 3 2 3 2 3 2 4 3 3 73" 38-91116' (Equal Lite) 3 e-S 2 2 2 2 2 2 2 2 2 2: _Lk2 :2 2: 2 2 - 3 2 2 2 2 3 3 3 3 2 2 3 3 3 ow3S4fl6- 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 3 3 2 3 2 —3 2 3 3 3 3 4 4 4 3 3 3 2 3 2 3 2 3 2 3 2 3 2 3 2 0 3 2 3 2: 2 7 2 3 i 3 2 4 2 4 7431 3 2 3 12 3 2 3 2 ?2 ' 3 2 1 3 2 3 2 3 2 3 2 3 3 3 3 116" (Equal Lite) 9_1 2 1 2 _i_ 1 2 1 21 2 1 21 2 2 2 2 2 i 2 2 2 2 2 3 3 - - - 2 - - 1 Tip-lo-flp dimensions for flange Ydndows shown. For buck dimensions, subtract 1". 2 Oterall sash height. For clear daylight height, subtract 3-9/16". 3 Size range includes the standard PrD-View (3-over-2 configuration) for the ghen ffinduw Height. 4j -_��FR�OM SEAM "MR" refers to "Meeting Rail". For merall sash width, subtract 2-15/16" from the buck dimension. `1, WINDOW HEIGHT -SASH HEIGHT CANNOT EXCEED 53". W 1) USE THIS TABLE FOR ALL FLANGED WINDOWS PER THE ELEVATION I ON SHEET 1. DIMENSIONS SHOWN ARE TIP-70:nP. I 2) FOR FIN FRAMED WINDOWS, SEE NAIL PATTERN ON SHEET 1. R TH 3) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON TRIE TABLE. 4) REFER TO TABLE 5, SHEET 4 FOR ANCHOR GROUP DESCRIPTIONS. Item # PGT Dwg. # PGT Part# Description 1 2703E 62703EW Flange Frame Head 2 2751 B 62751SW Flange Frame Sill 3 2781 62781W Flange Frame Jamb 4 2713 62713BW Integral Fin Frame Head 5 2714E 62714EW Integral Fin Frame Sill 6 2782 62782W Integral Fin Frame Jamb 7 2706 62706DW Sash Bottom Rail 8 2707 62707CW Sash Top Rail 9 2739 62739W Fixed Meeting Rail 10 2709 62709CW Sash Side Rail 11 2740B 742740AW Sash Bottom Lock 12 2785 62785W Sash Stop 13 134 66615 Addon Flange 20 1226 61226DW Vinyl Bulb, Flex PVC 70 21 1662C 71662CW HeadfSill Gasket, Polyethelyne 22 1270 7PAD1 18 Open Cell Foam Pad 23 2772 72772SHK Fixed Meeting Rail Plug Gasket, Rigid PVC 24 4066 64066G Wstp.,187 X.230 Fin Seal 25 2784 72784W Sash Side Rail Gasket, Polyethelyne 26 1078 7121UM Balance Take-out Clip 27 Vari per Size Palance 28 2711 4280OW ISash Cam, Nylon 29 1098 71096W Sweep Latch, 2]nc 30 1016 7858WW 1#8 X.625 Ph. Fl. SMS Latch Screws 31 1267 71267N ISetting Block 1/8" x 1/2P x 1", EPDM 32 See Sheet for Materials Kommeding 4SG TPS Spacer System 33 Quanex Super Spacer nXr with Hot Melt Butyl Quanex Duraseal 3fl7 Cardinal )(L Edge Spacer 36 J Sash Bottom Lack Spring 37 Screen Cloth, Fiberglass 38 Dow Coming 899 Silicone Glazing Sealant 40 1625 61 625B Glass Bead (118" Glass) 41 2719 6271 9B Glass Bead (3116" Glass) 42 1263 61263B Glass Bead (IM Glass) 43 1253 6VT48B Glass Bead (I.G.) so 781 PQA #8 X 1" QUAD Pn SMS 51 781 PSTX #8 X V Sq. Pn Twin Fast SMS - 410 S.S. 52 1184 781LHPQA #8-15 x I LH Twinfast Screw 7inc 53 1186 781 LHPQX #8-15 x 1 LH Twinfast Screw Zinc (S.S.) 54 78XIPFTFUA #8 X I" Ph FI u/cut SMS 55 78XI FPAX #8 X 1" Ph Ff - Stainless Steel 60 1/8" Annealed or Tempered Glass 61 3/16u Annealed or Tempered Glass 62 1/4" Annealed or Tempered Glass 63 1/8"- 1/4"Air - 1180 An. orTemp. I.G. 6�— 118"- 3116" Air - 3/160 An. arTemp. I.G. 500. .062, .500, 86T A.062" FLANGE FRAME HEAD 6063-T6 ALUMINUM 2.056" 050" 1 3.225* 050" 1 .125' 050, 2.056' GINTEGRAL FIN FRAME BILL ) 6063-T6 ALUMINUM 1--- .062" 1.5112" .062" 1.010, FIXED MEETING RAIL 6063-T6 ALUMINUM .050! C2 2.000" .0 5, 07 GA .062' , .05V -r �j .926- SASH SIC 6063-T6 A P.r P.E-# 58705 SCANNED BY St. Lucie Counh, MIAM11- MIAMI-DADE COUNTY h_A;&;&MW PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamid.qde.gov/ecanomv PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AID). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modil�4 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 11igh )Aelocity ffurricand Zone. - APPROVAL DOCUMENT: Drawing No. 6300JR, titled "10"", 10 is oil B sheets 1 through' 25 of 25, prepared by manufa 0 a Sreirlate i a Confli dated 10/10/14, signed and seated by Anthony Lynn Millertu.V., Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, mcdcl/series, and following statement; "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. i Misuse of this NOA as an endorsement of any produc4 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, 1�orida, 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# 14-1105.01 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 16-0218.03 MIAMI-DADE COUNTY Expiration Date: May 26,2021 u7mom V411111 (0 - Approval Date: April 14 2016 Page I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819i 05) 2. Diawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets I .through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, 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 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 05105/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10-0819. 05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5'1' Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony L�nn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 1-2 4A I. Manu P.E. roduetCont�701 nminer P .71NOA N . 6-0218.03 Expiration Date: May 26,2021 Approval Date: April 14 2016 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITIE D F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" Edition (2014), dated February 15, 2016, issued by manufacturer, signed and scaled by Anthony Lynn Miller, P.E. 2. Statement letter of no financial inWrest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped E xtruded Aluminum Tube Mullion — L.M.I., approved on 02/12115 and expiring on 05/26/16. Product�ciaonnutrel V., 'i.'- ,gl er 02 NOA No. -0218.03 Expiration Date: May 26,2021 Approval Date: April 14 2016 E-2 DETAILA: MULLION TO 2X WOOD BUCK MUON ORWOODFRAMING (OFFSET CLIP SHOWN) MULLION 21-23 FOR HOLE E TWERI LOCATIONS T'll OARS OR EWE T ILL DIST"M CUPMAYM WSTALLEDBY 11 FORWOW THIS METHOD RCREM aWWFOR AtL MWONS 4 EXTE V�IOR- MISS Y 5N.T 0: SHOT 1. SIDE VIEW FRONT VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO ME MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ME FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE. THE CORRECT QUAN71W AND LOCATION OF ANCHORS MUST BE FOLLOWED. REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CUP MAY HE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OKIONAL, SEE DETAIL C. SHEET 3. 5) FOR MAS014RY APPLICATIONS IN MJAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR BUDD IM S.S. AGGREGATOR MASONRY ANCHOR& DETAIL 8: MULLION ATTACKED TO IX WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) 4 TV. MCHOR PERSVEST.7E SEETABLE8,345D BUCKUTRIP MD ATTACHMaNT EM Nil SM NOTE 1. SMUT 1. FRONT VIEW SIDE VIEW S E= DUPMYSE IWTALMSY .m.. 'N' C�Nj V . I . Nx .... r NO. A. SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPILE MULLIONS PIF WHFORVMVCAL� —] SERDE HEETS 2-3 L 29, LENGTH ADDITIONAL EXAMPLES OF MUM CONFIGURATION& 1771 L L SINGLEMUU.ION SINGLE MULLION SEE CORRESPOiDING DETAILS FMMFIGURElABOVE. 01NO DE(FTIC).51KEDITION -ANSVAF&PA NDS-20`12 FOR WOOD CONSTRUCTION .ALUMINUM DESIGN MANUAL, ADM200 -AISI.SiOO-07r2-2010 AN -2014 FLORIDA BM m" GENERAL NOTES, 1) DETAILS SHOWN ARE FOR ME MULLION ONLY. ANCHOR$ SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE 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 IX OR 2X WOOD BVCKS IF USED. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE Of THE MULLED UNITS. MULLIONS HAVE BEEN TESTED A$ 'FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULUON CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN Iff FROM THE CUP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFUECT NO MORE THAN L/180. THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY 15 THE RESPONSIBILITY OF OTHERS AND 13 BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) USETHE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES Al AHCHOR'BE FOR THE COMMON MULLION, SEE EKAMPLES ON THIS SHEETAND SHEET 24. FOR MULTIPLE UNITS, OONSIDM ONLYTWO ADJACENT UNITS AT ATIME WHEN USING THE DESIGN PRESSUREAND ANCHORAGE TABLEELTHE LOWEST DESIGN p'L NG PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY. MIGHT 0) WHEN FINDING YOUR SIZE IN THE MULLION TABLES. ALWAYS ROUND UP M THE NEXT SIZE SHOWN ON THE TABUE(S). FOR H�N�� 71 ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BVOND WALL DRESSING OR S7kICC0. WOOD DUCKS BY OTHERS. MUS EEDETAILE. BE ANCHORED PROPERLY TO TRANSFER LOADS M THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTX SKMT3 AQ ADPRAPPIATS gnm AuRSTRAT9 MATERAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT "Mae �A� ElynT. / III / III / MULTIPLE MULLIONS 8) REFERENCE TEST REPORTS: FUL-0443; ELCO 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. AND ARE APPROVED FOR IMPACT AND NON-IMPACTAPPLICATIONS. MLUIONS AREONLYTO BE USEDWITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE N THE HVHZ. 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT ME SPAN AND OPMING WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION WMPLIES WITH THE REQUIREMENTS OF THIS NOX INSTRUCTIONS, 1) DETERMINE THE DESIGN PRESSURE FtEgUIREMEENT (UISIPP FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS 'RECTANGULAR" OR 7RLANGULARrTRAPMOIDAL-- A% � T�� CHnASM MULLIONS MULLION CAPACITY (LBSFM FROM TABLES IA THROUGH JOA. ON SHEETS 5 THK GENERAL NOTES ___ - - i iNSTRUCTIONS ....... ............. I ELEVATIONS ... . ..... . ....... . ............ . I MJUTOVWOOD 2 MULTO iX & "SONRY......... 2 INSTALLATIONNOTES ......... ... 2 � TO NASON RY . .. ..... . ..... 3 MIJL_TOSTEELSMD_.._.__.3 NULL TO AML_...- 3 ANCHOR 3 BAYMIJILLINSTA-LAMIN- ------ 4 IX175 J5) FROM THE SAME TABLE USEDW 37EP 4) ABOVE FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY RECLINED ILBEII. THIS VALUE REPRESENTS THE WNDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO A�TTAEN THE PULL MULLION CAPACITY. 6) FROM THE ANCHOR CAPACITY (LOS, TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION (MULTIPLE L ANCHORJSUBSTMTRMCHOR�LIPPA�ERNMAYAPPLYI SELECTAN ANCHOR CLIP PATTERN ANDWRIFY THATTHE REQUIRED ANCHOR CAPACITYISMET. 7) IF THE MULLION CAPACITY (U)SM OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS� FORTHE OPENING, YOU MAY USE THE --ANCHOR CAPACITY ADJUSTMENT FORMULA7 TO 08TAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OMON MAY BE SELECTED FOR THE SANIE SUBSTRATE mDESIGN PRESSURE RATING (LB&Frj FOR THE FENESTRATION PRODUCT MOE USED AND COMPARE WITH THE FINAL MULLION mml OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SMLAPPLY FORTHE ENTIRE MULLED FFNESTMT(ON 55MBLY. 8) HIGHUGHT OPTION USED AND TABLE VALUES USED INA SPECIFICAPPLIC&TION WHEN USNGTHO NOATO APPLY FORA PERMIT. * :.. No.56705 * A. IM DETAIL C: MULLION DIRECTLY ATTACHED TO M"m MASONRY STRUCTURE (STANDARD CLIP SHOWN) TYRM�OR EIWEIR� I PCIRSUS67ATE. STAMMDOR SEETABLES184313 OFF35T MLL CUPMAYBE EDGEDISTWKE NSTAU.EDBY FMIMASONW MCHORS EXTERIOR 4 FM ANC PER6U I UT B.13 E Sa FBu—TRIP SEE MN2.TXSI=NGRETEORWU FRONTVIEW MlN2.7XSIC0NCRM0RWU SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHAU- BE BEYOND WALL DRES81NG OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIM SHOWN ABOVE AM FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITYAND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER To THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE FANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD SUCKS ARE OPTIONAL, SEE DETAIL C� SHEET 3. 5) FOR MASONRY APPLICATIONS IN M IMI-DA05 COUNTY, USE ONLY MAMI-DADE COUNTY APPROVED ELM ULTRACON OR ELM IlV B.S. AGGREGATOR MASONRY ANCHORS. FRONT VIEW EXTERIOR DETAIL E; MULLION TO MULLION min INTERSECTION (U-CLIP) NOTES: 1) MAY BE INSTALLED IN 'TEV OR 'CROSS' INTERSECTIONS. L 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VEMCAULY TOPVIEW 3) SEE U,CUP DRAWINGS, SHEETS 2143 FOR CORRESPONDING MULION. FRONT VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHI KTERIOR $IEESREF11621�1� HOLE U�TIWS ENE D'STma 'm TABLES 113-M SIDE VIEW NOTES: 1) FOR 2X WOOD.BACKED STEEL STUDS, MOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES. SHEETS 6.20, FOR QUANMTY OF SCREWS SIDE VIEW y U El P.E. A FL P.E.# 68705 DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CUP) 8EEIXONLS�. .�MMD3�[NU�ATIW TOSF�CFIC SMSTHAIM. E:::� SIDE %AEW SH(WN NTH I'X4'X.IW mww t:2 EXTERIOR 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 12VX2.11- X.125' MULLION. 2) SEE TABLES I S-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATION& 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICKrIOW. DETAIL G; ANGLE MULLION CLIP (ANGLE CLIP) r:�> EXTERIOR moulmills, DETAIL H; BAY MULLION INSTALLATION (ANGLE CLIP) 0 NOTES FOR INSTALLATION OKION 0 & HI "4 -1, 00 ....... .. Isp 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL 0: SEE TABLES IB-148 FOR ANCHOR QUANTITIES AND SHEETS 21.0 FOR HOLE lo. 5alo, LOCATIONS. I- . A- 3) DETAIL It SEE TABLES 159 OR 168 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE Lrri I % LOCATIONS. .3) 15. Mullion Capa0fty U1,18 VINNI'l Oploning th(forva"Ilt"piuDin Dow Dow 7bln Goo MWINS)INOpenIngHt, mt. 11,1(foriv %�Dparriu; low I old") I"w 14M low I x 2 x.125 Iwnodi Its"Taw .,,9 Rev.,par I W.D ToNlIft,, idifflid, Ractmpg., Idall IrdwavIa. Udd R-It-PAW na�dl.' I.didwi T-p1low. M.Vo, tc.ft TWdd,. Watt MdodgIdi, LNdh%1 loWorldim Wft RW�dr Alum 111be Mul fill '11 1 11 42 In 111.91 40 122.51 DID U21 48 110161 325 70.9 1 4W I I07A 0.1 08 IN 111 4 INS 319 US ol IXO�310 IDS 408 1"+0319 35D 4W VGIA 319 -ZS 7 74.01 3f2 no I M GM 1 312 "A IN 6&5 1 312101.0 No r �.IM2 411 312 61.3 244 .7. 61.0 244 312 U2 M " ", I Did 312 01.0 AD NMOId 0.0 1 at 7SO III P2 Sit SIS No 46.61 2al 1 Sol 1 Did US 1 281 52.1 35.6 2111 Wil No 31.0 4" Did No SL 31 210 V�g 01 493 219 20A "1 493 M9 5411 DID 247 67.6 W 43.0 N7 DID 2M 1 241 41.51 IN 29.2 247 130.4 IN 203 241 30A to 21.0 241 TO@ 247 111 10 IM Z47 Al in Dow WA in 41.2 IM 310 BID MA IN 1- 0 412, 211 200 131.11 150 NI No 111 157 10.0 200 OW Ut !175 lot 313 1% -27.6 -H I -MY TR 12&T III I =9 I I t4l So �211 24, IN id 114 181 211 40 104 181 2V 143 - - 11 - ob as 16S US id US 10 3.1 IN 20.6 10 111 IN " " 'f Di Slh =2 10 2U IN 18.5 0 10 Id. S) VA lid Mot 10.0 40 10.7 10 IS? 10 IIIA UR 78 " 1 t Do I did TABLE III sudid.1.1 SWIM... SO Cdoid. Modwu "Wol ulvEk. 5117EI. 1/4' Eft .0 SIM 8 tW AldhorlY, UVWNSUdid. Vr Bud UISMIS u Rod. VfVEk.UI.. IIVEId uM. motdol. &.05) 8012 3' S.-M) AnoncrClIpPatiMIG V 2 1 OM S am- SIDI MoN, (do, Eoltudo.1 Mt I" 1414' r 2AWhdds@4.7VMw I W No IN So no I. ISMIts MISS Swwd 14.- I od, DID d S I- 442 US E.AA 11. 4 AN" 0 I.IV Mh 0.(I i Stood" ft.l)�(A,2� 40M low -A WA WA Moto WA WA WA WA NIA -M-15- NA -I - MI. do 'M gam I SM.41 MWIN -No No WIN WA 700W '4. IN 748fid --- "92ft I I I. -i WIN No I. zj WA A IVA IDA 'A 1 M 1 .A WX WA WA W WA IAWWIF.PFID.1 Ink 195 IN mu_ I.i . I'lo'. ou ou bd US. =I IN I III do So," A I WA ....... 1001b, .... WA DIVA HIA IVA I Dw. N IN 442M, . M NOTE: FOR THE OFFSET CLIP. USE THE SAME ANCHOR PAI FIGURE1; FIGURE 2: 10 1111 � 1 0 0 1111 0 FIGURES: 1 0 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4: FIGURE 6: FIGURE 6: M 0 THE ANCHOR CAPACITY ADJUSTMENT FORMULA: E(DWX (VANOHOR AP,'-�- ) ' A H 0 STAIN T' �RRESPC UUdB'EN WER TW M 'Le) OF UL Mi"N'U' N US D C C ANC14OR W.- MULL ON CA ULUON CAP BE THIS 1ORMULATO OBTAIN THE -ANCHOR USE T 17YREQUIP, CAPACITY RE UREW OORRESPONDWG TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION, IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY AN ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1RODUaREVISED 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. . .,oFyjM.hDt ON Rod" SEE SHEETS 2.4 FOR GENERAL INSTAU.ATION METHODS. 1.0ov adad"" cAd Al.pl- Did 2) UNEAR INTERPOLATION BETWEEN MULL LENGTH$ ANDIOROPENING WIDTHS 18 ALLOWABLE IS IIk By! SEE SHEETS 21-23, IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-21 ........ 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, HOLM TO BE DRILLED FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 125- v1f N AVZI 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED S CONCRETE BLOCK UNIT (CMU) SMALL CONFORM TO ASIM �90. WOOD SHALL BE PRES5URE-TREATED YELLOW SOUTHERN PINE WITH AN So OF 0.55. ALWINUM SHAUL HE 6063�T5 AND BE A MINIMUM CF.12� 6,105 THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT I'X2'X.l2VMUUU0N No. LEASTA 25- THICK AND AM. ALL ANCHORS INTO METAL WALL EXTEND AT LEAST 3 SCREW THR�S BEYOND THE MATERIAL. 010 & 912 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S. OR 410 B.S. I AbLt 411 Mullion Conaofty TAbto (0,8W) Opanmg th 0, wtce*spaMM mtoom) or Openjag H jht(broo MWIN40a mullml 501, mi. Mi, mW mi. IN% ImW 140b VOW i x 2 x.3T5 R.�W I �I, T.�Mll- R.IWIV. Tillnom Rm1w,,W LM00 T.oM,o%i LM0g LmA, RwIIW Wml) T�mm P.IWo,,mr LwWo �.W. Lc"ml 9.ww I �&� AlunTube Mullion Flii 11 d 17�0 47! imal No 21-1 i �n! i To I! n 717 02 1WO I BIT 649 162 1810 917 K7 MI 'No 517 NT I Wo �oo IMTJ , No WT 07 no a WT wo am no 07 U.0 mi WII MA Tw. M i F No !11-1 No 71.2 71.01 400 M ag I ITS I 2M No M.5.1 1. M NO M7 1 51.21 I W M No IN I 2M No I &I No I No ".6 M61 ma M sta 0 4&9 Ny 3' m ne m No am Ne 0 4 m 61. NO IN 37.0 n2 4m XM "A 61.0 IN 313 =4 ZT 1" 45, 400 No 61.0 IN 213 20 eam WZ Mt. Mh 48.6 ft. .3 2M M No MA 4%0 V.9 W. . wo 1. 71 IN 40 No 0 0 M5 M5 ZS m M 'N 402 4Z4 4 4 .2 27.2 *1&4 20 M M I., 1.1 in In IN .71 2021 �a6j IN IN 1 .41 I MO Mi 1. I M nal ..1 ipz 17.71 M 45 I m = NO I NO 1 2&0 1 21.81 I llk� I 2V 2V 1 IN IV ;.Lg XO Im I 2Z 37 1 . 226 M 211 I $M'B2 IB2 M31 1 W.41 IN 4 Ila UX IN .5 no 1.7 152 2M IWo 10 IU 19.2 W.7 110 1" M IN M. 1�. 1.7- 'M as 116 113 a om m IM nAl V.7 fike MI 1.21 14L2 m III) 160 1.6 1 19.0 U. 1&4 1" 111 In IN 15,2 W TAbLh ZU AumhorC%ocW Table (lbs' !1!1!4-EW0... FWWd mu PT� WWI T 01281M 812 StId VtW Ow uRm-2m-" A,WwW OWIR" W.Mi) ft.0151 MwO35) AnchorCUpPaftmB o.W 0� mW 1 1.- '.21-4 1 mr F- 2�MmOCIV14h 2EN! 0� 10W L.A 1 210. 1 E EE! 1. 1 �� III= 1w "I'm How o. I A Now A VA Now m5ft limm U. Lj- �WAI N20, NOW, M",NA I -- -.11 MR il- il VA I WA NIA� NIA W� MA NIA IN, 716. No w OW low 221 WIN, A MI. MI. I. 1421W �W.Il� � 1. 1 I�F 114% R�F AMrMOR PATTERN AMID ANCHOR VALUES AS THE STANDARD CUP. .ANCHORCAP.- FROM THE FIGUIREt FIGURE2- IABLE NOTES: LOADING as ..', B.ildo,wl�-lll 1 -0 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON 1.000- mt= SEE SHEETS 2.4 MR GENERAL INSTALLATION MITHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS IS ALLOWABLE by M1.1 FrWwI FIGURE 3: 3) MULLION AND MULUON CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SKEET$ 21-23. 21 111 re-� =0 11 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21'23 VLl LYNN FIGURES SHOW SUGSESTED, APPROXIMATE HOLE LOCATIONS. L ............ 3CEN�c USED IN PAIRS, 4) SUBSTRATES: CONCRETE SMALL CONFORM TO ACI MI SPECIFICATIONS. 14OLLOW AND GROUT-FiLUED CONCRETE BLOCK UNIT (CMU) SMALL. CONFORM TO ASTM �. WOOD SMALL BE PRESSURE -TREATED SHALL BE EOSXT6AND SEAMINIMUM OFAW Z: No. 56705 ANGLE CLIP MUST BE FIGURE4'. FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045- THICK (16 GAUGE), STRUCTURAL STEEL TO BE AT LFASTAW THICKAND MO. ALL ANCHORS INTO METAL SMALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1 S.S. OR 410 S.S. I-X2- X.375` MULLION 73 )3 TVIF THE MATERML #10 & 412 ANCHORS INTO WOOD MAY BE STEEL, Owning I (forverucal"anni Min mdlim)orOpmMgHeight&rMAwntt%V�up can mukrivi "In mi. Imn two 1201, 1401, luch x I Z79K Lowing T90111ang. Foctargaw I MON, �LPDVI R=1 1 T=Wma, R.4ma Bra ang. Lontco R.WQ�ahc Loodna TractRIBM. Load, I Land, T�pffd ftwood waong cap1m." "Bodca .376AI.n Tub� MI I fill, 11 11 11 1) fill 1 011111 1 11 11 11 111 1 1§1111 1 11 1 11 12 11 1 42h 170.0 6210 ITU 435 VIA 1 7" ino 47a i7o.01 W I Into sw IMA wa Doc wo Into Im I".0 am Itool INO 711 W Lll!�t'lt LM I UI 1"51 IMI BY" 1 621 111.51 13011 I= I us --ab IMA Yu I IM0 M - T".0 I W 1".0 M intol an I Imo L 113, Into M 151.0 Ims Dcal W latel 1139 roo W ", Do Into I too ".a 1130 17041 W am I it" I IM.0 wo WAUSIn LMD 747 1=0 an 170.01 6% IMO I Ot -!� li` 102 17110 M 13115 IM Into 747 17HA I.W'l mao 170.01 TW WA on IM 170A LM an LMI 761 ME, 110A 70 17110 N2 101.31 M I am ini an tea.? W 7m.o ou =5 in 1".5 MY 14LO 714 1.1., 710 VIT OLI 140.0 IN 115 W 100 m No 141.1 7 IMA 825 1-17-ATTM 1., L .11 Iml YM III" an M2 10.210) TOA M3 MA W Tol M B&I 575 "0 79 "a, MA M m.5. 94 44.1 70 91.0 574 -ini Min Im.0 W 13001 571 10191 W 111-51 "1 V.0 I M) 1201 MY 70.2 (M Vi 631) QYT Wo - no -M B00105 T0tB M No Me too "1 0.0 ow Me mi mi aw Tsa so" MY SIZ41 M 6" am cal 1 511 7&71 MY I MO TIA 1 493 07 71.5 W UO W GTA 481 44.2 007 MA 478 37.0 W 0.7 04 33A MY QJ -W) 474 no 220 6IJ --- 0.0 F03 0aA 510 73.01 434 , 10 "A 4M .2_2 61, _607 Bic _ 67, 1419 45,4 510 53.3 40 405 MO "A 406 H .0 0 45,9F 02 2�2 W -M 71- 9A 72.5 40D 57.0 455 01.7 am 49.0 450 MA 4 455 4U Va 3" 40 "A 373 2L7_�454 41A _i 2! AD 4M 37.71 Mo NA 45a No OR 4M 40.8 aw .1 am "T 510 W? T .. m, -il-b _M2 25 _!ja .0 _12_ Mi .1 435 22.2 acto no U.8 1 W I M.4 L20 M0 327 31.6 L!N MI an M3 no 212 - - - 144 - =7 - 10.3 - - - - Ban ca " - -9A- _NT MY 37 M I .. 214 287 Mi 244 10.1 -1 7 1" 297 --T- 10.0 M Hot, 2 w- M2 W ".a I 7j-a- -�g-A 1&1 7 too in IN to : . 2 -az- ii-4 t8A 213 110.1 1 191 1111 215 VIA 3 main 57-9 -TV- TABLE 35 I Anchor CathavINTable libel 2Jk 3M �. Holo,rcaint Faint" Bkoo ul-rn� M. VV 68 M. 4108W 1129INI 9125nad VIVE!m�ao 1 114-E Ifiv an uVrObamocan lie co. Man. Alneloor 6�105) ft.M 8.(05) AnchorClip Pahems 2.1w �vr 1 Itz- Orkawart(oll 1�1 1�-- 1�ao- 1�1- 7 1 W 1 14W 1 1.,.- 1 F- Vito 1�1 30 2 Man 76HM 0- 2.-A443i �o` " 1 W- 1 -P-A 717 %ama 1 .1. 1 m 4hchocGLIVIAM. 'mc�� MF�i� TWW 70m NVA WA NA 1 NA i !MM. -71mm VIAI 711 W. twift inalia, ao�'. I rn. I I I-. iW. j am M "ATI I WA WA I M I WA WA I n- an 'ILV -A- --Rai �;N WA RA i ME! 1 I -A- 1 1 ;;7 1 IF 1 rE: FOR THE OFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANGHORWVLLJ�� mESTANDAROCULF. (:Z:)CIRCUED VA.UESARE WED IN THEEXAMPLEONSHEE!"IM. FIGURE 1: OUR TABLE NODES. 1'�SE'E I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMAMON ON LOADING. S SH7 6 NE IEETSIAFOR E RILINSTAULNTIONMETHODS FIGURE& ANGLE CLIP MUST BE USED IN PAIRS. FIGURE�' FIGURE 5: FIGURE 0: M M0701 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3 MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACTOLMENSIONS, SEE SHEETS 21-23 Bi "LIESTOLLERILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE ROLE LOMTIONS. 4) SUBSTRATES. CONCRETE SHAUL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE SLICK UNIT (CMU) SHALL CONFORM TO ASTIA C-90. WOOD SHAJ[1 BE PRESSURE-TREBITEO YELLOW SOUTHERN PJNEWJTH AN SG OF 0.65. ALUMINUM SHALL BE 606�Tli AND BEA MINIMUM OF.125- THICK STEEL STUDS TO BE AMIN(MUM GRACE 33 AND.Ow THICK (18 GAUGE). STRUCTURA-STEELTO BEAT LGASTAW THICK AND AILS, ALLANCHORS INTO METAL SHAUL EXTEND ATLEAST3SCREW THREU)S BEYOND THE MATERIAL #10 & 112 ANCHORS INTO WOOD MAYBE STEEL. IN S.S. OR410 &S. FORMUI.ATO .ANCHOR '\0 LYNN 4f,, .......... ze'� 1, No 66705 TAUL� 4A MaRon Callosity Table gbshl� Op.111,41 III (JO, vwjm%,&pwdr4g 001� 701n 0 h mX=) Or Opandna H 901. loo� Wors) INA Moll 1401, ixITBX n-Alstw Loadr, N lood, ft,uqd. �dw ttedr, R�Ipdsr I t,.ft nn". �wi w rtevargo, L�.,, " I �d.nydft` L.,dro loodm "I"'o"A. Loadrg — Looft R-t.9" I lood'a WAOR wwra ANAburrs. Too. Muslim 11 I a H 1 h 1 11 11 i h 11 11 1 1 11 11 1 11141 1 a 1 111 1 i. 11 'a, I". 11 t! jig is, H 11, h Flo 111,11" Qh Ing On was 43 no 70 Imo m ITIO 210 ;L-02 i !—! P!�O i Inom Imo, ivo Ing IV Ina 14W IMO 021 43h "as 7 wow m i'm Ing m - 7�n Z12 IRA 1275 00.0 OT? J70A 1417 Ants 170.0 74 17U MI;! Z. mo lm Ins 1255 Ing 747 10.3 Ing 54M IMO 78 70.0 51 5' 170.01 m 1170.01 col 170, Old 20 'O'll Tgo 10.7jou no am I'. so Tm.e log, 60t, MCA 17M m 144,51 as 1 IM31 701 its Its M4.5 745 10.9 as IM31 79 1 "0 916 1 Ing 728 0.0 — 915 'Is lag w In 0 ON �ssq Ohl ww mi. 78� 57 41- Wh Mi 40 MT Wt ni W 4&4 No 372 07 UA m 0 ago ago uz w no 407 3ZI 3i -3W no -jj- -ii- 201 -290 iF7 4(w 1 ;iT ws -wa- W 314 30.7 W 314 Us X5 -jT8- -jo- W -TM- -j-1- 5 V D V 0 -!!- -Lt a no I" m 254 -Tm—h sail Us Mi M 2" Mi 21.5 NO =6 NJ NA W lag 2" fe.7 M 0 _ 16-1 N) 105 MT — — — — — — — VA Na No al no gn 17.3 my 18.3 231 15.4 NT ;ib =0 — — — — — — — — — — — 1201. m I an I mg I No 1&3 an lag I goo Imigge lu no — — — — — — — — — — — — I �twol ?,Is m�.wu — I'llOamu PT r &IVEW NIVEII. I/eSaft. SIGSW sl.25" �wlypr ulwm.u;;. I 114- Ek. uO... 1�.zu: rg�.U.. I I w E Agg� Isoo t I AnchorClIpPaUgma Edgo (or, . 1 2-10 1 1 1 1- F F4- I " Z'ItH 'Z-A W 3741 Min mi" 5 M".000, , Is WA WA IVA WA A WA WA -F"-2(w m2m 1,20" Motor * V20ft 1A WA WA WA WA -711—� 2z —M ms" —2FM-- 1.0- -IF4-2ft— --Wyft— 2.. VVNF. �M-MR-Ly -1bo 1 " I WA I IVA I x NA I I —.- I I Iola PATTENN mr, ANCHOR VAI UES AS THE STANDARD 0 IF r-', ,0,, Or, ....... � IOIP 1 1_�rn so THE ENAMF`LE ON SHEET 24, .ANCHORCAP.- SELECTED THE FIGURE 1: FIGURE2: TABLE NOTESc' -1 I.Dff I)SEESHEET I FORINSTRAUCTIONSON USNOTHE TABLESAND SHEET 25 FOR INFORMATION ON LOADING. METHODS. �Lif�"so SEESHEENS 2-4 FOR GENERAL INSTALLATION 2) LINEAR INTERPOLATION BETWEEN MULL UENGTHSAND)DROPENNGWIDTHS SAU-ONABUE '1714e 'I, FIGURE3: 3) MULLION AND MULLION CLIP$ SHOWN ARE NOT TO SCALE. FOREXACT DIMENSIONS. SEE SHEETS 21-2& IN FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SH SETS 21-23, 2.760' % NO LES TO BE DRILLED THE FIGURES SHOW SUGGESTED, APPROMMATE HOLE LOCATIONS. N. .,9105 ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES, CONCRETE SMALL CONFORM TO ACI 301 SPECIFICATIONS, HOU-OWF AND GROUT-FILUED UNIT SMALL CON501W TO ASTM C-90. WOOD SHALL BE PRESSURVIREATED 1,6 ),,0 MT if/ FIGUREO: CONCRETE BILOCK (OMUI YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6063�76AND BEA MINIMUM OF.12F C, 6, xr - or 11, , - " lz�' . ROURE4 FIGURE& GAUGE). STRUCTURALSTEELTO BEAT THICK 8TEELSTUDS TOBEAMINIMUM GRADE nANG.045'THICK(18 NO LEAST.125- THICK AND A36. &LANCHORS INTO METAL SMALL EXTEND AT LEAST3 SCREWTHRENDS am ME MATERIAL 910 8, N12 ANCHORS INTO WOOD MAY BE STEEL. JU &S, OR 00 &S. I'X2.7V AWMULUON ""16 ......... C", ,'9/0NAI, el" A. LYNN MILLER. P.E. FL P.E-# 58705 I MOLC DA Miallic. C.Packy Table POW) oponin, Width Win win 7ft 1 IT, am mail") or Opening Holght Dow (for hDdzwwI%91PV logo makins) 1201, 1401. Into I-x3.126'X R.lNgdor Igodings Too"Im"I I.Oraing R.toof. Loa&2 InWaftop I.Nding, Nobnowor w6m D,rV1,n,, Luft 11m,laradar Wdg TooMlang. Lualm; Raott Or Loran, Ln4W par Load NffH.,. ft�onlmr I.Nda Top"Ahn I - Nam malanda, Lug, "No" T"Amme. uAng FtWorgo, Lording Twm� won S00- Alum Tubo Mull a - Ila 1111a I 11m 1111, if I! h I a III a III a III I'Dizon A a IT Jill a 01 42h Ino NO INS 435 1711.01 744 1100 78 InO Us 170S ON 170.01 NO! INS 1 519 VOLO 1118 Inbi M 17" 11210 1 InG 1 521 90.01 " INS 521 INS I Ins 170.01 621 INA 1502 I10Aj at shot 17OA IN Ins, ON 17101 ON - 17U _j_ ON Ing m on Imo m InG Ino I "1 170.01 (us 1 Ino 1 DID It, :nk �11 0 1173, IST? INS - 1-1 I'll ITO- - K- IM "'a No Ann INJO 747 17101 ON Inc I am 170.0 got IT" I= 170.01 UK INS t1i", troll TOO 170.0 1 IM I 170A 1 747 141.71145 INS 70 121.5 T49 -- INS ON OLD T40 IFU TO "In 170.0 TOR Inc 1 012 174.01 9% 170.0 nit 7ov tire vooTiu Tn Iva Into am IN.1 14M IM01 go? 120 lot v- ox awi a 7-i lot vat air ADA 141 170.0 at Win - i7co -en 170.0 "1 INS me; ino On ImSj Ilm INS I we In.? Ito 107,01 an 1w I HIS I INS 1 017 17.. l2kno 49.7 US 1IN l"I as Ifgg 1" 5 go, 50.4 KDO IgLO ON on 170.0 gra INS 746 INS INO INS 50 137.0 1 lots 155.51 NO IIVA INS 141.? 1 IN INS IN$ 11320 1 ON 0.9 ING UOU an no tug Kola mg, N.5 'No 118.9 at@ WR No 115.9 512 am INS go, INS 780 IUS at 161.3 M 110.1 on j!jL[ T89 104.2 055 12t.41 U5 IRS 1 055 1 112MI IN CA rw IM4 757 ODS Do as 749 10.0 05 74 OLD ON al 70 ri i2U a. 14. &.2 M 16, ON no an 122 M2 45.9 NO 694 NO 11 03 M? go, Ish 7w-2 111 ,4,1 'K' No no III no go, Too ni &&I I was Or, NO I so I so 1211 NA go .0 1 ODA To 45.5 1 NO 5% no 721 US M 343 721 of M 761 101 U 1 [11A A 7 7T 111 0 am M., w 7" 1 W7 NI sm 1"Al NO as ON too $51 at M --- -33.0 -!L ±1 0 1, call 114 .. 9 S t4 573 - 47X -Z 1. .a 41 514 .3 412 235 514 WA No 2AS 514 an no S42 451 W IN *2 452 71,0 W.? 4W as IN 33. 0 NO ON I X3 373 US 451 210 -- -1" an -5- IDA -13A 4S2 242 W lea, loth at -35 sa, US 321 31.7 U7 317 111 27.2 - .. 35Y 20A W2 a a a, !12 n. 7 216 ODS, IDS -L57- E - - 3' - - 57 Int 231 IIA 357 No III -3z- No =.a 30 DID, w an U.1 Nil no ass NO ., IN, .. 0 m. ITI jpb D, I" 3M 11S 00 IL5 Do, %S M 11.0 OW 134 M IN 271 -iW DID, M a, M n, ON ISO IS, go M as M J7.3 Islas Islas I 111 I I&I 252 1252 1 ISA 1 IIA I ON jU ON &q no 11.4 ON 82 M tDA _232 AnchorCIPPattarm, loom 41112mol 41128tad wrm.tlm,an V�ft.vm. 61.(05) I FIGURE 1: FIGURE 2: FIGURE3'. ANGLE CUP MUST BE USED IN PAIRS. FIGURE4: FIGURE 5: FIGURES: TABLE NOTES, " SEE SHEET I 'OR INSTRUCTIONS ON MING THETABLES AND SKEET 25 FOR INFORMATION ON LOADING. 311111EIT, 21 FOR GENERAL INSTALLATION METHODS. 2) LIN EAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 19 ALLOWABLE. 3.1;IT - ANCHORCAP.- OBTAJNTHE'ANCHOR 1-1.00ly-I FROM 3) MULUON AND MULLION CUPS 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-a FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 6110. 1, SUBSTRATES CON RETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED 6h, CONCR,T 'L.. C T -TRE T E NI (CMU) SKALL CONFORM TO ASTM 00. WOOD SHALL BE PRESSURE -ATED YELLOW SOUTHERN PIKE WITH AN SG OF aSS. ALUMINUM SHALL BE 606l]-T& AND BEA MINIMUM OF.126' THICK STEEL STUDS TO BEA MINIMUM GRADE MAND.045- THICK (18 GAME). STRUCTURAL STEEL TO BEAT I-X3.126-XVIVULUON LEAST.125' THICK AND". ALL ANCHORS INTO METAL SHALL EXTENDAT LEAST 3 SCRENTHREADS BEYOND 11' W WILLION) THE MATERIAL, IH0 & 012 ANCHORS INTO WOOD MAY BE STEEL, ISS S.S. OR 410 S.S. *: I- No. S0705 gOl 111,111on CaPRCMP TOO[- Ob-fi?) OpmIng Math Vpv1.*VAp1 mtVmtI)crOppnInl;11eI9M(W "Pamrgaol"..) ago Imh In Not 70M pan 140% Iffil, IKIX.1215 W L-ft IRADVOINS. L-ft mcou'plar I T.WTIong RxIII L"O"' Vniog"No. W=" =I, R.Don",n Luding Tn'mona. DOWN W'DJOBO. Tratamna. 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HOLES 'LLEG I -21FIGUROSHOW TO BE DR IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21 FIGURE &. FIGURE &. FIGURV: SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS HOLLOW AND GROUT-FILUED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM �90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE NTH AN 80 OF 0.65. ALUMINUM SHALL BE W�T5 AND BE A MINIMUM OF.12V TWCr- STE - M STUDS TO BE A MINIMUM GRADE M ABI THICK (16 G 117 1 AUGE). STRUCTURALSTEEL TO BEAT LEAST.125 THICK ANGLE CUP (FIGURES 5343) MUST BE USED IN PAIRS. AND A36� ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND TI-fE MATERIAL 910 & Ift-ASS.01141083, al"Im", 16 �; 1 A. LYNN MILLER. P.E. FIL P.E.# 58105 Mallon Capacity Took, [bafft?) OpenIng III (for�MV-SNISID! whe CauflohC)orOPIC.I.911.1ghtforhOd rifly,spairbageredlors) go% 1101, Call me, TCIS net, 100(l well Ix4x-n§ M.WIP U.dw MwTfiaeg. I Claim Ilm-CM Ul"a, pralam. 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HOLES TO BE DRILLED IN THE MELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. FIGURE 5'. FIGURED. FIGURE7: F1 F-1 F-0 I F. I I ANGLE CLIP (FIGURES 5&6) MUSTBE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 101 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT [CMU) SHALL C01FORM TO ASTM I-". WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO Of O.M ALUMINUM SHAM BE 603�TSANDSEAMINIMUM CFA2V THICK STEEL STUDSTO SFAMINNUM OWE 33AND V!V THICK (18 GAUGE). STRUCTURAL STEEL TO BE ATUEAST.i� THICKANDA30. AM ANCHORS INTO METAL SHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 910 & 912 ANCHORS INTO WOOD MAYBE STEEL, IS-8 S.S. OR 410 S.S. .ANCHORCAP.- P.F Mullion Capacity Table Obstle) Opening Majoh gorwTiestispardn SoIg g 70 In Bob modons) or Opening Height (for L21-"aly-s age IDID, gmelom)- fol, 1.28' x R.kJmJ. LUDD, I.NThrl L.Mebo FWA."" 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OMMON 02 gT2 D- N�ZrEl earman 111M.Ulome JIM SWEN'le'.. v,,,OUROm, Affooftr tl� AMUMM Slemr(M) 5=1A 5) Arn.'Cop Page., 2-V? 1. 2V MOD. aw eur 14Y4, 1 14,4- 1 "1 r : 1.-11' 1.318. 2Mhwgfg4?W" M3- 450m DUN now, 13 LM 1 374 IN ON ON WOOD Ulm NOW w DO, 4"DarsouvwK 0 M'Sawasol(Ir T (ROSS MM, 12!.2 he NIA MA HIA NIA w Qg2m DOW I SORM 4..0 nom W)" -1 Nom 0 Not none BNOT 'M 41011to WA W.A KA RIA WA WA NA ID, TRIP, In. 'van W2. 473 170. 221 Magg 2.gors(DIL- --!I- A NIA "I Mi 42 , Dogin NOM FORTHEOFFSETCUP, UE3ETHESA%AEANCHQRFA1I�NANU FIGUREI! � 0 1� �1 I FIGURES'. FIGURES. FIGURE& me* IF] FIGURE2'. 0 i� �� ANGLE CLIPMUST BE USED IN PAIRS. FIGURE 6: TABLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET26 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS as ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ME NOTTO SCALE. FOR ESCACT DIMENSIONS. SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21,23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATION& 4) SUBSTRATES: CONCRETE SHALL WNFORM TO ACI MI SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE pRMSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 80133�TIS AND SEA MINIMUM OF.12V THICK. STEEL STUDS TO 65A MINIMUM GRAVE 33AND 045-THICK (16 GAUGEL STRUCTURAL STEEL TO BEAT LEAST.1217 THICKAND A36. ALL ANCHOR, INTO MErAL SHALL EITEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 IS 912 ANCHORS INTO WOOD MAY BE STEEL. I" S.S. OR 410 && 161'2,6'�'- rowl'ye QPFINMI *i N.. 58705 A. LWIRMIRSK F FIL P.E.0 58705 I �LC VIA UNN. C.".1ty TOM. (bant) 0;gnboo wdth nniang) I.M.0 H.11ghl (161 Van Van, ortworia) 50 . 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APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE $HALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND .1-- r.FILUED CONCRETE BLOCK UNIT (CMU) SHALL C()NFORM TO ASTM �90- WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF O.M. ALUMINUM SHALL BE 606346AND BEA MINIMUM OF.100- THICK STEEL STUDSTO BEA MWMUM GRADE MAW .045, TKCK(lS GAUGE) STRUCTURAL STEEL TO BEAT LEAST.126. THICK AND A38-ALL ANCHORS INTO METALSHALL EXTEND AT LEAST 3 SCREW TNRE�S BEYOND THEMTERIAL #10 & #12 ANCHORS INTO WOOD MAYBE STEEL� ISO S.S. OR410 SZ, .ANCHORGAP.- 1�X3,217XADY MULLION FINUIS 1;: N, 58705 a, - .' J3 VIIA'r. F. I AlJ= IVA MWI[on C.pdty Toble (oh.d) OPSAIN; dh So Dow TOW ech Sob 1001, ITO k 140b Hit 'u"mm" Tro'ffft .,w T'wa�q. I 77:2�-Vf R�=`u patfu', wo, T Uwo. 125x3211 L�o LANTQ .. . ... 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Do. 441 N' 403 " 400 NL2 441 IN 32.7 al To I My as 4.1 312 3" 26A NI 72 376 No 120fi. 0 " Tn '. 361 N No US 301 "1 319 0.9 go , M ng M4 -wr Ile ZLT No no In '13 3215 1 Wb 2 . 111 32 Archav011p Pollan. Uumm"Al I" "'S"'o - "�' V,352,0 N&W fflaa� M28W lou"Am" AMINOw olouu,m AMWdw .10 S Me v I i.� I I- 0� !it FIGURE 1: 10 11 FIGURE 3: 1 0 0 j FIGURE 4'. FIC RGUREZ 0 1111 0 *1 MIILE ,LIP MUST Be USED IN PAIRS. FIGUR5 6'. TABLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON WING THE TABLES AND SHEET 26 FOR NFO�IION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LE!40T� AN=R OPENING WIDTHS IS ALLOWABLE. ') MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DMENSIONS. SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEL rS 21-23, FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATESi CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UN IT (CMILT) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE-TRFATED YELLOW SOUTHERN PINE WITH AN SG OF (I.M. ALUMINUM SHALL BE 6062-T5 AND BEA MINIMUM OF.10W THICK STEEL STUDSTO BEAMMMUM GRADE 33AND .0W THICK (iS GAUGE). STRUCTUML STEEL TO SEAT LEAST.126- THtMAND ANI.ALL MCHORE JNTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 910 IS P12 ANCHORS INTO WOOD MAY BE STEEI, 18.8 B.S. OR 410 S.S, pw F "1101011 E 1.25'X3.ZS`X.62V SALWON No. %0' P.EJ E� P.E. Million Capacity Table ifluffe) opgafthig SAIGNS Sbrtrroflaegy�poraleaa TGAOSS) iroponfing Height "am) to k, ul� 7 w b am, 1, 1004, MIS 140M ADS, 126x324 titidIg 11malwor uid R.I.wd. I Tm,ITN.rm us,W, R.d.QM �N Timed". wa,I, �t�lli L.&S, 71-�TUSI L� R-111120f 11.1flaiing Red"lif Lud�j TrUilitiM. LWvV 11.11MIO, la�, T.1IIhMQ Uldial ROSS di, TIN".q. Ivicia, �,S'wwr L.WiI, Tuprild'" LSUM; Amarh Turn 1* Mu IS. 1 1 ll 1. 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SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. F ta'a's Be. - GU` X, I* 19=. I Or 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/Oft OPENING WIDTHS is ALLOWABLE %NNN U ENSIONS.SEE 3.W 19 LL'ON AND MULLION MIPS SHOWN ARE NOT TO SCAI-E. FOR EXACT DIM I BETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWNG DIMENSIO MRMTRIMONS No. 50705 t. SHOWN ON SHEETS 21-21 FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4 SUBSJTATESz CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOWANO BLOCK UNIT SHALL CONFORM TO ASTA C-90. WOODSHALL `5rA � r(4. GRCUT-FILLED CONCRETE (CMU) YELLOW SOUTHERN FINE WITH AN SO OF 0.55. ALUMINUM SHAU- BE LO; BE PRIESSURE-TREATED BOOTS AND BE A MINIMUM OF.IOT THICK STEEL STIMS TO BE A MINIMUM GRADE 33 AND 024- �A ON' (45-THICK(I8 GAUGEL STRUCTURALSTEEI.T0 BEATILEAST.1WTHICKANDANLAI-L NA ,M�NCHORS INTOMETAL SMALL EXTEND ATLEAST 3 SCREW THREAI)S BEYOND THE MATERIAL NMI 010 It 412 ANCHORS INTO WOOD MAY BESTEEL, I" S.S. OR410 S.S. 1.25-X3.WX.S2V NIMUON FL P.EJ 59705 Mulilm Capacity Table (lbs9i openIng wki Ig 1111MOIIIIII oatalc�wa SON local rawligis) UOIO 140 h 2x4..26 Ractugo. U-09 Tt."S,,Q. u"o, Ro..VJ. LOij, TOPTim, watis R.I.Ndir Wadii, W#Td"� wd, RW-� Lom, DO071M UNTO, �.V. I 'O,g, Twww- Local, Fold."Oft, I �Ihiq IMMOM, Lwi�, iml:ow I w I=N, .1�or I L.WIOO TWom, LlNing ftlim" LNdSv 14OPITI.J. LODI'm AlunTub. MuMon F11 11 I Td 1 11110 Ill 81,11 Ill Ili I I 421a 170.01 IN 170A 1 435 IIOA 74 170,01 470 17101 M 17041 WO 17001 M IMOI 519 ROLD n' I IS Ilia STOOD F1 Inol III IM I 14MI Inc 1. Ing Inis 170D $21 Ina IM Ino "I US, I%0I IN Ina 1 524 IMS ON l7go I ON Imo I on 170.01 BID ITQgI 1133 Mal "I INA U75 VIA an M17 4" 170.01 low 1"0 1 Ina Ina IBM Ina ON OLD ffM i MOMM 170.01 747 170,61 M BOD No RO.D NJ 170A I INS 170.01 ON 171011195 Mi IM 210 ffil. 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IND InOj i'S" 17.0 JIM IMO 17941170.0 IWO 165.1 INS 7.-o I., WID, I-M IMO ION -,"-Fim- 1014 1 1.11 - Sag, !No HIS "I ago IND 162.7 SW 78 In HILO 1161 "a. 170.0 MT 170.0 IWI TICS 120 J70.0 114121170.0 IWO 162.7 INi 170.0 4 HN I N E-A co, Hot I 10.4 IND 1tt4.5 IN ".3 ... U2 I NS'� 1�9 M IRS 14M -w.- SM Ill. I Ezm� l 4 Sal 'ift" WS 111.3 IS -il- SSA 13U H. it N.5 INS INS 1014 ISO _ 71.9 100 ago, n I -Gu.s :%nl �2;1 ""MI ION I a 'Ins 9&9 1 51.9 1 - T I- TIT TIT 1=0 INS M4 1016 SIA 1 62.7 I No mi all, an -N tM6 971 IOSA V? BIDS 071 00.0 m 74.0 971 ITS 7 01,11 "A IN OLD 071 01.01 M -il-.8 57-1 MG 415 43.1 071 t.71 37.0 Bill 4DO 1 74 T111,3,� Sol -h go V� w us Big BID sit al Big no NO BID M Big 47.7 919 OLD 1 774 7 Big' I US fl� H. -11B -Fx7 75.51 I n, Me 716 ,L, M 0.6 IN no 195 MO NO 47J 4A t7H In a 7 V.7 nal 406 Soo 31A IN LB In - - To -i-"h -.IT at. us 71.0- -agi- 27.3 NO Vg 05 Ino V 3 1 W 9A% On 218 NO L .I DIS, I., SW 1AULft I= Agoih.,C. waloctill zu(No,ld. .1tylloblo(W.1 FaNdcatu Pyw. Mold Meal. Or 58 Ric 6106m, 412.w 01281" JiNho, wivel.w.. I vfft.ug.. (RIN. VIVD.W.. I Ile Stou"I'm (am sc� in SO. AmhorClIpPlittitc. ur I. - v , I Ir I �-., I v I I bowinwon, Im. twe tvw I I.Ve SIR. T- I -ve 0"0' o' IsIwSMr0MIcNPftI&4I um 3B)" Dcow I aigm imm I w-w I no. �-1 VAIN 664. AM- 31 7Q W 7.tS M 140M U"m I --- - - � ION. I'm 6A.InDIG 1.71- M1 U.".. cl.)� 09 4X - W 7050 -ww- IN Dick -To -m IVA WA 1=0 IDIOM 4AOIM So lr A ., M-.� iODp, Via, OF IN m w..5 -6TM- -wft -�Vwt-. emcciii I'Tim- -rlm-ft NVA itv-ft Ina =11to WVw 1011c, =1A =�A -MA WA NIA "A WA NIA -W A NIA WA iA A NIA WA WA NA WA io IVA NIA -NIA WA -70--ft M RIA 2 an 3701c; M. 1 743M 712M VA WOODS, WA Mal. VA .1. waft mom 3 w" Bloics .1m I wl- 1A NOTE: FORTHE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND �HUK V��Ab IlIt 01�u� 11r. QDCIRCLED VALUE$ ARE USED IN THE EXAMPLE ON SHEET24. FORMULATO TO AN THE THE SELECTED M ANCHOR �,e FIGUREI: FIGURE2: FIGURE& FIGURE� TABLENOTES, FM. FM Fe-Mo- MI 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 MR INFORMATION ON LOADING. SEE SKEEM 2-4 FOR GENERAL INSTALLATION METHODS. FIGURES: FIGURES: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS 18 ALLONABILE. 41 N,,68705 -- 61 0 0 3) MULLIONAND MULLION CLIPS SHOWN ARE NOTTO SCAUS�. MR EXACT DIMENSIONS. SEESHEETS 21�3. HOLES TO BEDRtULED IN SHOWSUGGESTED, APPROXIMATE HOLE z r THEFIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES LOCATIONS. C> TE FIGURE7'. FIGURES, FIGURES, --- FIGURE10: ANSLE CLIP 4) SUBSTRATES: CONCRETE SHALL CONFORM 70 ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FIU.ED CONCRETE BLOCK UNIT TOASTM 0-90 WOOD SHALL BE PRESSUR�REAMD YELLOW SOUTHERN PINEWITH AN SGOF O.M. L ION M* (FIGURESMS) MUST BE USED (CMU)SHALL CONFORM ALUMINUM SHALL BE 6003-TS AND BE A MIN IMUM OF.125- THICK. STEEL STUDS TO BEA MINIMUM GRADEMAND.045� THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.112Y THICK AN 0 A36. ALL ANCHOn INTO MOALS14ALL EXTENDAT LEAST 3 SCREW 2 2'X4'X.. VMUL A 'Q -i IS IN PAIRS, THREADS BEyoNo THE MATERIAL. 010 & 012 ANCHORS INTO WOOD MAY W STEEL, I 5,S S.S. OR 410 8 -S. mAw.. imetv --rawuw) coming to (Twwrdw*%=GrV nxft"m) or OPAUlI.g H bliforkoffmAOstymme Iffitim) 70� MISS "IS lab 1201, 1401A tab 2x6x.25 R. Or Tw'rSI WI, �Q �pm� L-Adbw wood. I �Sdm V=Arv. m �cftowff Lobl, ftp� W.&q R.IAS99. LS.,, Toomu'v Lolm W1.9" LN62 TNPTft4 U." FUSI.Spb, L-ft T%Apmf� win Al.m. T.b. mullim i, Ali Ht 12! 05 In, 1 7" 1,0 1 as IM01 NO 117&0 M 17U I IN 1170,01 Sig HIS 17MO 01 In.) 1 1240 1".0 US 170.01 14U IRS NJ Am IM 170.0 521 2- _17LO 521 It. :TZ! IZE. NSA IRA I IOU Irool US Inuci OM 170.0 GO 170.01 tin I IRS I "I ON 170.011417 Imo No 17101 $?a Into NO IRS Tm- In INS No W I Ink I Sa inol .1 ITIM) I I= IRUD ISH INS) 111 1 01 n m 17 11 DAS NO n..0 1 0 747 INS IAN 1,0 IN 1,01 170 J740 IN 170.0 SoU 170.0 TOO (SA0 RA)j 40 I inO 758 IS .0 Or .0 2 17001 M In!) 1 091 VOU) HIS 170 7" 700 SITE Ino no I m 17" I"A Is" I T"A C in So IRU) "I am Ino ON 17" to S, 170.01 TV 170.0 INS IRS 076 i7l)(11 1417 IRS 0 TUI IM 170.0 W 170.0 IN Min 170.0 ON IM 745 1"0 13 70.0 ON InD 13M IIQU3 M HISS IM-01 1016 VQQ I IM 17041 Uln 170.01109 ffilrI 470.0 974 170.0 7 [170.0 IM0 lo ma SIS, L70A SON 'To' 'To' 'To' 'To' 'To' 'To' NU NU NU NU N` TO 0 NO IRS 1!! 17.. 17M 70.0 litm Ino INS Mh 170J) 11 17ag GO 1710 Im Ino Im LIU TH T71 I - -NU I11TZ V [f7g.O ITS" I 17 0 913 1704 15 170.0 2125 .1, .. .7 IMO INS Inc INS) 170.0 IWO IMO USM IRA ITS 170.0 1 786 1710 115 Hoo 170A INS ]no III$ 1011 Hot ON 170.0 IM 17CO 1 wh TIN 11 Im. "44 173.0 INS 110.0 IUO _1110 T�7&O IS! I'. - 0 h 170.0 1417 17U no In. 1 tll� 170.0 ImEl 1 l2was IRIS =!IN$ k0i""A =to 10.0 an 12&4j!2iNjQ7A 211111116.112120 OL41MI L.113 Int, 170.0 IN �;to� 1;00 11 in mjw2j. mollex, VII INS job 1125.11 JWJ JIGS1 14011N.31 11 IWIIN.!l 14251 60A 115141 NO 1 14M 1 M2 I IM 80.7 1 IMI 0.5 1 INS I JIO I SMI OIS I iW41 0.7 1 IJNj G1 I IMI N- 011330144.711W 113MI 0.7 1 ISSS 492 1 1=1 3 12M AnchorClIp Pallorm, iVO`EI,-1 I TABLE NOTES: . ANCHOR CAP... FIGURE�. FI"E3. FIGURE4: rtGUFSE& rK;umEoFU;SLREl& mumli: E -if; -'� 0 1) SEE SH ET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOMING. A SEE SHEETS Z4 FOR GENERAL. INSTALLATION METHOD& I�l k. /�j ,, 0 NSE 2) LUREAR INTERPOLATION BETWEEN MULL LENGTHS ANDUOR OPMNGWIOTHS IS ALLOWABLE. 0.1 v 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 14'.58705 AS IS u 21-23. HOLIESTOSEDFULLED IN THEFIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURES: FIGURE r. ANGLE SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. �.'p 44 CUP 4) SUBSTRATES: CONCRETE SHAU. CONFORM TO AC -FIU-ED 'JEOF Q (FIGURES C.90, WOOD SMLISEPRESSURE-TREATED CONCRETE BLOCK UNIT (CMUj SHALL CONFORM TO ASTM BE AMINIMUM OF.12V 5-7) YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE 600TS AND .. .... NIN MWTBE L USED N NICK STEEL STUDS TO BEA MINIMUM GRADE SO AND.045- THICK (18 GN.SESE). STRUCTURAL STEEL TO BE ) AT LEAST 3 SCREW R. P.E. PAIRS. AT LEAST.12F THICK AND AM. ALL ANCHOn INTO METAL SHALL EXTEN! X X IT A. MRFALL�" I NJ SPECVFICATIONS. HOLLOWAND GROUT THREADSSEYOND THE MATERIALIA0 &#12ANCHORS INTOWDOOMAY BESTEEL, iS.68.8. OR410S.S. MULLION PL P.E.# 68705 M.111on C ... N TOM. fibelel Openhen th (f, wrUmth�spneeI wee ION Be te I I,Gom) orOperflog He wt. M (rorhodwlM*spNvIng nnflom) INN VON lam nom �t.w. umb, T�m. �mm ItmuW,r 11 "'Odme �MV �N RWRVM TWMAX �me �,e Lft lhw� Lewmv R.t�. �mg TnPom Lew, �-� I "ON Nomm, uAl, R�l Lne, llepndm �eo ReAmer'. Laft T� uNN uwmg v"NNQ W" x,.121VAlum Tube Mull T11 Jill 11111 111 1111, 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1111,11 1 1 1 0 In We NO l".0 Q& IM2 ON I Me 410 IMD I On I"a 414 011 ON Me 411 sel M Ini 411 MI ON am wo 4m in. w NO oI K? M 1 40 1 M41 NO M4 403 1.4 311 537 403 NI 316 a3 403 623 Nt a IN 70,3 . :1.2 ISO 4&TF=— me M 41.2 WX .11 1., me Ole 842 25% :4: w N) ".7 318 me NO NO 315 .h 49.5 In 0112 NO al 214 353 PM �fyp= n. NO me I mm w I IN .1n 37.2 213 M4 183 213 U7 in M5 IN NO 170 n2 MI 01, me I I'll, Nel 179 NO I. 152 Aechorcl7ppattam" OMM MCI SIVEk.Ulme. VrEtolflf; E V j.7:— TABLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FORMFORMATION ON LOADING. SEE SHEETS 2A FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDOR OPENING WIDTHS IS ALLOWABLE. FIGUREt 3) MULL10N AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLM TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21 -M FIGURES SHOW SUGGESTED. APPROXIMATE HOUELOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (rMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSUR&TREATED YELLOW SOUTHERN PINE WITH AN 80 OF 0.9. ALUMINUM SHALL BE 6083�T5 AND BE A MINIMUM OF.12F THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.04V THICK (18 GAUG4 STRUMRAL STEEL TO BE AT LEAST.12W THICK AND A36. ALL ANCHORS INTO METAL SHALL FXrEND AT LEAST 3 BMW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL� I" S.S. OR 410 &S. IT is ,�O,G, ji N'. 55705 FL P.E.# 58705 [Al,iLt IDA TMAIors)OrOpQnhIG IONG NDIG Sam M�2.GIngjdth((wwMcaj�6�pamj 325-30 UG*, -'-V- pn. =ar GO. AIZ. DEG. AL DAYMULL Il 11 11 Il ha I mill, 1 111 111 11 1 1 1 ula I !Z, I AM Inal 7" 1 Imo 1 AM IMA I W 1170.0 1 GAS 17041 M InkI 519 170.0 111151 InO 1 521 L I I 'TO -11M.-I M 11" -4 I'M IMO MI IMA 17M INA 521 I, 1�11 :A, m at -w-] :2, Z.; : 624 INA ON 11001 AN 170.01 00 1170.01 M iMAI Itu 170.01 Mi. IMO I I2M IM01 6" S. 170.0 m INA IBM 170.0 GOO Tz. NAN ix; VOA 747 1 Ino GO, ROO M IMAI 031 'MAI INS I IMb I ON IT" 03 IMO M Ina INS 17 1 M_ 711 MAO 1443 IMA I IN IMI IM IMA III tGI3 IMO M IDIAI IW IMO MO fflo 1110.01 FIT I IMA 1 012 1700 ON 170.01 OSI ITOO 1 1115117001 IN no Ina IMO 903 180-4 I= .. 10.3 1353 LM ON %=A Im 170.0 ul INS 170.0 ON Q02 I= 1710 Mi In, MIT Ink MOT IVA 1215 no we ISO' M A! In ... 2, ,A INA 1218 VA 1218 141,1 913 034 1211 10.1 013 13.1 TOM a".] 0, M. !!t 74 5 no IN 170.0 m Im I RIG ftel 03 1, I!- 141AI ON M5.1 110 1134.2 W 874 1150 inT ffs T&I IlSo tal on 6LT Ism Wh 110b 071 IMO 788 N.. IND IMA MI IUAJ 1046111U�684 153.1 IN 550 101.6 ,, . ING I. IDA In GIA ING M MA W M2 fG4O TOSA 17TWITIND MOI 1 11 Ima 784 117 STO no ISIN �no M2 430 MO 712 MA W GG. NO TO 9&7 49.9 330 TO 0.11 SO .3 W 7.8 .8 GAS -A M MA Ga. I MA W4 70 ft? 605 M IN A a" 51.5 563 414 GA 41il M 44.41 AGO 9.1 M ag 4 no w W2 Asa 4151 40 1515 1 AM 40 44.8 AV AN . 4. "0 '6 GO 1 AN = 4 -1 00 .2 11.2 34 A m N's ma 5 391 31.1 342 I A IS, 2i2 .5 209 mi 14.9 4.9 .1 ITA WA 370 1334 TOO VA 3" M 325 21.1 2. SM VA 3" 22A 310 112 %M 1 1 21J 3ty 22-5 NO N. 117 MA On BLE 16B horCepacitIrTablogbOl W 80 Ek. MV BAG M-8813co 810= WIVEM REEF SIM-EW.O., I 114- M. W. A,,co.wr DO.. AWS0IM G.Swo a. ON) &.051 Anch.,CUPP.temo 2 ow Ifig. MI. L.m I T. :g.,gn mng±!�: 442. 1 ""OD"GA'Do M2 s" i Z rli�r. MA I I32OIN I I FIGURE 1: F-Im FIGURE2; F .1 F. -.1 FIGURE 3: ANGLE REP (FIGURES 1:�) MUST BE USED OR PAIRS. TABLENOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS is ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ME NOT TO SCAM FOR EXACT DIMENSIONS. SEE SHEETS 21-2& HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICIRONS SHOWN ON SHEETS 21-n. FIGURES SHOW BUGG ESTED. APPROXIMATE HOLE LOCATIONS. 1) SUBSTRATES CONCRETE SHALL CONFORM TO ACI MI SPECIFICATIONS. HOLLOW AND GROUr-FIU.ED CONCRETE 'LOCK UNIT (CMU) SHALL CONFORM TO ASTM C.90. WOODSK4LL BE PRESSURETRFATED YELLOW SOUTHERN PINE WITH AN So OF 0.65. ALUMINUM SHALL BE 606�TS AND BE A MINIMUM OF.12w THICK. STEEL 67UDS TO BE A MINIMUM GRACE 33 AND.0,45- THICK (18 AUeE). STRUCTURAL STEEL TO BE AT LEAST.12V THICK AND AM ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 A, 412 ANCHORS INTO WOOD MAY BE STEEL� IM SZ. OR 410 B.S. 3W BAY MULLION N�.,IR05 MuIlIonC.ceaWTSbIo Rb$Nel opening th(icriartcalispwori MAIM) Or Opontfig Halitill "ItIRD's) Sol. DO h 7010 Wh "[a Half 12ft Ham ISOlo 3.26-45 !;.Tt;FZT-1' W.Mur Imm.g. RoIlow TwTom -d' RoCINOU f-coudag" Toontoms. L-ft ftuw. wodoll TDrolor, UO, Bocoaredu �ft I Tmplw� L-am Notaollft, L-011 1woom LOCCIN a=., I T=m RoD, TDINTIOCz DEMAL BAYMULL 1 0 1 aw LZ mi"14012-0 n. INAI 0 Ina I Sig !TO 21.1 17" ON i"A Ml 17110 1 14M 17"1 ut 1740 IBM IMO 521 IWA 1671 IBIS SH X In. i 7710.0 i mzoo 1 1!.L-. 170A 1" If" 1'- BID 01 _!Ii_ 1704 14 7 BAD ON U171 107 1 R M 10.3 IM LMA Me IVA ISO? Ime no 50JQ5bo 170.0 TO 117U 1 03 110.01 891) IMOI 531 mo I falls I I"A I m 1700 110 'I- L ,Do+.- 17mo IM5 !".a in 0 24 114' "So :F IN "-' C4 ':�01- INA 102 '. Ble Hoe ISM IVIA Be 1710 TV 170.0 012 170.01 M MO 1 891 17" 1 ilia i I= Be I?Db BID "to ON 121 . .42 170.01 Sol 110.6 149 %TCC SH DID 140. Imo Off sm - 1704 sas MI Me 7 IId0 IND BOD M 157.1 INS I. insl am local law ISFA DID All INS 157.1 M 7-62 IMP 157.1 w So of 720A H'I.D 0.0 life C 102a 1 IN? Ino DID las 191 1".51 on in.? 114A IN? 10.5 on Me ISO IM2 W CIA MIT I= Do 713 INT 1317 235 Solo �l a .. I= liag Im.01 m 146.41110 S&7 1 L_ 129.9 110 147.01 045 JIOA 1, 1 1., m ing It" us.4 014 �mw w. Do T- 7J.-, MR flow Ile.1 m 101. mo E 140. I..l 80 IBRIM011271 _!I W i0l.0 1010 114.7 425 AS 1010 ID&O 617 Me 1010 ma an we 1 CIO 67RTM AS late m? Too mlo 'Ic" 1:3 7' - W14�5 ON 99.1 wol IOTA 751 - -- Re Me ow 01 749 To,3 a3 NO NO -(�! 5T 9.71 NO 013 720 57.3 HIS 74.7 710 4CI M 7f.21 TIO 4ZO - ON NO "a 21:1 BOB - F4 off �C75 loo 5 Set m m V4 , V, 605 70 Be Sal 70 NO MI 714 a" 63.0 Sol 0.1 -;1- SH 4.4 Sol 64.3 675 303 Sol "7 072 41571 no Me ml am ".. ROD no Sell 61.7 m Sol Se -47&0 GO _LIA MR MT 41A No 74 .6 -5 VIP al Me X21 all no Sol AS I sm, 1 3 me NO SDI !1..l Lot .6 ±2__ M -ZA ' 453 31.9 M 41.4 Rd 34A Mal M.1 470 IDA ON 3%A 09 N2 AS I SIC .3 Sol 0.71 "? 1 C Me MR AS 31.7 3" m " a "a m Coo mg 2LI SIT AD 449 m? Ma 17.1 me m A IRS 449 15.01 SW I No 21 FOS 1 3710-1 374 U.0 4m al M7 us CSS -W Z2 -;To m al W as 2&0 an Ae m Co.7 NO 15. as is's N3 SN al I No I nA I MCI mv 313 17.5 Al AR Roo If r So I Table I Hal ommu PT wIt NIT Eke lR'SSENo 61%-Ek. vl- 88 U. " N128 =w 012stOd WI�ElOoU000. 1148.M�oa Ulm. l/rEk.uRnm. ApiroGII. C35) ..m) AnchorCUPPAbOrms ... �]' [73 T.11V _IW 17 rftm)C, -03r A, TA-�02JVM....10)..MoPo�'Ifg-J? IT - FIGURE 1: F I FIGURE 2: F - -1 FIGURE3'. ANGLE alP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS 2) UNEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DFULLEn IN THE FIEW FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS 4) SUBSTRATES. CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FIU-EO CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0,90. WOOD SKA-L BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.0. ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF 125. THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046' THICK (16 CAUSE). STRUCTURAL STEEL TO BE AT LEASTA217 THICK AND AM. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 910 & 912 ANCHORS INTO WOOD MAY BE STEEL JIM SS. OR 410 S.S. OBTAIN THE 'ANCHOR FROM THE VNN A 8705 141-1 A OF FIL I.ODO' -1 1.0ow tow 12V .125' .125- 12 - 5152 [1112 2.75V 2. .125, 3. IS -Dr 3. w T ow OUT IV 0 L 2. L I" a1171 26V 2.1 t I W F [I 26- V -.375' .6w 1 -T 7 T 'DC' I'XTX.i25'M=MN I'XrXXFM=ION I'X2,76'X.3?VMUUIOM I-X 2.7W X.MT MULLION I'X3,125'X.VMUUION 1.2WX3.18rX.265-MUMION I.2V X 2.11- X.12W MULLION GW�TO ALUM. 8003�TOALUM 6953-111 ALUM. 006�TIIALIJM. 60113-TOALUM. 6013-76ALUM. 6(s3-T6ALU1A y4EC71011 X.SECTION X.MOTION X-SECTION X-SECTION kmalON X-SECTON t-125. STANDAROCLIP P1 500346ALUM. ... T._U. M"O. X-SECTION ..... .126- 3.12V CUTHERIETO .375- -CREATEF�CLP.SER MIN. DETNLFSHMT4 L 7 STANDARDOW!, 60034GALL111 TOPMEW .375- .ww MIN. MIN.. ir--- ------- I ------------- i D B OFFSET CL 6083-T6 M A. 70�w Ua" ew�% ALL, 1; TOPMEW zC1=FANCH0R 10 TUE ll� (THIN THE MSHUED BOUNDARY.M15 SHMISS-17FORTHE ANCHORO.C. DISTANCE. MA)UMUM ANCHORHOM DIAMETER-.ANCKOR DIAMETTIR.111(r. 2MANGLEUtP 60$�TG ALUM, X493TION 126' I .37VMIN.--i I.- V[7-7-7 Z ----------- ME MOLE CLIP L7 ----- H-Eff 606�176ALUM. TOMAGN ZDCENTER OF ANCHOR HOLE MUST LIE WITHIN THE AMED BOUNDARY. ME SHEM �17 MR THE ANCHOR D.C. DISTANCE MAoMUM ANCHOR HOLE DMETEk' ANCHOR DIAMETER - IIIV. Mull Dlmontlon (shoe1g) RGIrPortill Mullion I Bid. Clip [Offiat Clip U-ClIp jAnglo Bill P XT X.12V (5) eGGG5 ONI13M 6661118M U6243M 6655111M 1"XVX.375!P(6) 66M M114M 6661119M 688244M SM12M I-X2.7VX.3?6'(7) GMT 688115M 666il2OM 660245M SM13M I- X2.76' X.W (8) CM 6661i6M 6861121M VAMM 666514M I'X3.I2S'X.50D`(9) 6%661114M I 242M OGI 1.2VX3.188' X.26V (12) �66�W7M]66()IiIGIYI 66841M WSII17M WSII13M - 668241M 6WISM -i6isl7M I.2SrX2LI1"X.I2V(I8) 69370 WA NIA WA NOTES: 1) HCIAIS TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) ME SHEETS 6�20 FOR SUGGES'TED. APPROXMTE HOLE LOCATIONS & ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2.4 FOR GEN ERAL INSTALLATION METHOD& SILE A DimenslonlValue Qn)i For Mullion: A 1.625 V X2"X.1125" Alwalnum Tube Mullion a C 0 D 0.7411 A 1.125 P X2X.376' Aluminum Tube MUIII0R a Z04 C 0-6M D 0 0.490 A 1.876 I 6X'M2.L7 X LUT Tube Mullin I B B 3.-=A c C 0. 67 D 1118 E .450 Mtn. A 1.312 P X2.75' X .6w Alurnlnum Tube MUIROR s 3.00D C 0.476 0. A 2400D PX3.12171 .600P Alum Tube Mull 0 2.037 C 0.803 D 1A37 A 2.625 126'"'llif X.206' Alum Tubo Mull B 82 -T2- 862 D 1.762 A 1.813 T.20' X2.11- N .121-Alum I TLIDe Mull FIL E--1 1.000- 740- 6 125- X.SEOTION X-SECTION 12V 063-j .385' .062- .125' 1--.J25' X02' 438'--, -126' STANDARD CLIP 4.000F F 1 4A v 2. Z125. �4.1 10- ow ALUM 2.DOO* MANGUECLP 2.6W �T ULCLU, 606�TIIAUUM' See 125- XZECnON 6w"6AUUM .031' 125 126 VXVX.12� Vxex,3?v Vx�)(Xw MULLION MULLION 'r-MULUON 6�76AIUUM COSI'To AUUM. 606�TSAIUUM X'SECIRCH X-SDGINON XSEC11CN 1.260'- 3mol J. 100 1.21VX1�xjw I2VXS2VXA2V 1.2r)(3,W)(.62C MULLION MULLION MULLON 500U6T5A-UM. 601)5�16ALUK 60(5-75AUUK X4IECTION X�SECIICN X-SECI1cm 3.1217 .376' MIN. I -��W7-EIP.SEE D 376. r ------- n C�EROF : 1 ANCHORHOLE L I MUST LIE WITHIN THEDASHED BOUNOARY.SEE GUESTS 5-20 FOR THEANCHORO.C. F DISTANCE L 1L MCNORHOLE DAMEINER. ANCHOR ------- DIAMETER 1116'. r t STANDARD CLIP U.CUP .E.T�R .1 M1..R.OUE MUST LIE 6051T6A.UM. TO� SM-TOALUM, TOPVIEW WINIMMTHEDASHEDSOUNDARY.SVE MIN. _8AYMULUO" % 6ALUK et)!U�TeALUIA *SECTION 22W-t 081, NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GAiSN ON THIS SHEET. 2) SEE SHEETS 6-20 FOR SUGGESTED, APPRO)UMATE HOLE LOCATION& 3) SEE SHEETS 24 FOR G84ERAL INSTALLATION METHODS. OFFSETCUP 606�1`11A.Um. TOPVIEW dwjVNv6 "mw (InN For M.Ilkg: Ol..nIonjV.Wwlln) F.,MU1110n: F Seer VXTA .12F AMT. ium; emilm F 0 1.935 0.640 1. K.624' Alunnlrurg �ba NO" 0 F-- H -1706-0 2bUJ0 am I 1 �A38 F 3.181 Vwx .375' ANTINIMil F —o 2.625 I.W X3."' x.ow Alu'le"i � mullego PDim G H I 1 -677-67 -0-3-0 H —1 -50* -72—w F 2250 1.2wX3125 X.10Y Aludime, Td. Mull]. F — 2.813 -W'e- 3V Be MU1 -C--0 75 i6w Mo -- F260 F Mull ofirtndom ..t#) PGTPudO -W.Ill.n �P�"IIP met. CUP i- Xe X.12V (10) ,,j, WiliM M112M W241M stem VXCX.37V(Iil wig W112M MIUNIM =CZM —�M M519M 7-14 X —37V� (11) 3 VM- W1-12-M W11-Z-M M519M T-W—,,WX IW(ja) -jFjW W11—M W1-124M 6110110101 BMI15M -iV11-121XW(14)-VDT8-1 &IIIHM iWIM =411M Sell evellUM M112M M41M - WMIM —WA WA NIA 6MI10M —WA —WA WA MIIIM *-':� He. '1,706 TABLE E mull Dimension twootal PST Part# Mullion I Sm. ClIp I U-Cllp Angle Clip [Lxx 4'X.25'(16)1 66002 1 600201M 1 680271m F66551 12M I V XG' X.25'(17)1 60004 1 666262M I 000272M I 6605113M NOTES, 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIMEN ON THIS SHUT. 2) SEE SHEETS 6-20 FOR SUGGESTED, APPRQVMXTE HOLE LOCATIONS. . 3) SEE SHEE IS 24 FOR GENERAL INSTALLATION METHODS. STANDARDCLIP ODSI-TOALUM. X-SECTICN MTKOIETO rt CREATEF-CLIP. .37� SSEE DETAIL P ' MIN. HEET4 F I �-2.00(Y---j rxe-x� MULLION OD11-111A.LM. kSEC11ON —T--- ------------- L --- ------- -T ---------- L- STANDARD CLIP Z- CENTEROFANCHOR HOLE MUST LIE 605�TSALLJNL =11111THEDASHEDBOUNDARY.SM TOPMEW SHEETS 5.20 FOR TKEANCHORO.C� OWANICE MAIGMUNIANCHOR HOLE DIMETE4: ANCHOR DIAMETER - 1/16'. 6.50T 1 .37W 3.600' Omi-HERETO , I CRENTEF�IP MIN, SEEDETALF. MIN. i— ------ ----------- 4.SW -------- --- -------- I " - STANDARDCLIP M-TOALUM. TOP MEW U-CLIP 2X5 ANGLE CLIP WeM.L[M. 000�TSALUM I.SECTION XAUCTION zoos, L 12Y 75- SAW T U�up 605� 'ALU USED FOR 2- X VMULLIMOK SBEET 17 TOPMEW --------------------- MIN �ANGLECLIP WEROFANC"ORHOLEMUST LIE O�TIIALJM. THINITHEDASHEDBOLINDARY.SEE TOI� DIAMETEM aSANGLECLF SW�TIIALUK TOPMW r . - "I , 110 ,V 0 011N,ff , 'I, 0) ............ N. 58705 ki I— '1w E F 01 FL P.E.# 68706 EXAMPLE 1: SINGLE VERTICAL MULLION f MULU. EXAMPLE 2- MULTIPLE MULLIONS THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS Mir. THE OPENING REQUIRES A DESIGN PRESSURE OF 460.01-0.0 POP. 1) INITIALLYASSUMING THAT A VWIDE MULLION IS SUITAHI MULLION LENGTH 18 72- AND ME OPENING VIEW II REFERENCING SHEET 25, THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAM ME MUMION TABLES FOR A MULLION THAT IS AT LEAST THE MDOWFRAAlE DEPTH OF 2-19-AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF .80.01-63.0 POP. IF THE TABLE DOES NOT SNOW THE EXACT SIM, USE THE NEXTILARGER SIM AVALABUE. PROM TABLE 3A. SHEET 7, THE 1- X 2.75- X.375' MULLION (LENGTH - TV, OPENING WIDTH - IV) MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS �/�83 PEP AND MUM NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8, THE V X 2.75- X.651Y MULLION (LENGTH - 72', OPENING WIDTH - 70-) HAS A DESIGN PRESSURE OF q-72.7 PEP MICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE ME ANCHOR CAPACITY REQUIRED OF 635 LOS. 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4)142 ANCHORS AND THE 2X5 ANGLE CLIPSW17H Hl) 412MCHORS HAVE A CAPACITY01' ME UNS. THOUGH EITHER ONE MUM BE USED, THE STANOARD CUP IS EASIER TO INSTALL. 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WTH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, VALL APPLY TOME OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLIONAND THE FENESTRAMN PRODUCTSE NSTAI.UED INACCORDANCE"TH THE INSTALLATION SPECIFICATIONS IWO RESPECTIVE SUBSTRATESAND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS P8F.THE OVERALL MULLION SYSTEM WAS DETERMINEDTO BE 72.7 PSFWlWAN ANCHORCAPACITY OF638 LOS. ALTERNATIVELY, ME ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVEBEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRE0 FOR THE EXACT DESIGN PRESSURE OF60 PER (OPSF)X 636 LOS 624ALBS (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 413) (-Tl 'TPUFF ) - THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMS AND USES A CONCRETE HEMERAMD SILL. THE WINDOW FRAME DEPTH IS 2�. THE OPENING REQUIRES A DESIGN PRESSURE OF -MAI-50.0 PER FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMINGTHATA I -WIDE MULLION IS SUITABLE. THE MULLION LENGTH IS 3�7�PWIXPAND THE OPENING WIDTH IS 36'�36�1' 4r. REFERENCING SHEET 0. THE COLUMN USING RECTANGULAR LOADING WALL BE USED. SCAM THE MULLION TABLES FORA MULLION THATISATILEASTME WNDOWFRAME DEPTH OF 2�3M'AND WILL MEET OR EXCEED WE REQUIRED DESIGN PRESSURE OF -50.01-55.0 POP. IF ME TABLE DOES NOTSHOWTHE EXACT SIM, USE THE NEXT LARGER SIM AVAII-hBILE. FROM TABLE SAL SHEET 7.THE I- X2.15- X,37W MULLION (LENGTH - 10V, OPENING WIDTH - 80')MEETSTHE DEPTH REQUIRED. HOWEVER THE DESIGN PRESSURE IS -1-16.1 PsF AMID WOULD NOT BE SUITABLE FOR MISAPPLICATION. THE 2' X 4' X.2W MULLION (LENGTH - 1OW, OPENING WIDTH - W) HAS A DESIGN PRESSURE OF .144.7 MF WHICH EXCEEDS THE REQUIREMENTS BE USED IN THIS APPLICATION. NOTE ME ANCHOR CAPACITY REQUIRED OF 971 US. BECAUSE IT 1S NOW MOM THAT THE MULLION WILL ADD 2' TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 3W.W-M!74', NOT 73' AS PREVIOUSLY ASSUMED. VERIFY THAT THE DESIGN PRESSURE JS STILL APPLICABLE FOR THE ADJUSTED OPENING, ALTERNATIVELY, THE WNDOWWlDTHS MY BE REDUCED TO MAINTAIN ME Ir DIMENSION (354G'+35-IW-2�T). 2) USE TABLE 12D TO FINDTHEANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE HEADER AMID SILL ME 8- WOE. IF THE MULLION CLIP WERE TO BE CENTERED WMIN THE 971 LBS. FOR THE HOR12ONTAL MULUONS. BECAUSE THE VERTICAL MULL WILL SEA2'X 4- X.28T MULLION, IN MIS EXAMPLEWE WiLLMATCH THE HORIZONTALANDVERT(CAL MUUJONS.ALTERNAPVELY. MOWER MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH IS 3W AND THE OPENING HEIGHT IS 32"?Tn' -106'. REFERENCING SHEET 25, THE COLUMN USINGWAPEZOIDALTRIANGULAR LOADING MY BE USED. MOM TABLE 12A. SHEET 18, THE 2- X � X.2W MULLION IQ LENGTH - 42'. OPENING HEIGHT - 12W) HAS A DESIGN PRESSURE OF -M70.0 PEP MICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF Rl US. 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED MR THE CMU SUBSTRI IN THIS EXAMPLE, ASSUMETHE OW JMBS ARE V WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8', CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. USING WE VS ANGLE MIPS WITH (4)31W ULTRACON ANCHORSAT AN EDGE DISTANCE OF V GIVES AN ANCHOR CAPACITY OF 540 LBSMICH 13 GREATEFLAND THEREFORE SUITABLE. FOR THE REQUIRED ANCHOR CAPACITY OF621 LOS. 4) FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION. USE THE SAME ANCHOR CAPACITYOF 621 LOS. TABLE 12B FOR THE U�CLIP SHOWS THEANCHOR CAPACITY IS 1074 US MEN USING 3 ANCHORS. MICH 19 GREATER. AND THEREFORE SUITABLE. FORMS REQUIRED ANCHORCAPACITY REQUIREMENTOF Mi LOS. ME ANCHOR TYPE IS A#12 STEM SCREW. FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: .1-64.7 PSF FROM THE VERTICAL MULLION. .1-170J) PSF FROM THE 3V HORIZONTAL MULLION ATTACHING TO CMU: ./4 70.0 POP FROM THE 3F HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSEMON). THE LOWEST DESIGN PRESSURE IS /.64.7 PEP AND MUM APPLY TO ALL OF THE MULLIONS. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED MTN THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS. WILL APPLY TO ME OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WIM THE INSTALI-ATION SPECIFICI INTO RESPECTIVE SUSSMATES AND FENESTRATION PRODUCTS TO MULLION, .. -.1, , N,53705 S EXAMPLES OF RECTANGUILAIl LOADING: I— , ____ - I MEW �' WADING OF VERTICAL MULLION SILL OF WINDOM NOT ANCHORED LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLION$ LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED NTH INTERSECTING VERTICAL MULUON INGED )OOR f LIA.Iltl IF WRTICAI MULUON LOA PANEL OF HINGED DOOR IS NOT CAPTURED ORANCHORED WTHINTE Pw I :�' I ll�i/// //Pll DING OF (2) HORIZONTAL MUMIONS EXAMPLESOFTN�PEZOIDAWRIANGULARLOAOING, )AGING Of HORIZONTAL MULl 1111Y, [WAM041 IVA 11 1 01, 0,14 0 los ol li'[0 0, 10 IN I III�_ IF! 1.2101 LOADINGOFWRTIM MILLION MULUON LGADINGOFWRTICALMULJUON n Pz_ �Ll z SHIDH LOADING OF HOI MULLION NOTES: I ;itOlhUCTRSVJSBD 4-y HORAWINGSARE a w " RERE$ENTATIONS OF TYPII AI No CONFIGURATIONS. E E WNFIGURATIONSNOTSHOWN MAY BE EXTRAPOLATED FROM By .1 THOSE SHOWN, 2) IF THE "DING TYPE CANNOT LYN BE OETERMINED, USE RECTANGULAR LOADING. 3) SEE PRODUCTS' APPROVAL FOR N'. Gtrion ACTUAL ANINOR LOCATION&