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Home My WebLink AboutNOASCANNED BY h11AMFDADE St. Lucie County M[AMFDADE COUNTY um DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES PRODUCT CONTROL SECTION (ItF1i) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamid2de.2ov/ee000mv N,. 1070 Technology Drive CU'� PY North Venice, FL 34275 SCOPE: FILE This NOA is being issued under the applicable Hiles and regulat one governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - APPROVAL DOCUMENT: Drawing No. MD-SH2O0-01, atied "Single Hung Window Installation" sheets 1 through 8 of 8, dated 05/11/11, with revision C dated 04/22116, 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. NRSSME IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modellseries, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirely. 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 NOAH 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 9�'�o� �1� 77 Approval Date: June 16, 2016 lfvcv OIINTY B917 DIVISION Page 1 WED FOR LIANCE e BEB CDBY D`TE - MU 1 BE iilZP? ON JOB PLANS Apo P OR NO INSPECTION WILL BE MADE. PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0614. 01) 2. Drawing No. MD-81112O0-01, titled "Single Hung Window Installation" sheets through 8 of 8, dated 05/11/11, 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. FTIr6479, specimens 1 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-51h 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 ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 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. G. OTHERS 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. Product Contro Exaiqiner NOA No. 6 5.02 Expiration Date: September 01, 2021 Approval Date: June 16, 2016 E-1 GENERAL NOTES: SERIES 200 NON -IMPACT 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). 53-1l8•° TII 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 & 5. FRAME HEAD 4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5. SHEET 4. ALL WOOD BUCKS LESS THAN N 1-1/2" THICK ARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED I DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1 A W THICK OR GREATER 1X AND 2X BUCKS S• MAX, FROM L - (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. MEETING RAIL 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 & S. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING 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 TOTHE 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 Ij 7) DESIGN PRESSURES: -L A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME 9' ANALYSIS AND GLASS PER ASTM E1300. MAX. S) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF TYP. FLANGE F THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. (TES - OF THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-6479; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSVAF&PA NOS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. 10) THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES (FLANGE FRAME) OR 4001 SERIES (FIN FRAME). WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2 & & �-+-- WIDTH WIDTH -�-{ HEIGHT / / HEIGHT EQUALLRE PROVIEW/ORIEL ARMTOPPROVIEW/ORIEL RADIUSTOPEQUALLRE DESI STAN E , i11;i"Ltlt r, FLCRt9f. . A. LYNN MILLER, P.E. 2 m CD n n tD A n mC r m ° W of m W N Er dC w irX C w N P 2 y� .�p� 2 P �O a N P J N_ aG 2 fy Jp� (p 5L 5a d N ? m )Vj -3 g + w� E is } P Y + 9 } Y + V, +n +n m 3 3 0 0 ,+ ER ER ER F NO+ 6 $OS+ �OSt cAO+ oO+ �O+ fO+ n iO+n iJOa+n YOO,+n �i uOQt $OO+ r.0 O O O V O ON O+ Oj+1 O+ Oa+ O1+0 O+ Ot L4+ Tf+Jp mN+ WN+ GN+ !m+ W bp 0 p WWOW W0 N.. OO+ N + fn A NCDW " ra cm (A m+ C - C O O -4 5A n n8 N ,V N tl N N N $J N n l A i N m O m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .�.. O In O 1J m Ill jn L.1 (n t0 V J �+ V y ✓D bD bf f0 bD �I do r tp m W lD t0 10 Ip V W O ^J W W O t0 LI (0 V N IV rG 0m m O Va m rG W O O O W 0 W G N W W O m W J O O J O O O O fA x f0 N 0+� a 0+� 0+l 0+l 0+l (+� O+l + O+l V, O(+nl (+� V, (+� + O+l O+� + + + N 7 3 N SWp N m ,f0, ,frt fll C fn O W W W N O (n O iO IJ 4D Ol G G fJ W pl 0 pl 0 f]I 0 Vl 0 ,iln 0 ,fWn 0 4 Ol 0 0 (!1 0 to 'C (n O N C Oral C Omi O O 0 W t Zli t �J lit N tj fJ 111 �+ A W fVll (VT ,0 J W m V W ,til W m A in W A N W A f• cn lJl A Gf ,OVO m O W W A V V ,fVif A N N Al G 2 Q 0 ++ [J1 + s + + + + a+ Co + N + O t V yy+ (10 } + + a+ Co pN+l 0+l VI a+ m ON+l O + ON+l N + O O+� N (N+l� N 0N+l N ON+l N ON+l N (+l� fJl (+� ul (Ntom N ptl p1 + N O(+nl fn (O.l Ol y� N ,OWi V (n W O V N O m m N G W ,fWO J N N m C N W ,ONI O O W O O O O O O O O O O G O W in bl bi S 0 0 �.i ��,, 0 L 0 to N N V N 0 O V m N fn m m V W J m V O M 0 O W fn J W 41 Ol W W N W m N m O 0 W A m m O O 3 C }y A + V ((+�� tJ p,+p A + t+ O W aa+ A ptl rJ ,}p 01 } 4 yt A (tn + t }y+n+n A N A .+p A A+ N p+l fn +n to +A N g. p+l (n +n fn p+l O + T, p+l Cn p}l a p+l N p+l fn u+ p+l to +ll to 9¢ N ,fd ,CAI ,fill N (O A J O J A+ A J in J in A O J A N J f0 f7D A f0 Ol '0 m 0 m fn m m W m Gf O + A + (J + W + yy + A + + W + A + A {} A J + W$ J + + g ,,tpp J A J J N 0 7 M W W W N V �IW O O W O N V W CO W IV V W iQ N m O N O W f0 O N V O A fp W �l m O m O C m C J O 0 N m O 0 N Ol 0 A W m W IV V O W fJ iO w W N V IV 0IV W O IV V A W V m m 0 0 -� O IJ O N O V BOND V +� + m + V + }WW } + V + ((+�� + O + ,,+pp a+ } V (+� yy+ AA+ + m + N +AA ,+pp + N ,y+p OO+ll ,+pp OI pp+ A }AA (p+l�l p++ A 0O}ll N V �I O m fD A O 0 . W t0 0 0 0 fAJ to fp to C ,.WI m A 0.I��Jaa A m OD N 0 A (IWO O Ol A m O A? bDD N bo A f/1 Oo A CDdlI W N W 1C'l cy JJ' W N 11 b W 1 1] W W V I0 1m N 16 N I .trap 1pm IOC IGp m AI CD A OD O A V P V O 1 _ TABLE 4: Maximum Window Height' Sash Heightz (see Figure A, this sheet) Design Pressure (lbszj for Glass Type 8 -J, Fin & Flange Frame /R Maximum Window Width' 19-1/8" 26.1/2" W, 37" 41" 45" 49" 23" 119116" (Equal Lite) +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.01 9D.0 +55.0 -90.0 +55.0 90.1 under 189/16" +55.0 , 90.0 +55.0 90A +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 .84.3 +55.0 78.1 37" 189/16" (Equal Lite) +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 40.0 +55.0 90.0 +55.0 .90.0 +55.0 -31.' o%er 189116" +55.0 90.0 +55.0 90.0 +55.01 -00.0 +55.0 900 +55.0 90.0 +56.0 -84.3 +55.0 78.1 under 15-7/8" +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 -810 +55.0 98.5 +55.0 -81.8 +55.0 75.1 38-318" 15-7/8" thru 193/16" 3 +55.0 90.0 +55.0 , 90.0 +55.0 90.0 +55.0 -90.0 +55.0 90.0 +55,0 -87.9 +55.0 78.1 19-1/4" (Equal Lite) +55.0 90.0 +65.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 -87.9 +55.0 78.1 over 19-114" +55.0 90.0 +55.0 90.0 +55.0 9D.0 +55.0 490.0 +55.0 .88.5 +55.0 .81.8 +55.0 75,1 under 199/16" +55.0 90.0 +55.0 90.0 +55.0 i 90.0 +55.0 -86.5 +55.0 .80.2 +55.0 73.2 +550 Z-' 199/16" thru 221/2" 3 +55.0 90.0 +55.0 90.0 +55,0 90.0 +55.0 90.0 +55.0, -89.1 +55.0 78.5 +55.0 -70.1 229116" (Equal Ltte) +55.0 90.0 +55.0 90.0 +65.0 90.0 +55.0 90.0 +55.0 -89.3 +55.0 , -78.5 +55.0 70.1 oxer229116" +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 -86.5 +55.0 -80.2 +55.0 -73.2 +55.0 -W.: under20-1/8" +55.0 90.0 +55.0 90.0 +55,0 86.0 +55.0 -81.8 +55.0 75.7 +55.0 -69.2 +5&0 -62.1 204/8" thru 24412" 3 +55.0 90.0 +65.01 90.0 +55.0 90.0 +55.0 90.0 +55.0 -84.8 +55.0 -74.2 +55.0 -65.1 249/16" (Equal Vte) +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 -84.8 +55.0 -74.2 +55.0 -65.1 over 249/16" +55.0 90.0 +55.0 90.0 +55.0 -860 +55.0 -81.8 +55.0 75.7 +55.0 -69.2 +55.0 .82.1 under20-13116" +55,0 90.0 +55.0 90.0 +55.0 -83.5 +55.0 79.1 +55.0 -74.0 +55.0 -67.3 +55.0 51.1 2043116" thin 25516" 3 +55.0 90.0 +55.0 90.0 +550 90.0 +55.0 -90.0 +55.0 -83.2 +55.0 -72.7 +55.0 -64.1 505/8" 253/8" (Equal Lite) +55.0 90.0 +55.0 90.0 +56.0 90.0 +55.0 90.0 +55,0 -83.2 +55.0 72.7 +55.0 -64.1 over 253/8" +55.0 40.0 +55.0 90.0 +55.0 -8&5 +55.0 79.1 +55.0 74.0 +55.0 -67.3 +55.0 -61.1 under Z4-15/16" +55.0 .87.9 +55.0 -75.6 +66.0 55.7 +55.0 -62.3 +55.01 -60.0 +55.0 56.5 +53.2 53.: 3445/16" thru 30-1/2" 3 +55.0 ` .87.9 +65.0 -75.8 +55.0 -74.1 +55.0 74.1 +55.0 -74.1 +55.0 -65.5 +55.0 57A 81" 309/16" (Equal Lite) +55.0 -87.9 +55.0 -75.8 +56.0 -74.1 +55.0 -74.1 +55.0 -74.1 +55.0 55.5 +55.0 57A over 30911F +55.0 -8T9 +65.0 -75.8 +55.0 -74.1 +55.0 74.1 +55.0 -74.0 +55.0 -65.5 +55.0 57.1 under253M' +65.0 .83.9 +55.0 -71.7 +55.0 -620 +55.0 59.9 +55.0 .67.8 +54.5 54.5 +51.3 51 253r4" thru 314/2" 3 +55.0 939 +55.0 -71.7 +55.0 -69A +55.0' .69.4 +55.0 -69.4 +55.0 -64.5 +55.0 56.1 319116" (Equal Lite) +55.0 939 +55.0 -71.7 +55.0 -69.4 +55.0 59.4 +55.0 59.4 +55.0 54.5 +55.0 56.1 o%er319/16" +55.01 939 +55.0 71.7 +55,0 -69R +55.0 59.4 +55.0 59.4 +55.0 -64.5 +55.0 56.1 uncler293/4" +55.0 -60 +55.0 56.3 +52.1 521 +51.5 51.5 +51.5 51.5 +51.5 51.5 +50.0 50.( 293/4" thru 36-1/2" 3 +55.0 58.3 +55'0 56.3 +52.1 521 +51.6 51.5 +51.5 51.5 +51.5 51.5 +51.5 51.1 73" 369/16" (Equal Ute) +55.0 -68.3 +55.0 56.3 +52.1 521 +51.6 51.5 +51.5 51.5 +51.5 51.5 +51.5 51 i over 389/16" +56.0 58.3 +55.0 56.3 +52.1 52.1 +51.5 -61.5 +51.5 51.5 +51.5 51.5 +51.5 51 under313/4" +55.0 525 +50.8 50.8 +46.3 .46.3 +45.2 -45.2 +45.0 -45.0 +45.0 -45.0 +45.0 45.( 78" 31314" thru 39" 3 +55.0 525 +50.8 50.8 +46.3 .46.3 +45.2 45.2 +45.0 45.0 +45.0 45.0 39-1116" (Equal Lite) +55.0 525 +60,8 50.8 +46,3 -46.3 +45.2 -45.2 +45,0 45.0 +45.0 45.0 +45.0' -45A ' Trpto-tip dimensions for flange windows sham. For fin windows or buck dimensions, subtract V. 2 C%erall sash height. For clear daylight height, subtract 39/16". 3 Size range includes the standard Pro -View (3rner--2 configuration) for the given Window Height. For overall sash width, subtract 2-15116' from the buck dimension. WINDOW HEIGHT- SASH HEIGHT CAN NOT EXCEED 53". INSTALLATION DETAILS FOR FIN FRAMES INSTALLATION 2X WOOD, SEE NOTE 2, THIS SHEET EMBEDMENT OPTION 5 CURVED HEADER EDGE INSTALLATION DISTANCE ANCHOR (SCREW) ( C THROUGH THE FIN EDGE DISTANCE -----------_ _ 1.4166" 1 It J J_ VISIBLE LIGHT HEIGHT I 41 EXTERIOR 2.751- a BUCK HEIGHT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 6, THIS SHEET. INSTALLATION OPTION 6 INSTALLATION ANCHOR (NAIL) THROUGH THE FIN 1/4" MAX SHIM TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 6, THIS SHEET. I USE EITHER LATCH (# 29) OR BOTTOM LOCK 32-35 (#11).TESTED _ - UNITON: 6518" 6"FROFROM -II fi4 VENT END. VISIBLE j1 7 LIGHT �I I HEIGHT II 1 36 I I III 11 EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE EDGE DISTANCE PER SUBSTRATE, SEE TABLE 6, THIS SHEET ( iEMBEDMENT EDGE DISTANCE EDGE -� DISTANCE 2X WOOD, SEE NOTE 2, THIS SHEET 2X WOOD, SEE NOTE 2, THIS SHEET EMBEDMENT 1/4" MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 6, THIS SHEET. INSTALLATION OPTION E STRAIGHT HEADER INSTALLATION ANCHOR (SCREW) THROUGH THE FIN INSTALLATION OPTION 7 INSTALLATION ANCHOR(SCREW) THROUGH THE FIN #10 STEEL SELF -DRILLING SMS (G5) 1/4'MAX BRIM EDGE DISTANCE EDGE DISTANCE 2X WOOD, SEE NOTE 2, THIS SHEET VERTICAL SECTION D-D EXTERIOR V ULYIIT, A&y:I6Fl ALUMINUM/STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 6, THIS SHEET. TI77m? 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, 1-1/2" THICK OR GREATER. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. LYNN ", � ��,••11C�NS,F �, \ No.58765 . <`,�'-. Fy.^RID?'.-' •� A. LYNDI IIliIILER, P.E. P.F-#58705 TABLL 71 V Anchor Quantities Required, Flange Frame Maximurn Window Haight' sash HOW see Figure A. this sheet ( ) Maximum Window WWth' 19-1/9, 26-10 33" 37• 41• Group A Group B Getup Group AlGroup B Group C Grog A Greup B Group Group A Getup B Group Group A Group B Group C Group A G a M aim M ¢ M f ��sa�m 00 m 23• 11.9116- (Equal Lice) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 order 7&9/1C 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 2 3 37' 13�//1G (Equal lire) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 3 offer 183/16' 2 2 2 2 2 2 2 2 2 2 2 2 2 312 3 2 2 2 3 2 3 2 2 2 3 213 2 3 2 4 2 under 15.78' 2 2 .2 2 2 2 3 2 2 2 2 2 3 213 2 2 2 3 2 3 2 3 2 4,2 3 2 3 2 4 2 3 15.71W due 193116' a 2 2 2 2 2 2 2 2 2 2 2 2 3 2: 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 fie" 19-1/4• (Equal Ute) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 i 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 3 over 19-1/4• 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 under 1"11G 2 2 2 2 2 2 3 2 3 2 2 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2 3 2 4 2 4 19-9118- thru 22-1re s 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 45" 224 Ur (Equal Lae) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 over22-0/16' 2 2 2 2 2 2 2 3 2 3 2 2 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2 3 2 4 2 under 2o-118• 2 2 2 2 2 2 3 2 3 2 3 2 4 2 3 2 1 3 2 4 2 4 2 1 3 2 4 2 4 2 3 2 4 2 4 29-1/8' thru 24-1/Y a 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 4 3, 3 2, 3 2 4 3 3 2 3 2 4 3 3 49° 24-9119' (Equal Lite) 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 9 3 2 2 3 3 3 oyar24-9116' 2 2 I 2 2 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2. 3 2 4 2 4 2 3 2 4 2 under 20-13116' 3 2 2 2 1 2 2 3 2 3 2 3 2 4 2 1 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 1 4 • 2b1311tr Iluu 255/16' a 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 3 2 4 3 3 2 3 2 4 3 3 2 3 2 4 3 1 3 50-s25316' (Equal Ute) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 i 2 2 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 over 25316' 2 3 2 2 2 2 2 3 2 3 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 i 2 3 2 4 2 under 24-15116' 3 3 3 3 3 3 4 3 3 3 3 3 4 3 4 3 3 3 4 31 4 3 3 3 4 3 4 3 3 3 5 3 4 34.15116' thru 36.112' a 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 3 3 2 3 2 4 3 4 3 3 2 4 3! 3 81' 369/16' (Equal Lite) 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 3 3 3 3 3 3 3 over39-9/16° 2 3 2 2 2 2 2 3 2 3 2 2 2 4 2 3, 2 3 2 4 1 2 3 1 2 3 3 4 2 4 2 3 3 4 2 under25-3/4• 3 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2' 3 2 4 2 4 2 3 2 4 2 4 2 3 2 5 2 i 4 253l4. 1hru g1-1M' 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 1 2 2 4 3 3 2 3 2 4 3 3 3 9 2 4 3 4 63• 31-9119' (Equal Ute) 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 3 3 3 3 3 3, 3 over 31 9/161 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 2 3 2 3 3 4 2 4 2 3 3 4 2 under 29-314' 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 293W thru 36-112• a 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 21 3 2 3 2 3 2 3 2 3 2 3 2 3 2 4 3 3 73' 3"M6' (Equal Lila) 2 22 2 2 2 2 2 2 2 2 2 2 2 2 2! 2 2 3 3 1 2 2 2 2 3 3 3 3 2 2 3 3 3 over 36.9/16" 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 3 3 2 3 2 2 3 3 3 3 2 2 3 3 3 under 31.9l4' 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 2 4 2' 3 2 3 2 4 2 4 78° 31-9/4• Min 39' a 9 2 9 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 M32 2 3 2 3 2 3 2 9 3 3 3�1l16' (Equal Lae) 2 2 2 2 2 2 2 2 22 3 3 2 3 3 3 3 2 2 3 3 3 ' Tipto-tip dimensions for flange windows shown. For buck dimensions, subtract 1% 2 Overall sash height. For clear daylight height, subtract 3-0/16". 3 Size range includes the standard Pro -View (3-over-2 configuration) for the given Window Height. r 4• FROM "MR' refers to "Meeting Rail". SEAM For overall sash width, subtract 2-15/16" from the buck dimension. WINDOW HEIGHT - SASH HEIGHT CAN NOT EXCEED 53. Wi 1) USE THIS TABLE FOR ALL FLANGED WINDOWS PER THE ELEVATION f ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP. 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 T OR HEIGHT DIMENSION SHOWN ON THE TABLE. 4) REFER TO TABLE 5, SHEET 4 FOR ANCHOR GROUP DESCRIPTIONS. Item # PGT Dwg. # PGTPart # Description 1 2703E 62703EW Flange Frame Head 2 2751B 62751BW Flange Frame Sill 3 2781 62781 W Flange Frame Jamb 4 2713 62713BW Integral Fin Frame Head 5 1 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 Head/Sill Gasket, Polyethelyne 22 1270 7PAD118 Open Cell Foam Pad 23 2772 72772SHK Foxed 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 Takeout Clip 27 Varies per Size Balance 28 2711 4280OW Sash Cam, Nylon 29 1098 71096W Sweep Latch, Zinc 30 1016 7858WW #8 X.625 Ph. FI. SMS Latch Screws 31 1267 71267N Setting Block 118" x 117 x 1", EPDM 32 See Sheet 7 for Matedals Kommeding 4SG TPS Spacer System 33 Quanex Super Spacer nXl' with Hot Melt Butyl 34 Quanex Duraseal 35 Cardinal XL Edge Spacer 36 Sash Bottom Lock Spring 37 Screen Cloth, Fiberglass 38 Dow Coming 899 Silicone Glazing Sealant 40 1625 61625B Glass Bead (1/8" Glass) 41 2719 62719E Glass Bead (3116" Glass) 42 1263 61263B Glass Bead (114" Glass) 43 1253 6VT48B Glass Bead (I.G.) 50 I 781 PQA #8 X 1" QUAD Pn SMS 51 781 PSTX #8 X I Sq. Pn Twin Fast SMS - 410 S.S. 52 1184 781LHPQA #8-15 x 1 LH Twinfast Screw Zinc 53 1186 781LHPQX #8-15 x 1 LH Twinfast Screw Zinc (S.S.) 54 78X1 PFTFUA #8 X 1" Ph FI u/cut SMS 55 78X1 FPAX #8 X 1" Ph FI - Stainless Steel 60 1/6" Annealed or Tempered Glass 61 3116" Annealed or Tempered Glass 62 1/4" Annealed or Tempered Glass 63 1/8"-1/4" Air -1/8" An. or Temp. I.G. 64 1/8"- 3/16" Air - 3/16" An. or Temp. I.G. �-- 2.000• .062° ,500• .8fi9' .06Y .062" OFLANGE FRAME HEAD 6063-T6 ALUMINUM 2.056" r.050" n J 3.225" Y.975' 1.125" 1 .05V 2.056' OINTEGRAL FIN FRAME SILL 6063-T6 ALUMINUM �{ I� .062" 1.582" .062' —� 1.010' OFIXED MEETING RAIL 6063-T6 ALUMINUM .050° .500- — F �— C 1.125' 2.000" oso^ — .075" .062• , .050' —r �j .926- OSASH SIC 10 6063-T6 A .rgivSg ..�., :�. paa53'i�t5 A. LVNN'IRIILL�R, RE P.EJ 58705 SCANNED BY St. Lucie County M IAM 1•MIAMI-DADS COUNTY hifiwAhw 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 NOTICES OF ACCEPTANCE (NOA) www.miemidade.gov/economy PGT Industries, Inc. North Technology FL 34275 COPY North Venice, FL 34275 SCOPE: ALE This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions", sheets 1 through" 25 of 25, prepared by manufacturer, dated. 08129/11, with revision B dated 10/10/14, 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. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 14-1105.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.16-0218.03 MIAMI-DADE COUNTY Expiration Date: May 26, 2021 Approval Date: April I4 2016 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10- 0819.05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 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 thm E-1), dated 02/28/11, and addendum letter dated 05105111, 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 5'4 Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Y' p Manue an P.E. ProductC01 miner NOAN0218.03 Expiration Date: May 26, 2021 Approval Date: April 14 2016 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'" Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial intcrest, 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 Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. Manuel , P.E. Product Contr I E .miner NOA No.-0218.03 Expiration Date: May 26, 2021 Approval Date: April 142016 E-2 DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) EIMERTHE A00 Owara FFSETMa CIIPNAYBEBE M SUMWST�D d TwsMETxoo. a. 4 d EXTERIOR °O MULLION SEE SHEETS 21-23FMHOLE LWATIMS 0 (/ �,.ALYNAXFM ALL MULLIONS SIDE VIEW FRONT VIEW INSTALLATION NOTES 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY, BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY 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 BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C. SHEET S. 5) FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY, USE ONLY MIAMI-DARE COUNTY APPROVED ELCO ULTRACON OR ELM IW S.S. AGGREGATOR MASONRY ANCHORS, DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) I ° •d n I EXTERIOR EOOE 4 D SFMCE OR M saHRY TETCUPIS RECOMMENDED FM iIft, EU D WIMALSO"EUSUTMAY ALDDSEUSEUFOR OTHERFRAME iYPFS. FRONT VIEW SIDE VIEW EIIHLA THE BTANOMO O CUPYAYPMYNL DE INsiALLFD BY TMBMEtXBB. PRGOUCTReVISSD meomplYingwlW Oe FIdNB DBIIdPI Code nuTaTb B nHenDNR go21 B AUeM I ��p1��•'V ur.NSp' G; FCORIDP� A. L('NNIMILLEYi; �.E. FL PEN 68705 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE FOPHHOWDTIFOIi VERHMMUL MULLIONS SE51) — / 6uEG� ] SEEDETALLB /_�/ 'FFF'.I+FFI'��/�I pTIHU O; sxEEra2a HOWZ M MULLm LENGTH FOR THE MULLION BEST ADDITION TO ANYANCHOR9 USED, MUST BE ANCHOREDPROPERLY l0 IRPNaI'[n wwa nrvu nnc wPc... m ..o, v,n ' MUHESTOBE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS IN6CNBEDINSIDE HAVE BEEN TESTED AS 'FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULUON CLIPS, BUT SHALL J AR NOT HAVE A GAP OF MORE THAN IW FROM THE CLIP. 3) THE ANCHORAGE METHODS SHOWN NAVE BEENDESIGNED TO RESIST THE U180. THE 113 S RES S INDING TOCREASE THE REQUIRED DESIGN PRESSURE.MULLIONS ARE CALCULATEDTI DEFLECTNOMORETHAN THE THEUSTRESS INCREASEWAS NOTUSEO IN THIS ANCHOR EVALUATION. THE 1.8 LOAD DURATION FACTOR WAS USED FORTHE EVALUATION OF W000 SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND 15 BEYOND THE SCOPE OF THESE INSTRUCTIONS.5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. ING HUG" B) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NIXT SIZE SHOWN ON THE TABLE(S). FOR H U pNTAt MULL 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST 9EEDETM E, BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT SHFJTa AS APPROPRIATE FOR SUBSTRATE MATERIAL, DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. j B) REFERENCE TEST REPORTS: FTL."43; ELCO ULTRAODNIAGGRE.GATOR NONE FEHFSTIurnN PRODUCTBMAY BE CFANYTYPE. 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING MUSTBE FOR IMPACT AND NON-IMPACTAPPLICATIONS, MULLIONS ARE ONLY TO BE USED WITH CODE, AND ARE APPROVED ANUF MANUFABYPOT.CTURED POT-APPROVEDFENESTRATIONPRODUCTSHAVINGCURRENTAPPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVH2. 'ISUBDETAU 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. SHEETSM WIDTWHEIGHT HORIZONTAL MULL — MULL URROTH INSTRUCTIONS: 30' X 3.N BAY MULL SPEC3....... ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS; 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT(L)SIFPI FOR THE OPENING USING THE ASCE-T STANDARD. MULL --HWLMULLLENOTH—I 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCPS FRAME DEPTH. 'iLENGTH r I I � �, 3)REFER TOSHEET 25TODETERMINE IFTHE WIND LOADING 19'RECTANGULAR'OR'TRIANOULAR/fRPPE201DAL•. OF NO 4) FWD THE CHOSEN MULLIONS MULLION CAPACITY RBSIFT9 FROM TABLES IA THROUGH 10A, ON SHEETS 57HROUGH 20 RESPECTIVELY. USING ENGT HEIGHT THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULUON IOF WHO ILLS SPANNING VERTICPiLYOR HORIZANTALLY} THE H LENGTHrd MFOR OUG� d b, d VBRi. MULLION CAPACITY ILBBIF1')OBTAINED SHALL MEET OREXCEEDTHE DESIGN PRESSURE REQUIREMENT IL891FT'1 FOR THE OPENING OBTAINED MULL STEP 1). n 9) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE N THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (lS&). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BYTHE ANCHORS AND MUST BE METTO ATTAIN THE FULL MULLION CAPACITY. OPENWGWIDTI S) FROM THE ANCHOR CAPACITY(LDS) TABLE ON THE SAME SHEET AND USING YOUR ACTUALSUSIMMECONDITION(MULTIPLE SINGLEMULUON SINGLE MULLION FORVERTCALMULL OPEHINOWIDTH ANCHOWSUB9TRATEIANCHOR-CLIP PATTERN MAYAPPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THATTHE REQUIRED ANCHOR FORVERTIMMULL CAPACITYISMET. '1$BE CORRESPONDING DUALS MULTIPLE MULUONS T) IFTHEMULLIONCAPACITYILBSIFPIOBTAINED IN THE TABLE IS HIGHERTHAN THE DESIGN PRESSURE REQUIREMENT ILBEIFT•1 FOR THE FROM FIGURE 1 ABOVE OPENING, YOU MAYUSE ME "ANCHOR CAPACITYADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE LOWERANCHOR CAPACITY OPTION MAYBE SELECTED FORTHE SAME SUBSTRATE STANDARDS USED B) VERIFY THE DESIGN PRESSURE RATING (LBWFP) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION .2014 FLORIDA BUILDING CODE IFBC). 5TH EDITION CAPACITY (lBS4T'1 OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALLAPPLY FORMS ENTIRE MULLED FENESTRATION &ANSUAF&PA NDS-2012 FOR WOOD CONSTRUCTION PRODUCT ASSEMBLY. J.ALUMINUM DESIGN MANUAL, ADM2010 8) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFICAPPLICATION WHEN USING THIS NOATO APPLY FOR A PERMIT. -AISI-S10DWJS2-20W i. LYNN No. 50T05 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) EITIERTHE 1 PER81J88TRAW, STANDAMOR SEETABIE$18-115 OFFSET MULL I 1 I CLIPFMYBE I EDGE DISTANCE NSTAIIEDSY 11 I., FORNASONLY THISNETHOD I I ANCHORS EXTERIOR °` a EWE NSTANCE FDRLLASONRY u PNCNO� 8 ° � Tw.ANCHpt ° PERBUBBTMTE, ° p �BFF TABLE91BdSB SU KSTRp AND Axo pMO HMEM' SEEN AS1, , HER ` SS AeM ` $HEEi1. .. � • MN2AK81CONCRETEORCMU MN2JKSICONCRETEORGN FRONT VIEW SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEOMENTTO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVEARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THEANCHOR 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 STANDARDOR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEKHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3 ELCOUFOR MASONRY IOTRACON OR ELMJWS.S. AGGRE-DADE COUNTY, USE ONLY GATOR MASONRY ANCHORSAMIAAOE COUNTY APPROVED FRNNTVIEW EXTERIOR DETAIL E: MULLION TO MULLION —f tu•MIN INTERSECTION NOTES: �(U•CLIP) 1) MAY BE INSTALIED IN'TEO OR'CROSS' INTERSECTIONS. YNs �j 2) MAY BE INSTALLED HORIZONTALLY (SHOWN)ORVERRCALLY. L 3) SEE U-CUP DRAWINGS, SHEETS 21-23 FORCORRESPONDING MULLION. TOP VIEW MULLIQY VARIES�--�1 �_ „ne.cc, ereeue L1 SEESHEET621MFOR r""'rr HO M)OkTIONS FRONT VIEW EWE DISTANCE $EETADLES MUD SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SH NOTES: 1)FOR 2 WOOOMOKED STEEL STUDS. WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES. SHEETS 5. 0, FOR QUANTITY OF SCREWS. SIDE VIEW %I Y': f HE. SB705 2/, LC Nrt6_w; �'. S L F W.. � N(� (rG A.T:YwIITT�lc P.E. FL P.E.# 58705 DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) SEEOEMLSA£. SHEETS 2 M D 3 FOR INSGNATION x TO SPECIFIC SIASTMTES. SIDE VIEW 8HmNWITH1'%9'%.IW MNLLICN Ls EXTERIOR NOTES FOR INSTALLATION OPTIONS F' 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR UV X2.11' X.125' MU WON. 2) SEE TABLES 18-13B FOR ANCHOR QUANTITIES AND SHEETS21-23 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. DETAIL G: DETAIL H: ANGLE MULLION CLIP BAY MULLION INSTALLATION P (ANGLE CLIP) (ANGLE NOTES fOR INSTALLATION OPTION G S H: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES 1B-148 FOR ANCHOR QUANTITIES AND SHEETS 2123 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 158 OR 18B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE LOCATIONS. FI.Wd * No. 5B705 TABLE 1A Mullbn Ce (fwleOkA*epwr119 ecl Table IbBIAr mlAloreloiOp6nlnB HatBht(brlpbrarlelyeperrtllg OpenInBLNtlm Md"I Tn �mB. Ilan Pe TrWdhm 10N ftg P�MWBv TgY7 PoN R ar90ler Tell. Iwh Flo gwer Tnm e�. tAh W�e¢WBw WH ft BON mdsr,,iW.s. Tlepml tON ftw�l w > v9. PoN Pe emy� T.K a. I X2x.126 AIa01T6b6 laedlW lW6p I_ Jill h qll III 7 �B&zB Y&8 2d �8 88S 111.8 Id fA.9 a3x lice SN T&0 4d Iw.6 NI e9.B 4d 10&4 SIB W.1 as IN.O SIB B59 4d Id.B ate xA 4d Ia.0 a10 aa0 10B 1d.0 NB J0.0 4d 12N WA xW axe alx B].0 N6 N.6 a12 BS] RIO 4IA 312 BI.3 2N 31.5 3101.00.5 61.0IN. Rn 4US ]N b&] RE4 NA ]el 63.1 ID 39.6 201 e0.1 n0 314 Nb).A 39A 1. )03 24Mh x% 10.8 SB! JlA 211 HNT MA 2d 41.x iM T1411'2 36.1 IW PA Rd 31N, IN 21T 161 3.0 IIB nA 1B1 RLe Iw tc/ wI nA IN 1c0 IB1 21.i6SIn .A, IN 20A iW 211 td I0A 105 21.0 1N nb ]22 139 3>.] 1M I0.9 11e IB.B 139 1 im I10 Mb 10.0 124 19.] IW 14T IN 1&B 107 nb I1.S 110 te2 Id TABLE 1B Ancmer Ce cl Tab10 be Wa-6MU FBINF." MelelYt6Ebo 8udlwl¢ amm.rcN a.6Xhro. 111'B+161etlAInBPIryIn'. YIB'FkoNYww f/4•EbPUNNM YIfi'Ebe NVRon trd'EbP UNxm AdhGelw UIIIePm AWrMw(OR)AnchorCBpPattema m UIVeCW svr o.aa'I-, M/4' bVd' IAII' 'u'ks 45ab BW Ib 1d1 Nx RI IG4 RW Id mi. IIBbX Srd ld BB11b d61d N1 Nx NSlre YaIN IAmlwl®4.iS MN.0.0. 61eMmOwQbM PIP 1141k SWW Sdb &W ld WA WA WA WA WA d36n R&M1lb 1110b 4AM'Mw®LIr Mh0.M16bdW(wOROUCOp (F{1. Rk NBW Ia RO WA WA WA WA Nald 68011a 16WM d I110lw 4MolYsOYAVna.c.IWRasHgb G1F¢r0'a ak iW bO iNW BBe be 1wRld I6WW a6M aW IW wA rWA NFA A WA 110 2Arc6¢.0o1a•6w.G.c/uarol •1 dnlN Ipw Reim Reow aMm 6W. az +Wme 10VA 2wA 4WA eWld 1NM 1od +WA aroma 1WIN as lee WA alma NRId beDme E Adlw0 t.+r Mb.0.G]Ftlb(F .B NObe ]50me WA WA WA WA 1W Id WA WA WA WA NOTE: FOR THE OFFSET CLIP, USE THE BAMEANCMUN FAl AND CAPACITY ADJUSTMENT FORMULA: EANCHOR CAP..e.e._ _ANCHORCAP...MULLION CAP.,•,,,,•,S FORMULA TO OBTAIN THE'ANCHOR Y REQUIRE[' CORRESPONDING TO AN PRESSURE REQUIREMENTFORTHE G, WHEN IT IS LOWER THANTHE MULLION Y (FROM THE TABLE) OF THE SELECTED . IT W ILL YIELD A MINI MUM ANHOR TY WHICH MAY BE USED TO QUALIFY NAL ANCHOR OPTIONS FROM THE R CAPACITY TABLE. FIGURE I: FIGURE 2: TABLE NOTES FRCOUCTRSYISEU 1) SEE SHEET I FOP INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. PI mmP1y01gwINtlP Flw SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. .-1 two. j^ n.(MieCs& A9wpland Tb Bx ball Dab 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPENING WIOTHS IS ALLOWABLE. FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 2143 2.000' FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS, I 12G `a1 (LYNN hfI L ♦1 ANGLE CUP MUST BE USED IN PAIRS, 4)SUBSTRATES: CONCRETE SHALL CONFORM TO AD[ 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED ON WLLL BE PREG$URE-TREATED r �Q•, .�pENSF' IL CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G80. WOOD 9 FlOURE 4: FIGURE 6: FIGURES: YELLOW SOUTHERN PINE WITH AN SO OFO.66.ALUMINUMSHALLBEDOOlT6ANOBEAMINIMUM OF.126' jI�I II_I THICK. STEEL STUDS TO BEAMINIMUM GRADE 33 AND.046'THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT 1"%R'%.126'MULLI0N jf; N1a,.(�5ST0G • TIHE MATERIAL. N10& 412 ANCHORSLMCHORS INTO METAL SHALL IINTTO WOOD MAYBE STEEL, 1188B.S.ORDAT 40&.B,T 3 CflEW THREADS BEYONDTF.[ ti FL TABLE 2A Multlan Ce eo Teble Bm1 OPenwD WI6N0wwricow-ga Pl Nln Nln f01n BON II1W0m)or0enlnUHs1hA(forlDOxmBeW"I'll Nln 1NIn tnWOm) IN In 14011 ISBN 1Y2X.97& flalugelY 1na0NB TropllAuq. RaWIroYu LNJIN TapinmG -NNB RaBmgWN LaaBBq lropetlero. LIN RmmroWN Tm3IMW. LWBIi§§q P101WquW RylrOaro Loe9re RaalereYar IIITNITII LW]W q. LWNre Rm11roWm LOW Tro(/Nero. Lp�§N NeaW2Yv SneW inpinare LepBm PeemnWW laotlln$p napn4Wp 1a040q AlUNhiluao0 , gLm9ry $$LWero II $Lp19rD 8 �t gag d I pS @ II g 3 pi g gd g8g� g p� 8Z pP Vol Imo ON ITao An twd BN Imo ITe iai � 1mo BN n3e ® IN.6 BIB tag m INS Bm me Sol tme Ni Ima BIT BID N2 1e80 517 M7 m leap Bm mN m.e wi t9aB Np 1w.1 wl 1nx 1m saa NT +mr m3 m0 ear 1Bxe 3n and eN w.e Nl me am NB sea eao See au Ni v20 m n.0tO1i N.1 Lb IN t1lB BaJ Jfl 19B BSI iL] ase NO 84B 80.p 3H ne llt 61.0 dN IN mB n] 26I 3n BLB WI I98 IBO HB 573 JN J10 61.8 lid dN IN e1.3 65.0 NT ]IS OLB ISB N.0 61.B 3N w9m6 ]}D 1N 100 m0 BLB 11B ]11IAmo ONN WN nN no no NB nl No ]N R2a No 61.I 40.0 n.0 No 25x AO IN w.B HO 9&0 N.O mI VI 2e8 23B 61.B I&] 121 n2 2M 20 2A IS, He. MI n1 mi YN 2w No 2m M.x He NIS ..4 No 241 'dt +N 3a0 a n2 2].B No 91 'NB No Hp 38B M1 noiN m0 ZJi ]1B B6B ]B,B --- B.b JN ]w No ISB ]}.t B1e R31 iN R1A M.1 IDB 'AI RI ]B1 'IW 110 A1.x 'dB 2531 TnS ]1R ff2l�. In! >S6 R0.0 N.B 93]2] ]90112 250 Ill10.8 10.7 LI Al No 10.6 no P.7 R53 RJOWN RN IN JWT 18.8 tie i8N 80.0 in 3RD 29A 1P tN 2e.0' 'A.0 Rn In 9.2 MI 1m IN ]LB 202 2n IN no T20 1m 1nli.iIN 18.2 20] RL0 +m m.p RN tB.T iN +89 2n 10.9 tN 0T 13.x 1Ntae IBx 10.1 .vI 1w m.p 19A tmIM 1N aB 1n 11R +30 NN 1fl8 1N 1p.0 12e 1S1 IN i81 1N NN no 1Rl no 113 rnnLE �n AgnorCapoolty Teblo Ibe eWWb: p.il Caenb J.SICmp. MOIXM P.pI FNMFMU PT MFtl IMW NIY Dw 111'89E1N NIYEYD 4C 88 Ek0 e+08W 1128m1 NxwW iiotwTi Ni6'Dw uglI. lw• uWsm unrcW NIY Dwlnmeon tH'wwtlnntw, AnmOlb UppNl A�PeDIb 8-05) N1nfa51 eamw(051 Anchoe CNP PAtleme EOMCNbrcA pro 1' bVS 1' DVY 5.110' 1' R-Vi' 1• 21? Y 14B' Y 4N' ON 0.2N' FAb6mmlm- Lvr w1• 1N1• wr z 1.u1• Lve• wH• ivr uv1' uvl• z tmr 1.Ve' 1eW1 znrc ®I.Js•MN ac.IBwlmmaHDmtGN(BIa.1a 9Nm ]mm INm Nam 1B11m xi0m awm sH1W Holm mom] Beam walW 111m u21w aBoa IAmlmro Dl.IYMNO.GIeuWeN (rcgbe1101p6q. 4i INm iNW NIA WA WA WA JBObe WA WA WA WA WA 032m NSIBf I1Nm 4 AttMe®Vn Mm I0RABMyMOIa/(Fq.3k JNb INN1 SN ba I 15BOm I 1NBm i 2NIb r1ela 0.tl IN 142m N2b NSIM 1+Nm 2Aromm GOAYMN.O.G /Ue2m. NN.1R5'Alum. {fy.Ik wA WA WA WA N/A WA WA wA WA WA WA WA WA NW i15m i PMIKKIFQpIFq.3T 1Nm 1BSM 235m NSm Bn lb 111m IIOIw 1221M ]i01b 131IN 13im 12>m IJOm 24 :7. xAmhn 1.tY Mm. q.C".IPIS ek 2Nm Jbbl WA WA NIA WA IN be WA WA WA WA WA w1m N31W 6Nm ume. eno rue nccecF 1Ic I ISF THE AAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. .ANCHORCAP._ FIGURE I: FIGURE 2: TABLENOTES: Ncvc Qr74---- OWMbq Mde 1)SEE SHEET 4 RINSTRUCTIONS ONUSINGATION METHODS. AND SHEET26 FOR INFORMATION ON VJADINO. 1�, r gWNRpw�M� -0 SEE SHEEf82-0FOR GENERAL INSTALLATION METHODS. r R) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS LR ALLOWABLE. I MI14.1 Ft0Am1 FIGURES: 3) MULLION AND MULUON CLIPS SHOWN ARE NOTTO SCALE. FOR EXACTDWENSIONS, SEE SHEETS21.23, 11 • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-2S 2'� `�t1 ON•(LYNAy VLENgF'��eP ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES: CONCRETE $HALL CON FORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GRO FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. UT -FILLED 376• CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TB ASTM C410. WOOD SHALL BE PRESSURE- TREATED _ T�� No.58705 FIGURE 4: FIGURE6: FIGURE B: YELLOW SOUTHERN PINE WITH AN SG OF 0.63. ALUMINUM SHALLBE 608 T6 AND BE A MINIMUM OFAZ' p X V X.376' MULLION ' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.04W THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT C(- I1IF�'1RI LEAST.126'THICKAND ASS. ALLANCHORS INTOMETALSHALL EXTENDAT LEAST3SCREW TBREADS BEYOND p'•, 3� O b (y� II II� THE MATERIAL 010& 412 ANCHORS INTO WOOD MAY BE STEEL, 1"S.S, OR410 S.S :Q�•., 811. FF &` TABLE 3A Mullion C.PNffy Table pluil Opening W7dM(forwNral"aard mUllo A)wOpening HelpM(brhefitudly-apeMiO mWlom) mi. Jet IxOb 1101, IWF WN Win 701. BON RHN�gIr TiyYirlMB. PerenOrr TrnWMenp. PaonnBUer .TnpTrlerlp. ReelrpJr TeyLAmB. WHepply TnilMelp. PrbnpAr TepTderq. 1%216% badrW !n LpednB LBaNq laedp0 1padnB LWdMp L= 1nSO .776A1um$k en ona g d gT j�jxffTyY1Mrq. �p wiv, wt-v-� tl d tit J if Oggg pDp J g� O g8g'ggg y§ g pffi gg gO pp gg I/OA 7" 170.0 470 170.0 6N 1]QO AN1NA 092 IIQO SIB 12.0 11W 110.0 6L 1&0 110.0 6]f Ull 1!a R0.0 WI tl).4 INI tiOA 6L 111.6 Ia01 1W.0 WI 13N 1m.0 BA 11a0 Q! N0 170.0 6N 1/4.0 IlQ0 6N 1M.0 116] R0.0 Wt b1.0 11N Rao 6r/ MB 1NA 11]B Im.O BW IfJA IQB 1N.0 WC BIA 110E IN.O OW NA 11N R0.0 Wo IBM 1]0.0 iW IlaO WI Nl Ib.0 N ad Got) BSI 101.0 tON9W IIDA W/ iNA 1W] fIQO t21 IN A 1032 1709 II] 117.1 1W3 R0.0 ]a 91A 10N It0.0 T56 N.B IW1 ROA IN IQI IW] ila0 ]N W.enON 1]0.0 ]O 110A I'll FOR IW.9 Me lima M 1WA OW f16.0 111 NO Wi IILI T10 NB 9W 11a0 TW W.I PoI II0.0 ]W Wb BW f10.0 ]09 aln 1)0.0 10i 90.0 BII ISI BW 170.0 601 IN.R 1611 NO fib WA TN BI,B ON WA NS 91.0 5]I 11.1 1N 81.6 a1 WN tU.t 1N ISIA 6N IR.B ]N 1]0.3 BII INA fa 11e.5 No WR 1N '11.1 6W 70.A IN W.4 bE] N.6 IN 011 1WA 6W 111.E Wl 07.0 BW ma a1 ]BA 6N B0.1 SN 01.] 6N W.9 at WB aW ]B.B SN W.0 BN ]6A 6x1 N.S ]0.0 WI N.I eae 15A Nt WN 131A BW I100 6!0 W) W.1 011 10.1 Wl 65.0 WI W.3 W] 11.1 IW Sa.O o01 IIA H6 a.0 BW BIA I01 11.] 001 WA Oa 11.0 BW W.1 HI N.1 W1 BE.l 1fl WN 1W.0 W] 1121 !12 60.1 610 W.0 IN HA 610 119 IW W.x SIO H.1 OW 3!A !10 NA JW y Y!N a.e a6 a.6 Ha W.0 blB A.0 W aA 10 W.a IW 61.0 S10 61.0 IIY IBI b10 615 110 10.0 Y&> aia IBF 80.1 IW /I.B WO aA la 61.1 SW 10.8 /W W.1 N! H./ IW IBA 'JIB a&e IW H.B af] W.1 I30 IIA 28B 2&B IW lit Na •N.0 IW aAa aa9 31.i IY NA aD W.1 IN M1 100 JSf IN IO.B 536 321 IN i11 141 20.0 IN aA NI 3.B Q! SI,B N1 N.1 /N i0F &.2 1]S 6I.0 NI W.6 I1S W.0 J]J 1l.B Ia IB.B JAB PoF 11a 0Ri H.1 ]BO N.0 N/ W,/ 286 W.B Ni N1 xW 521 v.a 115 NA BIT N.7 MI W.0 an 11] W6 1]A 1E/ 21.0 2W 11.8 W] 19.0 RN WF NA xW NA Wi 'Af N1 NA N2 24A N7 W.0 N1 IIA Ui AI xH 19.1 26] no 240 171 NI IBA NI 14A 267 16A N] IWN N3 241 N.1 x0! 20.R 13t W.B 1a 11A x2l 16.0 106 10.1 Wl 1&0 IB9 11110 na3 215 RA IBI 10.0 213 10.1 IBI 150 216 IBA 166 1W In IlA 1a I1.9 iB1 TABLE 30 Anchor Co 6d 9.WfbW. Table IQa BWfIN1¢ x.il ru4rek UWtlx CNU FUN CIAUfflN' MCUI wPEkp ild'BB Ebp MtY BBp 1N•88 EIN.1 OUNNI ftwTVK will 11MOM 111•FkOUWrm MB.W Y10'Ebp UWout 11411WUlYeOm AW Ir UMpan AWM{elr(Ua 9vM1a5I AnchorCllp POtleme Rmwasume(In} r Y+? r 2-Ill 1"' x.1rr r 2.iR' r w1r s a• Bam•1.Ya 4w• LYq• ++YP s I DRI• bIM^A L+f4T' .eMsMe. IWlprON<Ua1000]. .. IMOO eWMs tame PIO We Iba Sa &p i1oW Jtl lb aglpp WBaeIN Ib 11A roeIMU5AWN00"I'l 11 IWM 7o0MF HU WA WA WA 9W Ib WA WA WA WA BWIW WA IBWIEaIb 11W Ne Jk iWBa NO Ib ONMr RWIb IBWM00e 6WI05 WA iWBn ]IBIb WA WA WA WA Wp 116Ne 2 Arch0r®0.10• MN. a.0. I l WB ARS• AMn.IRo�11: WA WA WA WA WA WA NN WA WA 3N169 1Bx I0e 15x 10e g15Ne 11U ae R]I lb xbl Ne t ArL1YNlFaNffblk 1WAW 1fAW Mi HlAe BII 15Jb 1g016e 1r11W WA WA WA a11W IISIN 6W Ibe x ArrMn O1.1!'Mh O.gIFQIp IRp.B' RIOOn SSOW WA WA _-WA^•^^IOA'^•^^W lae W�_WA NOTE: FOR THE OFFSEr CLIP. USE THE FIGURE I: FIGURE2t FIGURES: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: jFIGURES : FIGURE 6: Mee ; • Ill ... -..,=-- -,... 1,�CIRCLEOVALUESAREUSEUIN Ent EXAMYLEONonmray. TABLENOTES: 1) SEE SHEET 1 FOR INSTRUCTK)NS ON USING THE TABLES AND SHEET 26 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 ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (COOL) SHALL CONFORM TO ASTM GBO. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN GOOF 0.66. ALUMINUM SHALL BE WB3•T6 AND BEA MINIMUM OF.126• THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND ,046' THICK (18 GAUGE). STRUCIURALSTEELTO BEAT LEAST.125' THICK MOMS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 410 d #12 ANCHORS INTO WOOD MAYBE STEEL IB-B S.6.OR410 S.S. -ANCHORCAP.,,• TO QUALIFY FROM THE hD.11i i de RNOuq LbNWI III ze 2.i� � Q��t; •'\kf.ENSS •, �JYi Blo. G6705 ',% -D FV B P X2,T6•X 4IT6 MUWON TAULE4A M010on CAPRORY Tebb Ibs/Ar OPord"a Width (for\oRmIIVY apellilp m mOnS)er0pe01nC He10111(rormod mfla*SpelnlO mUARA) SON twl0 130m 11041 1wH ON Itch ToN mh 0x2.Tei Reclalyr LOednY TrOP'ldeq. I<8.119 R91erol6er -S my9fdonp. Emdne PBCN0P0Br beMp ltvp'itl®Ip. Lc", R6Nrodv LOBdro TRTI10erg IaQro flxNnp6r LadnO Tnyt6Mp. Incdre Recl=.r LoednO Ln.Alp Tsa' RBIwp6r Wft I1ennlnB. WON Rdrplr LaMp mgmero, LmOIM flwWptlr Iw6M TINdrAmA. I.wdnp Iu A6T.Im 3yp� 'pg§ �aU Ag$• 'pQ$ yy¢ � yy& 6� �qp• U a6 yp• yp$ yy$ yy$• yyy gn$ 6 h $ d 'nq{ U� 1,h1111f1 O G 6 6 (i 1S�tr � � 011 3 U '3g6• U g� yg}• O� hil d�h @MupOR CIS 11mol on Ilmol 435 ImA 1N Imo Im Im.O 666 17ow NO 1ND Om tra0 519 Imo RIB Into 631 Imo INO Irao sN Rao 14U Doo at Isar Imo Ima 521 IXB lmo lmo at NH Rao lm Rao ON R0A No lm0 6w Rao m Im.O w0 i"A 11m Rao m1 t"A INS Rao wr Doc 1417 ❑a.0 0w tal.r AIR Rao m0 INA 1fli Imo Ow IOW HR 110.0 Bm mAmN Rao rar ROA 6m Im0 wo ImO WI +r0.a law trno ml trOA 1I0 tra0 TSs faze Alm nao m 1NJ 13a Irao rm I31A Alm tr0.0 rm Ia.s 13m n0.0 rm mA Rm nO.O rm ab 110.0 101 1r0,0 M3 1r0,0 4m t1a0 s01 1r0.0 1116 R0.0 ra Im.T 11m Im.O ew 1610 Ilw 1m0 m1 1m.6 tlw R0,0 ew Ims Alm Im.O ml m.t Rw Im.O w1 mA Alm Imo ml mN 110D 6m 1100 ml 110.! Bm tw.] iet Im.S 016 1Ns ]1e Ims N6 13ZJ ms wA B15 Imo Tm w.9 cis 11m, 1m i]2 916 1V 716 m6 016 114A 76 w.0 016 11u }IS mN 151Jt sm JODI 710 IM5 on IWO 6N 105 0w 1232 at WA 0w 112] Bm aA as IN.e w0 no w0 VIA 0a ma ON NA NO a2 Bw N.1 09 47A ON N.1 BIB p L mN 1R.1 767 Imo Bm IWO 751 tio.0 Bw BL l51 Im.p BN w.5 mr 00.1 614 73A 161 a.1 w6 w.0 rR NS ew N.0 7a m.6 aS Ir2 mr m2 ml 13 r6r m1 al T!M IOI.i em +m.6 sm NAi mB ND Sw Yt2 Om w.l NO mA WB 1L' e]f m6 BN mb 514 m.0 wa we 6m 121 BY B72 m0 mJ 6Y eA] Iw NA em w.t Iw mH rBM m.6 80.0 6rl a0 w.l m.1 IN IN R1 m.1 fill e13 m.6 Im B. 57.1 al 612 OIA eLl 419 Im a.1 w.0 RI at m.0 Sal 1I1 Iw 16.0 111 fill al &5.6 61.a IB/ NS N.2 10.0 er1 ai 61.0 /},0 4m Nr no -S 511 N3 a.0 0.0 NI am ssB mA NJ 6w II.e 40.e Nr Im m.0 36.0 s71 6w 4.5 10.1 NB W BOh 6z1 Iw 6J] m1 w.a IOI ISl ?m ]1.2 10} w.0 NO 926 IOr m.J N9 mB IN 21 mB m.0 wl 3a0 2N 31.1 Iw AI ]it 10A Iw N.1 ]m IBa 101 m.a SIB mH wA ]m N.1 ]m me J60 172 ]II NX no 3a as JN 23e ]56 m.1 300 N.e NO 24.0 3m 1}.0 35s 'Is m0 1. No 102 to lob ml m1 m.0 2m m.f =3 mB 251 Nr tDo mJ IM, 2N 10.r M 1&0 NO I&1 mt IBA m} DIN mA Nr M3 1w mt m} no I% I. m as mS Ir.3 m1 16] mt IS./ z01 16.6 me 1mN m.o as at m0 10.1 No 16.6 Sm 302 AtlLE 9H Anchor 6WIMY rY OYR�tl1 AMnrrypa. NIT EbBUIVe9m tR•Efro ONum COpactly &ev Can. N1PEko DN.. T06b goal 12 kMIJ Iwoa+ U wo. 1M 1012 111.89 Eko p16•Eka 1AWB Nse HO BIW H291W /1291W NISEbe OWrm 1MEk0MO1cc0 Na W. App9Gelr 6emvI0N eBmrIGN Nmrlasl AnehorCllp POtteme E4NWRm.P. 1' ].1? 1' S•IR• 16B' 1' 9-trf P 21!!' Y 111fi T 0.w' ETtMnMI [ Idll' 1N1• FNI' 1.Y1' Y I IdM 1 1-114 1 1-'-' 1 1-111 1 -11 1 1.1/P Y 1ST I+M' 'uMe tAncMR®I,fYwln. aC.rBlelgFealMeBl DipRb tk Jm� 3w N3 mW Bw IM Iw11M NOb !-w )w1 110 b3 Jrllw e611w NBIIs NIM 1121b LmW If201M IA. lnnNI.1S 6a.0.a /elwvelr0NdlCq ffb.2t Imbf rwR WA WA WA WA NOIM WA It WA WA WA m3be BI Ilmlb IMCMn®J•Wn.oalRImSANb Rips/ffb. ]t rw Re ImrY w00.1 1- 1 wmlb wBM Swla WA >wM rlBla ee0lhs t60r lw o#W Ilslw zAmM+Oo.w•Abv as/U6p, Y49.125•AYM.ffbIt WA WA WA WA WA WA WA WA WA WA WA WA WA mtla mDm I NnMrF-lyp OV. st t03¢s tm Ov zmb w'NO Oxl tte IJeR NBIM Inb Jmfm 16r1m ss21w ImW t1B ¢a wpb OM11"o-A a.Z. SY B[ NOM 9aen WA WA WA WA tw ¢s WA WA WA WA WA Mlnr N2R SHEET 24, .,...�. eno I.. nC.ccr cl FP 115E TI ALMP AMMOR PATTERN AND ANCHOR VALUES AS THE STANRARD CUP. r--'N11.1I PO MAII APR ARE USED W THE EXAMPLE ON FIGURE I: FIGURE2: TABLE NOTES: 1)SEESHEET I FORINSTRUCTIONS ON USINGTHE TABLESAND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDMR OPENING WIDTHS IS ALLOWABLE FIGURE & ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE FIGURES:. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM CeB. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE B003-76 AND BE A MINIMUM OF.12T THICK, STEEL STUDS TO BE AMINIMUM GRADE 33 AND AW THICK(18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125• THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST SCREW THREADS BEYOND THE MATERIAL 910 & a12 ANCHORS INTO WOOD MAY BE STEEL. IM &S. OR 410 S.S. .ANCHORCAP.- FORMULATO 1'X2.15•X.NVMULLION ildic, cdc WaRut� I IilA(p.C22d' layptnmen .N No ,pfnlim DAO IQ01( lion fiery i 1,6 ,,S/ONA- EC,�� A. LYNN MILLER. P.E. FL P.PJI 58705 TABLE SA Mullion Comity Table Iue OpoNOO WItlN (formANgY spatibM mdl(au) or0 enlnB Hd8hl ((0r WotrldP $Pemre malioN) wF NI0 70M NF won 100E 1 logo 14GF INF 1"X3.12S'X R=w loWn fieWNv9. Lat9ot Rxwwu IASM9 Tap'IXeny Laden Re ww- LoebM Tq/map. Loadry R'"ON, I00d59 Ren'm[nB. La0n9 Ralonp4v Inednp Upo". U ft Rdo,,O., LadN TepTJI" WdD9 R Wgw IDednD TWOO&q. UWN MoWrW Lo9dp Bo19TUuq. Lmdl Rwlanptiv lae&q Ti lBitoo Losdn9 Tu60 Mull .Tolls W11 6g d4@ cgs p �$ ddS 5g g d ®� 3 ya p qg 9B pA�y9g dHe $$� ik fill, 92 3 I �@ �p � @ aSiG fill �gR r�p�g C IE q�a 1gg 14$1 fill, ql, 1. 1p ag I Iya ®I Ia I {2q 1NA eM IiOA wS 1m0 744 1N.0 478 INA BN 1N.0 NB IND BN 1N.0 MO 1Taa ilia ROD m INA 1Ng IN.O 521 1)LL0 HN trOA NI IRA Ins DOA 621 1MA IM ROA NI NM D0.0 iW n0.0 sot Imo ON IIVA sm Rao oW ino NO Imo 113, R0.0 NI 17" ISM /NA 6n PLO HIT Imo ON 1573 0.0 M IN.' tan INTO 8N I nx ISn 17U 8N N.NST 17N 747 170.0 SM IXD BN 1N.o NI ROA iW8 Ro.0 W4 JIM 110 RAo iN R0.0 INS 170A 7R 1No lw4 1m0 iN T413 0.o 7N 1215 14M ITO.o D5 tosg 14W Rao rN NF Imo ml Imo 612 Dao M 170.0 Nt I79A 1110 170.0 IN im4 IDS 11.1 IN 10A1 14M VIVA N7 10.S 1401 Imo ON 124.8 oA N1 IW9 Iwl 7" NJ 014 101 VOID NI NF 110.0 005 'Too NJ 170.0 Ion 170.0 M in Jim Rag M0 Nor 11M 167.0 DN 10.1 11M 1MA 017 111.0 11W 149.1 DW MS w9 N3 IVS 11M IN.e 9W OBI/ flog 1NS BW NF ITO.g NO Imo 746 INA Ion 1710 ON 137.0 ww loss No 119,5 IOw 141.7 eN IW.S ION 1310 BM 0.0 IND 1216 NB 70.9 10A 6N W.5 1NO 118.8 410 60A NIB 1159 ND r, p NO, 1N.8 B55 11A0 188 IM.O AN 151A BM 110.1 OM 1311 I08 INS ON 121A 116 B2B 9N 111A IBS M.1 OM lost 161 6D9 O 740 0.0 NS m] }w 521 ON W.} )N 9 RN foss N1 1NA SD 101 N1 114.9 eM 91A 50 Igl.l M0 5A0 Sol 01.3 ow }1.4 6N W.B N0 NA N] r6A 142 N9 .3 Nx b.0 N] 8BA NI w.t Nr MT N7 MF IM.2 tt1 Ilt.l ND 01.0 m 01.0 BM 18,0 HI 85.1 NS NS T21 NO 60 w m no WO N.0 ttl am 570 w.5 A I see N.0 ttt MA 504 94.1 ixl N.i 001TOM 101.0 BN 105A M0 N.2 ON MA M7 722 BM ]B.{ SM B11 MI 1A4 MI M.1 BB4 NA M8 N6 NI NB $51 411 U MI M.1 5B1 M., 6W 31A BH MA 5NMF n1B 514 0.0 ON 61.8 514 51.3 MB 47.0 514 N.0 NO 0A 514 N.e 4M 3n6 511 40.6 w} IIB 514 37.3 ON VA .0 412 oA 514 NA 4W 29A INWh152W 3N M] I52 w.0 180 MB I52 NI 9N M.1 IN MA MB D.1 IM m] 3Y4 ]20 .8 9Ni9A 152 N23M220 W5IWF M.i 3M SnD 322 91.1 N1 927 917 271 257 2A4 )12 II8 M) 253 3W 11.1 35) =7 No 10.0 MI m0 2B0 15D 1SA W3 I6A 357 152 20 J"161�4 I5.0 2M111E 311 8M 09 WB 20.2 M0 M.1 WI no MB m1 ]N 31A MB 29.1 3B3 109 iil 2a8 306 1].5 ]10 19A 254 140 103 No 126 018 145 3M I" 2w 1MF V.7 2M M.2 1N N.1 SM M.} 23p f0.8 200 m5No 110 ]M 11.0 ]N 11A DA 210 B.B WB 11.4 2N t0A 212 AnCN0rC1IP PolhOmt Ax0vT5pe Y16`EIw U]am� YP FYDUIvton UIC Bco Ntyon y14 EkDUWWW of ElD61v[M vd'89 ElD /s71jWHo! viz Fke UMUD> of ND[D PMMdu 00Mae 6[MItO)StIT M26vAl (ISS) 0201v1 8[M N5) t'dDS0[bne6q P RN2 Y 2Nz S16f 1' 9vz 1' 2vz z a1R z ale• 0.M g91Y FIGURE I: FIGURE2 . • 1111 • . FIGURES: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE6: FIGURES: TABLE NOTES: j 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 0 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDTOR OPENING WIDTHS IS ALLOWABLE 1125, --) vANCHOR CAP._ I OBTAIN THE 'ANCHOR CORRESPONDING TO AN OF ,I.Qow� 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 2I-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 2143. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACT 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED t6hr0 CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED I YELLOW SOUTHERN PINE WITH MSG OF 0.65. ALUMINUM SHALL BE 6063TS AND SEA MINIMUM 0FATS' l-X3.126-X.5'MUUUON THICK STEEL STUDS TO BEA MINIMUM GRADE 33AND.045'THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT (l-VFMULU0N) LEAST.125-THICKAND A36. ALL ANCHORS INTO METAL SHALL EXTENDAT LEA91`3 SCREW THREADS BEYOND THE MATERIAL 010 &Al2 ANCHORS INTO WOOD MAYBE STEEL, I"SS.OR 410 SS. • F � T1T . �Ti Nu. SB705 •, r A 6tATf: Z ONA1. 11%1v A. LYI•I IMLER. P.E. I ABLL OA MulOon Cftp4CRY Table(lb9111e OpenlnBWNIhV0`wN0e"Ond10 Wh Win loln BON m1AIaN) Of opening weight BON (torlollm my-speMng mwom) IOON INIn 140N IWN 1A4X.126 RIAed<'N ¶lmOnO Rl0«N^mP60er BLpM beOW NLOnOre RW pm Iw&n00 LolptlOgp AW 'Y. pspe�er T°MnmO. RIM6e&IWNIY ha . ar T]`MMnJ. Ram gM Leo m lumTube 12h 1170.01 ON I II0.0 1 435 IN.O1 }M 40.0 Oa INA Be0 1710 We D0.0 N2 1)00 MB I70A M10 1N.0 W1 170.0 1W0 11A0 en 170.0 t4» 1T" W1 145A 1409 1704101 127.8 NW ITOB W1 10N qOA TO iN.O WI B0.0 5W INA 6% II0.0 BW 170.0 BW INA 11» IN.O W1 110.0 1376 170.0 Off 1N,J 12W f70.0 M 130.3 IS» 17MO BW 111.1 IW) 170.0 BW BL> 1]W 1m0 OW WAMIn 1t0.0 iQ ITPO W> 170.01 0W I ImLsLf INA Im INA ON vul 1195 INA 1 7" IMiTl2Mj DAO 747 Me I IRS I 1N.0 I In 117.1 1129 1 1N.0 I MB I A 1»S IN NB 87.e 1 12» 1170.01 1W Mh limal 797 I}AB BS 170.0 0M 170.0 Wf If0.0 1116 00.0 ]W 1H.1 11W 170.0 8W 1>t3 11W I10.0 0» 1210 1158 INO BW 1020 11N 1N.0 W1 N.2 11» INA W1 772 11W 1T0.0 O51 eBN bA0 B05 1N.0 NI 1m,1 W2 I7P0 M NEB 102 181.1 »2 126.1 1W2 IbA 50 111] IN.O IW2 1m.3 T01 NA 1012 12M N2 71.6 1Wi I25.1 )m B2.5 1W3 115.1 M2 0]In INA WO II0.0 745 1312 0B3 1».0 818 1N.B OR INA NB MA OR 131A 74 10A0 W.) BBt 1140 ]W NA ON N&4 745 0.0 B92 10.0 iM W.l 0W 1WA IN q F5 •] a Wh 12In lBh NN BONBOA MN INA 1}5.0 116.6 1WA Sid W} NB NR 1R1 4M 110.0 14LT 16D 72i $71.640 1»D 1112 9A.6 B0.0 M.O 11d WI W0 m ]21 013 Ii0 14&0 NIA IRA 01.0 BO.t 48.7 NO NO e53 fi31 IM HB I&I 07.0 03.6 l&] 10.} 10.0 Wt WD lO2 ]2A W IN IN] IMP W.0 W.0 62B 13] l00 iW WO WB IBB 113 IWA W.B N.2 68.e ».6 »S W1 NB N3 1N M) 4M 11},) [6A 00.0 f1.1 4).1 ».B )W B% ON 090 4W 40B 01.9 76.5 W3 POP SB.B 31A 4N %724' 31.1 ON 3 4W M7 Me 6i.6 »A SI.B 20.) W) WB N2 RI 6U 41 IW.2 B2] 6&2 83.1 30.5 O20 lYl ON 613 5» NB ]N 60.9 WA 46.1 4A6 N.0 AB 047 WB NO 724 ON 4N MI 76.3 62A 5l.3 N.e N.1 7N 09 W] 573 ISB 1BB W.1 48.6 41.] SB] N.0 m.5 WI N9 M2 724 HS OB me N.5 bB.B W.3 J11 2fi.8 }It m 89'I W7 I30 SW 61.} 126 W.1 0R WB M2 W.0 R.4 60A W.5 Wf M3 }11 On W6 fb5 138 310 1WN IOd »1 ».b ST! NA 336 N.I ]l) 22.0 Jtf 10.0 SM 18.0 1f0 t1A ON11.f 301Ill I In 37.1 w N.B »] 31.0 310 W2- NS J51 2M ]m NO »1 POP In tee »7 20.1 W1 1&4 »] 1fA NI INN 2M SW 3.0 2N N.6 M 25.1 274 i8.3 SOB te] R61 1%3 ne 1].3 OR IN I° 17.0 213 RZ IW T AHLt UU Ano or CB sal J.SM Cap. TabNfibs) HWMCMU BubMle: 2.7A WnMe 19MCMU BTYKB Melel 1N'98 Eb0 NIY EIO° 111'89 Ek0 a109ke1 p1291M1 012a1eq ryp°' M10Ek°Nhxan IN'Eko UNepm YIO'Fko MVOem YIY Eko MYs°n IN•Eb°uNum ApprvOYo' uYwan aWlwela eanx (OSI sartN109) 9e,m(o0 Ancb62C11p FROme P 2d6' 1' TIIY 11/d' 1' 2-0I1' 1' 2-0? T }11Y 2' GAB' 0.N' a]N• E626 dnNn0p (mC EmbeWnMl 1.YP IU4' INo 14C P 6114' LIN' I.1W SVI' 1.111' bIN' i 1.Yk LM' `e,be 2AroK 014.iY MN..0.18NMl6aMel CYp (F'q.la2F ]NM JW We IWM BW fm 1 IIW 2}Olb 2BY1M ]W N6 )10b 0ll lb Ba1162 WBIN W1 Nf 4RIb Walt 11m Na IArolpn ®23Y Mh 0.C.I6Yrba6 (a OhetlCfp 6b]3 IWM iW Ni SWW IIIOIN pS: Np WA 3W Ib WA B]OW WA 0AVAe WA 182M 0a51[a 22101h PAmMp®1.16•Mh.oA l6lupaJ (a0®e11Cry lFb.lk 060 Na 11W Ibe WA WA WA NU. iW lbe WA WA WA WA WA 13aTWe 1tNde 4A Nne@WNA a,C.l(2199AyN�plEb.63 iW IW IW Ap 9a0bf 15W IM Ia09b MO.W 35PIW WA }aa Ne i191b 89a1b 1Wilb Mi Ne W51b 11Nb Iw OAmMe®TMN dGfQ12a5 AaM Wpaf6b.s3 11701w 1 II201G IONNe »I01Ef RWI. MObe IWOIGI m M»I00 ROOM WIM 1WM UN IANM. 0 OAY Mh d.0 IUQh Nb.1RYAum.IFb. N: WA WA WA WA WA WA WA WA WA WA NIA WA WA WA W WOIW 2A6AIpN®2.25'MN.o.CIF VQ.OY SSOM 2N1h NOq tO31M 47OW WA 1W IM WA ]ISM WA IIOM WA N1M 112Ile i1NM NIA WA 091M 6651es ANOnOhvANCMOR CAP... MULLION CAP.,q,,,., FORMULA TO OBTAIN THE 'ANCHOR 'REQUIRED' CORRESPONDING TO AN 'RESSURE REQUIREMENT FOR THE WHEN IT IS LOWER THAN THE MULLION I (FROM THE TABLE) OF THE SELECTED IT WILL YIELD A MINIMUM ANCHOR (WHICH MAY BE USED TO QUALIFY IAL ANCHOR OPTIONS FROM THE CAPACITYTABLE FRODUCIREWSED 4AmAae f.13'MN.00f FQIp FC.B ImM IWM WA WA WA WA WOIW WA WA WA y }6�• r �E: FORTHE OFFSET 0.w, USETHE SAMEANCHOR PATTERN AND ANCHOR VALUES A9 THE STANDARD CLIP. TABLE NOTES: FIGURE I: FIGURE2: FIGURE 3: FIGURE4: FIGURES: FIGURES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET26 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION ETHOD& MMr • • • • • • • • 2)LINEAR INTERPOLATION BETWEEN MULLLENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMN610N3, SEE BHEET321-2& HOLES A000' TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON 611E 82"& FIGURES SHOW FIGURE6: FIGURES: FIGURE7. SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: NCRETE SHALL TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED OD LL BE ATED YELLOW • • • • • • • • • • SOUDSTOBEA MCONCRETE INIMUM UNIT SG OF 0.55. CONFORM L MIN M HACK BE 606 W9 AND DBE AMINIMUML STEEL TOOBEAT THICLEASSTEEL T EL -T .12.^ ANGLE CUP (FIGURES ESE) MUST BE USED IN PAIRS. AND AM. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10& 3'X4•XA2YI eio Mn.wnRn INm woon MAY BE STEEL. IM B.S. OR 410 SS, MULUON No. SW100 P.E. Mullion Capacitj Table ben] Opening vntlfa(]orlencaNspans 6pN 0Sa mN BDN oxaMom)OrOpening Height BOIn (for h04mrIm"PNIs"mucom) loop INN 14010 into t BaXa]e Rd1en04p blare RyY}(ew. beano NCWWIR um,g RepnllvlA. LmdPO RMmDJeI PeaPO RnpT6ene Lmlre PM^^oai] Inn RipT,lelp IAeanB PeolmPly l n TngMery. LPedaB Peeleoplu 'PeanB TepTAenO. LWre ReclenQ�W lneare T,sp/]6mB. L0ean0 fin u Loedno RMTle1q. Ueae0 Raci=, lwaw ReP'BImA. Ware Alum. Tuba Mull an W5 yy �$i g �gI yy 150 yp B5 $g ]gt ^R� qg y5 $Q qp p $Q 'p0 } R5 $g qy k5� all yy q�e xR 3E3E qy 5g $g 'p@ YpI qp py q [$� ye 5@ 11, y5 qp d� U{' y5 3B yy U5 5g qe q Sig qg I210 V0.01 NO I Im.O 1 NS 170.0 IN 17301 IR I70.0 AN 110.0 501 170,0 03 11100 1 610 1m.0 1118 170A 831 170.0 I INS 170.0 !21 170.0 11S IT0.0j 021 R0.0 17N 1 1m.0 nl Im.0 10] 171a ON NN 1140 10! 1710 6N 170.0 ON 1m.0 IN Im.0 OR Cal 0.0 1m0 11m II0.D SI 1R.0 tPifi 1]OA BR D0.0 1417 170.0 ON 1]0.0 Rd Ins n0 110.0 1043 110A SO 16L6 =4 170A 6N n0min RO.p o4] 1R.0 nJ 1]0.0 6n 110.0 n1 ti0.0 tde 1]0.0 ON Im.0 11B] 1m.0 T3S 110A Id6 1m.0 ]R f}0.0 HN R0.0 1N 110.0 RN 110.6 1n 1N.0 IOfB 1TOA IN 10R 170.0 IN dN 1}n0 ]01 1m.0 612 170.0 ON IN.O 601 17" 1110 170.0 1d 170.0 IE}e ma nJ me INA I70.0 037 Im.O 15d woo Bd INS 17N Im.O m1 in.1 I]BB 17" Sol 1IAA ROA Sol nN IR.O 05 170.0 701 1m.0 ION IR.0 IN 170.0 INS IMO OR R0.0 11R H0.0 044 R0.0 Imi 170.0 BBB 155.E IBIS Im.O MW IN.0 1NB 110.0 Ion 111.0 I610 im.N Ina1010 107170A 105J NN IMO NO flat i15 RBA 110 IMO Bn Ina 13n Id.O 040 im,0 14% V0.0 1015 in R IN] 110.0 1n0 111.0 16R 1m.0 1IN 111.E 1fi43 inl IRS 10.] IN3 1N.B 110}INE 1B1A 116] {. dN 1I40 BII 1]OA iN Im.O 11n 1m.0 Bd Ir00 1381 R0.0 IOU f60.8 1111 110.0 INS 1{3A 11i3 Id.O 11{e 130.0 IIR IW.6 11m 107.1 I{m 81.6 11R 1MA 11dI{R 1N.0 Ild TJFn nln 17OA ION tm.D em 1m0 1ER 1m.0 Ida INS 13]0 160.R 1101 1320 13m HW ION tli] 1]m IYA IM.B I= IN.6 IdB 0.0 RN i8.A Not IRA 101J13SA IRb 1013 iBln 1}0.D 11'l! 17OA Wi INA 11d 150A IOm RB3 11d mA.O AN 11E.i 11N ImA B]e Po.} Ild 11n] AN SN a&e 11d 101.6 BN' i1A ild d.l 11M B].1 AT11d 114.34M B2i BA ]eln 1n1 ItN 1100 06I In.4 fII1 H1.0 BN 118A 11N 1N.e Ni mxe tlN 116.e n1 83.] 11E1 IN.B 01I n0 1_IIR1 BBA BOB N.i 11N IA 11N N.] aIIRI nP OR din 1041 6N 111.0 l60 00.1 N1 N.J Jn il.P BN !E.1 R4 nA NI Ra Ila n.1 SIR nS l0P N.a 011 01A 003 IS.O BN U6 d1 00.0 fiNNA I7.1 6BE nN n.1 ]L BIA 60.P }@ }L RR 66x ax8 }IP Bil Nl NA ]I3 SA S1 10.6 742 N.1 6N 1A6 ]12 146 614 37.1 i43 J21.IM N,e Ttl J0.8 NO]@ 31.6 6N 1nN 82! 6S n.B n0 0P.1 5n NA nl N.i 000 nA 61J ]0.1 Bn I1.1 N! N.8 6n R.J LAB N.0 6S d3 183 N.1 6N N.J 6N N.e 4m tin it I6B 111N 31A S5 n0 an 49.0 6N Sao IN 41.3 dS 120 16i ]BA N9 n.0 100 U.0 N! N.i 1]3 NO ON J1.J m1 N.0 SN mA N5 E1.3 NB 8M 224 111 flop I4e 1R 0.4 N] nA Re DAO 4N ]28 4m 9.1 40 NA RS me IN 30A RO 38.0 N9 N.e /i9 All Id I0.0 I78 IBA IR 18.7 d1 IR IlA 3ef IN NA e10 20.1 S5 VA n0 4,1 3P 10.B Bn IB.O Ni IB.fi SD 11.0 m] I HCLC IG Anehlr C6 act TablD D subat.al 2]t Corcleln ].Sh Con. IWDufAIU I FgMQAU F PT1We0 MCNI VfW Saw IIVSSEkP 5116'Eko 1a'60 EbD P10 Noel N2t tl1P61M MDh0l1J'px MICFYn w. 111•EkO LNDOW OOsm LIVEko UlOxm 119'F1cB Ullxm ABONCYbr UBnem PPp00eNr 8olew (OSI 6Auwp5) Balix (GS) AOOhOrClp PetlOmO 21? f• 21R' x11C 1' 24w 1• NVY Y 1116' Y O.IT oAl' OAN• Edo Nelodettrd 1' Emte•Oon 1a4' I.M. I -we 13'P 1 14/P 1.114 1Im 14M• I.N. bill' 1 tAl0' WIB' w0P PpOJIgR Q1.P6'MN.O.C./61eIgW dOIbeICYp IFq. tAPF ]B3W JWM ISO We MEN INIM 270IM 28016v PH fW >IOWB ]}I lb Ibe dBDa 3111N IIPIb N] 4 Aft l 0E.2Y M%. O.C. l elelNRO(WON"UP 6q. 3): Inn+ In So WOW 14101W Noll WA 6nW WA NOON WA SNIP WA 6NW BBSIb tRDW 0 NUP0G IAA Mo.O.O/4gn6.41o1OPn)pp Pq.1% BnW 11OW WP WA MA wA m SP WA WA WA WA WA IS31P t1T0IP 3210b 4".6Ymn. O.G/RSNBArob Cid /ffq. sl', iSM Paw mft 13001P low" NDIP fWm WA ROW ]ISao NO SO 1N210A NPd MIN 11m Na fiArchm SpTMIn O.G/pl. X4olbi/IFq. B4' 1ROIP 11m IP 1Pa0P5 2NOIP 3NIW BIO ON NOW WA If101P 11]]IP 1Jm IP PNfiIP 1DNN] 1P31 R5 iNONe 1 Arolm®0.95'M'n, O.C.ILLQ10.Nb,1RYANln.11q. rl: WA WA WA WA WA WA WA WA WA WP WA WA WA NIA AN NS PAPh•e 60P35•MN.O.C/ELAN Fq. Bk M. man SONG i0]Ra 110IN NIA En IP WA ]I01P WA NDIP WA I131P 5n 4 Ara" D Lit' MN. O.C/FLIP IRo�9)"ISM l WA WA _WA WA ]BOW WA WA WA WA WA R W 2 SSW 11m IN NOTE FOR THE OFFSET CLIP, USE THE SAME VALUES AS THE STNDNU CLIP. TABLE NOTES: FIGURE I: FIGURE2: FIGURES: FIGURE 4: FIGURES: FIGURES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ALLOWABLE - IT nn [Elm •Im ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION EEN MULL LENGTHS u HMffTSON AN23. D U�1O0 ELIPS SHOW ARE FIELD TO SCALE FOR MEXACT DIMENSIAL ONS. SEE NS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS, FIGURES: FIGURES. FIGURE]: • ANGLE CLIP (FIGURES 686) MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C.N. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH N SG OF O.T]6. ALUMINUM SHALL BE 8063-T6ND SEA MINIMUM OF.125'THICK. STEEL STUDS TO BEA MINIMUM GRADE33ND.04W THICK(18 GAUGE. STRUCTURAL STEEL TO BE AT LEAST.JW THICK AND ASO. ALL At OR INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL N108 e12 ANCHORS INTO WOOD MAY BE STEEL, 1041 S.S.OR 410 S.S. ANCHOR CAP.- TO . TO OBTAINTHE 'ANCHOR D'CORRESORRESPONDING REQUIREMENT FOR THE AN CAPACRYTABLE. ND. 807O6 it Mullion Capacity Table Ib0 Opening Wlalh (forBnrSmM-sPaMn2 all In min Nin mullons) or NM Opening Height (for review) tmm Imin IWin 1min 7.26'k Rwwoi LWan, WwM.,. Lunen Reraw im Waa]e Ioannina. Ware RNlmybr LmON MpMNa (Aaana 0.Wlena.Orr ]man, Tep']es,. loe0ne RNmagaur LAW" Tra"inB. dean' ennead✓ Ldam TeP1111na Ldane Room I✓ LNaanO Tlryrt.an,. undwi; RNWyI✓ lave" T[pTNne. IAa9r, Reo Or Wine row,01 g chum SAW % Mum0�� TubBMMlII II 11. lI 1sI gg II 3I II II 76' II I1f qq $$ 111111 1 1 111 hpl, 1 11 I'll 111111 i1,r g.Tube z 42M ling 00 17.0 08 ImA 114 1m.0 478 1104 OBO 110.0 OM ITOA I NO INA 00 1704 111e 170.0 Mt VOA ISO I Sao 521 170.0 140 11710 1 Mt Im0 I 170 I 1m.0 I 01 IOUS 11769 17001 521 NH H0.0 m5 170.0 N4 110.0 ON COO 5N 170.0 003 170.0 ON 1700 1133 IM.O N1 170.0 IS5 170.0 017 1m.0 N17 1100 We 1NA ISO 900 NO IM.71 ISO I imal SB 110.1 I late 1T00 I am N.N81n 1TOO iN into NO 1}BA ON 1}0.0 031 Imo INS 170.0 Bd Ii0.0 ItH 170.0 111 1}0.0 1d0 17MO }di IBLO IId 1]0.0 ]m 1],3 11m H0.0 im 11BA 1N0 1Y0.0 tN INA INS 1i0.0 l6B Sin IT0.0 ]W f}0.0 61R Int.O BN 1nt.0 SI 1100 11ID H0.0 ]61 i}0.0 IEO 1]QO 003 tm.l 1318 fi0.0 83T i1O.O 16m 1I0.0 eN 1E.3 mnt RB.O 01 Id.S 1J18 1}00 mt BLt 1m0 110A S1 Win 1700 80 170.0 ml 1m0 Iota 1710 Tai 1NA 1150 110.0 N6 ISO IIN IVA ON1SA 1156 10.8 O1.1 m 11 11N 1mA NS NA 11 N H40 m5 IBA IIN IMA aN d.6 la /N.8 We Bin H00 N0 Inia iN IW.1 Man H00 ON 437.2 101 IS.0 NN 120.1 1N1 1420 NO m0.] 1N1 132.3 507 MMet 125.7 00 m.l 1051 1106 m3 NA Iml I1B.1 O21 m.0 Iml 119.1 1121 Nin IMA 957 170.0 ]BB 110A HIT V51.01 Om 110.1 NT INA lm 04.4 N] V2141 H1 MA I dT 11" 767 836 N) INA MB NA 051 IN.O }60 60.T 09 MU 715 023 057 go 1N pq Ej Tlln 1'A.1 NI 1N] 8,0 tm.3 ON 1161 8N OIA Bd 101.] NI NA NI 01A NO 11A NI N.1 SN N.1 8N }0.0 el] S.8 BN 13.3 mJ NA N4 N.a m8 10.3 Id BB.B SS min IMA M 111A 00 BIA }E 0i.2 015 }a2 1E 00.J BN NA iE T07 6N mA 123 TO.J ON N.T 1E 03.6 60 NA M 50.6 6I0 J01 )E N.} N3 N.2 )E N.3 601 5 Mln 101.2 N5 IM 6N NA 085 NO SN 120 ON ]BA Sii e].3 N5 nor NS NA eN NA ON 00.0 BN 85.1 BJ N.2 60 S.3 S3 N2 SS NA SI 31.8 80 60.T 6N 01. 0.0 515 e5A 13 N.0 515 57.5 NB N.1 515 INA 441 616 NA W NA IS IO.B IRO N.0 BIB 3fA 1E 21A 616 0.1 I1J E.6 616 NA /m 30.5 BIO E.1 Id Win N.3 IS 65A IN 45A 4N 1}.1 30} J00 40 41.0 301 30.! 30 NA N] N.0 J]a S.3 IN 30.1 i]! E.B IN RBA NS 10A 40 24.3 No 17.9 40 EO 3N tea In am NB 30.0 =1 31A J65 328 310 0.3 3N SOA 31S 35.1 800 31]SB ET 3S lot JNI11HNI 3SNB 3m mA 33B 30.1 ml 241 9m R0.1 30T t4N"1453 SA E] 10S 330 E00 300 1},B JS1minE.0 E0SA ON 0.2 2m S.e 2N IBA tN m.e 2N 182 20 16.4 2B0 18A Se me 10.1 ml lea IN AnchorCopmery Tebte IRA auNB.le Matricide 2NOss. Nmv.[l2AV f9NCMU PTWOH Mel, @1@EItO Ye'sB Eko Yl@Eka IIY &54EI[o NONm NUNN, N26ter I AndlorCtlP Pelbma M[e✓ YIB'FlN in VPEkoUAm[m VSRtm 3'1B'EI[OMIe[M Vd•Ea0UA2ttn �y.N✓ Vestal A®re0aa S[2/lN)9GMtt]')+ O[Ip (OS) 2VT 3VdM.A 2-VT 1' 2V2 T 31I8' T O.N• OW VR f6}tl[Iett00nk 1• Entedreu i4lf I.&V I. MA. 2NT IS'P T 1.11P 1-tld' 1-llP i-1/d• tAM' T IS9• 13'@ Ma, 2M[Ige®4]@MIn O.C./SWmOo✓@®e1CYp 6i01 9,J @5 smR Imba N]ke teM 4rtNb ®a TdoN NIp Ntlb done N1SNeIAttMe®1.16•Nh O.C/sl✓IdN QNe11C g Im be".NU WA N/A BNb WA WA HIA WA WA NR be BN]mid ]NW �W 15N09 IB160f 6mfe NIA MOIb ]dB 65 BmW 100E keIBMW NA WA WA WA NIP WA Hlp WA WA WA WA NIA1ATfApgip 61 1NW 1NW ffiW N6W BEW ttlW IROa m01b 18]W 9E Nn RJW1mW 3HW2Nrcalati MIM1 QC/f-C6 2NW 3'YW WA WA NIA lmka NM WA WA WA WA NIW dd2W NOW NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR FAI T MIN AND ANUHUH VALU.AS Ti FIGURE 1: FIGURE 3 FIGURE 4: FIGURE6: nee FIGURE 2: ANGLE CUP MUST • • BE USED IN PAIRS. FIGURE6: TABLE NOTES: 1) SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 0 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD 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 -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURETREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 606&T5 AND BE A MINIMUM OF.126' THICK. STEEL STUDS TO BEA MINIMUM GRADE 33AND 045'THICK (10 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL N10 S M12 ANCHORS INTO WOOD MAYBE STEEL, 1&S S.S.OR 410 S.S. .ANCHORCAP... Nu. 60T0S FL P.E. M011bn Ca eely Tebl6116emf1 OpeniRo WOUR (br"RaNIV,N ,asogbm)6r0p6Ra, Hephl(brhelNoMo%eD6mIM mUN1m) `dN aob WN Wb BON NOR 14 Nob now 1.98LS.16 mclanp^er M6A00 Tnp'r6uW RYIrsbol lw4rp Tq/lArq. LCMNp R.I.", TnMYry, L." PYIeNWr LmGq Tn Min.. bea'q RYImyW LYPry TnPRMq. WON R-RNJRr lilo W¢ Lwdit SOIRIRb LmYq ToWAIN. Lmdnp Pwlenpbt IceaN9 TigTMg R %Nwer LUP{gp( T ,Ria F.100 AIYN.TunO � 8w 04 � � T$LOMNR O �d �� a' � �� 111, g �6jbMM tl �a Ug �� 6{le<6{g9 0 O1' 1 �g(lYbnT$O uN na0 ON 170.0 Y5 170.0 ni ISO Im' UO.o aW IW,o W INA %] 1110 5Y 170.0 1110 nor MY Iw.9 L118 look 691 INa nu IW.O ml 09.e rote Brit ea 95.6 u+e I70.0 111 IBN Iro.o toe IW.o 61i 1N.o 650 n0.6 eN or 916 Iro.O 810 Id&r Ma noa NI 09.1 ale nab mr +I1.] 91e na0 m0 er.e me n&a e60 BS.e Bm no.o IY >a] me na0 aeo a9.m6N n0A rn u0A WS n A n'A m1 lean Bn nob 6H 1910 pxr No to In9 0m IS¢1 600 IIOB B}r IN, ON 81.0 ml Ie&9 No 76.4 01 IWa e05 Us Or last 05 Yln 110o in 1roA B11 ISA6 Imo Ir0.0 n', IW.6 Bm ImA mt Im. m0 141.6 No +OL.0 m0 tm.0 m0 Art No +'L.0 OR NA me in 65} bP RA 1298 m] 61.0 m0 U813 On qN INII rd0 Ima ml I -A 746 132.8 TA ImA rY I1r.0 NB OBa 145 10.0 eN WA 1Y n+.0 m} no rY me 6m a0.1 746 M ml 511 IY mA 6m IAB LO B38 6m q mN IW} Bq 19].0 6ID 1NA ell 111R m1 Brl INA m9 1)] m1 OIA 6Y m.l 611 mf m0 61.0 fill 91A im 61.0 61r Ir.O NO Y.2 0l1 t0.1 Sfl 9&T ml r6r 6'10 mN IOrA 811 114.1 m0IM RA 310 ".a Blr m.3 NO 07.3 61r IB.a am 51..5 all no YI 0.5 617 0.7 YR 44.0 01] 61A 483 IRA eb 0.7 IN OY0 air wr Im ]T45 1E 1E NB 510 61.1 IN 74. IY NO SL6 it Y3 "A 610 NA .0 Y,1 ON mR 11< 1..1 R. mr YI No .6 49. Im AB "a I0.0 Im oas 61a A. 05 leN )a6 Im 111 im SPA 9N NA Im 61.0 fN 11.1 Ye IAA 9m N.4 Im 1&J 376 NP Am @.] 911 tat I05 !a] ml 25.2 I65 m.6 J01 310 106 30.1 mJ r6N m9 I11 8&0 ml 6I.1 m0 K0 In$I, Iaa III I5.1 am NA III 11.6 YO 8¢6 III bl tm mR ill >ABOY f6I III] i16 AB 61.0 Rm N. 3lt ]}A tm 1BA m1 16A 9N 918 3II 161 Rr6 11.P RR &.I P1P ILr 3R RI] MI 169 'J]] 19A PBR 113 mt 10.I tNmN A.0 R01 a5.0 SOI N] tm R6.0 t01]8A 902 ]1.B WI ]15 }IB1301 }1.e SII 11.6 3B1 10A 111 116 001 111 2N 198 }01 IaA PiR1NN mA RN m.l R06o 21.1 2m IL6 2N I6.3 NI I6A m0 10.Y iW6 1B.1 tm I03 fIB I&a 101 14.1 216 I1.9 1m IN%1LB I01 18I 1r0 1or 167 nv v nv AnchorCipacits,nibaral 9Y6Vela R.xYC<Nro l< ll% 9.68(M. 110Sx'WO Gl.00EN PiWFO wAl R1r Elw EIw "bolo RIO•EIN UI'BB Ebe YIO BbN 1139be1 YI181ed MaM1Or Ctlp POtmma �ry06' Llr Elw UPm<n III`Ebe UIUNN U61Yw Ntm EIm MUYN 111'Ebe MR<m AW160e1n UII�NN ApPMetn Bile6 NG eb6wRa1 8<Wa (05) EW60eNNv O6 1' }UrMWA Y-1/Y }1!D' 1' Y-1/Y 1• ]•1IY" T }t16' Y O.Y• E6lwmnI 140 144• 14'r r 1.111' 1-I4• t410 I'M' I-11P 1-111 r 1AI0' MST' wb 2AmWR 01,16•MN.O.C.IB1NmmwOmYGglFN. 14 OWN Oe 3 0 Am" N6 1R1 Ne RON 3a0lxa 191Iw r10W m11m M 0tabe R10f 4421m 1BmW IANmn 01.IT MN. O.G I sbodro OR 0iRil nq nlo.JF IW fie rN ORWA NIA WA Y]N WA NIA Wq WA Wq mJ IN BW Im 1120M I ANIBYOrMN. 0,4/RI'41JAy4 tllmllGk. JY I-W 2N Ra Im" NI mOW SNIw Wq r&Ilm ]IB N< mIM IBW Wf m2W Bmlw ni0ft 3ANNn OOM`Wn.0.C.lIWN,NN.tN`Alaa Fp,/} WA WA WA NIA WA WA WP NIA WA WA WA WA A War so 1 AwMIF2]'q lne 04 lmlm 125N N9 N< W IN N5b 1401w WIN 3NIw 1811w 9R 6<1131w Wllw 'win JNm WA WA WA 1W R0 WA N/A WA WA WA it01m M1M IIx1m 66pb FIGURE 1: FIGURES: FIGURE4: FIGURES: E FIGURE2. • • ANGLE CLIP MUST BE USED IN PAIRS, FIGURES: TABLE NOTES 1) SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANO)OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMUJ SHALL CONFORM TO ASTM 050. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF O.W. ALUMINUM SHALL BE 6001T6 MID SE A MINIMUM OF.100" THICK. STEEL STUDS TO BEA MINIMUM GRADE WAND .045' THICK (16 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.126-THICK AND A38, ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL, N10 & a12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 SS. .ANCHOR CAR„ CAPACITYTABLE. 1.2SX3.25'X.tOm MULLION Nd0l0m FIYIN Iuo I6G-MIS. t � NAGC�Q� Fm6utl I�r y LYNM '•. it :� NA. 68705 ND C I VN Mullion Cep3ub Table 0e3m1) Opening Y11EOl (fDrwrID IYAPO ADMINDRD)orOpening HN HIn 701, Bob Height(WrMftwidaspen1i10 NN 10011 halwal) no 1, 101, 1NN 116 F315 Raelm2dm 1p°tr'A TapTINA LevO'vg Pmmnplel UM, TlapRilnA. wad'n0 RetlmpdY IVAN TlapTdary. LwNp PNllp]H Un , TapTleDO lov9n0 RatlanpU] Calory SgJINng IN&, Radmgdu La g TpAT19np. Lwhg INn.q]Iv Law TnpTdary.� L.,&, PadmpOu LOMNA TgLp. Ie+ONp R3d1Y0da1 Lew5n0 S"O" leaiq FORA 3 ids 8 $ fib S Ed 3 "aa § E $� @8 E 3 6SO 1 i8 § '. h I $ ,31 8p$ Ali! 3 dC is8 Ea d 8@ Nln 1100 6N 170.0 Am 170.0 .4 Imb U8 110.0 BH 170.01 HO 17001 IN 1304 510 117MO 1116 1170.01 621 170.0 INS 1700 WI INS 146B INS WI V0A 1]36 ISIS 521 170.0 im LW.O an 46h IND NO 1NA 6N 110.0 NO INS 5N $100 am 110.0 630 110.0 113) 1n! 6B1 110E 1N6 110.0 617 110h 141i 110.0 600 ti0.0 1700 DOC A% 09.1 IR9 1i0A ND 148.E ion 110.0 NO Sam I, In.D 1N 1"A an 1N.0 656 1100 631 170.0 INS 1700 6Bd 1100 1115 170.0 m 1)0.0 1N6 1104 111 in0 11% OOA 1% 170.0 PN 1N.a in 1521 1911 1p00 766 113.E N5 1Nd I% HIO 1N0 n1 1I0.0 112 INO B56 V0.0 691 1n.0 1116 110.0 161 IIOL Dn 1i00 9N RD.D 1131 II0.0 611 iN.O 1N` 1NA BH IN A 1169 1N.0 061 1]LI 1759 I10.0 WI 111.1 1N9 1N.0 N1 Hln 110.0 sea 110A nl 1NA 100 IRS )H LN.D INS 170.0 BID 1100 1417 INS &1 161A 1611 170.0 am II5.0 1... 1l.A 1N] NIS 1611 1T60 INS 1036 1611 1N0 100 00.6 1"1 110A 10B9 01n t]0.0 AN Ina 741 11&0 1119 ii0.9 660 170.0 1302 110.0 NO 16&6 I370 INS 1016 OD2 100 V0A tON n6A 1I10 I64.0 INS IN.A tan 165.9 102 19.6 1]ID 1%] on 10.1 t]iD t".a NI 1NA IB9 IN.0 1169 1)Ap 90 in.5 1ND 170A INS INS INN 101 1013 VIA UIB IVA 100 1039 1NB 1390 BN 90.6 1242 1]01ON nB INB m0 N6 691 INSnIn 167.6 INS IN.O 0B 1NS 1040 102 IN 119.9 IN9 132.1 016 IN] 1N9 119.1 060 932 1N8 109.7 046 0.9 IN9 1027 BIB 649 1049 NO N6 69.9 149 912 520 63.1 INS261. 0011,1001n IRi NI 'a, e!I INS NI 1NB 305 101.9 N1 1]@ ]11 160 .11 100 ll1 »J N1 IV 10 ifA N1 0.6 Nl 606 ON TA ]N .1.0 NI SAO I31 IIb N1nln 1Il0 091 10AI03 1H.0 0d 111.9 i0 NJ BN 102A m 0.6 BN 919 IN i]3 01 N.1 iN N.0 ON NA nl 650 BN N.1 NI Il.l BN 610 n1 It.] BNNln %.9011N.1111 611 ]lA 6% 61A 01 4" 615 6].1 01 NA 5% O.7 671 DID 60 43.0 671 49.1 651 ]iC 5l1 43.1 6N b1 01 393 01 mA 6l1 9Bin IO.B 690 nA 6A 60.0 690 61A 518 606 6N 6]I Ii.6 60 39] 690 11D 1N ]SA 6% 19.5 1% m.6 fiN ]Li In ]6.] 6% ]18 d69 921 f90 0B IN 1001n 19l I0 H.9 01 11} I60 4]0 tld 35.6 4% 31.1 Il9 IOT 31.8 118 m.t ]91 H.9 IN 0.1 391 N.l 166 ]3.6 %] 1!A IN 12 316 116 1% 1A6 1N 1111n /66 Ili 16.1 I0 10R N1 ]03 ]01 N.1 N1 N.1 F H.2 ]N ]6A 111 Tit 376 N.B U1 N9 ]n f9.1 111 21.6 %t I6} N1 S3 1W %6 10.3 Nf 11.1 ]51 wh ]&3 370 06.9 ]N 301 00 31.0 3n mA 311 I&0 211 3N 20.1 Na 213 3S5 1&1 N3 t9A NI 151 ON 1&1 314 to 20 mt N2 11A 262 111 N9 19A N2 1&3 AtchorClIp PetNInB wg �`4Y 014 EIfo ..Va.. d1s.FII311d' 69 EIto 610BAW M2Okw 028t21 M[M T)Fe 'Y18'EltoNrsm Elt0VA9tM UN3tm ytE•F1L0UAam or, EI[oU61Mp1 AypaUlm UABdm A®ieCdd Ga. IN)u. o3a) etm]l06) Demme r xvz t• zNz btR t• a-vz P 1 2-U1 z st@ z 8.a• 051' 094• FIGURE 1: FIGURE2: FIGURE 3: FIGURE 4: FIGURES: no. ANGLE CLIP MUST • • BE USED IN PAIRS FIGUREe: • TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 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 ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 090. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE 0063-TS AND BE A MINIMUM OF.100' THICK. STEEL STUDS TO BEAMINIMUM GRADE 33AND .M' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.126-THICKAND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 S 412 ANCHORS INTO WOOD MAY BE STEEL, 184 CIA. OR 410 S.S. m "® MI O d51 1, t 11111 I111 t.......... 9 4' L2VX3.2ON.824• A. L4NR N4L t FL P.E.N 5 Mullion Cepdaft TabM ObNF) Op rianP Wdlh Qorv3dimbepelul4q miAlon)WOP.M.9 Halpht (brhadNNalYspmNlg mNcom) NF 01. TON BON "In too an 120h Ilene 1601n i]8 %]P4 R4[nmuV LaeTmO TIyR,lep. NNNp RxNW., LoeFrg TnpRXe, IA4dna RetlmPly lAnOnM Tlggd OO. lnedn9 Rxlmylx IAeam TnplMenA� 10q% 0.epergty Im6n0 T,ePRdim Isa0n9 RetlWJnt LeNOB T,,W&,. Lutl9q Rxlepily 1oN00 Tv'Mcm LONnB 11.0m Nl lnetlb TnwN." ked% Rr1enONv 144dn9 TepRlhry. LON00 %.926 Plum. Tube IlYmOn .�''� Aa 88 4 :a %& $a �a 8 1 ra 45 $a a F as ga Xa ££g_ 3 ¢a as 3 �a A : is sa Fa t' dfi Ea a as : 9 £_ Ea Ya £ a €. '�.-. S� Fa is 3 fa 3 B.. �a Y £ s 8a 2: E& IP In 1 110.0 1 BM I 110A 1 05 110A 1 744 ITBA 1 110 ITOA 1 Ma 1170.0 606 IM.O One 120.0 619 170A 1111 1 lose 1 621 IW.O 1N0 90A 591 1Tb 1110 ITOA N1 1100 tan 17" 621 1170.0 1 loss 170.01 621 I91n 1 11001 No 1170.01 521 110A I NO I70.0 6N 1T0.0 9N 11704 610 170.0 tIM 1174.0 681 110.0 t2M 110.0 fill 1100 1111 13A0 6% ties till 1100 fi% IIOO 19B] 11oc 630 1N,0 2%i 110.0 NO 60E%N 1N.0 ]Il ITOA 661 Imo NO iIDA on 130.0 /N6 179A 6E1 170.0 11N 1ICA NO IIOA INS 1m.0 747 INA 14% 1700 TO IN.D 1193 170.0 1N 110.0 =2 1102 766 INA 2391 MI) IN Nln 1N.0 191 1}OA NE Imo 9!A 1mA 691 ties mis floc 764 IIOA 1275 1IOA AN 101 110.0 B]I IN.0 16U 170.0 856 Ir0.0 1013 110.0 A61 1T00 2231 1100 061 00.2 240 INA N1 all I10.0 Nfi 110.0 NI IIOA 100 I}0.0 in 170.0 INN Imo N9 Me 141, 170.0 NI 104 1T0.0 9N 170.0 loll IIOA Ica, 1700 2126 like ION 140.3 2163 Imo ION INA 210 170.0 Intl 631. Imo BW 1i00 116 INA nth VIA IN IN.O NN R00 NO I100 I490 I10.0 lots 1612 1NA NN Im.O 1s. lib 1122 IND NN 1.0 1169 1345 DNA 1700 11T1 IO.1 2%0 110.a 11}1Nln tm0 9N 110.1 1N 1160 lie, IIOA BN IIOA t3M 1]0.0 1002 Imo 166, 1100 f0% 116] 1ND 1169 INA INe INA 12I0 1d3A fine INN 1L16 122.E 1966 Im.O till 1OIA IBN I10.0 12NNin 170.0 1%n INA 019 1N0 1215 1}aA 1009 INA 1161 fm.0 1126 1}00 17M InA ion 1134 110, 1]IS 131.1 1TN 169.E In, 116.6 JIM ISLA lose NJ Ina 1N.4 1353N] 11N 1N2 I153 r01n 110.0 11N 110A 01} 90.0 iN6 1100 Imo I6e6 16L 1N.0 IM9 14G I6% IN4 12L6 117A Ills )61.6 IPN IRJ "as into 1NI m9 "a R63 JIM MA Joan 1.3 .19 I3.7 160R1.2 1116 NO.p 1161❑0.0 Nt 1mA 1]el 1m0 Ills IN.B 1Ot 16Lf 1N6 1]61 14}} INA 12N 1111 1N.1 1]N 1N.1 1Ni 1296 1191 N9 11A 1169 11N T1.0 UN 110.e 1168 68.2 Iqi iNA 11M Nln ALO I1N 116.5 PM Net 11N 123J 9N late Ilia M?, 951 N.0 Ilia %A BM Nia 81.9 9N ]L0 1110 N,i ON 591 1110 ❑.9 N1 60.i DIO 89b BIB MA 1110 N.i Bic 161n II70 n16 1NA 0T] 9L6 016 1o1Ae66 NAHS BA.] M2 rM 976 ffi6 ON 9TO T1.4 BA NS on M.4 Mi 48A 916 67A M9 LLB Bi64D Tit11.6N6INN Ni }}I %0 6% 6Be fll T0.1 6M 61) 1t1 61.3 N4 61A NI M.3 MI TI 4AO 6M U.1 T11 IID MI NJ NI ]AANA 111 ]S.0 6fl N.i RtIlu. T6.7 Tin 1TD NI fill 730 65.0 6N M.1 TN SOLD M0 41.3 IN 49.9 NJ m0 ISO ON 3LB TN 41.1 614 31.6 1%31.0 IN ]L0 N9 31.1 TN Nb NI INIn l9.9 6N 61.0 569 49.9 624 61.2 660 42A 6N 11.2 6SP N.6 6N ]9] MI l)e NI 35A 5N m0 BN 32.2 N1 m.0 IN N.I 619 21A AN 146 N9 10.} 6N 22A N1 Won N) 43] 35.1 IN 20.9 4]] NI 3% N.1 433 25A 190 21.} 1]] M.d ]06 I9e 1]3 NA 3B1 tL] IN 102 N6 no cI Anchp lb T6M81N9) 6uNIRle 2Td Cq%90 CDC's. 86s%¢. tlbx fMU FlUnOCMU PTWOA M8tl NIP E11p 1l4'A6FY0 SOMPUD 1I15ci MOMW M26W t.DID Anahn,CIIp P.IWm% � TIP F1lounam vY Etouerum UNNm 'IV N10 U61am vl'ENouNxm A�dactor Udwm A®Ti1R So"( a. eNm7 DIIT%e n 1• 2NY V NVY }IAT v 2-Vi 1' 2-llY Y 8XR Y CA - OM' am, E01trA0ml n 1.W' 19Y 1.YY 191' Y -114- 1-VT M14• IN! IAId' 14r Y 14111' 1 1.YT I aln. YW mim IMOITI009 mR mlb i101N Tlb MA Ib N6 R0 N11N 1121% BARe1.I5•MK O.0 ISITNTO (m I26mIRp P2B InONs ]mb NIA WAWA WA eWIN WA WA NA WA WA wal, win limbmn{ATNN. C.C.I pj216A1y10CbI/plP si Tm OII Tmb 6m N9 JOm Rs 1m6b MOB Mae NIA 3mb M04I Om Ae IBNb 6mIN1ImO.M•MKOFIVGip,NN.1CPAAM IF12Ij NIA I WA NIA WA NIA NIA WA NIA WA NIA WA Is WA % WA 1261b IArcMIFC4lNp 6k IP6WI Ibb 98WI MSRO AEIb 1MWs IWR6 IR®I MOIN 117De 332. 413 Ve tman 221b m000 R Pttbn L15'MIM1O.C/F 2901oI S916o NIA WA N/A HIA 1m Re MIA WA NIA .. WA MI; 112 be I60m FIGURE 1: FIGURE 2: FIGURE 3: Fe e I FIG•E4: FIGURES: me* ANGLE CUPMUST REUSED IN PAIRS. FIGURE & TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDMR OPENING WIDTHS IS AILOWABIE, 3) MULLION AND MULLION CAIPS SHOWN ARE NOTTO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21.23. HOLESTO BEDRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW MID GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM GIN. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65, ALUMINUM SHALL BE 606}T5 AND BE A MINIMUM OF .100° THICK. STEEL STUDS TO BEA MINIMUM GRADE M MID .046' THICK (16 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.12r THICKAND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAA.. A10 as 012 ANCHORS INTO WOOD MAY BE STEEL, I"S.& OR 410 S.S. .ANCHOR TO OBTAIN (FROM THE TABLE) OF THE SELEC IT WILL YIELD AMINIMUM ANCHOR WHICH MAY BE USED TO QUALIFY 4LANCHOR OPTIONS FROMTHE 1.2r X3.9YX.62Y MULLION is 'fA' •N0. E0705 /1 :0Tn'•. F'CONIDFl.••.fn FL P.E.B MVI11o0 Cap.COp.hy TRW. IOefi Opaning WI61h(for NArboaIVSpard mWlom)aT Opening HNght(forf0hrOme"PBMIq muf1m) 601, BON 1Uh Nh 01. 1 with 12ON fit INh 204M.26 R..W. bwV ilep(nw. b q Wd rolx Ine000 Tn0/NBnO. Ie0401 POHwp.Aet uw' *Cpm". Lmd, PSIerANv LaSm, TrepnOera. I-ft RCcurmw bedW Tv".g. UWC, PadmpWm LNdw Tnp9nero. 15031 RwWadm be1N Trwft". IUBN Peahrgda IN000 TepfAmp. La0n0 PaWpAx b40e2 TMpT4 9 W.q Alum. Tmht MUlllDn Ila $' I III 1 5 la 11, 1 �� I �� I �� 1 111 t 11 1 II ph EI I iI �� II I I it I ja i 1 11 1,1 hV, 1 13h 170.0 6N 110.0 µs 110A 14 170.0 RI ROA W IrOD 600 IMA 1% Ira0 011 1r0.0 II16 I70.0 fiH 1M.0 1MO I]a0 621 17MO µ00 170,0 021 VCQ 1M5 1700 621 170.0 100 1 MH TQO rN 1= W 170.0 ON Imo M trot M 1700 00 170.0 IIN INS Of 170.0 1%3 110.0 SIT 1ra0 107 IMO N0 170.0 1700 ITMO SO DOA 110 11 W ifOA 9B1 O N.N04 AOA TO D0.0 NO IM4 No 70.0 N1 1104 INS TOA W iMA 1195 IMA 723 170.0 I]µ 1700 747 Imo 1404 no TO trao 1MI 170.0 MO 1m0 20% 170A MO IT0.0 MBI µIn M0.0 ]W IMO 012 UOQ OSB T0A NI 1704 111E I im0 I%1 110.0 M 110.0 HMI 1200 NT INA 1M Im0 no IM.0 NO 170.0 NI 170.0 Mm IAA N1 1700 NN I Wln 1}0A W IlOA ml I]0.0 tON Ira0 Mi M0.0 1210 0 Im0 111i ll0.0 Bµ Tao I6% ROA W 110.0 ITTI p0.0 TON 110.0 2130 1i0A 1Bp 110.0 NID 110.0 io 1BB0 2W ]N JU Im0 BN1}0.0i15 lilt 1m.0 aN IM0 D% MO 1mA NN 110.0 I015 170.0 11A IIDA m 110.0 1ND 1]0.0 ItYS 1T0.0 %]I imA 11N INA 3µJ +ro.9 IITt, Iµ.O N93 1NhI10.0 D]I Im0 iBB 1188 110.0 DN IT0.0 N01 Ni 1M.0 ISSB fl0.0 TON 1r0.0 1lN II0�0 I1B6 IID.O IWB N0.0 12111 NOA 231e 110.0 itr6 161,1 NIT 170.0 12N 132.0 M? NIIh in.O ION IRS 078 12M IMA INo 1700 14H 1M HOO 1SN 1r0t 1=8 17M 1913 NOB 1315 1M.0 21N 170,0 INr µ6.6 21M 1700 INS INA 21N Imo INS 1N2 N61 NLIM 1m0 %f IMB IA.O IW Im0 woo 20 1m0 1704 170A ISM 06.4 ISO 1MA 1421 Ib.B I[OO 1]0.0 ION 12].B Ice0 Ie1A 11N IN.1 IND 1µ.0 1W @➢ tBN IrBN 1m0 1161 1100 10] 1N1 M0.0 lilt 1r0.0 1811 N INCI?" iM.0 1N2 1T0.0 INS IN.7 1N1 Inn 1414 IST4 INI INU 1500 114.E 1N1 147.3 1113 02 INI 13B61 NN 1m.0 1]2B Nat Ifµ [149.1 MBB M00 INB i%0 13W 11N f11,B MBO 1N,] 11M eBA I]N 1101 f1N NB 13AB 101.6 II{l )IA 13N NS I'M N.0 1]N10N Wh14TA INS µ1d INB 12M IVA 100 M 3 13N 1N1 B2 12N 98.0 10N 61.0 INB NBJIM TAT 121A NA f01B 51A I7ro 123 %] N.i f%B BS.A BT M.1 12L N.1 N}INh 103,E 971 1NA %1 0T1 NA W 1a0 Bil µ0 NA %1 N.1 BN %.6 %1 B1A W 6L0 %1 N.B 516 10f BH {0,0 IN JT.0 %1 µ.0 IN 321 B11 IOd %1Illh 0�A 919 %.3 N2 OIB 81.0 $to N.1 BM 100 f0 620 ]el N.0 Bit N.T TN 4],] Ott 61A 774 Ni BIB MA Nd N1 CIS 402 742 21.6 019 N.1 M21Nh T0.6 IN mB Ite M us TN no TO 606 Ill ]N49A SO 41A IN µ.4 %] %.7 rN 405 W 31.5 TN N.B N3 %.0 M 31A 841 NB NO NA 031w4h 03.7 SIB N2 Sw Jai SO 37.0 408 31.2 Oµ IBf %3 6µ 28.2 495 NA M Nd 4M 21,0 OIB N.B 04 IB2 6µ IDS 44 I6.8 NB 17.2 4m 13.7 W 16.5 CIS TABLE 129 AnOhOrCepaeltY nmB q umnWi 2h COn9G 66FCw[ NM WV FN M9tl So V, W 41 ArmhOrCIlp PB11BIIIB F o".1 n 11'1' 19C 1.Y0• 1.Y{' Y 1-W 1-W' 1-0N• 1-1M 1-0/1 1-011 Y 15B' 1ST MeF 2wrorsou-Sn O.C. INCwCorONNNpffq 16CO. 9W1b 4NW �� 16fIPf V.. 2NYD JN 1 ]901b %1W RUNS %file NI q3 1130e �m 4A.A @ 2W Mh O.a IDWOW(0fQBEI) W0.6 7W h! imM 6L0f 11NDn 1121 pf NIA SO. N/A WBnA NIA �Oti WA N2P] BNPA 11NW SAMI @IJI•Mh00/Swwwd(m A3he1IC BNa43 OF01 DW iN•f 1BMIw NIA WA 7MIh NIA M21b N/A WA WA 1m21N 1691b 1FA BA 4M03NSNIR OA.I 'dSAIgb CYp1Ima6 1N fn] ] &qM 1661Po taq p9 DP OR WA ]Mite S19 hB SOIY 19%b N209 FffiW 11'A 5n 6Anwn S'NM.O.CT p)35Ary19(Tpll alp fiT 1m1N 11MaA 10NN1 9101G IBM AA Btl Xe N/A 11MN 11225N 1DWIW 'mNDA 1DYllN 19%b µNEB 11F. W0.124 AMR ]r NIA WA XN WA NW WA NIA WA NIA WA WA WA WA 1A SAMM1OOM-MNOG.IOCIp, 6AwlAn®O61•Mh 0GNd30, Inro.125'A3m pq BY NIA WA NIA WA WA WA NIA WA NM WA NIA WA Not N/A WA 21 M 2A1[Kn ®2.68•MIrt O.C/FCN(FlaR ]m®4 9A YB 3160a id9Ne i12ee NIA 2Nb WA NBICe NIA IW ve WA Nl •3 Itl2e NBIN 3AR0vsf21.11'MM.O.GIF42•( .10T 4MM 626118 9AM %9 N1 NM NIA BS]YA N/A SDIb NN WA WA B11M Wh! NOIN NOTE: FORTHE OFFSETCLIP. USETHE GAME ANCHOR PATTERN ANDANCHORVALUESASTHESTANDAM CLIP. r�\mmcn 1m Tuc aveual Fnrl RHEET24. Y19 EI[0 VI'88 Ek0 Y1B'fko 111.6B Rw B10NN S281wI Naleel AnMTryB Y14 Nw M16T YI•Fk0UA2[S1 VBISOn Y14 FIC0 MIEN NY EkoVAR[w AAp60vS UAn[w AWBWm Slrt�(C6)B[nw lay) BCrc2 (CO) 2-vY f• 2-t12 Y 41W Y Oq0• OAI' 022f kaP LlElm[O0N t' 2-vY t• 2NY 3tR 1' FIGURE;: FIGURE2: FIGURE 3: FIGURE 4: • • • • • • • • • • FIGURES: FIGURE B: • • • • • • • • • • FIGURET: FIGURES: FIGURES: FIGUREI0: ANGLE CLIP M. • • (FIGURES 596) USED MUST BE USED H. a N PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING, SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE, 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 21-21 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. .. _..____. __ __..__,..................... -.n, �,.. ee�nm�neT�nve ud I nw evn aP011LFILLED CONCRETE BLOCK UNIT SS-TS AND BE A MINIMUM OF.125- THICK, alncAa low w mcn mn.u.,�n �� ;TEFL TO BEAT LEAST.125• THICK AND A36. ALL ANCHORS IMO METALSHALL E MATERIAL. M10 &N12 ANCHORS INTO WOOD MAYBE STEEL, 18 8 S.S.OR 410 S.S. w,W ) =ANCHOR CAP.- OBTAI/NTHE•ANCHOR FROM THE TX4'X.2VMULUON No. B0705 FL J m PQQ"$�Q$QQ� a �QQ"QQQQgQ.a �EisasoffiEoE&e' oYQ"QQQY�Q� <�E>;so�ss��a �SQ YuseisssE>�Yv�a`�'� i m gyp>g>DD�$D3Qa- O D 4k_pp 3� :�3 4 g z S �Poa��opn ip ��Ea�S_]A$gsa �FF aoon"� m €�e;wamvci SRO gS �3Y88ffi g�c %� €3as�a�s�53 7 � x o,ev��^G m ' _ = � SYYQB � Q QQ QQ So �n - y Y q �' • c E o��EEaE's a QQ 'QQseQQ'B � a Q QQ 8II eQ sEEsa�EavgY SQ �"• >g»>Qg Q$iv"s� G s�c Ersa�EEEE�'EP3" dQ"QQQQQQa+a�39 E'cs=�ezE�E's�P�'a� C :e• Q QQ:3sQQs$'II v>f� y tduO LongM 33 a m _ 'g =_ g 8 8 x S 8 8 8 Y� A L � �• m �� lcq�CAatl�yLE8l%1 E� e� c eb ae � X 'e•ee 3€ � F v� z�� a move voove geee �ao�H �� g 9 $Aonm��az$omsgE�a�n a� m o o' a oe`e PetT�`wtl0' Yg��3m'c e e g o. M.dv CePaNY 6� EEm9w=Ea— mw,.eab�� So a.mZ)�xry � C= B d u m 'u Phu 'eJ R Y 5 a e neYreE� �tl ib65�e��. aw��w'a'�veoEgxse �a�l � m o ' �bm ee�Nbbebbeu�na� a £x�_E��L�£E�ffcaP.amea�,1 CeB� 'o e e o e ead��E'F��o'u�"s"sEa� P. B S - •-i a .'. Yam cvp 3Y 63 S a i e b b 4 e e o 0 o OWE 8 H'- 8 &' 8 3 8 a 8 E S 8 e Ai' peyyQyl $4 or�mi�w�r �� B d� 2 a �� Y�� S a iMmae:eep�j • g� CRa@l Yry 'e o�' E� E= a g "s E E - �emmcec+ob h = a�� e� 'eo 3�en�ir��s��X�s�sa� �$ e� L b� e o 5 0 L e o DDy�CiWmY y� S c� "L >��a�gas��9@gsE�� a� o O m •m m �P A m x o F7m 9 c _ m `m m w �T m z r o c • m c •r m �Iv • Jc ®m 3N m n..; v mxrt�OyC mie3 C m m g �Foom mO1c Y gm m y�mm mxc �" Pm z mr" g.A NOO A m O m moTg uz 3 Ny m m zu�W9 Too Nps =T . oyGAz8 °m3 O o S (mPZ Cz 9T� � mA m FOzyA WAO NW m A n. NrzM:E ° py .0>y L`OMO ° T 9y A D32 ZN rm2nN2� C N � TZ 'j�zDr Py12 m 2w e FcoF$ mr °� z mgo Won, ymz c Fc a g z x oaoo mz g]]°11°o O Nii�yO y0-� 2 o�z3>°>._ x�o r2i. gym y OOZy z D 2m m N39� --R 0 3m 0y .m mar a >N _2 �T ONT w 22 (� p n_ o 0 o° O� `L" mZA Z h. i n 0.z gmn 0 Cti P ZN°_ m OmN2 (n�i O m"room° N Y azaac�°oaw o z m r-: yFo o`=' w noPr O ��DEi Dz NN � O OQ yAy Oyy°21"'y=y� X p !Pyc `L p0 �m � �rf'�Ti A�II11A }�}11 C Dz y pA CmA zN N 2 a�MM.Bi .9 MoSv i m z C�lo2,i�AAszA7 m yA mmwA� n w �oE soma-+r ^goo � �ym>aM5va9 d w "oyzmmPAa€€ � 3m T7 NOCT�y o>omi= -�mzm z T BX-211"'S�TAzn A 3 m zN' 1 m�A OmC L� D yE �9 v H R IMPACT -RESISTANT ALUMINUM TUBE MULLIONS 2X6 X.26 MULL SPECS venwWA �N/A 6300JR 1�7.t �orosc .ups "' �'✓E-� ��`�q, J ROSOWSKI 08/29H1 B Pp ear ism iamrc rt w J i2VSOWSKI 10/10//14 NEW MUl SHEETSET Picem.orwmsama o O m •m m �P A m x o F7m 9 c _ m `m m w �T m z r o c • m c •r m �Iv • Jc ®m 3N m n..; v mxrt�OyC mie3 C m m g �Foom mO1c Y gm m y�mm mxc �" Pm z mr" g.A NOO A m O m moTg uz 3 Ny m m zu�W9 Too Nps =T . oyGAz8 °m3 O o S (mPZ Cz 9T� � mA m FOzyA WAO NW m A n. NrzM:E ° py .0>y L`OMO ° T 9y A D32 ZN rm2nN2� C N � TZ 'j�zDr Py12 m 2w e FcoF$ mr °� z mgo Won, ymz c Fc a g z x oaoo mz g]]°11°o O Nii�yO y0-� 2 o�z3>°>._ x�o r2i. gym y OOZy z D 2m m N39� --R 0 3m 0y .m mar a >N _2 �T ONT w 22 (� p n_ o 0 o° O� `L" mZA Z h. i n 0.z gmn 0 Cti P ZN°_ m OmN2 (n�i O m"room° N Y azaac�°oaw o z m r-: yFo o`=' w noPr O ��DEi Dz NN � O OQ yAy Oyy°21"'y=y� X p !Pyc `L p0 �m � �rf'�Ti A�II11A }�}11 C Dz y pA CmA zN N 2 a�MM.Bi .9 MoSv i m z C�lo2,i�AAszA7 m yA mmwA� n w �oE soma-+r ^goo � �ym>aM5va9 d w "oyzmmPAa€€ � 3m T7 NOCT�y o>omi= -�mzm z T BX-211"'S�TAzn A 3 m zN' 1 m�A OmC L� D yE �9 v H R IMPACT -RESISTANT ALUMINUM TUBE MULLIONS 2X6 X.26 MULL SPECS venwWA �N/A 6300JR 1�7.t �orosc .ups "' �'✓E-� ��`�q, J ROSOWSKI 08/29H1 B Pp ear ism iamrc rt w J i2VSOWSKI 10/10//14 NEW MUl SHEETSET Picem.orwmsama TABLE 14A Mullion Capactly Table Ib8Rl1 Opening Width (fu LeNTAg3-epeMrli mullon6) of Dpnning MOlpM (WTOoOXNAgya ertllO Mutt") WN Poln t0h 80N 1 901, 100M 1DN 140h 1001, 1.26"x 2.11° Mcleip.,lY L011ro TrepRlere. Lo3fAT Ra t.nnul r LaNro T.01ftIq. LmOlro R"oD nn Lee&P T¢nAena LaeElro ne[IBNWar Lo&2ro Tb`,T v LBNIro Rmlmw. tmE4p TB UM Laa6iro Rmt.mar Le00lro TaglBmy. L-ft Ratan.., Unftp TnNTAery. 1a&Bro Ralarotler LBYeN Tnp Ol L-dhoo RN ngulY Laz TIS"Snp. lNdug x., b.Alum TubeMug � � d 6 (g7 4B E � i� 5 gg !@� p�$ ®, Sgk I Sg if, fill, Ij h Z� 1Sg S@ 11 i�@42M 1 tl� I I�' II e�.1 111gg11 W2 3D 16/.0 4D IX2 6D Ia9 418 IUD We 138.8 414 B0,1 6D 134.e 411 MI 6M IMI EM 13U tliX] 6D 134.1 411 51.5 6M 134.1 4H 4&1 W6 1N1 4H am 08A 40] loon 333 Dos 4W M.i 3M e&0 471 X.4 No 60.4 4W 61A ]B Wi 4M N1 4W ]&8 3H 403 4W MA 314 No 4W i&0 314 X.2 4W 78A 314 60.WSIn 623 3W 91.0 301 6&B 3W 18.9 3B1 69.6 am T1.B 2W 61.6 3W 07.2 3W 4xi N1 00 3W 63.9 28i SID 3W 896 Dm 67.8 318 74.1 ]81 W.6 318 61.2 M1 488 318 W.i 260 a4 318 630 2W 37.7.310 40.6 240 283 318 49..1 MB 21.2 31B401 318 31.2 916 4&i Nfi 60b 4&6 No WA 216 0.2 268 46.7 211 903 MB Q..T 00 X0 20 322 Xi 27..5 2M W.B 266 33.4 X3 "A 2M W.2 XI 1xT DB 3L2 Xi 165 No W2 Xt Wh 427 2M On A3 no T.N .1 1M no 2H 34.i 1M X7 2N 31.0 1. 331 ]31 M1 2N MA iN 17..0 2N D& IN lot Zit 3&6 1W 134 2Y MA IDh 3E2 213 AA 1W31.0HJRiI1B 288 213 D.6 ii6 Y!.2T]No 173 MB 213 D.1 213 U7 1W 1e6 213 222 181 1&3 31,i 220 1m 11A 213 yA 1nM AS 1D W.1 IN no fig Zoe 1W XA In No 149 1"1DXA 147 18B 179 1&T Teh 243 161 A4 14 X3 101 21.e IM 17.4 161 1&0 1Y 162 tel 17..0 In Min =5 1W D.8 1X l(to 1W 1&B 131 1111 1W 11,6 1M AmherCepecl hble pb& 3lfelnle 31k %I[MB Sq Cee. MOW.aCNY FnEOgN PTWtO'I Mtl9 Anch6TCI1P Pelbmk PnMTy(a yfCEko NIrSm 1/f p[o101am RH6•Eko Nam y16'EkoYMYM 1N•EkO NIn[m Vd'69 Fk0 AXeealY y18'Ekn Mlam V4BBEk0 nm[dtlq X1061R1 azm. No D1 81ee1 e[rea(ON Y1261a11 6[nn Mn Egpgslarca(Ilj 1' ?Il[ 1• 34? >L9' 1• ?tit' 1' 2VY 2' 6N3' P 01f 061' 0.92f FmlwJnml (hj 19r I9f t.YIr I r I 1-ud• I I-Vr 141T 1.1N• I 411f 141e 1 z M9• id6 leka dM[lon B19'MM O.G/ 36An10 I 1 Ti01W lWb E9alb 1�PG 10i6 Xe 6NW 100 WF ]810J iMq[ ®01b 1W]&e 692Wa fiW.e 11 M (OP,.)X \ MULLION CAP.,„,,.,, =ANCHOR CAP.,® USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IB LOWERTHAN THE MULLION CAPACITY (FROM THE TABLE) OFTHE SELECTED MULLION. [TWILL YIELDAMINIMUMANC14OR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. .28g•-� PRP.fI.UCFRRVISOO SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1 aJ minpip".INem Flu 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS ISALLOWABLE, Buileb,&CP80 Acnplanm No(� t FIGURE 1: Bxpbaliw 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEEFS21.23. 2.118' BT BE FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 126' M OedO 1j7IIIilI USED IN PAIRS. ANGLE CLIP MUST CONCT(CMU) ALL ACISPECIFICATIONS. HOHALL LLOW \�J 1�(L I Al, CONCRETE CK L, CONFORM TO T NTED CON FORM TO ABTM 0ALLBE DS36TSAN T ZO .• : ti;%�10ENSE •' OF.1 ANDBESTEEL O EWITH AN SO BEAMI MINIMUM YELLOWSOUTHERNSTUD PINEWRHINSO OF 0.D YELLOW SOUTHERN PINE ' 33 ANDUMeHAICK(IS GAUGE). TO OBE AMINIMUORS TNICXXJ26'T 0TLEST MULLION LINEGRA =T':T 3 SC EWTHEADTOBEAT HICK AND ALL INT METAL SHALL XTEN BEYOND rwM.12V (INTEGRAL FINMULUON) NP. D8708 OODMAYBESTEE,I"S.ATLEA6T98CREWTHREADS THE MATERIAL p10 S g12 ANCHORS INTO WOOD MAY BE STEEL, 18-S 9.B.OR 4105.5. THE MTERIHICNIt 012 ANCHORS INTO A. LYNN'10I2LER, I FL REA 6870B IMiLt 10A Mulnon C• BB Table B31T OponinBMOtlllt qiy adw"p121T111D1m.Sm)orOp•PMB Eh HaOht((Or Wfiw*Yyepe13i1p 01n Imin mom) al0 ale TON IAh INN Imh 326-130 nvlmptlee bvV§V Tlep•Mvp. InednO PlelugNv 1h9rBlvd. InOdn6 R%lenp4v W0 TepNu9. ILed�9 Peelalpvv TFpmery. LmL....gbaENgg9 Pe[IVWIu Tleplmm9. Paelelpler ImJng9 11apTIanO. Im9W R%ImpAv InedW Ift'smup. Use Wa1NPly Teymuy. IsdnB RaunWW TMntlelW. Barmuu ggWmm 8� �g gg 9a gg glbdng9 a�1<edn0 g ash $$lpdn0 ggbMM glaeEN mF Into 6m 1m.0 135 DOA NO 1Ne So 110A LOS 1ro.0 W2 Im.O Ste iL0.! Ita 1m.0 ml 110A 1241 1m.0 m1 Iro.O 11a Into ml IroA Im5 Iron ml 119.f 1]IO 1m.0 ml als U0.0 ]00 IRO mt 1500 Ba ]oA9$I10.0BW1Imo Im Imo Bm D00 iWB 1}00 N1 . 110s Imo m] Ii0.0 ta5 1]0.0 SI] INA IN3aN 110.0 mT INA 512 I"A 0a D00ltN1}0.0 }a Imo 1A0 Into W] IJW bA Into mi 10.3 Iusah 1}00 Sa flS0 ml Into Into to, life TZO.m.'S I.1Off0.0 IWO11aImo em 9mnth 1tl1 I215 Into ON 1mA Da 150A Ba t1B.0 1TIe5 10.0 ON Imo mO If INS 1308ION45A Ba 114.3 INS 1311 0aa TO In 11&7 NO ]00 Im.l a0 111A me Sm m0 100A m0 1m5 0l.5 NO ]AO 1140 m.] TN a] 6M10 N0 OW im Im.O 93.e Yd a3 iB2 615 Om lm m.0 m.9 ]I9 a] m.1 m.B Sm Tm a] }I.1 Sm ea 68.1 4B,8 Jm lm m.2 a.l m] m1 m.1 429 OBO ]m 10.6 W.1 mB mB N.0 31A Bm Tao ieA 81.0 mB SD 'IBh W h 110.5 !21 6a IIeB 2M a1 000 m.] T., ]a Sm 0&1 mA SN 491 ]0.1 51.5 Sa SE aA ad m2 10] m] 411 Sa 6m ro.1 10.9 ml Of10.1 40.6 200 6m 10.A N.1 a2 4a a1 m1 ]a al 40.] 10.0 Oa 4m 1eO J60 ]a tm SBA 36O al W a.5 mA ]a 083 aA m.d 60e NS N.e YL6 }a 6m ad ]IA aB N2 60N 09A 4a 01.1 M) ISO 40 516 NO 41.1 4" NA 427 37.1 40 39.0 421 133A 40 35.1 415 MIT 4m 313 IN 24.0 495 20.1 400 21.2 495 m0 3" Its 4% m.0 3m IaF II.i ]B1 mA a] a.0 Ja ]Se ae and 391 3M a'! Mi ]01 m.0 UT 2]A 3a I ma 3m me of 22B 3m 1 17.4 391 10.1 mf ILA mi Il1h aA 3m 3BA >ss no m0 J>A 310 ma 3ro ffie me 2&0 m0 F3.3 320 ilA 3m 22A 31B 122 11 26B ]12 160 3m 1e.1 3a 1mF 10.1 31] ]OA m9 mA 11i 3&0 2a OI.T 317 22.5 Oa 19.0 SIT IM ON 1&0 ]R LTA Td INN Da ie 1S.e 1m ABLE SB AnchOi C• eei T9bb a Bubinly 2St fbleMe S.a OYw. IMw1 CM11 F9M BMU Bi'A1N MeW YIB'Ek0 1/1'fiB Fke WIS. IN. 111•SBFhe BISBMI •I2 BiW 01281M AVMrrypa YIP Ebe UlaOm iMEke vOmcm NOum Y10'Eba mOewn 111'Ek01Mmm A00.Oekr mvcm A09vAeW Bcv4105) Bonrce (OS) Buad(OSI AnOh0i Cap POBemO EOW Gelera•UnS 1' ?IR' 1' 2-0? 1110' I' RAIC 1' 2-0? r 5110' r GN• b.a• S.mr EmWnM n 1y1• Iy1• LLr b3/r z 1•I4. Idll' IdN' 1-0II' 1.1H' I-111' r 1dP ISR' 'Mel G)Ary 1SC SaW 31WA14 &WBAb 112" 1b IaIm]DnM2roIMQO•'WWn 1M 2h6AArypNDpWIapb. teml4 WWl aE bee OAmMttW 2}I'MIn. GA.I 11m0v I1m IM 9a IM 22101b ]25161 WA a01[a AN IOISOBbIb 1I1N30IW1N 1a312 FIGURE 1: 1---1 m FIGURE2 FIGURE 3: ANGLE CLIP (FIGURES 13) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2A FOR GENERAL INSTALLATION METHODS. 2) UNFA2 INTERPOLATION BETWEEN MULL LENGTHS AND00R OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 2143. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-n FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM GOO. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF O.M. ALUMINUM SHALL BE XSG3T(SAND BE A MINIMUM OF.125• THICK. STEEL STUDS TO BE A MINIMUM GRADE 33ANO.045- THICK (18 CAUGE). STRUCTURAL STEELTO BEAT LEAST.I2P• THICK ANDA3e. ALL ANCHORS INTO METAL SHALL EXTEND ATLEAST 3SCREW THREADS BEYOND THE MATERIAL. Mi) & 012 ANCHORS INTO WOOD MAY BESTEEL, 1341 S.S. OR 410 S.S. as -MY MULLION NA, SST05 J ea¢rxunm' v J3SJ33HS1 �ORM3N4MIM DISMOSwr ��" ve 9 LGISZ/80 DISMOSOii f AN .`` -:'--,�f✓/�%� u� avuoai m� "" :av®rmo �a +e y .i.2 R ZZ iif00E9 w tl/N tlM 2 pd m S'J3dS llflW Atl933il�J30 Sb� o O yg z.z M'a?:-obi SNoiTinW3erLLvinNIWfINJ.NV15isati-J.OtldWl �yS ;�,� S•OS j '6 i rn y oO xQ��'mo�w p U �CUO.�WaO� \o w ¢ FDiZ<<rf00 0 Z65WF��BW �� p p QYIC^Z Z Q 4o�ao�am15 om tm.gO J 2�VOU p % UJ6 UDOER s ra�za a- ao <g0Rs� e3�R� EG. ash `i w Sad z 4. o w mw d 3e.'E8e 9 my Mwo�°¢O' ego 999 o @� o�-Hj y 2 m 0 �YIZ LL� Eq ti. p< F o mo Tmf iz zdu1 ¢ 06mpOdi ^o b G�a��g4OmOZQrp 5 a 5 LL 9 0 of t6tzoj W 8< � o �� 3ag�o�On- y p �Rg wqW oz QF .-`LF `L SN J ^' l- Q NWIJ O Zp m -sx3? r oow aOF��of �f a iio Qrc�wOO Oz 2 �0 OO $N spa Kro 0g03 OF mi U Oj2z e Z a O JQ Za Zo 'n Lg�q ZZ_ W �-dLL 63a26¢ O u �fr a"$i; ��i o zzr w�wmar fr N-�ffiSS yy�_.�4 Z00 S 2 N R W F e Z v2i�b� 00 �iili 0�6 mr0 r 2 mW nO_oW v0Y 3 6 . geS z ro ^�88R w a - 9 i s€fibg r MAN $ 1 E al7 � 'fit w AAA rc nna Jw c $ oo �� G� • • 'd ae Old b 'y� ®^nne J � a a r r 5 7! 9 a �ww�eo'a_�:'��8_�'s3�"a az+R�siaw _ Fu+tlo� 8S AP�wN � _ d94 4aomtWaM � 3 R 4� 3-: R R A g R b (mil 0.M a �d �� n Rn m m m m o F' a i5 g n an $ (py�y 6 q Arnim mn � s � m n � � w artr amwoda aE�"a��m�$'$"e �� F9 �WP41 `_` b t�wmma �y,.y�rpry En� 4r�aeo % a � '•_I B P� fi 8 S� S�� S R �f° NP®W=-aV c � unmomN fi� � 8 � � 8 � �44 i99 a�pa�WW � 3 e� m z � � E s � e smm4°'"""Ww e µmYp Yey� C n J J a= S os�aaaace�aas.as L S i G S S S S 5 L S 5 S S i CREATE F6I. SEE I MIN. F MM. OETMLF, 6HEEid 330-MIN. I A I eam'PIALUM 7 I TOPVIEW STANDARD CLIP SOR-TBALUM. TOPVIEW .37W MIN. CENTEROFAMCHOR HOLEMUSTLIE WITHIN THE DASHED 60UNDARY.SEE SHEET85-17FORTHE ANCHORO.C. DISTANCE. MAIUMUM ANCHORHOLE MIN. DIAMU :ANCHOR DIAMETER. Will. TAW F P 1'X2JWXAWMULIION W0 TAALUM. X-aEC ION —I I—.12C 2%6ANOLE CLIP a "ECTIL N 2a %SECTION 125' .37W MIN. )^ i y 2X5ANOLE CLIP BO6ITBALUM. TOPV Ew CENTER OFANCHOR HOLEMUST LIEWF R THE DASHED BOO.C. DiST.SEE SHEETS Sir FOR THE HOLEANCHOCLAIM IMETERSTANCE. 0AMUMANCHOR HOLE DIAMETER: ANCHOR DIAMETER• I/16'. -__ - Mull Dimension (aheel0) PGT Panty mullion SM. Clip OMet Clip U-0IIp An810 CUP 1"X2•X.125•(5) 66605 688113M 6681118M 668243M 666511M 1'X2"X.376'(6) 886006 ON114M 6601ilEM 666MM 666512M V XZ75'X.375'(7) 88807 666115M 6681120M 666245M 66B513M 1" X2.76' X.B50"(8) SEEM 668116M 6661121M Bfi6246M 66B514M 1°X3.12C %.600"(B) 66637M e6B1116M E661114M 688242M 888516M 1.25'X3.188• X.265'(12) 66841M 6681117M GW1113M 666241M 6%516M 1.26'X2AI"X.12W(18) 69370 NIA WA WA 668517M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GMEN ON THIS SHEET. 2) SEE SHEETS 520 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS 6 ANCHOR O.C.DISTANCE. 3) SEE SHEETS 2.4 FOR GENERAL RISTATLATION METHODS TABLE A DlmenNon Value(In) For Mullion: A 1.626 1' X2' %.125' Aluminum Tube Mulllon B 2.854 C 0.896 D 0.740 Alumnum Tube Mulllon B C 0.835 O.W5 D 0.490 A 1.875 1' X2.75- X .375Aluminum Tube Mullion B 3.ODO C 0.757 D 1.118 E .450 Min. A 1.312 1-X2.75•X .650' Aluminum ITube Mullim B 3.000 C 0.476 D I D.838 A 2.000 1'Xa17b'X .500` Alum Tube Mu0 B 2.837 C 0.663 D IA37 A 2825 116'X3.186' % R6` Alum Tube Mull B a282 C 0.862 D 1.762 EA 1.813 .121'Alum Tube Mull i<j' 14o. 567U5 FL s s ■ s 's i i i i i 1 i i i rIt .25P F7 3]5D' .100' 126'X3.2SX.i0Q MULLION 0005.T6ALUM. XSECTICN —1 .820' 1-- ---1 .827 1- 1.25'X3.25-Xb 1.25'X&. XA2V MULLION MULLION 0006TOALUM 6006•T5ALUM. XSECTION X-SECTION .376• MIN. 7440.0 I II I � 6• I '125" 9TANDAROCLIP 2.000' 60837SALUM. I 2.121" 2.D00• 2XSANGLECUP XSECTON U.CLIP1SW3.TBALUM. 9089-TBALN L %SEC ION 26 .126' X-SECTION .,25•r CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS F20 FOR THE ANCHOR O.C. DLSTANCE M IUM ANCHOR HOLE DIAMETER:ANCHORDIAMETERF1/t6'. - S.MJO' 3.126' CUT HERETO ,375 CREAF DETAILL 5SHEE9HEET4 376' CENER OFr------------------- I I ANCHORHOLE I I I I I MUST LIE WITHIN I 1 I I I I THE DASHED I I I I I I F BOUNDARY.SEE j SHEETS E20FOR I i--- i i--- F .THEANCHORO.C. F-------- I I I F I DISTANCE. I I I I I MAXIMUM I I I I I I ANCHOR I I I I R., ANCHOR: I 1 I I DMETER I I � �_______� OIAVETEHII6'. a_____________.-_______F L ______ I Lw 2 mat E STANDARDOUP UCLIP e063TB1 CENTEROFANCHORHOLEMUSTUE 606}TOALUM 605XTSALUM TORT -WRHINTHEDASHEDBOUNDARY.SEE TOFVEN' TOPVRW r BHFFTR 6PII FOR THE ANCHOR 00. TABLE TABLE C. CONT. I I I I I I I OFFSET CLIP 600TBALUM. TOPVIEW i) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ONEN ON THIS SHEET. 2)SEE SHEETS S20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Dimenlon Value Un)l For Mulllun: Denanelon Vniva (In)"�17 4' 125' Alml. mol F 0 1.3 O.6WH 2BW 1 I"The 3.2W F 3107 1•%4'X .37Y AWMDum T� yr F O 2M6 1.f28 i"ai 0 H I 0.]67 2" 3.000 H I 1.500 3360 F 22W 1.25'X326• X.100' Atee$. TIb MMIbn F 2A13 0 H 0.750 1.600 F Z675 I 3260 TART F n Mull Dlmanl.n (lleelp PGTPeHO Mulllun SW.CIIP 011eetcllp UOBP AnolacBp V XP X.12V(10) Settee W5111M 6VHI22M L im SWSIBM TXCX,378'(11) SW1D M112M W 1123M SW342M M519M VX4'X.375. D7) OW53 M112M BB51123M 6SV42M 0111019M 2 X3.26X,10W(10) 201W W01127M 6801124M 0662410M 60W118M I M X327X.624•(14) 2DHH W81128M 6Wfl25M SW 411M SW5116M 1.WX391'X.Me(15) 20162 BW1117M 6W1/25N 859241M BWefiM SO De2me(19) Mg WA WA WA SW9110M 48 Dec.(W) 66850 WA WA WA SW5111M Sj LYNN M/[F7/: d: 140. ED706 b I 19 g' TE F TABLE E Mull Dlmenelon (Eheotf) POT Pang Mulllon I Std.Cllp U-0llp AnSlo Cllp 66602 606261M 886271M 6865112M r 2°X6°X.25'(17) 66604 1 688262M I 006272M 6685113M NOTES: 1) HOLES TO BE DRUED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2)SEE SHEETS 6-20FORSUGGESTEDAPPROXIMATE HOLELOCATIONS. . 3) SEE SHEETS 2-0 FOR GENERAL INSTALLATION METHODS. 2000' .316' �I MIN.4.000' .250' r%4'X26' MULLION MUON 6083.TSALUM. 0%SECTION .250' r—ROOm—�i r%3'Xss MULLION 000346ALUM %SECTION STANDARDCUP 6�Tii ALUM. 3.fi00' CUTHERETO CREATEMIP. ,3i5' £ SEEOETAL.F. 3HEET4 MIN. r________ --- _------------ 1 I I I 3430' I I I STANDAROCUP CENTER OF ANCHOR HOLE MUST LIE OOOSTOALUM _.HIM THE OASHE0 BOUNDARY. SEE TOPMEW CUTHEPE O 3.600'� C=E"FECLIP, SEEOETALF. '3iY MIN. f- eHE[re FMIN, £— __ __ -------------- I - STANDAROCLT OOOS.TBALUM. TOP VIEW UCLIP 2X5ANG1UECUP I3.T8 ALUM. O003.T8 ALUM. :SECTION 2,pOm %SECTION L 126' £ .3T6' I I a I 1 UCUP OOOSTOALUM. USED FOR 2'X 0' MULLION. SHEET 17 TOPVIEW 2XSANGIECUP 60 78ALUM. TOMEW A. 3911 No. 58705 �ic EXAMPLE 1: SINGLE VERTICAL MULLION 3r 3 ��iuuuv4oTx PENINO WIDRI EXAMPLE 2: MULTIPLE MULLIONS THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOURSIDES. THE WINDOW FRAME DEPTH IS 2-IIV. THE OPENING REQUIRES ADESIGN PRESSURE OFa60.wa.OPSF. 1) INITIALLYASSUMING THAT A V WIDE MULLION IS SUITABLE.THE MUWON LENGTH IS 72-AND THE OPENINGMM ISREFERENCING SHEET 25, ME COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MU.UON THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 9114-MO WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF •600A0.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A. SHEET 7, THE 1' X 2.75' X.375' MULLION (LENGTH -72', OPENING WIDTH a 70') MEETS THE DEPTH REWIRED, HOWEVER THE DESIGN PRESSURE IS+)-5S] PSFMC WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A. SHEET R THE V X2.75• X.050- MULLION (LENGTH v TV. OPENING WIDTH -70') HAS ADESIGN PRESSURE OF N-72.7 PST MICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 USE. 2) USE TABLE 48 TO FIND ME ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CUP WIM (4)412 ANCHORS AND THE 2X5 ANGLE CLIPS WITH (4) #12 ANCHORS HAW CAPACITY OF 665 US. THOUGH EIMER ME MUM BE USED, THE STANDARD MR IS EASIER TO INSTALL. 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MUWONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS H BOAPSF. THE OVERALL MU WON SY67EM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 08 LBS. ALTERNATIVELY, ME ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALW LATE THE ANCHOR CAPACITY REQUIRED FORME EXACT DESIGN PRESSURE OF W PSF: (60 PSF)X( 638L89 �v 524.9LBS (MAYBE USEDTOOL IUF #10STEMSMMSFROMTABLE4B) FIT PSF THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 24Y9•. THE OPENING REQUIRES DESIGN PRESSURE OF.50.01.65.0 PSF, 1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE, WE MULLION LENGTH IS 32412411105-AND ME OPENING WIDTH IS S643141'-7T. REFERENCING SHEET 23, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN ME MULLION TABLES FORAMUWON THATISAT LFASTMEWINDOWFRAME DEPTH OF 231 MO WILL MEET OR EXCEED ME REQUIRED DESIGN PRESSURE OF 150.01-55A PSF. IF ME TABLE DOES NOT SHOW ME EXACT SIZE, USE ME NEXT LARGER BODE AVAILABLE. FROM TABLE 3A SHEET 7. ME I-X 235•X MY MULLION (LENGTH -108', OPENING WIDTH a B9 MEETS ME DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS.1-15.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A. SHEET 16. THE 2• X4- X.2W MULLION (LENGTH -1US, OPENING WIDTH -80') HAS ADESIGN PRESSURE OF+14M.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE ME ANCHOR CAPACITY REQUIRED OF 971 LBS. BECAUSE IT IS NOW KNOWN THAT THE MULLION W MADD 2• TO THE WIDTH OF ME MULLED UMT.THEADJUSTED OPENING WIDTH IS W.3642174•.N0T73'AS PREVIOUSLY ASSUMED. VERIFYWAT ME DESIGN PRESSURE IS STILLMPLICABLE FOR ME ADJUSTED OPENING. ALTERNATIVELY. THE WINDOW WIDTHS MAY BE REDUCEDTO MAINTAIN ME 7T DIMENSION (35-iPt43} V242'v737. 2%UARTASIE 129 TO FIND THEANCHOR TYPE. ANCHOR WANTITY AND CLIP TYPE REQUIRED FOR THECONCRETE SUBSTRATE. INTHIS EXAMPLE. ASSUMETHEPOURED ANCHOR CAPACITY OF 071 US. FOR THE HORIZONTAL MULLIONS: ANCHORCAPACITYOF ID50 USE BECAUSE THE VERTICAL MULL WILL BEA2'X 4-X MV MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORZONTAL AND VERTICAL MUWONS, ALTERNATIVELY. MOTHER MULLION TYPE COULD BE CHOSEN. FRWUCTR6VI5® ' 1) ME MULLION LENGTH IS W AND THE OPENING HEIGHT I$ 324TPF2•=1OG'. REFERENCING SHEET 26. THE COLUMN USNGTFUPE201DAVRNNNWLAR LOADING MAY Be HAS A DESIGN PRESSURE OF P417O.O PSF WHICH EXCEEDS ME N819 Flodh L AWE )0.C'Aja"I USED. FROM TABLE I2A, SHEET 18,THE 2•X4'X.2W MULUON(C LENGTH -42•, OPENING HEIGHT -120-) REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 US. pinlim Dee QG$( 2)USE TABLE I2B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REWIRED FOR THE CMU SUBSTRATE IN THIS EXAMPLE, ASSUME MECMU JAMBSARE 6' BY WIDE. IF ME MULLION CLIP WERETO BE CENTERED N4THIN ME 8', CARE MUST BE TAKEN TO MAINTAWTHE FASTENER'S EDGE DISTANCE. USINGME 2X5 ANGLE CAMPS WIM Mw°D444Ra41M (4) 311 V ULTRACONANCHORS ATM EDGE DISTANCE OF 1' GIVES AN ANCHOR CAPACITY OF640 WS WHICH IS GREATER.AND THEREFORE SUITABLE, FOR THE REQUIRED 111I 111 `J QNx LYNN 4,"//--/""/i/i ANCHOR CAPACITY OFN1 US. 4)FOR THE U-CLIP IN THE HORIZONTAL MUWON TOVERUCAL MULLION, USE ME SAMEANCHOR CAPACITYOF 621 LBS.TA91E 12B FORME UCUP SIOWSWEANCHOR .`'`a:'VCEI4SF':X-y CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND MEREFORESUITABLE. FORME REQUIREDANCHORCAPACITYREQUIREMENTOF521 LSS.ME ANCHOR TYPE IS A812 STEEL SCREW. -- H: NU.03705 FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS 0-64.7 PSF FROM THE VERTICAL MULLION; +/-170A PSF FROM ME 36' HORIZONTAL MULLION ATTACHING TO CMU; .1-170.0 PSF FROM THE 36-HORIZONTAL MULLION ATTACHNOTO THE VERTICAL MUW DN (INTERSECTON} THE LOWEST DESGN PRESSURE IS HE4.7 PSF AND MUM APPLY TO ALL OF THE MXIWONS, VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MUWON SYSTEM, ME LOWER DESIGN PRESSURE OF MUWONS OR FENESWATMN PRODUCTS, WILLAPPLY TO THE OVERALLASSEMILY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH ME MULLION AND THE FENESTRATION PRODUCTM INSTALLED IN A.LYi ACCORDANCE WITH WE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL EXAMPLES OF RECTANGULAR LOADING: Ir - Fill LOADING OF VERTICALMUWON SLLLOFVMNDOWSNOTANCHORED I � I ow IILd�I'�` dir, I LOADING OF VERTICAL MULLION SILLOF WINDOWS NOTANCHORED LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR 15 NOTCAPTURED ORANCHOREO 11o%�II LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONE LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION LOADING OFNERTICAL MULLION LOADING OF HORIZONTAL MULLIM �I, i LOADINGOFHOUZOWN- MUWON LOADING OF VERTICAL MULLION m LOADING OF HORIZONTAL MULLION NOTES: ;X000CTIt5VISE0 W PIwNa l I)ORAWINGSAas E ildim CM.�iIh puildma Code RERESENTATIO RONFIGNTATIONS OFTYPICAL Anvduwo Na CONFIGURATIONS. p Im �^ �p CONFIGURATIONSNOTSHOWN MAY BE EXTRAPOLATED FROM DP Mlun RnLct THOSE SHOWN, IFTHE LOADINGE GWNOT BE '•;may RECTANOUTARLOADiNO.3) >; �LOENsg v. k: SEE FOR �� Nn. 50T05 ACTUAL ANCHOR LOCATIONS. ACTUAL ANCHOR LOCATIONS. q/y i