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Home My WebLink AboutNOASCANNED MIMIAM MADE St. LucieBY Cni InI; � M)AMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w .miamidadeeov/eoonomv PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable s do s of construction materials. The documentation submitted has bee rev d ac a County RER - Product Control Section to be used in Miami Da a Court er e ow 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 Dt7C—'MNT: Drawing No. MD-SH2O0-01, titled "Single Hung Window Installation" sheets 1 through 8 of 8, dated 05111/11, with revision C dated 04/22/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., 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. NESSME IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturees 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 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 ' 7/O _ Approval Date: June 16 I COUNTY �LD Page G DIVISION YREVIEWEDFOR I LL#NCE REVRD Y , DATE_[ . r N1k. PLANS A -W PERMIT S 1 BE IMP ON.TOB OR NO INSPECTION WMI, BE MADE, PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOANo. 11-0614.01) 2. Drawing No. MD-SH2O0-01, titled "Single Hung Window Installation" sheets 1 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 2411.32.1, and TAS 202-94 along with marked -up drawings and installation diagram of series SH-200 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6479, specimens 1 thm 26, dated 03/28/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-0614. 01) C. CALCULATI6NS 1. Anchor verification calculations and structural analysis, complying with FBC-51 Edition (2014), dated 05/22/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted underpreviousNOANo. 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-51 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. FOAMOK43101 t 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. Manuel ez, P.E. Product Contr Exa finer NOA No. 5.02 Expiration Date: September 01, 2021 Approval Date: June 16, 2016 E-1 GENERAL NOTES: SERIES 200 Ni , iIMPACT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WF H THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLES 5 & 6, SHEET 4 &5. 4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5, SHEET 4. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE IAA THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5 & 6, SHEET 4 & 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: 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 ANALYSIS AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33 1/3! STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FIL-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 & 3_ 53-1/8-TII 52-1/8"1 NO ANCHORS 4 REQUIRED IN VISIB FLANGE FRAME HEAD ri A 8" MAX. FROM '-- CENTER OF MEETING RAIL 8" MAX. FROM CENTER OF MEETING RAIL F+ WIDTH WIDTH �{ t i HEIGHT / / HEIGHT i EQUALI PROVIEW/ORIEL ARCHTOPPROVIEW/ORIEL RADIUSTOPEIXIALL 9" MAX. TYP. FLANGE F (TES- I STAN •201 •AS' g•AN •ALI •AIE s;i A. LYNN MILLER, P.E. "1 vl •i � Y � � �Y "( +i � ti `'f �i '4 ri � "i � �? N "! � �? N t? t? Y Y Y Y' Y 1101�0 Y EO O m co N m} O m Otpp o O m m N Wpp m O m� O m m O� M� m yW w e pmppp a m M p f9 a (��l N p M of {�+! N M M N M U. O) O N O N O W O a0 r �- CO11 M Q t, N O M N m N h N M 0 m N M O h N M W M U. 7 O N O N O r 0 0 CD r r m I,:M a t• N O M N m N t1i N Cl T to N MR A NM W M W O M m M m m H W t0 m t0 N OI 7 W m r N d' '' O a m �- (O r y, _ ar O r .c} W N mR 'd' o a o 0 0 0 0 o to o o u) rn o o w N o o a N W r a r a o r V W N 0 is m O t0 t0 N m 0 CO W CO M _ M M m t0 M tO m t` to r A n m m A N N N r O to m t` N N E G V u� cc�� aagp fV c� u� ��qq aagg Iff qq ccQ� gg mm gg vv�� oo�� r oo�� ap r y u} M O O O O O M r m O LQ W O tli O Un IQnp tt-� N V 1O� yO� 1OO 4(O� BOO BOO BOO BOO oM 1OO WNW �-I BOO mN pNp w. pUp M.. 1(NJ a + + + + + + + + + + + + + + + + + + + + + + + + -+ . + + + + + + . + + O N N N d; r1l: h It M 0 W m v, 10 v, 'C m t` c M m p W m m N 0 M r N r r '- N M w ^ O O O O o O b O O O O m O O M OO O m m OO M N rr r N MO Gdis a + ++ +82U92F its s+8 2g32 *ts� ++V� + aN I I I I I 1x w e co 0Og o 0Q o r o o r M m 04 M W tD oOQ m M O m 05q m rno�� N N t- aram� O M mc� n O co a � 0 I Vl � % °^4 L g q Qw! o0o� 5 o q04� "T_ c o v Ib N o b o 0 0 0 0O 0 0� 0 0 0 o 0 0 0 0 0 0 0 mho oO 0O o N} 0 0 o 0 0 o r op aD iD w w N �mO h w y w w w w w tq w 0 N w {{ g w w w e +++ O. i i++ QV + �S + + i + + + + + + + + + + + + + + + + + + + + i i �' .E Og O O O r 0� Ogg O to Og 0t0 Og to W 0o� 0 W o m W Iy� o [ W� w O m m co co w O V Y 4 40 "I g 7 Q `? � � "7 7 � � QOg "f g 7 � f• 4O4 "l g "l n� � 'Y ! � �0�Q .l ti °P � "I f` `7' � }M� "I � � �5' � � "( cu�i `Y 0- � � W w � O O O O 0,0 o O O O O O O O O O O O _ O O O O O O r O O O M _ rwww0wwwwwwwwwwwww�wwww99p99 wwwwwuQ1iwwm� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t y .7 ro t1D fiJ- �O f0 to iD N r r7 e n T V l3 N y_ (D m _ ° N iD ?R0 r tDj Zi r f'O Y t0 V' % Fir S< w W o] W ob = w N Fj 2 w N N L i�. .ri- .W-. M m M yy w t v G aD pj S g }t �Or m } ID eV W yM; S c d' � N lL O� O n 9 T NN b �� O � t7 > > •+��[j O > > M r b 9 N N N N w t E 3 'a�i N t�9 V of m r n y F co S V TABLE4: Maximum Window Height' Sash Heightz (see Figure A, this sheet) Design Pressure (Ibsfit) for Glass Type B -J, Fin & Flange Frame Maximum Window Width' 19-1/8" 26- rZ 37 37" 41" 4W 49" M., 119116" (Equal Lite) +55.0 90.0 +55.0 .90.0 +55.0 90.0 +55.01 90.0 +55.0 90.0 +55.0 907 +55.0 90.1 under 189/16" +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 -90.0 +55.0 90.0 +55.0 .84.3 +55.0 78.1 37" 189116" (Equal Ute) +55.0 -90.0 +55.0 9D.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 -81: Over 189/16" +55.0 -90.0 +55.0 90.0 +55.0 .00.0 " +55.0 -9D.0 +55.0 90.0 +56.0 -84.3 +55.0 78.1 under 157/8" +55.0 -90.0 +55.0 90.0 +55.0 .90.0 +55.0 -9D.0 +55.0 -811.5 +55.0 -81.8 +55.0 75.1 15.7/8" ffiN 193/16" 3 +55.0 90.0 +55.01 90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 -87.9 +55.0 78.1 3838 19-1/4" (Equal Ute) +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 over 194/4" +55.0 90.0 +55.0 90.0 +55.0 9M0 +55.0 90.0 +55.0 -88.5 +55.0 -81.8 +55.0 75.1 under 199/16" +55.0 -%0 +55.0 90.0 +55.0 i 90.0 +55.0 86.5 +55.0 -80.2 +55.0 73.2 +55.0 96.: 199/tti thin 22-i12" 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 -70.1 229/16" (Equal Lite) +55.0 90.0 +55.0 .80.0 +55.0 90.0 +55.0 -00.0 +55.0 99.3 +55.0 , -78.5 +55.0 70.1 over229/16" +55.0 90.0 +55.0 90.0 +65.0 90.0 +55.0 -86.5 +55.0 -80.2 +55.0 73.2 +55.D' -06: under20-1/8' +55.0 90.0 +55.01 90.0 +55.0 -86.0 +55.0 -81.8 +55.0 75.7 +55.0 �.2 +55.0 -62.1 20-1/8" thtu 24412" s +55.0 90.0 +65.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 I .84.8 +55.0 -74.2 +55.0 -65.1 249/16" (Equal Lite) +55.0 90.0 +55.0 90.0 +55.0 -QU +55.0 90.0 +55.0 , -84.8 +55.0 -74.2 +55.0 -85.1 over 249/16" +55.0 90.0 +55.0 90.0 +55.0 56.0 +55.0 -81.8 +55.0 75.7 +55.0 59.2 +55.0 -62.1 under 2D43/16" +55.0 90.0 +55.0 90.0 +55.0 -8&5 +55.0 79.1 +55.0 74.0 +55.0 .67.3 +55.0 51.1 20-13/16" thou 25-6/16" 3 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.01 90.0 +55.0 -3.2 +55.0 72.7 +55.0 -64.! 505/6" 2538" (Equal Lite) +55.0 90.0 +55.0 , 90.0 +55.0 90.0 +55.0 90.0 +55.0 .83.2 +55.0 72.7 +55.0 54.! over 25- B" +55.0 90.0 +55.0 90.0 +55.0 -83.5 +55.0 -79.1 +55.0 74.0 +55.0 97.3 +55.0 61.1 under 24-15116" +55.0 .87.9 +55.0 75.6 +55.0 -65.7 +55.0 -62.3 +55.0 -60.0 +55.0 56.5 +53.2 53.: 34-15116" thru 30-1/2" 3 +55.0 ' -87.9 +55.0 -75.8 +55.0 -74.1 +55.01 -74.1 +55.0 f 74.1 +55.0 .65.5 +55.0 57.! 61" 309/16" (Equal Ute) +55.0 -87.9 +55.0 75.8 +55.0 -74.1 +55.0 -74.1 +55.0 -74.1 +55.0 -65.5 +55.0 -57.! over30911W +55.0 -87.9 +55.0 75.8 +55.0 -74.1 +55.0 -74.1 +55.0 74.0 +55.0 -65.5 +55.0 57.! under253/4" +55.0 .83.9 +55.0 71.7 +55.0 -62.0 +55.0 59.9 +55.0 57.8 +54.5 54.5 +51.3 51 25314" thou 31412" 3 +55.0 83.9 +55.0 71.7 +55.0 -69A +55.0' -69.4 +55.0 -69.4 +56.0 54.5 +55.0 56.! 319116" (Equal Lite) +55.0 -83.9 +55.0 -71.7 +55.0 -%4 +55.0 59.4 +55.0 59.4 +55.0 -64.5 +55.0 561 over319/16" +55.0 .819 +55.0 71.7 +55.0 -69.4 +55.0 W.4 +55.0 -69.4 +55.0 -64.5 +55.0 56.! under293/4" +55.0 .68.3 +55.0 56.3 +52.1152-1 +51.5 51.5 +51.5 51.5 +51.5 51.5 +50.0 50A 293/4" thru 364/20 3 +65.0 58.3 +55.0 56.3 +52.1 521 +51.5 51.5 +51.5 51.5 +51.6 51.5 +51.5 51 73" 369116" (Equal Lite) +55.0 58.3 +55.0 I .66.3 +52A 521 +51.5' 41.5 +51.5 51.5 +61.5 51.5 +51.5 51.'. over 369/16" +55.0 58.3 +55.0 56.3 +52.1 52.1 +51.5 51.6 +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.( 78" 313/4" thin 39' 3 +55.0 -625 +50.8 50.8 +46.3 46.3 +45.2 -15.2 +45.0 45.0 +45.0 304/16" (Equal Ule) +55.0 525 +50.8 50.8 +46.3 -46.3 +45.2 t -45.2 +45.0 .45.0 +45.0 ' Tip -to -tip dimensions for flange windows sham. For fin windows or buck dimensions, subtract 1". 2Cherall sash height. For clear daylight height, subtract 3-9/15'. 3 Size range includes the standard Pro -View (3,aver--2 configuration) for the given Window Height. For overall sash width, subtract 2-15/16" fimm the buck dimension. WINDOW HEIGHT -SASH HEIGHT CAN NOT EXCEED 53'. ALLATION DETAILS F( =IN FRAMES INSTALLATION OPTION 5 CURVED HEADER EDGE INSTALLATION DISTANCE ANCHOR(SCREW) THROUGH THE FIN EDGE DISTANCE 1.4Ij65" 1 l� J� J— VISIBLE LIGHT HEIGHT 41 EXTERIOR 2.751" RI 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 2X WOOD, SEE NOTE 2, THIS SHEET j I EMBEDMENT VISIBLE LIGHT HEIGHT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE EDGE DISTANCE PER SUBSTRATE, SEE TABLE 6, THIS SHEET 2X WOOD, EMBEDMENT SEE NOTE 2, THIS SHEET EDGE 2X WOOD, DISTANCE SEE NOTE 2, O THIS SHEET EDGE DISTANCE EMBEDMENT 1/4"MAX SHIM 1/4"MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND I EDGE DISTANCE TYP. ANCHOR TYPE, Ij 4 PER SUBSTRATE, II EMBEDMENT AND EDGE SEE TABLE 6, THIS Ij DISTANCE PER SUBSTRATE, INSTP SHEET. II SEE TABLE 6, THIS SHEET. INSTALLATION OF OPTION E INSTi STRAIGHT HEADER ANCHC INSTALLATION ANCHOR THROU (SCREW) THROUGH THE FIN USE EITHER LATCH (# 29) OR BOTTOM LOCK 32-35 (#11).TESTED -jj - UNIT LOCATION: 6-5/8"FROM VENT END. ANCHOR(SCREW) THROUGH THE FIN #10 STEEL SELF -DRILLING SMS (G5) r 1/4"MAXSHIM 1i EDGE DISTANCE EDGE DISTANCE 2X WOOD, SEE NOTE 2, THIS SHEET EMBEDMENT VERTICAL SECTION D-D ALUMINUM/STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 6, THIS SHEET. NOTES 1) USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED ON TABLE 6 OF THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) 2X WOOD FRAMING OR BUCK, 1-1/2" THICK OR GREATER. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. Firlm DADE API VERTIC, 1/4" f PROPERI X #10 Ste n A. L1 kq WR, P.E. P.E.#58705 TABLE 7: Anchor Quentltles Required, Flange Frame Maxhnum Wirghw Haim Sash (see Figure A. tlds sheet) Maximum Werdow WHtht 19418' 26-112' 33" 3r 41' GroupA Group B Group Group A Group a Group GmrgA Group B Group GrataA Group B Grmup Group A Group B GroW GroupA Gr 2< m mm 3zm 2 m E �Zmj S qm E 2 sm3jjm M S M i 2zm$ 2 f amz F 1zm� f N qm g m E m M Am g m 0 m E 'y g �m1 f M m +gyp 00 g lzmj 6 23" 11.9/1T (Equal Lhe) 2 1 2 12 2 2 2 2 2 2 2 2 2 2 2 12 2 2 2 2 2 1 2 2 1 2 2 2 1 2 1 2 1 2 1 2 2 2 2• 2 under 169/16' 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 1 3 2 1 2 2 3 2 1 3 1 2 3 2 4 2 3 37' 18A/16' (F-goal llte) 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 1 2 2 2 2 3 3 2 2 2 2 3 3 3 over 18-9I78' 2 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 under 15-7/8` 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 3 15-71W thine 1"Ir3 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 99318' 161/4' (Equal Lite) 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 2 2 2 2 3 3 3 over le-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 41 2 3 2' 3 2 4 2 usher 19-9/16' 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 1"IS, th u 22-1/Y 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 �• 225/16' (Equal Uta) 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 uner229/16 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 i 2 under20.1/8' 2 2 2 2 2 2 3 2 3 2 3 2 4 2 3 2 1 3 2 4 2 1 4 2 1 3 2 4 2 4 2! 3 2 4 2 4 204/8' um 24112' 3 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' 249/16 (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 2 2 3 3 3 over24-9/16' 2 2 f 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 i 2 under 20b13/16' 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 2 3 2 4 2 4 20-13/18" thro 258/18' 3 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 3 5G-W 25318' (Equal Lite) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 3 3 9 3 2 2 3 3 3 3 3 3 3 3 3 over 253I8' 2 3 2 2 2 2 2 3 2 3 2 3 2 4 2 4 2 3 2 4 2 4 2 9 2 4 2 4 2 3 2 4' 2 under 24-i5H6' 3 3 3 3 3 3 4 3 3 3 3 3 4 3 4 3 3 3 4 91 4 3 3 3 4 3 4 3 3 3 5 3 4 34-15/1e' thru 30-1/2' 3 2 2 2 2 2 2 3 2 3 2 1 2 2 4 2 3 2 3 2 4 3 3 2 4 3 2 4 3 4 3 3 2 4 3 3 et' 369/16' (Equal Uts) 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 ever 30A/16' 2 3• 2 2 2 2 2 3 2 3 2 2 2 4 2 3 r 2 3 2 4 2 3 r 2 3 3 4 2 4 2 3 4 i 2 uedW253/4' 3 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 i 4 21 3 2 4 2 4 2 3 2 2 4 253/4' eve 31-V2' 3 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 3 3 2 3 4 63• 31 9116' (Equal Lits) 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 over 318l16° 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 4 2 urder293l4' 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 4 2 3 2 4 2 4 2 3 2 41 2 4 299/4'th u 36-12' 3 3 2 3 2 3 2 3 2 9 2 3 2 3 2 3 2 3 2 3 2 3 T23 2 9 2 3 2 3 273' 369H6' (F-0uni L{!e) 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 s 2 2 3 3 2 2 3 3 1 3 3 1 2 2 9 3 I 3 over 36 118" 2 2 2 2 2 2 2 2 2 2 2 2- 2 3, 2 2 2 2 S 3 2 3 2 2 3 3 3 3 2 2 3 3 3 under 31-WC 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2• 3 2 3 2 3 2 3 2 4 3 2 3 2 4 2 4 78' 3l V4'thru 39"3 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 i 3 2 3 3 2 3 2 3 3 3 361/18' (Equal Lite) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 313 3 3 3 2 2 3 9 3 Tip -to -tip dimensions for flange windows shown. For buck dimensions, subtract 1". 2 Oterall sash height. For Gear daylight height, subtract 39116". 3 Size range includes the standard Pm -View (3-o%er-2 configuration) for Me giten Window Height. 4'-FROM "MR" refers to "Meeting Rail'. SEAM For ouelali 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 t ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP. j 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 2714E 62714EW Integral Fin Frame Sill 6 2782 62782W Integral Fin Frame Jamb 7 2706 62708DW jSash Bottom Rag 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 Fixed Meeting Rail Plug Gasket, Rigid PVC 24 4066 64066G Wstp.,187 X.230 Fin Seal 25 2784 72784W Sash Side Rail Gasket, Polyethelyne 26 1078 7121UM Balance Take-out Clip 27 Varies per Size Balance 28 2711 4280OW Sash Cam, Nylon 29 1096 71096W Sweep Latch, 2Inc 30 lots 7858WW #8 X.525 Ph. FI. SMS Latch Screws 31 1267 71267N Setting Block 1/8" x 1/2" x 1", EPDM 32 See Sheet 7 for Material Kommeding 4SG TIPS Spacer System 33 Quanex Super Spacer nXT 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 61625E Glass Bead (1/8" Glass) 41 2719 62719B Glass Bead (3116" Glass) 42 1263 61263B Glass Bead (114" Glass) 43 1253 6VT48B Glass Bead (I.G.) 50 781POA #8 X 1" QUAD Pn SMS 51 781 PSTX #8 X 1" Sq. Pn Twin Fast SMS - 410 S.S- 52 1184 781LHPQA 08-15 x 1 LH Unfast Screw Zinc 53 lies 781LHPQX 0-15 x 1 LH Twinfast Screw Zinc (S.S.) 54 78X1PFTFUA #8 X1" Ph FI u/cut SMS 55 78X1 FPAX 1#8 X 1" Ph FI - Stainless Steel 60 1/8" Annealed or Tempered Glass 61 3/16" 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" 869' rlq—�rT nAq- A 1 FLANGE FRAME HEAD 6063-T6 ALUMINUM r.(r 2.056" 3.225• — .975 1 050"-+<{ 1.1126" 1_ W- 2.056 5 INTEGRAL FIN FRAME SILL 6063-T6 ALUMINUM —Y I I► .a62• Wuia- FIXED2" .os2• — 4 MEETING RAIL 6063-T6 ALUMINUM .050• 500' — C I+ 1.125" 2.000" n oso^ — .975' 062" , .050" —r yi .926• OSASH SIC 10 6063-T6 A TiN yam•. . • rA. Ll''14N1MILL6R, RE P.F- # 56705 SCANNED BY St Lucie Connt, MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOM C RESOURCES (RER) - 1 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION p T (786) 315-2590 F (786) 315-2599 . NOTICE OF ACCEPTANCE (NO Ii! 97 0% Iflh e_.\XM=.miamidade.govteeonomy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the 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: DESCRIPTIO eSerles- 'F"�C�lipped xtrude Aluminn llio —LMI. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29111, 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 manufacturers 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 evidencepages 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 MIAMIDADE 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 05/05/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10-0819. 05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5'h 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. 1_3ftl Manue amPin.E. ont Product Cl er 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 interest, 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 05/26116. Manuel , P.E. Product Contr I E aminer NOA No.-0218.03 Expiration Date: May 26, 2021 Approval Date: April 142016 E-2 DETAILA: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) MW 1 O 4 Q' 4/� aA EXTER OR • ° - !1 FRONT VIEW 4 mulm 9EESHEETS 21�23 FWHOLE LOCATIONS EWE m m DISTANCE FORMW StaEWB 230`MACFW ALLWWONS SIDE VIEW DETAIL B' MI MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) II Ij °II II n bl II L,1 I ° '4 'e SIDE VIEW d: ., a • EIINERTHE 81N BMOO AI OFFSSTNE WPUM INSTALIFDBY EXTERIOR �° mmB.moB EOOE 4 DISTANCE mR ANCHO LN I9 M'CH00.8 ' I FOR PERSUBS Tel 9m TI91E81B-IBB BOCNBTRIP NO ATTMIIMENT T BYOTHERS, EWE laBEE NOTE I, SHEETI. MIN2.THSIC 0TVTEmf u FRONT VIEW INSTALLATIONNOTM 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. MIBM I I I 1 Jt LYNN ;N,Op\�.„ ,Mp�l 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION THE . 4�;tIGEN36 ., ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHORDISTANCE, CORRECT QUANTITY AND LOCATION OFANCHORS MUST BE FOLLOWED, REFER TO THETABLESON THE 58705 FOLLOWING SHEETS. FOR DETAILS A.D. EITHERTHE STANDARD OR INTERIOR CLIP MAYBE USED, _'A :' No. 3)ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. g14 '.��'•. � 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C. SHEET 3. STIR 0' 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMNQADE COUNWAPPROVED �'oss)ONA)- ELCO ULTRACON OR ELCO JW S.S. AGGREGATOR MASONRYANCHORS. A. AN(MILI-W. I FL P.E.W 68705 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGUREI; MULTIPLE I��---OOOPPPFMND VImIH FGRVERTGLMU.I--j MULLIONS Alt "Alt SHEETS 2.] /III III AIL �sOsoETAus NULL �NON2A'D'GJI LL UENGM HCW1mM NULL LEFIGTII ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULL I—OPpdwO W OM—+1 —1 LEtim r I 1 d LLJ j r EL SINGLEMULION SINGLE MULUON WE COR]IMPONONG 1351M) FROMFIGUAEIABOVE. S=�M-200 -2014 FLORIDA BUILDING). STH EDITION -ANSUAFBPA NDSCONSTRUCTION -ALUMINUM DESIG010-AISIS10647)S2-2 DETAILS SHOWN ARE FOR 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS MU ARE 10 BE UtSIVNEU UT V LHUM 2) THE TYPE AND NUMBER OF ANCHORS 15 CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS RAVE BEEN TESTED AS'FREEFLOATING' AND 00 NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL NOT HAVE AGAP OF MORE THAN IX FROM THE CUP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WWDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCUTATED TO DEFLECT NO MORE THAN U180. THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DONATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 41 PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. fORVE DPENwPTICN.MowlmN ULL MULTIPLE MULUONS 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TASLE(S) 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING ORSTUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. B) REFERENCE TEST REPORTS: FTL-8443, EL00 ULTRACONIAGGRE-GATOR NOAS 0) MULLIONS AND CLIPS HAVE BEEN DESIGNED S TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING MOE, AND ARE APPROVED FOR IMPACT AND NOWIMPACTAPPLICATIONS. MULLIONS AREONLYTO REUSED WITH PGT.APPROVED FENESTRATION PRODUCTS HAMiNO CURRENTAPPROVALS. 10) MULUON5ARE IN COMPLIANCEFOR USE IN THE HVI 11) QUANTITY OF UNITS WITHIN AMULTIFLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTHIHEIGHT OF EACH INDIVIDUAL MULUON COMPLIES WITH THEREQUIRFMENTS OFTHIS NOA INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REOUIREMENT IWWPT') FOR THE OPENING USING THE ABLE-7 STANDARD. 2) CHOOSE MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS 'RECTANGULAR' OR'TRIANGULARRRAPEZOIDAL'. 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY ABWFTS FROM TABLES 1A THROUGH 16A. ON SHEETS 5 THR( THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MILLION IS SPANNING VERNG NOTES........................ I MULLTO 2)(WOOD...............,,-. MULL 1 X 2 XX5 MALL SPECS._-_.6 1 XZ75 XXfi MULLSPDIS_...-T 1 X 2T5 X.w MBLLSPECS-__B 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITYREOUIRED RBSI. THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BYTHEANCHORS AND MUSTBE METTO ATTAIN THE FULL MULLION CAPACITY. S) FROM THE ANCHOR CAPACITYILB3)TABLE ON THE SAME SHEETAND USING YOUR ACTUALSUBSTRATEOONDITIR ( MULTIPLE ANCHORISUBSTRATRANCHOR-CLIPPATTERN MAYAPPLY) SELECTAN ANCHOR CLIP PATTERN ANDVERIFY THATTHE REQUIREDANCHOR CAPACITY IS MET. 7) IFTHE MULLION CAPAGTY (LBSIFT'108TAINEO IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT ILBSIFPI FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE MPARE WITH THE FINAL MU LION n AUA I HAAMT11 GR AVERIFY THE DESIGN WED FOR THEURE MULLION U(LLION SYSTEM THE LFOR THE OWER OFOTHERODUCT TO BE TWO SHALLAPPLYF R THAND EE ENTIRE MULLED FENESTRATION B) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USNO THIS NOA TO APPLY FOR A PERMIT, LYNN Af/( /, VTOENSF'ee *i No. 50705 •. L '- 6 l urc TE r• L A. Lka(1�5� FL A.E.058705 DETAIL C: MULLION DIRECTLY ATTACHED TO Muular MASONRYSTRUCTURE (STANDARD CLIP SHOWN) II I EA O 6TAHDIIDAROOR I OUp MAYBE I MTALUEDBY HSW TxISMEII moo EXTERIOR EDGE olsru+cE FORMASONRV X4 0R rW.M=R "A —>ERAIwnT. d tl K MW 2TN81 CONLREIEORCME FRONT VIEW EDGE DISTANCE —FMMN50MY ANCHORS e TYP PER SEE sEE MIN22HBICONG1EtEORCMII 1B9 SIDE VIEW INSTALLATION NOTES; 1) ANCHOR EMBEOMENTTO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OFANCHORS AND MULLION SIZE SHOWN ABOVEARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THEANCHOR CAPACITY IS BASED PARRY 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 AD, EITHER THE STANDARDOR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET? E6) FOR LMASONRY APPLICATIONS CO ULTRAON RELOO 1144S.S.A REOATOROMASONRY ANCHORS.UNTY, USE ILY MI-0ADE COUNTY APPROVED FRONT VIEW EXTERIOR DETAIL E: MULLION TO MULLION —I .126'MIR INTERSECTION NOTES: (U-CLIP) 1) MAY BE INSTALLED IN"TEF OR-CROST INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY c VERTICALLY. L I 3)SEE U-CLIP DRAWINGS. SHEETS 21-23 3)SEE U4U TOP VIEW IT FOR CORRESPONDING MULUON. FRONT VIEW EXTERIOR \Y SEE8XEET921-03FOR HOLELWATONS EWE DISTANCE sFETABLES 1.430 SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SH NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAYBE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 520, FOR QUANTITY OF SCREWS. SIDE VIEW PRODUCT REVISED w eonlplYin3lvlN Mw FImNa 'k ; Nu. 58705 DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) SEEDETNWA$ SHEETS 2 AND 3 FOR INSTAWTION x TOSPEQFlCSIIBSTRATES. 11 EXTERIOR INTOWOOD.STEE4 AWM.OMUDRMASONRT EXTERIOR O SIDE VIEW SH0WNWrtxrz4affis' MW ION NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 116' X2.1V X.125' MULLION. 2) SEE TABLES 1B-138 FOR ANCHOR QUANTITIES AND SHEETS 21-D FOR HOLE LOCATIONS. 3) THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION. DETAIL G: DETAIL H: ANGLE MULLION CUP BAY MULLION INSTALLATION (ANGLE CLIP) (ANGLE CLIP) ITOPIvirw O O O NOTES FOR INSTALLATION OPTION O S H: 4) USE 2 ANGLE CLIPS PER MULLION ENO. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES 1B-148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 15B OR IOB FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE LOCATIONS. -k i 14D. GBTO5 I Holt -In t Mu1110n CB oci Table(ablegotil Opening YPtl01(brverUNIT sparNrO BON BON mIn Sob mWbmlvrO"nlnBHel•rt(fm min Mdxvr/alycpetiilO"I") NON Can 1401, IRON l x2z.ixe PaWyW TePTNp. LHaIW$@O, w Teplmup. tedaaB Pa.N., Ladre Tnp'Meip. Red.,, Ilaee9n0 TVolnD. RalerPtlOr Wnfola10. R.W011 l9ean0 TrtNTIM Igoa$@re nxlwaalu IBeaIN TBy]nxq. Loean$6D PeelenBUu Beare TrIpRM D. Leedln0 RabipAv ➢PlAtem Plum. Nbo ykL9eare tl� � �� AAAlaeanv #6'LoeMO $$LoeanO {$'rn�Ny ��11 �� p � 0� p � G[Lee6n0 ia(LBeanp UM 111.0 106 IID.B 313106 110.E 335 10.0 409 1W.8 JRI 89A 400 f01.4 JIB 631 400 1M.0 310 66.0 406 1".0 310 0.0 4W IH.a JIB 39.0 408 IM.0 319 JBA 100 1N.0 310 /BN )LB dlt Alb 268913 idA S62 0AO ]13 0].0 3H HA !12 0]A 2M !LB SIR B1.> 211 ]}.6 JIB 01.0 NI JIA J@ 01.0 3H BAS JIR 01.D 211201.0 NIm834N 6].B RB1 )BB 3]4RBI I 01,6 BBB 40.0 2B1 60.) 2RI SB.I 2B1 b].I 2G ]6.600.1 SN StA RBI I0.3 319 .M.B 301 10.3 ]IB 2].0 ]01 49A ]IB 360 201 4&] 31B bN O3A RIi 61.0 BOl:1] 10.0 ]01 9.0 R41 1A0 10B 33.0 N! 41.6 1N RD.i 31i 30A 1W WA SR 3BA 103 21.9 34 3A1 iWf0.1 1D]IBA M) d41 IB3YA 3m 41A IN�0 S6A IBB 31.1 RW J1.6 10]51.0 R00RBA IW31.3 200 ]1.1 1BD 103 R00 BA.B 161 1A0 30O 30.0 10001b SAI 101 J3A 10let =3 I6B 2A) let a III MA pH 34.0 NB IAA 10I =8 IM 10.0 181 21.) 143BBN 3A6 160 30.0 4210 18.1 14 20A 10 ]A1 in IB.O IB6 21.0 1N OB 10.0 IIB 15.0 1" 9.0 11BmN I0.0 IB6 10.7 IWIB6 IB.B IOi 74M 17.5 1it0 tot IN I AtlLt ltl AADNA]Ce c Table be 6ubMla xiX Corone 3.6X Cwp. 1b3e'xGAU FYeAgdU Pi WaN I MeW b10'Eko flees Ske Inveleo IN'88 Eke HO61W BIRBIBeI 11191ea alone Z. AMIur TyO°' M1B Eke WAaon 1N'Fbo UAncm IIlD M10'Ebeuu.. IN•Eke une. AlaeGau We'. P lKkoW Banw10N 6frcn l0'+) Awhor GIIPPed¢me Eo9eg51erce(bk 1' T1? Y M2• >no, 1` 21T 1' RA/Y Y YIIY Y 0.19' O.M' O,6R1' ENAWnnI F: 15/1' -INV 1.0 I FW Y 1-1/1' 1 1-1/1' I1-0/1' 1dN• 1`1N• 1-011 Y 1.LYI WR' 1 lobe 3A 47W C4.]5'MN. o.C.(61eMwEa06901 q1P (FDiII 3901M 30M 4N Ne BI0160 IBM RIOIW New 651 We idOW ]idlN f011W &IW N1W MB Ib AWIM Nei 4Aa0aeN l.tY MN O.G]BonBu3(vON1UCOpffb. Sk IWm IWM WA WA WA WA 3001W WA WP WP WA WA OB2PA BBSIb 11W 4Mcktt®3'IAno.GJpl'h3Algbglp lff613k iE0 N3 i6BNe OB]Na 1anate ISW IW CIOM SW lhs WP i80Ns ldAIN bANF WolM W:W BA51M 1f101W SAmAm®DAS'Mh qC lu0M. W0.1B6'ANm.ffN11. WA WA WA WA WA WA WA WA WA WA WA WA WA WA ]IOW 1AMMIrKA196b.Bk 1a3be 193M 226. HBIG =Im I.. HOIW Sn 6e 3]o0F Leila 933 iM 41M 130M 2211a 2 DIM YAMAOn 1.13`MM 0.6l FgbIF .6: 1e0W 9W I63 NIA WA WA WA INIM WA WP WA WA WA N10f H31M 6FDM NOTE: FOR THE OFFSET CLIP, Ubt, I BC SAMt ANebvB In l I CMn w1v nrv-ervo -,.._.,,---- FIGURE I: FIGURE2: FIGURES: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4: jFTIGUI�RE6: FIGURES: ANCHOR CAPACITY ADJUSTMENT FORMULA: E NCHOR CAP.,e,,,,(=ANCHORQAP..,.MULLION CAP.,,„_.S FORMULATO OBTAIN THE'ANCHOR Y REOUIREW CORRESPONDING TOANPRESSUREREOUIREMENTFORTHE G, WHEN IT IS LOWER THAN THE MULLION Y (FROM THE TABLE) OF THE SELECTED . IT W ILL YIELD A MINIMUM ANCHOR TY WHICH MAY BE USED TO QUALIFY NAL ANCHOR OPTIONS FROMTHE R CAPACITY TARLE. gY TABLENOTES: PROBODCT 0.6VISBD 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. n o,mVITb, wfthw, Fie0b olle SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000` Deaen6,"oeo`No VJ --� r- c 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPENING WIDTHS IS ALLOWABLE. Bx W11 Date 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEEf82H29. ;.1wi BP HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 2L23 2.W0' I ' FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 12V `1111y ON dq/�j/ 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED O�',JGemse F'P �r CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM GOO, WOOD SHALL BE PRESSUR&TREATED 13� YELLOW SOUTHERN PINE WITH AN 8O OF 0.63. ALUMINUM SHALL BE 608STS AND BE A MINIMUM OF.126' j'C;' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(III OAUO4 STRUCTURAL STEEL TO BE AT I'X2'X.12PMULUON ].{<! He. 5070d TUCUATePlelICKn A allAM NLOR.SCNTTO WOOD MAYBES EE4 8.HORS INTO METAL SHALL EXTEND SJS. OR414108.3.� EW THREAOS BEYOND = ; 2i -12. FL I AImt Z Molllon Ca ac Table aillr Opening WMIII (SEW Niy-,pVE BmWare)or0ening 6pin bOF 701, w1a Via ;M(rorMdzontAUpapaminp WIO IWN mWom) IRON 140F iffiN t X 2 a.3T5 Pr �lv Tre�q. Rmc�amy4v T Bm Av iv Maas, Rall.-Ovr Pa��. Ploa ; iLe�rO ioNig ]LmoOIN. Pwl ww TrLmSap PaoF�p�4er Lc40So neculauLw01N ]1<ealn3 Molllon pq gS yy q5 @$ yy g5 qp @5 R$�' yq 5® gy }y @ 95 1111, qy yy 5p BS' qp @$ q5 yp ®g h T gp $g Stl� qy S@ $g� yq T 5p$g�qpjgItg55sgyp$Gyq9 48 i@ 11, a 1111 9@ iB i d2F 1m0 B'dl 1100 d15 1M.9 62 tme RB 1]A] BM 1m0 BM 1116 ffi3 1W.9 all 1W.B an 1Ba8 511 W.0 1MB all l4] ffiR 10&0 61] &.B wa 10&B 517 al aW IN. 617 MN 1N.0 Mi 1M0 NB 10fA MI 11&2 1M ME M} 1M1 dM I60 M] iMe 9B3 67,0 fill OB.O 3BI MB fill B&0 JOB M.} b0} B&0 JOB 43A MI 920 3M MO Mi M.0 NB MBRSIn 1M7 aw 114.0 3R SE an no 311 711 4M W.a O06 MB 4M 04B an no 4Y 81.3 Sol 61.8 4A No 3M 4J2 IM ffiA 9M 374 IM 824 1M ffi.0 35B MN 69,4 4W al an 71.2 M3 0.9 33B 81.0 4W R.7 MA dW 67..3 3% Ob 4W No 31S 42} 4W BR.3 314 3&a LW 61.0 313 >16 4W 01,$ 313 W. 4M 61.8 a13 p ffiN 64 na MO Ve 61.8 3N 6).fi Rm M.B. 324 51.2 : M NO US 48.0 280 MB 3N 4&6 07 31.1 MI d10 R54 R80 a& NB 1 222 3N 10.9 an 1&6 3N d0.6 RM 5H MF no R4 M.4 RN N.B 2B4 4&] 248 M4 291 4&a R11 9A8 294 N. Sal Me 2N 37.1 YN 8B RW M.R 2S MA 204 3&5 an 18A 'R4 MA 23J 10.0 R04 >lA an Jv MN 4Aa 2M 406 230 al) M 424 RN Sol 20B 31.6 III 'ffi2 2M E, Ma Ra 2M al.. .15 'A,d •AD SEE 2. 10.a aM 28.0 210 1&7 28B 21.1 2W 11.0 1M 27.1 AB 'Stl ttF MO 2H W.B 1W 33.0 YlS 329 191 al 225 244 1M US Y16 tall 1B8' 20.0 YA 2'Ab 1$, 1&0 38 ni 1M 16.0 225 2J3 1]1 120 Z6 10.6 1. 11.3' 90 06 170 78Sn .6 •PG 'R.0 Ill 25.8 R0 27.2 1la 21.8 M] RJ.0 1m IRS 2P2 .1.8 'al 9.0 SEE 19.7 IN t43 20 1&4 1M 12B R02 t&} 1W 10.3 'Rl ta.B 1M BA Lm 10.0 1M MN M3 1B3 'A.a loa DA IN Mt 1M YPa IB2 22, 1M O.7 1Y1 1&} 1M 153 in 1&1 157 N.R 1% 1&a 1M 11A 1W 16A 1M 10.1 1M 14.1 1M &8 1M Al IBO BOY lea 111 18.0 211 i&1 14 fall fffi SSN 162 .7 15.6 113 TA Lt Ztl Mcheo 8 Nb: Rwall 1RGrcnim ARMiYp' YIT EIW UtlnowlW114'lesm JBx Cmo. Q, 110'Flw VAmcan 0 Table Iba MAaw. FIYCCMU V]lYce6 128t 114-MEIw WIVE" 114. 93 a. M1081MI 012 Sam .(015 YIC EIw IMMOB 9N'EIea UAmocn AffiMOr14 UNmM AO4e0a14 S..035160mv W51 BY4/lOvl Anch4rC11P Pe9teme E4/mpmrc00e1' 1' MIY9llY }Ift' 1' 21IY P i-0r! Y fr910 Yuw ON a3NEmh6mml 1.SN• 1. 1•Idl4• Y LVI• 11/d' 14A'Y 1.NY WY It"IEWb gal Sa1&I Fa 2HE Re RIS 351 am /1019a IAIN MIMI(Fq. Rk IM Fm ]M IBaWA NIA WA JBOIL+ WA WA WA WA WA SM ba OMIW IIN m¢ 4A4.l4m®!'Mh O.G/QI216AlIQa Lllpv/lRb Jk ]MFr ]®IF -As ICO7Be 1M0Y5 MOIL an.. WA }MIb 11.1. &tl IN INS MRM SEEN 1130M >tBlu 2M30wb®OAYfFs.O.O.lUL1N, NY.fRS•Wum.IrM.1M WA WA WA I NIA WAI WA WA WA WA WA WA WA NIA 1 MA41F4TyIFN. Sk 1BSb 1ffiM RR51[a N9 ba 5. 401N 1 9 AW L II91b 90M Y[I We now RMctam 1.15'MIn 0.GIFtlp(FN.9 R400f SfO Rv WA WA NA1WP1Oy WA NIA- W M RIS WbMm NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PAT OBTAIN THE 'ANCHOR THE FIGUREI: • • FIGURE2: • TABLE NOTES: • 1)SEESHEETIFORINSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SHEETS 2.4 FORGENERAL INSTALLATION METHODS. LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENINGWIDTHS IS ALLOWABLE. 1�, '77(��r I JRODllRRBVISBD Sp°reHyY�In^J�WIS�Wui�l AxplostSEE BBild'm, A2,10, Elpirel2) MlmvlFIGURE 3: • FIGURE 4: meRaj • • • ANGLE CLIP MUST BE USED IN PAIRS FIGURE& FIGURE& II II I • • III II II - JI 3)MULLIONANOMULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 21-2& HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4)gUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETEBLOCKUNIT(CMU) SHALL CONFORM TO ASTM C.90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 608SISAN0 BEAMINIMUM OF.126' O BE AT THICK. STEEL STUDS TO OEAMINIMUM GRADE 33 AND.SHALL XTENCK (18 ATLEJ. ST3S REWT STEEL BEYOND LEASTAW THICKAND A36. ALL ANCHORS INTO METAL SHPIL EXTEND AT LEAST 35CREW THREADS BEYOND THE MATERIAL. g10& M2 ANCHORS INTO WOOD MAYBE STEEL, I" S.S. OR410 S.S. 2'Ooo• L 1'%2'X.3}6'MULLION `��`ONy LYNN M�7r72 ' \\:'oOENSF 7`? -No. G5705 ';]T = _ p'; :Q�. •uiT YE F Mullion Capacity Table Ibe#ex Oponing Wldtb(IorwNcel"arvin ON Win 701n WN mdiloW) or Cpming Height 01n pr WOWnlellyepemirO Mullane) INN Imb 140N Hom i MZ76i 7mw4m. Lae•Aip TOR10O' IAadN ROdmyW Wd"9 TegN 1. Load"; RBBWpBm LaniOU TteyTAq. WedW RBBIvgUel Laed, TegiNp. LNdn; flMen9Av LBWry TepTery. watt, PoAvgdv Loedne TWfAm9. LaeAnO RMImpAv weir, TepTIIOy. load"; NBnnluel LNd' Tm{JWeiq. Loadnl ReOIBnpAv LBeSry TeplMvp. bed"; .376A1um 2m0ong� 1 11 i fill 11 01n 170.0 NO 170.0 435 170.0 7M ImA 476 1700 NS 170.9 NO IBA N2 Im0 BIB 1m.0 ❑la 170.0 01 IT0.0 ION ❑0.0 %1 1107 1301 Im.O 01 127.5 1101 170.0 621 I1tA N01 Im.e 0l 4510 1M0 70 lion 01 170.0 0.W 1m.0 6N 170.0 00 Im0 WO 170.0 1133 Im.O WI 151.e 110 Ima 01 INA me IN.O BN 113.9 Nag 1m.0 N0 0.6 1130 170.0 690 NA 11N n0.o 00 WA35N tm0 tb 11;0 N3 IMO -0o 1M0 631 I0LB 1032 170.0 WI 1NA 1W1 17MO W 1340 IOU 176A 747 117A IBM 170.0 IN "A IOU 170.0 7W Me 102 170A 70 73.4 mA lma 7W NIn 1m.0 i0 1mA M2 101A 00 170.0 601 1%] 00 IN.} n0 1N.0 NO, 1S26 7m 1N.6 ON 146,0 7H W6 B0 H1.1 710 810 00 10.0 TOO 0.1 N7 140.0 70 NA 140.0 m9 NN 141.1 7N 151.0 0S 117.8 iN tX3 oil NOR 7W R9A 60 W2 7N 1WA SW 70.A 735 0.6 N3 NA iW 001 610 0.0 7N 01.5 574 BOA 735 01.5 674 11.1 7, 7N 01.0 04 WN 01A aW 1N.0 bm 1015 BBB 111.E 07 67.0 60 90.0 97 m.1 6% Bill Big, BIT Na W0 Wt ageN6 70.0 6N Mal 6N 76.0 WI 0.5 ON 76.6 01 W.1 NB 75.6 0l WN 1W.0 601 1121 NO Na N7 got611 n.7 ON NO NI N] ON"A403 See Nl 71.6 165 0.0101 0.0 481 44.1 007 0.4 470 NO 07 0.7 474 37.1 N7 0.7 474 5 ] mN no 1 510 NA IH3 WO 610 173.01 AMI 6&3 10 NA 1 426 61a 510 67.9 410 ISA !10 I 513 1 413 4011 BID 0.0 OR M.0 I 51a 400 IN 20.0 610 44.4 30 2" 60 NA JOB aNMMWA IN 0.B IN Bt.7 30 1B.B IN N.1 336 N.1 M' IBA ']IO 300 4N MA 313 %7 4N 41d 806 260 4N 07.7 %2 N0 4W J0.0 SV N7 IW NiNO 1% N.S 135 0.B Jn IS.B IY IBA 3N 10.1 1% "I NO 357 415 10.0 3W 3LI 05 JB.1 351 MO IN %A %1 Me 03 12.0 34141A 07 no aA N4 206 m.0 321 %A 2N W.1 07 ffi2 1M01 25.7 V1 0.0 B0 337 NB 17A 07 21A m2 14A 07%A 20 $�71'.l M7 N7 20.9 20 NO 07 0.0 NO 11.6 207 9.1 214 10.1 N7 No %0 V.2 287 19.3 20 14A 267 16.0 232 NO MY MB IM 173 317 NO I08 16.1 P21 ISO 10 223 2H t06 21S 101 IBI I00 211 VA IN nnLe bn pnebor C3 0d Tablc libel 9WNIv 23Y 6alNe 3.sFCmO. HpOW WIV F9MCMU PTV/m6 M8181 N1C Ebo Ill•BB Eka NIC FAap 111'BB EN. BIO ebl 113.I- 01211ft MBMfrypx ylfi'Ebe V10000 111'Eko N6eom MVmm y10•Ebe UIVttM 1l1'EkO VI0e0m A;OnW1w Muwm AOmaeVx S. (Os)9ann IDS) Spmx1O3) AncbarCllP Patteme Edp tleume(M) 1' 3-IT 1' Sdr! Y00' 1• ]-IIY P 3-IR' Y iAIC Y O.N' ON• GAL' EmHM1nmllNl'. 1+W' L3N• 131• tSIP T 1-t14' 1.114. 1-IIP 1411• bill' 1-1N• Y 1Yr 1-M' xMs 3 ArcMn®I.m•Mn O.Gl01mOm0mLMeeI CIp O'4.1Y 9Nb 3Nb IWb 0 IM I&4Wr PO We IOf 3Nb IIOb 3MI14 Wlb 40b MIN 442IN b IAmlon®I.1r MIo.P.C,/SNn0m01a101MI16m(BM.2I 40b iW1H WA WA WA WA ]e31b WA VIA WA WA WA 60b NOIN ttmro7 I AmMneTWrt O.C.Ip)Re6A�pF rYW IpU. 3I 1Wb TNb WO roe I5601on fNo OR %Bb I MAIW IIWb 70IN WIN 180PIb firth WNW E AnrMn®OAS'M4L0.C.lUdp. Nlp JPr AMm.IR911: WA WA WA WA WA WA WA WA WA WA WA NN WA WA 15" 7IOIW tAMW/FLN 6k.6k 1NRa 1Wb YISb M5b BPP l6e I33b 110M I31 We 310b iN IM 301M 113b 1mb "I On Nilm SpmNn®1.10'Mh O.CIFgIp6q. 0)240M 3Wb WA WA WA WA INb WA WA WA WA WA M11W H2b EWW N01 C roR I HE UVFbt I ULIY.U4m.eD.mN'--rn1-1- rveaw--•••••.... .... -----�� l 1 CIRCLED VALUES ARE USEU IN 11. CANMYI.E u......I ter. FORMULATO TABLE =ANCHOR CAP.,,. j FIGURE I: FIGURE2: • • • • • TABLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 23 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND70ROPENINO WIDTHS IS ALLOWABLE. -1 1.000• f^ c.vmqe..ew - h4 1 Product Ca0U01 \ �\\1oNN LYNN A9/( ! FIGURES: 9 MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS. SEE SHEETS 21-23. HOLES FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.760' ` \\............. �a'�; I,ICENSB ••,FnP < �:' ••.•�6 TO BE DRILLED IN THE FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. - ; NO. E0705 •. ANGLE CLIP 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 G80. WOOD SHALL BE PRESSURE -TREATED _1771 - �{{ ' O •"' 6� $I16 :•U wE FIOURE4: FIGURES: FIGURE B: rI�I YELLOW SOUTHERN PINEWITH AN SO OF 0.65. ALUMINUM SHALL BE 6063d6 AND BEA MINIMUM OF.126' GRACE 33 AND.046- THICK (18 GAUGE). STRUCTURAL STEELTO BEAT I X2.75' X.3TV MULLION 5{ 77F r <fl :�'� '• A'( P,:' \� I1 I • 1I1I IIII THICK. STEEL STUDS TO SEAMWIMUM LEAST.125'THICK ANDA38. ALL ANCHORS INTO METAL SHALL WEND AT LEAST 3SCREW THREADS BEYOND V 4Fii •/.r ORlO„ YG; '//C1 ._II LL__ll�J THE MATERIAL #106#12 ANCHORS INTO WOOD MAYBE STEEL.18-88.S.OR410S.S. L1j'jj1)�L'y yER; P.E. _IIV).11iS1____ InoM� rn 61uIBen Cal TWIN NeB' OponInBYVIdN(kr SeWNI,ySpeMnB 501. DOM 701. Nh mLNwA)er0enlai HOIBht(NINN el%l iiMrq BON IWN MtHow) Inh 140h IWO, 4i2Tei R.1w'.m InOgg$p•• Tn{NMenO Rammoar Loedno TeplMalo. L." ftwav wingn INDIO" WObvgpl ladho TPml,.. Latin Rwlapdv WIND Tm'mm0. Ral w. LOedno TnplxdOV LadnO ftft'wly LmdND TY.TYao. RONpdv TeRm.w Lmdw Palonpdv fiNndud. lmdngB s6Tbam MMUNG d� glaedre ^J�'�a dx g@Nedw 8, 1h1 GOWN G Iah 6a gwmin G tI 6" gLwdn�q 5 L� ' 1 $@LOedn{$B• nN 1170.01 UO I VOLD I IN 170.0 1a im.0 nB Rao IHO 170.0 BN IIOA BN 1)0.0 DID R0.0 1110 1m.0 DN IN.0 1N0 R0,0 ON 170.0 14H 170.0 DN 1N.1 1n0 170.0 $21 IY.B won IR.O NI NF Imo 1W Rao 6N IRO D50 IRO SM RO.o ON Roo NO 170A 1133 R0.0 NI ll0.o fV5 1T0A nT 1m.0 1417 Ro.o BN III.o 1417 170.0 SN 1N.0 111] ❑0.0 DN LW3 NI) 170.0 ON W.51n Ra0 ]n I10.0 6N IRO 0W 1R0 NI 110.0 tOb R0.0 N{ 110.0 11W V0.0 TN 1828 IxN R0.0 ]R fa.3 INB 1i0.0 IN 111.I - 1)0.0 ]SB 111 INe 1)0.D IN VIA 11N Rao )N WF RD.O In RO.o 012 n0.0 BN fI0.0 G01 Rao 111D IA TW 1NJ 11N 17ED BN in, IIN Ino NT 14.D 11N RDA DN 1N.5 I1W 1R.0 N1 W.1 1110 1T0A N1 m3 I1R 1R0 N1 ON 110A bN 1R0 701 110.3 015 1023 T01 ]IB 100.8 NS Iri.2 iD! NA B18 iNA 1ffin.0 9191111 116 N.e 016 111A NS WANN IOU NO 1019 )10 IM5 No Iwo eW N1 W.0 NO H2,2 Bm 54A ON IWA Nx m.0 SW BAI BN N3 Sm NN 1921 TN 110.0 NO IID.0 )n 1f0e BN ***1111,6 N6 Tn a.1 511 T21 161 N.I 008 N.0 ]31T1M 101.) 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Yt]Blal IR BIed MoSwryl'c V10Eka MDwm 114-mm UIYwm MNnm 011-E eUWam IIPEMn NVMm Afplewla Urymm AppnGel4 6<Irvl(O51 a BtrerrlD]I AnDROrCllp palkme Edge gewas lNk' 1' bII! 1` ?IYC YVS' 1' AV! 1' 1-t/! S SVS• Y aw B.W 0.)N' Ernbedr.%WDI 131 13'1' bW4' 1S1' Y 1-114' 1•IN` I-0/1' MIN' 41f1' 1-VI' T 1NT 1+YS' 1eAee IPa1ie®4.)YMIn.O.c.IBUMW wQM1HOlpffq lY 9S]DA SWIN SOIb BW Iw twl Ne T/aM xWlb SM DN il, la RIIN t&14[ w81m 34'. II21N VAW IAmMen®LIYMF. D.C.I61evWJln De[e11 ONffq Yk IW b9 i09 FD WA WA WA WA Noma WP WA WA WA WA WRb9 BI IfmM IMiMe ®]'MIn O.D. f PIb3PKVa QVe". 9' )Nm 1WIm Balm 1% IBWIN BWM `51W WP >DOCI )161N BBOIN INtIN m2M x ANMm®DA9'Mh O.C.IUGLp. Na.1f5•ANm.IND.Ik WA WA WA Wl1 WA WP HU WA WA WP WA WA WA TOM 116Ne xSDlm f AleMfF{W ffb�9Y. 1w0B 103 DN xx3be IISfw SxxW 195M 1401N t)i6e ]iDAe In IN 9921M II2Ne 110 F1 Nt IN 1AaMn®1.16•Mh D.Cl Fnlp lFb. Bk NDeN 990he - - WA __ _. ..__..... WA WP __.__..�.._...�. WP 1WIN �...., ,.. WA WA �t WA WA WA w1a 4plm NOW )IVV IC:1'VM1 InC VeeOCI Yur....... .... ... `..nn,.,.'_.. ... `JYIRM4LV 1'XL nnc uocr nr ..... w..... �.�.... �..��. FIGURE I: FIGURE2: FIGURES: ANGLE CLIP MUST BE USED IN PAIRS. RGURE4: FIGURES: FIGURES: not TABLE -NOTES: 1) SEE SHEET I 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 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 21.21 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 PRESSURE.TREATED YELLOW SOUTHERN PINE WITH AN Be OF 0.65, ALUMINUM SHALL BE 008346MD BE A MINIMUM OF A25' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL. TO BEAT LEAST.125' THICKAND AM. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 910 6 b12 ANCHORS INTO WOOD MAY BE STEEL, I"SS. OR 410 SS. .ANCHORCAP.- 1' X 2.T5' X .650' MU LOON EM No. 58705 r� Day81,6 UNAL 15151• A. LYNN MILLER. P.E. D a � D m ®a®® n GaY� a Silva o c�yoN g ON�aaOapw4pp n��A2�i3� G �aasaaa2S � s Dz ,gG�L7.. d 9HH HHH�'_ 2 HHaHHH1N 9 i g � >g�gaHEN S n c cn w S"e y aHagss �4o .'K' m - 0 4a `e>He e A-" c HHaHHH'+N 9 9 agaisHa � o g Eo€6�oie d Yg ?9=SFe- F �F�FfiY � a HaHaHc�9� 9T 4S� ssasas.��sF � HH>HHH S9 y� m MerlHHHHH.�y�a plop LBnNM "� � u m e r 8$ Y '$y NnOm CgetllY A tl v m Y�_ S g � c a PNmF sE g _ `"" peyee^libl - P.esoAaPm) i s u u o b b 6 e� yP 53 arsiarcm lb �g R �g G n � f �. f �'$ M m � u o� b M >• � b b e$ o� e b �P�� 3 a of �"xzf £m�E�5s9B�ac�j'rag C i� m a $ & $ $ � P��•� S� s b �. m s x= s y E ewKea Pre) •� a 'r NWMnCWclp' 4 i s w g�a Niw[n capaWY u i PpyBti �$ s a� $ � e � O y 9 • A %fl p m m Y m O g D • m rm P O • a m C y m N T v_ • D c z m p 9 m n • • • • • T^i.m-om So3 rv- mm m .> ; M -' E Z Nlmll IR A m x MUM2°9y yo>o mm mo p y��mm xgT2 -Zi wj w anymOm Cy0 S smo S mmz O nmm^m yZZ = Zp m Dy my^ gc v Y -Dcc9 ySiys TTm m A6xQ � yw 22CM XT�c Z Z O�OrO� �D O �C i_ z0 ADp w S�gao3 ifm =� N D m.yy OZZ z 3y Ell 3 in ➢ry0 mo� � yx El 'o r030 ux py m'-'m cy`6' �iN a orm N NZZ833.' y=y j 'w yT pD .NP9 22rm 2 mMa 89 �' z x p� 4) y 49!, g . wm u A m yyiN m mm w w�mmf> g$m a i AggDNZ D m 2iOCA10 Dw f y y �3'f1A IN � Z y m0y� mx ,iii O Lnm �y Ny z 66 �.mm� T N yO �PO N O D sm (Qy�OD yOyC D Km O �ti 2 n09C �ImTlil �9 Z p xyD DZ Dy ZD � O-OpOZ�At X y oy pig?�Fv�N c �D2 �3H. 121 E y OmND3 20 n02�;�CCC ^y0^y [y0[��y '�R �5m6,DF DDo9I ti mD cOm o i z -!RZ, TF;zE� z m g C x �Cg�mF SOg �O 'Aim m.p NPO 5 mo : z a.. �.Y. 44, a�gg 9a"g3.3 z=0:r nP. p aZ:o-ai z: _ IMPACT -RESISTANT ALUMINUM TUBE MULLIONS ® ommomc mr �� 1 X 3.125 X.5 MULL! PECS w.m : ' ��` ` s° � smec WA sw� WA c�wNa 6390.1R 9 m 2 Imo rcwauar war w.o .,G�...... ...- q G 9Y DRe ANut �' -ia PEv K tIXLE R JIDS ��`�` pU JJ ROSOWSKI 08/29N1 J R�SOWSKI 10710/14 NEW MUL',-_. SHEETSET ncmcoFnu'Nsaeas plop LBnNM "� � u m e r 8$ Y '$y NnOm CgetllY A tl v m Y�_ S g � c a PNmF sE g _ `"" peyee^libl - P.esoAaPm) i s u u o b b 6 e� yP 53 arsiarcm lb �g R �g G n � f �. f �'$ M m � u o� b M >• � b b e$ o� e b �P�� 3 a of �"xzf £m�E�5s9B�ac�j'rag C i� m a $ & $ $ � P��•� S� s b �. m s x= s y E ewKea Pre) •� a 'r NWMnCWclp' 4 i s w g�a Niw[n capaWY u i PpyBti �$ s a� $ � e � O y 9 • A %fl p m m Y m O g D • m rm P O • a m C y m N T v_ • D c z m p 9 m n • • • • • T^i.m-om So3 rv- mm m .> ; M -' E Z Nlmll IR A m x MUM2°9y yo>o mm mo p y��mm xgT2 -Zi wj w anymOm Cy0 S smo S mmz O nmm^m yZZ = Zp m Dy my^ gc v Y -Dcc9 ySiys TTm m A6xQ � yw 22CM XT�c Z Z O�OrO� �D O �C i_ z0 ADp w S�gao3 ifm =� N D m.yy OZZ z 3y Ell 3 in ➢ry0 mo� � yx El 'o r030 ux py m'-'m cy`6' �iN a orm N NZZ833.' y=y j 'w yT pD .NP9 22rm 2 mMa 89 �' z x p� 4) y 49!, g . wm u A m yyiN m mm w w�mmf> g$m a i AggDNZ D m 2iOCA10 Dw f y y �3'f1A IN � Z y m0y� mx ,iii O Lnm �y Ny z 66 �.mm� T N yO �PO N O D sm (Qy�OD yOyC D Km O �ti 2 n09C �ImTlil �9 Z p xyD DZ Dy ZD � O-OpOZ�At X y oy pig?�Fv�N c �D2 �3H. 121 E y OmND3 20 n02�;�CCC ^y0^y [y0[��y '�R �5m6,DF DDo9I ti mD cOm o i z -!RZ, TF;zE� z m g C x �Cg�mF SOg �O 'Aim m.p NPO 5 mo : z a.. �.Y. 44, a�gg 9a"g3.3 z=0:r nP. p aZ:o-ai z: _ IMPACT -RESISTANT ALUMINUM TUBE MULLIONS ® ommomc mr �� 1 X 3.125 X.5 MULL! PECS w.m : ' ��` ` s° � smec WA sw� WA c�wNa 6390.1R 9 m 2 Imo rcwauar war w.o .,G�...... ...- q G 9Y DRe ANut �' -ia PEv K tIXLE R JIDS ��`�` pU JJ ROSOWSKI 08/29N1 J R�SOWSKI 10710/14 NEW MUL',-_. SHEETSET ncmcoFnu'Nsaeas O y 9 • A %fl p m m Y m O g D • m rm P O • a m C y m N T v_ • D c z m p 9 m n • • • • • T^i.m-om So3 rv- mm m .> ; M -' E Z Nlmll IR A m x MUM2°9y yo>o mm mo p y��mm xgT2 -Zi wj w anymOm Cy0 S smo S mmz O nmm^m yZZ = Zp m Dy my^ gc v Y -Dcc9 ySiys TTm m A6xQ � yw 22CM XT�c Z Z O�OrO� �D O �C i_ z0 ADp w S�gao3 ifm =� N D m.yy OZZ z 3y Ell 3 in ➢ry0 mo� � yx El 'o r030 ux py m'-'m cy`6' �iN a orm N NZZ833.' y=y j 'w yT pD .NP9 22rm 2 mMa 89 �' z x p� 4) y 49!, g . wm u A m yyiN m mm w w�mmf> g$m a i AggDNZ D m 2iOCA10 Dw f y y �3'f1A IN � Z y m0y� mx ,iii O Lnm �y Ny z 66 �.mm� T N yO �PO N O D sm (Qy�OD yOyC D Km O �ti 2 n09C �ImTlil �9 Z p xyD DZ Dy ZD � O-OpOZ�At X y oy pig?�Fv�N c �D2 �3H. 121 E y OmND3 20 n02�;�CCC ^y0^y [y0[��y '�R �5m6,DF DDo9I ti mD cOm o i z -!RZ, TF;zE� z m g C x �Cg�mF SOg �O 'Aim m.p NPO 5 mo : z a.. �.Y. 44, a�gg 9a"g3.3 z=0:r nP. p aZ:o-ai z: _ IMPACT -RESISTANT ALUMINUM TUBE MULLIONS ® ommomc mr �� 1 X 3.125 X.5 MULL! PECS w.m : ' ��` ` s° � smec WA sw� WA c�wNa 6390.1R 9 m 2 Imo rcwauar war w.o .,G�...... ...- q G 9Y DRe ANut �' -ia PEv K tIXLE R JIDS ��`�` pU JJ ROSOWSKI 08/29N1 J R�SOWSKI 10710/14 NEW MUL',-_. SHEETSET ncmcoFnu'Nsaeas Mahlon cwp-acftv Table(IbA01t OAeninO Wool Oorw ilicaA3•4paM10 Rldima) or OpenIn0 HWON (far 110U]Ane*SPR%14 mUllons) e01n Win 7010 Nin I win INh I%N 14DO INN 4x4x.126 RMUnO.IR Tep1111en0. R99WTd9i lama TepMdy. LaOana 14MINaaN MaNp TNeyalap. OWN Rw1wIWM Oaft Tra man9. Iatln9 Rwl9na9r Ate[[N TnPMNB, 60a1{roggpA RetlmpUR LO[JN MOinMnB Re014n001R L>[a.18$q' TyNrtlwq. Own WObnpiel Lome T4BTAere. RwlmyW L[vAW TNV1tlNo. IUNIp a6lalll Tubad�� SgMaN�{+(O gglueafry�a @@IaONa .0gL%'a IEM I7U 6A Imo 4H 170.0 7" INA 478 170.0 aW 1710 NO 17U OR 170.0 MO 170.0 111E 1700 611 INA 1210 1ra0 WI I]0.0 ON 170.0 01 1454 Mae 17041921 1O.e IIW INA W1 mk. 1704 m0 INA ON INA ON 175 aM INO B0 1T0.a NO Imo 11W Ira.a WI 170.o 10! 170.0 W7 IWa 1JW 1ra0 NO I30] UN 1m.0 SN 111.7 ISM INA NO 07.7 13M Imo 0 e Nmain Ir0.0 i1] R0.0 NS 110.D 600 110.0 N1 Im.O 1N6 INA W4 ImA tlBe Iran rR IMI 12M I70.0 747 110.E IRS Imo 7N I17.1 IRN INA 260 1WA IRM 1m.0 MN 171 IRS R0.0 1M MN 17QQ 70 114.0 012 1m.0 WS Im,O 6e 170.0 1110 Ma 7N INA 11N 170.0 80 IS71 11M IraB N1 IR.O INN 1m0 ON IRA H" Imo M1 SO 11N imA W1 03 11N INA NI NN R0.0 W Imo NI R%T IN2 Ina 7R I ae IW INA NO 120.1 IMe 148.7 MS tMA 01 IN.O INS IRS III NA IW 120.1 R2 71.6 1W _1 rW NO 102 12CI 7S "In 1m.0 BN Ii0.0 715 1N] 00 iW.O 910 1RU OR tNA no I13A 00 131.0 MBR 121A 2N %.7 %2 111.6 TW mH 00 10AI HO W.6 90 1N.0 TM Nr aO 10.0 IM q ON IBM N] 1m0 70D 137A NI 1190 ]N luau BO INA N6 INA N] 117.] TN %aT IN 02T N] 1W3 7R W.9 047 !.1 1+3 6A1 N1 N.0 Tit 61.7 BI] N.0 711 mh La. NO 1w Rt li33 W IV, IN 07.0 NB 100.0 NO e60 NO NO 0% MA SM RA NA @.7 676 Wa N0 76.3 09 M.a MS 7" 6W 126 NB N./ Wt mF 116.6 TB2 IM7 Me W3 IN 1RA BW M.6 lR NA 810 YL3 mR eO.B N9 142 NO OI.9 iR 693 01. MI TN W.B NR 41.1 mR 6aB 5R M.1 NZ NA 6B9 7Bb 1MA iN IHA W4 09.0 724 NA WI NA 7M RB N0 MO rN 74A a%MA j WI WA TM 814 aN 44.6 7M 57.3 Sm M3 N4 M.3 W7 MA i% 6SA W! Win 00.6 W 11A 403 WO W 60.7 474 /9.7 N> SB 4B5 45 N> 17.1 459J I2H 4W N.a W J0.8 1/8 2&0 W M.A W8 a.a NJ S1 IN 21.7 00 30r 4%Wh 57.3 IN SOS 11] O.6 Oro /9.7 41S N.9 RB 02 112 Sea IN 310 IN0 31.E 4N tar 171 SO 3% 21B ITS R.1 308 R.6 RO Re.e Sac ti.B ImIOAJ041.1 W1 M.6 30 NH 31e R0.B ST7 N.0 WO R.2 SR RA SR1 MA III R.I JM] W.0 JI] 16,a Sit 190 WO H.1 0i fi.III In 07A SR W.0 32J Me W7 AL6 JIO R8.6 SR 0.a RS R3 30 24A SOS7 R.0 NO 10.6 Wi 2a1 3% 10.4 J9r 1r.1 RI INN 'Aa 3W NA 3IA 24.6 LN R0.1 274 R.0 JN 21.7 Rm Ma SM 102 R7 No 11.3 MJ 1HIn 17A 212 1)3 1% HOLM UO Anchor Capmft, Table Meal ftbneucl 21k CAn[da l3ak W0n G1U 59MLMU PT WwJ M8tS IaC o Y18•Ebo 1/6'96Ek0 UIC EIeO tll'98 Eko /ISBUL M391n1 %3Btetl MiMryp Y1g Eke NM[an Ill'EbOUFeam UIMw 1'18 Eke Nawcn 1M'EkaUM[m ANnneb UUe0. ARMNIw ft.(OS M-Re M-05) AnCNnrCUP Pa1101Ae E4e N11wbe I. RIA' 1' 9S' SVB' P 9AfY I. tl? Y S1IC Y a.N' 0.N' 0.1U' Emh4ntld k 1-S" i MV I.M. I44- S 1.110 1-0A' 1A14` 1 1.1.- 1 1R1' I Lulu' i LYf LN' 'eM1 RA "N 4.71? Mh O-Q$ SWMw0a On41 G0 ffq. ISM SNb I ne" INM ON. 1NIN 11a SNW NOim WIMjWWA NO" mim IIR Ib NAIM IArolwiO®R.RS Mh C.C./OUNsa (w CN[U relov 1k 1NW R4 at N0b1 14101b2 OSSM WA NCIdWA WOINN11b W5b 11NF1 RIObIAN.NYMm eAMM• W 1.13'MF, O.GI SNONJ(w OadICN6q.lk BacN1 NWIe WA WA WA WA TN SMWA WAIWSb 1rNal limb O.C./pJ'h3Aigb UN10.p.5k i60b rNIM ONb IWOIe 10%b MOb WOIeate M.WUWA MIN 9Wb WIN aAMMIOG.'Mtn C. /C UTSANk Gipl MI WIN.- IRolm 'um, 2MCIG 1lN Sa Rob NOIena ISNMIRSIb ISRIM4A.MmD0A6'AW 0.C./WpNIo.1R3'AMm.ligJk WA WA WA WA WA WA WA WA NIA WA NIA 11Nb SWb RNb 101M 419b WA 1N INWA IN IMM11e N0a14AwWA WA WA WA SBOb WA WA WA NIAW2W WIM I1Nb NU¢:rVK lrle Urrouu¢.ncem.............. ....__,._..._. FIGURE I: FIGURE2: FIGURES FIGURE4: FIGURE& FIGURES mmmmlulm FIGURE&. FIGURES. FIGURE?: ANGLE CLIP (FIGURES 60) MUST BE USED IN PAIRS. CAPACITYTABLE. TABLE NOTES: 1) SEE SHEET FOR INSTRUCTIONS ON USING THE TABLES AND SHEET26 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPENING WIDTHS ISALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21- & 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 ACI 3D1 SPECIFICATIONS, HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM CAD. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8063-T6 AND BE A MINIMUM OF.126' THICK. STEEL STUDS TO BE A MINIMUM OWE W AND.04S THICK (16 GAUGEL STRUCTURAL STEEL TO BEAT LEAST.125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 010 x 012 ANCHORS INTO WOOD MAY BE STEEL. I"S.S. OR 410 S.S. .ANCHOR CAP.„, I THE 'Kt No. 68'(05 &TAIE F T '•. AYORSOPi �y; A. LYNN N1ILLER. P.E. FL P.E.0 58705 Mahlon Caimadhi, Table 11,0 Opening Width got3TNralryepaMlg NIn BON Wln BON m1a101n) BlOpening Helgat Win I (for lkilmHaB/apemliq "am) I I 1MM 1 NON 1NM 1 xa2.ale RWI°n V Laid T[pTlnn& Rnln,i LBeanO mpTBing LmdAl6 bINW., Lant" TlepTtlm6 hang RMm9Wu inrint Lionno Rmning" Load. Tip'"'. LONMB M[MnPdu 'UJ•W TVpim[n0. Lm41T ru,t-wu At" R[pRAnnO Ik[IrQ.1u l0ean0 TIWMenO• Won ludnou Luang TlapTluq. Lmaou Alum. 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SEE SHEETS 24 FOR GENERAL WSTAL ATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION MIPS 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 (DIAL) SHALL CONFORM TO ASTM 090. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8083-T5AND BEA MINIMUM OF.100'THICK, STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045-THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125-THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THEMATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, IBS SS. OR410 S.S. =ANCHORGAP.,•, THE'ANCHOR CAPACRYTABLE. UVX3.35'X.10m MULLION THE LYNN 1' * 'P ! 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Tube MYNOn �� Bg_ A {& $ §!h.. b5� F Y $� {8 $�. {; B� { $ Faill y {de �5 $$§$ &d & $$ 58 {8 �� $� V$ {6t E A %'$_ R Fd '� $ %ag R {a4]Fg u^ �5 �% So $ le {8 I210 110.0 BN +TOD 43S 110A t1/ 110.0 1» 110.0 AN Ro.O N8 R0.0 ass ti0.o 6K +10.0 1116 INS 621 130.0 U40 INA NS 1I0.0 1408 1f0.0 N1 I10.0 1Ds 110A N1 110.0 19N flOA 9Y1 ASIA ti0.0 706 110.0 5H MOA N0 f10.0 6N 170'. 9v I10A 630 170.0 INS 170.0 NI 11U 1216 IDA 871 170.0 1411 110.0 AN 1i0.0 IIN INA 6N 170.0 INS ❑OA NO 110.0 247 110➢ NO Some h 110.0 Id1 170➢ 66i Ime Nfi INA 631 ING INS 13U 684 110.0 11% 110.9 3D 170.0 INS VOA 111 INA AK 1100 1N 1104 INS 110.0 iN IIDA NO] 1i0.0 ]66 110.0 ]]91 +ID➢ IK Nln 11M10 )91 1100 NR INA 958 110.0 691 110A 1116 110.0 l61 110.0 1]16 1}0.0 6N II90 1131 Inc BR I10A 15N IIo.O IK 1)0.0 IB9 110.0 Nt 1)OA P]]f RO.O NI 1N.2 21N 110.0 NI Nln 170.0 NS PRO Nt I10.0 10N "10 111 110.0 1110 170.0 v0 VAR 141i 170.0 BN 1100 1594 f10.0 pN 1]DA IRS 110A 103 170.0 2121 110,0 IN3 118.3 2163 INA 1063 INA ]IN 170.0 INS NN lot 9b 1100 711 1NA IIN I30A 060 170.0 I3N I]0.0 NO 310A 11BA 1lOA 1016 VGA 1673 110.0 1018 RNA 14M INN 1122 1KB NN INA 1169 DI] 2N0 INA I171 11).1 Dow t".a 1111 CCC Nln +A.O 01 INA IN ino 11N I100 em 110.0 t]N 170.0 1N] INA Ism +IO.N logo IIOA 1763 tA.O 1165 inA 1NA 110.0 1210 100 INS 170.0 I2N 1226 1995 120.0 1286 10i.2 19U INA 12N 121. 170.0 INS 1701 IN 1N.0 Oho R0.0 INS 1A0 1400 110.0 %111 110U 1700 1i0.0 JAN 114.1 /A1 1i0.0 $316 139.7 ❑N 160.1 IWd 1166 VGA I569 I3M 99.1 1"4 INA 13U 0.1 OIA 1502 13K NN IAA 1122 1I9.0 An IA.O 1H6 110.0 L0 1N.6 15K $Too INS IIIA 1611 INA I'll 91d 1158 1616 12N 1 ,A 111. 11. 1M1 N.3 IMS 128.] INS M9 Ms 122] 121. 111 INS I21.. 19N t01n 110.0 1161 R0.0 N1 iWA O01 b0.0 lilt 155.8 11R m., 1N6 1]N tIR 1NA INI NIA 1N1 1I11 VN 109.1 101 1]96 1191 W.9 11» 118.9 11N R.9 1O! 1108 1168 K2 111! tv.8 11N Win 1420 ilia 1411 9N Itll 11A 113.8 9N f01.6 1110 1NA 061 u's ilia "A 9b Too 1110 01.6 9N 71.0 1110 Nd 910 691 I'M 713 NI 0.7 1110 655 610 ILA 131N NA BiN BBin 11i.0 0» IN] N2 91.6 915 IOId 866 WA 016 BB] NP IU ei6 11.A v9 fi60 916 i1.P BIi 69.5 B16 66A M I6A am 5!A »9 116 Bib 62] R6 f6B R6 19.] N1 tO6M v.Y 1l1 NA 6W 698 t11 ]0.1 6N N.l 111 81.] v1 61A t>1 K.1 6K LL} R1 IB.O 6K 11.1 RI N.9 Ni ]IA 111 WB OK 8.1 T. 16.0 NI P61 R1 N.1 11] 15] R0 173 661 611 AO 65.0 BN N.1 IN 56] KO U.] in NA N1 I2+ 130 I60 eN R.9 lW If.l 6+1 11.6 i]0 ]58 N0 9i.0 IN 11.9 N9 D.1 RO NA NI 1NIn N.9 6H 01.0 569 IU 6P1 61.1 660 I10 6» Iq 65P R.6 6N .]9.R NI ]3.9 N IRA 691 MO API 122 N1 N.0 AH ]l.1 619 RA BN 216 SN IA.i 6P1 N.6 N1 tllln N.1 Ib 95.1 100 P0.9 113 NA 3K N.6 Ib ]61 ]90 P1.1 IN N.1 ]N IBA A3 N.0 3B1 t!A D3 11] ]16 AnchorCe Ddy Tom. (too) Suml.w 2.A COIC96 9.69Coa, Nw Wu FlNDCMV "WW2 Rule&14 SAD 1/4.93 ECa Wr Eta Ile 99Bm tl10 Nm H2O+ J m2910 AnchorCNp PelbmO � g+PtlCO M.m VYEkDUrRIOR UDxyl Y16 BCD U6Rtm VYEPOU6%Dn AQfAGmr UNXm AAAG 9w S[�C(fi3)9unMISS) 0[ttM (GS) tlsl0[a 1• 1d/P 1• 2-1/7 110 1• 2-112 1 P 1 2112? 1 2 1 911X I •ar 0.41 aW I D" FmGliDTI SAN +.W' I 1.YY +3'Y IN, • 2MImO 0479 MItOA46.Arwid No { 9N 1 N 0A ffifm 1401m N1N4NaIG/Am4 W1WW111AA1Pm OlWWSbAAm N1Nt3IAM• 4B1NlWNzAm Am"@ 11YM010.0 IBMa.,U0 4 .m1 ROOM 4ARM0 SMN. OCI 2(6AryLg Wm 1 Tm MR 9(lIpp QD] 4mM0O0,N•2Mmn.M OC.IU1L.13I WA NNqIA WWPA NIA NIA WA N/A IffiRA 1MMAI1RattO.1MDCSlINFFCCm1p1sp I2NHW/Amm NSmH N m 139m Ib 2vBaOtmtmm9m PO A NIA 10 ! A m 4m Km FIGURE 1: FIGURE 3: FIGURE 4: FIGURES: M FIGURE 2: r I FIGURES: • 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 ANDIOR OPENING WIDTHS IS ALLOWABLE. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE CLIPMUST SHEETS 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SEUSED SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 3o1 SPECIFICATION& HOLLOW MO GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 606315 AND BEA MINIMUM OF.100•THICK. STEEL STUDS TO BEAMINIMUM GRADE 33 AND .045• THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.I2S THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL, #10 & M12 ANCHORS INTO WOOD MAY BE STEEL, 18b S.S. OR 410 S.S. OBTAINTHE•ANCHOR FROMTHE 1.26'X0.94'X.624- MULLION tY Mull OFtm1Y 41011 No. 68705 a f -0 3 1fA!E O' j y� FL P.E. Mullion Ca ec TablO Ibe/Ils Opening Wlgth Um",ad,W-cpandif SON osIn TON Male mUIIcm)MOpening Wln HalgM(Nrh0Am10eWepeMlp I mUllom) IMle IDIOM 1401. INN 2X4X2fi RmMLWv Wed, Tnpmuq. Lmbry Poch., l Tndaid, Lonlam Rml.0o IAedN Teymmp. Lud, Ru4nOdv LHanO Imunnalp. WWROv Im9{p6' TO"VO. Lud, Wdn,do ]nOnlmq. Loednp R<cWa191 LeNp nw mp. Im4W Ra0e..01, LmNqLmdnWe®be0110aum.Tuba TM01lp. ROHmptl& TMITA-0. {8'IAedW §a'L.&I ag�$1�' hLodn' k C�ie65gf1rF�,y97�$g�5 e 3@ 2 s zG. 5 31 2@ 5g 3@ y�p �gpaS@yll'$}& 38 3@ 24 HN I..0 NO 170.0 /A 1104 ]H 170.0 IN flop BW 170A 6N IlOA BM INA 610 110.e I11Ba 1N.a STI R0.0 iM0 IN.O 521 IN.O I40 R0.0 Nl I10.0 IN6 90A 621 1N.0 tOW 1TQ0 NI Milk 170.0 ]N ITOA Me 110.0 MO f10.0 ON 110.0 BW RO9 NO 1700 1130 I= W1 170.0 i%5 ink %1 fN0 141T 170.0 860 Ink I1os 1N.0 WO 1N.0 IBM 170.0 BW f1A0 ?mi R0.0 Na W.N610 170.0 747 Ink osa 1N.0 6W Ink 01 IND IND INA ION DOA 1195 I70.0 lA GoD fig 170O 7O 170.0 1499 17MO IN 170D IN> i70.0 TW ink 20% IND IN iN.O "M 170.0 'Na NN INA NT RAB 012 ink BW 1N.0 691 R0.0 111E 1710 IN 1 A 1276 170.0 BM IND IIN 170.0 NT 170A loss I]AO 0W INA 1913 120.0 Olt INA ]NI Im.O W1 IMO O66a Ink N1 min IN.O Om INA NI IN.a 10N INA I% IMO 1240 IiOA %B 1N.0 111] 1N.0 BH 1]0.0 IBW i7Aa BBB INA I771 17A0 BOA like MY3 I70A INS 170.0 Un 1IA0 UM3 Ima Wee 1T0,0 1W9 NN 1100 NO 170.0 745 Ink 1118 1]AO 5% ROA 1m2 170.0 NO IN.O W0 fi-m IBA 00.0 I%6 1100 IND 1T0.0 Iin Ink 431 1m.0 Ila 1W.1 25M 1)0.0 1171 iH.B 2591 1]0.0 1fNN 170.0 BM Ink no 1N.0 IIN IN.O Na IN,O 13N imo far! 170.0 1N0 170.0 I70 IT0.0 IIN IN.O IMB 17" 1210 ITAO 2P10 Iles 1275 151A 249T IN.0 12N Ax.B 213110.0 12MNle 110.0 10N IN.O %8 IN.O 1%5 DOA 10N 170.0 4N 11A0 11N 170,0 0 Itta D0.0 1BI1 1T0.0 1315 1m.0 31W Im.O iWi IIa.O 21N D0.0 tIW IN.a 21N I10.0 15W 1W2 aN 110A 15A IDF 170A 1123 Ink M7 Ink 1N8 1A.0 INN like 1510 170.0 lass 1700 0 1. falls i0N 1'mA iHt loss now fi0.0 IHS 123A Mae 101.0 16m sell I� IM.O 16N 020 1oA I62] 1631Mtn 170.0 1151 170.0 W] ❑0.0 1A1 1N.0 1118 1N.0 1811 170.0 Itm ROA 114Wivo 1ND IR.] 1W1 Ink MN 137.4 IWi IN.1 lose 114.E 1W1 147.3 1473 W2 1N1 139k t1Bale Ink I= Ink 11H 149.1 1395 AAO IUD IUD t3W IAA 11M Ills 3 1178 0" I3W flat If= W.5 1398 tots I147 ]60 13W NA 1122 WA 130ENi 1105sold 10.t IUD 1614 140 ink INS IMA 1070 IM D29 111.2 last 02 IOM al,a fin 09.0 ion N.1 190 Bass INN 61A IUD NA %3 R.7 IUD W.Btoo In te3.5 9}I 105A %7 WA WI WA IB2 ri.0 011 N.2 HB 6A1 it %A BW 51.1 1971 W.6 015 ISI M1 HA 7W 37.0 Mt H.0IIIN WA 01B W.a W N.5 01B OIA BIB BAI BIB N9 BW 701 6?0 BIB W.1 TM Q.1 %9 B1.B ]II 30.1 910 HA N6 N,1 BIB IOZ >I2 20.0 B19 31.1 7N INN 76.6 7W NA 716 Me TBB H.5 1W Me 708 Me 695 H.2 7W 10.1 @as 41.0 7N HA NT 37.7 M 406 W0 31A 7N N.9 W3 31.0 )W N.0 11A 7W WA Nt IHN 1A1 6H HZ 601 AA SW 37.0 4W 3I2 6N 31A 411 MA 010 RE2 HS N,9 eW xo.a In ]1.e 6W a1.a OI 102 618 ta.6 HI IBae Ha DA I IN U.i 6H 15.9 4H HOLC 12C AnchorC9 ed Tebte Bar) 8WHV810 2ikop[Id0 16XCm[. Hdvn Wll FIXHCMU PT otl M9tl ylg Elpo 14-SSUB d1YEk0 VI BS Eko 81061TJ VISION maw An[tn ipd y19 FIto MRLT Vf fkDllXrcwl NAA[W Y1PF1co Mimm VY Fk011B2[Cn nppa6tler VO4cm A®IGda 9coo(L)SOWD35) BCM(G9) ARIIIGrCIIp Pelbmr EOMtl4tl000n) 1' Y-IIY 1' 1-1`7 91,8 1• 2•VY 1' 1-VS S 9nr IY O.p' D.61' GATT UnandWI 143N' I 191 1 1Y4' 1 1.NY Y 1-lld' FVI' 1dN• 1N1 I 'u- 1 1.111' 1 S 15Y 1.4'D' eelm 1MctC19®1.)6•Wn O.6.I Nntldtl mOPRI CYp (Fq 16 Done 9WIm A'A NL BuOM IsHm MCC, 2N Im 9N WL ]IDIm 9dM 6k lm W6PA 311 A3 IIRPo 6W Im dArtllm®2Fa'Nm 0.Ql9MAN(rt Clhel) Oi99 TWW Tmaa =M Na5Pa UNIS N/A mu WA DUM NIA aNM WA W203 OOSAt IIW Im BAnAo @1.T1•MN QC/91NNN (a URN) Oda N310e am mt, Imito N/A N/A ROW N/A ]9DIm HIA WA WA 1%Slm IBMW 10Nm dPrtlan®4MN QC/ '86AryMCYy101B. M. 7 MISO 16NRa UMM less DO W6 W NIA ]MAID NOW BMW Ido W2®5 19W In"Do 6m" Sm OC/ -a AryIeCp s ell 4 -finqwi ilmm imm SNOIm 1BH so B 1is NIA It0lm 1122W 1DAIm 'mA' M 1@2an In IS 16NM 9A4WnW1AYMm OC.IUtlp, W0.12SAXvk pIO Tk NIA WA MA WA INA 114 WA N/A WA NIA WA WA WA WA DN GArt .0864-mh R.6.lu W0.I2PMvh B'p BY NIA WA NIA WA WA NIA WA NM WA N/A WA WA -WA NIA WA OfM ONSNn ®2rP Wn 0.CIFLYp O% BI01o3 9mM NOM 743M i12m N/A mDo NIA MBIm NIA Itl at N1M dtlM TEOIm DAI[bl®1.)1'MN.O.C/FaBI( .1% HSm 6'LDB 9AM N9m NM NM ORm NIA NOIm WA WA WA Blfm 661M WDm NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS 7 Hh blA4U. lzl' OCIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. FIGURE I: FIGURE2: FIGURE& FIGURED: • • • TABLE NOTES: • Be• ) SEE I FORINSTRUTION ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 2A FOR ESHET LLATN • • • • ANDIOR EEN LENGTHS LINEAR OPENINGWIDTHSTDIMENSIONS. INTERPOLATIONANDMLIONCLIPS FIGURES: FIGURE R: • • SEESALLOWABLE. CLIPS SHOWNARENOT TO SCALE, FOREXACT DIMENSIONS,SEEOWSU 21-23. W N A SCALE. SHOWN o • � • • 761 3) MULLION 3)MULLIONAND MULLION GESTHOLESTOBEATEHO THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE ROLE • • LOCATIONS. FIGURE]: FIGURE8: FIGURER: FIGUREIO: ANGLE CLIP 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT WOOD SHALL BEP OW SOUTHERN THANSG OF ®' : • : (FIGURES SSB) MUST BE USED tCMUI ALUMINUM SHALL BE 60 3-TS AN GOO. RADE3INE BEAMINIMUM -THIC. ALUMINUM SHALL BE 608&TS AND BEA MINIMUM OF.126'THICK. STEEL STUDS TO BEAMINIMUM GRADE 33AND.046'THICK(18 THICK. ]EEL STUDS TO GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND ASS, ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW IN PAIRS, THREADS BEYOND THE MATERIAL. 910 S Al2 ANCHORS INTO WOOD MAY BE STEEL, 1&0 B.S.OR 410 S.S. .ANCHORCAP,- TO QUALIFY FROMTHE 2-X4'X.25'MULLION HA.1'IB705 1 /101C IJII Mullion Comactiv Table IbNRI Opoymm Wltllb PNMJNcelt}spnmllU WF mllBute)erOwho H019M(15"tollmtAe%`apercilp roulons) wt. IwF Role 1101n iMF Win wh 701n 2.6x.20 PecF1pA•, Ta: H wwelee Lw9,0 Rwl°pYR Leelq TNN IwaW RNUW LoMO g. Lmilm Rx Lodw NpNmIl LN .1 wam ATAbJ Racaloul. O I9 nWO Rw"d. Lwa T•M Leaded wlmpl ebu l0dy TmplMeW WednAROn aof,m. 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QC./UOIp. NIO,IxSANm.IFy.Bk D.,I WAA WA WA WA WA WA WA WA WA WA WA WA TMtb 3AlRl 'Mk.O.CIFSSp (Fy. 101: 9Wke JWb tWRe BWb 101Bb 1N IOe 1W Iw 0Mb iIOW 3111b MBIm NB Np Ntb 11PIw 5W Iw 4 AxM 1.11•Wn.O.C/FW (Fb.11k BMIW 7W60 W51W 1208ke WA WA INb WA OIDNT WA WA WA My. BMb 1120b NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN .ANCHORCAP.., N--2.000'�I .2so' FIGURED: FIGURES: FlGURE 4: FIGu.EN FIGURE B: .GURE 10: FIGUPEII: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOi SEE SHEETS �4 FOR INST TION METHODS. BETWEEN MUM S AND/OR OPENING WIDTHS 18 �1 • • • • • • • ° • • GENERAL BS3MOEOSSHOWAOSALREMCIIMENSSEE E )U LILOBEO2) LINEAR Im FOLLOWING SCALE. FOR EGONHOWN ON JIIII FIGURE O: FIGURE]; SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGUE • • • • • • • • CLIP 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED 1 (FIGURES CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM GAO. WOOD SHALL BE PRESSURE -TREATED A .7) YELLOW SOUTHERN PINE WITH AN SG OF 0.65, ALUMINUM TSE THICK STEEL STUDS TO BE A MUM CK (18 STRUCTURAL STEEL O U J D BE A MINIMUM Or,12V UAIE N BE AT �FSASBTEYtOND THE MN ERIAL! ALL N 0&GRACE ANC NNR3M 4TOW00�LMA BNEDL BE 6061&T E418.8 LEAST53 OR 410 85. 2'MULL MULLION HE STANDARD CLIP. TABLE NOTES,• V g11111111//7� 5 `cN' VF... 4�.•'�1OENSG •.,9 58705 fQ ••. GATE OF f yl0 A. NBINIAILL6. P.E. FL P.E.058705 M&IllOn Capacity Table OYId Opening MOM (forinNml"P&M10 mueom) or0pening Height(f0rtiD0wMetFspamilg mUBona) Wan Wln ]Ow Win Wln 1mN INN low iWN 19e^k2.11° R.A.W. EN Tepnl[ry. R nww' LSgmft TnP'om Re[IBIgUW 11eP'IAvn. LN11ygre RM-im!" l.5gogdin Tlep'i(W Lowing; owi ProleylA& T �/IAup. Pm1agNV TNpnang. lgS-ft RCaWWIaI TWTllun, ReCNpWv TmgMmn. lg�nngnu RWniagu IgSWwo RAPTIAp. 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DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-2S 2.11e' Bngmliao HOLES TO BEDRILLED IN THE FIELD FOLLOWING FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. .126' M ada (111 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED C.90. WOOD SHALL BE PRESSURETREATED `11 `�( ..M/(emsi ... CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM OF.126' YELLOW SOUTHERN PINE WITH AN SO OF 0.65. ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM ,i,' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.O46'HICK (iB GAUGE). STRUCTURAL STEEL TO BE AT 120'X2.11'%.12b'MULLION '• � 68705 C LEA5T.125'THICKAND A3e. ALLANCHORS INTO METAL SHALL EXTENDAT LEAST 3SCREW THREADS BEYOND INTEGRAL FN MU WON) TV: No, THE MATERIAL. #10 A 012 ANCHORS INTO WOOD MAY BE STEEL, IMS.S. OR410 S.S. - _ I Lt IDA Mullion (SAVICKY bhl0 meM OPenlnp WMIh(Io'"ItI ARHPerch6 "In UN i01n Mh MUI.) 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HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C.N. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE IBI AND BE A MINIMUM OF.126' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' THICK (16 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.126' THICK AND A315. ALL ANCHCRS INTO METAL SHALL EXTEND AT LEAST 3SCREW THREADS BEYOND THE MATERIAL. #10 S, 012 ANCHORS INTO WOOD MAY BE STEEL. ISM S.S. OR 410 S.S. 30-BAY MULLION .ANCHORCAP.a. TO OUILLH FROM THE No.:i3'/p0 J� Jgcr :A TATE OF OAS •.. FLDRIDP•' \G\( A. L7<tJN MWS!�R. P.E. MEIIIon C.Imalty Table ISBN? Op6nInB VAdth Om wridlo IlI.6porritO BON mtdim) or Op•nlnB Hal6ht#orho02cr1aIYLsmRlrG Nln ISOM mUAaN) 6011 00N 701. 1 IRON 140N INN 8.26'45 IWIPWd LOtlN TOPTB4TB. la4ro R6c10NOW "o"N mNmmm. L.'" SWOne4d LWGW 71WW q. L'S." RaNNPI'r LmdN TBPT08N Lordrg RatIONOIC L0B9nB TrIPTIM. Rgd.4wel IONdeB TnNTBeN. LGM, N.J. tld 1-nd" T1ep'T0600. InedN RI01'rOder lbdn0 T vmJW. 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ITO.0 TO IAA 104 ITOA )N 1/7.1 1552 1704 IN 120.1 ING ITOA ]N 1104 19N 1NA 1N NE IAA TV 110A 612 Ina ON OGO 691 110.0 IIM OOA )64 fAA IDfi 000 BN 170.0 14% 170.0 N) 1542 195 17O0 ON INS 14N 00.0 NJ I10.0 1455 1]0A N1 07.0 145 Iva N1 NM 1]YA BBS 170.0 AI IMO NN 1A.0 TO 1T0.0 ING 170.0 Ne IO.1 ING 000 9H 130.7 1'SM 170D M 120] IWO 1N.5 ON 1N.B 13M JIM BN N.' 199 161.1 BN AA' INS IBT.1 an NN OOA BSO 1T0.0 T/5 IAA 1/10 H0.0 6N 1N.A 1WT 110.0 ON 11RA JUT 1N,9 ON 120.T it/] ING BN 111.0 IR/T ING B52 N.0 I2O 1N.2 ON 'IA IW) IDl.1 AN ]1A IRO '35, 09 g NN Ina W4 170,0 TBB 1A.0 Iraq 1T0.0 BM 146A 11M 1017 09 IX0 HOO 1D.B 0I5 115A IIN INS ON 1N0 110 1RG4 914 NB 11m 1105 ON A.2 11W 110.1 BW H.0 11N 118.1 BN §H no 161.0 1010 1648 017 1H.] IWO 14A ON INA 1010 121.2 N2 101.0 INN 1A) NB ago IWO 103A 01T SIG 1010 00.0 00t WA IWO N.8 AS N.T 1WO B].0 TN NA 1010 BIA T00 NN Di.4 N0 14L0 TO 11IA BN f.,a 119 06.1 ON ID7.1 IN N.B M6 Oul 740 711 IN NO TM N.T ON G. 10 ITS Nal M1 718 4JI ON )1.2 710 120 NB A.e t09 IBN 121.1 N1 I= ]34 1NA N1 11" ]N 00.0 6A1 B'A TR5 76.4 Nt 086 713 70.8 NI al.O TO NO N1 T6A BW NO NI N.1 NI 13,1 NI N.5 015 39.7 NI My N2 NM B2T 8N NA 6T4 N.0 61B )21 6M fi0.I ON N.B 631 01.T 8N IS N9 1BG 010 NA Ni IIA ON OA 8N WA 8N 41.9 519 AA ON 30.2 911 N.O B40 30.6 NT NN 0B2 NB 70.1 Nil fi0.0 5N 50.1 IN 46.) NB 51.4 401 42.0 ON 416 IN 0).B NB 41A Ira W.1 6N J0.1 IN M.4 ON 59A NA 21A fiN NA IN 21.0 6N N.1 all 1MN IB.B 106 JBA NB ItA ]N HA 44q N) N] 2B.O WB 31.T fO N.e 14B HA SM N.B OB 1N1 SD 20.0 H0 L,T NB C.1 NB111M 43.0 3N N$ 45 3TA 0A 31.5 I25 NB 3A 2A I29 20.1 N] 21.0 4N N2 SN al O! 24,0 EN 16A 425 A.T ON 1l.6 DSINN R�!f N.0 NI A.1 Sill 28A JN 24.0 N4 266 NI 21.8 Nl 220 311 fat NI AA ]13 1T.5 J01 i0T aN INN 20.4 ON t0A 253 1T.1 2N An0hOTCe eBl iOAla IeB BUmllelx. 2I2C mle I.I. I Rimmui PTWN1 Wid dlr St. 1l4'082ko d10'Elce 1/1'BB flca pI081m1 0@81aN #12.tw Cllp Pntteme M Tlw WIVEloouOWm u4'Eloo um.. NObm NIVEMOUnmm 1/4•EW UGe. r�mae01 Upmeen ANbaelor eamx(a51 I a gG5) at..(W) Anchor EOpa Wmge Mk 1' arm 1' 2-IR' s1IB' 1• ?t12' 1' 2-IR' Y 411C Y 04Y 0.61• OWO, EmOONeIrt M! lar I3r Idl• LYr r LIM I-na• 1-v0• LIq• 1.iN' 41W s I30' LY8• 'cM1l. 2AmhN0 ®a'Nn a.G/(312i16AIgMQIP/6NIR BNM JNIq INmf NONe IINIm 2)OM MGIW ]b be bOYM ]H AIW WBIq %IN 41]IY Namf I ArcMA®!A•Wn O.G1P)248AnOm CNel Fq 0t ]Nlm INM lNlm IB]Olm R5261W dOb NBim WA 1INIb b'Iq BN Im 169[We NR Bn Nllb 11NW BAg , 2.)1'MIn O.C.IRIL3Apb CnW llFy. JJ 11Nm! Jim, ONW JNBIm NSlme WA NOIW WA M FIGURE 1: FI F FIGURE 2: FIGURES: ANGLE CLIP (FIGURER I.3) MUST BE USED IN PAIRS. TABLENOTES: 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 ANCHOR 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 21-21 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-M WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 006345 AND BE A MINIMUM OF.125' THICK STEEL STUDS TO BE MINIMUM GRADE 33 AND.046' THICK(18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST d2S THICK AND A30. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #108 912 ANCHORS INTO WOOD MAY BE STEEL, I"B.S. OR 410 S.S. e ANCHOR CAP.„ .376' STANDAROCILIP THE CREATEFCLIPSEE MIN. DETAILF,SHEET4 338'MIN, A TOP ❑ALIP L_______J 60ALUM. TOPMEW STANDARD CLIP 6068-16AWM. TOPMEW --I .376- IN. IN. i i I i i OFFSETCLIP 601 TOWEW CENTER OFANCHOR NOLE MUST DE WRHINTHEDASMED 80UNDARFO ANCHOR 17D.CFORTHE ANCHOR O.C. DISTANCE.MAXIMDM ANCHOR HOLE DIAMETER'.ACNOR DIAMETER r 1116'. TALI F R 1' X 2.75' X.B5m MULLION 6063-TSALUM. XSECTION MANGLECLIP BOB3ECTION. zoos -%SECTION jL .126' I .375' MIN. h- 2X5 ANGLE CLIP 8061Te ALUM. TOPV EW CENTER OFANCHORHOLEMUSTLIE 7FOR THE DASHED BOUNDARY.6EESHEET561T FORTHE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER:ANCHORDIAMETER+1I16'. Mull Dimension (sheet N) THE CREATEFCLIPSEE MIN. DETAILF,SHEET4 338'MIN, A TOP ❑ALIP L_______J 60ALUM. TOPMEW STANDARD CLIP 6068-16AWM. TOPMEW --I .376- IN. IN. i i I i i OFFSETCLIP 601 TOWEW CENTER OFANCHOR NOLE MUST DE WRHINTHEDASMED 80UNDARFO ANCHOR 17D.CFORTHE ANCHOR O.C. DISTANCE.MAXIMDM ANCHOR HOLE DIAMETER'.ACNOR DIAMETER r 1116'. TALI F R 1' X 2.75' X.B5m MULLION 6063-TSALUM. XSECTION MANGLECLIP BOB3ECTION. zoos -%SECTION jL .126' I .375' MIN. h- 2X5 ANGLE CLIP 8061Te ALUM. TOPV EW CENTER OFANCHORHOLEMUSTLIE 7FOR THE DASHED BOUNDARY.6EESHEET561T FORTHE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER:ANCHORDIAMETER+1I16'. Mull Dimension (sheet N) POT PAH.p Mullion Sol. Clip loffset Clip tl4:lip jAnqIoCIIpj 1" X2" X.12W (6) 68606 6MI13M 6661118M S68243M 61161 1°X2"%.3761(6) 66—M 636114M 6661119M 6662441A 880612M f X 2,75' X.376°(>) 68507 808116M W01120M 666245M 6651 1"X2,75"X.66O'(8) S8806 666116M 601121M 666246M 669514M 1' X3,126" X.500" (9) 68637M SB61116M 6881114M 666242M SM16M 1.28'X3.IW X.266'(12) 66641M 6661117M M1113M 666241M 666616M 1.W'X2.11'X.125"(18) 69370 WA NIA WA ONS17M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET, 2) SEE SHEETS 6 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS S ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. TARI F A Value(in) For Mullion: 1.82E1' X2' %.175' Mulilon 2.654Aluminum O.BBSTube R 0.740 1.126VX2'X.376'2.404Aluminum Tube Mullion0.490 0.635 A 1.876 1' X2.76— X .376Aluminum Tute Mullion 8 3.00D C 0.757 D 1.118 E .450 Min. A 1.312 1 1' %2.75" X ,650' Aluminum Tube Mullion B 3.000 C 0.478 D 0.836 A 2.000 1' X3.126' X ,600•Alum Tube MWI B 2.037 C 0.683 D L137 A 2' 1.25' X3Aw X.286'Alum Tube Mail e 3.252 C D 0.862 1.762 A 1.813 7.28' X2.11' X .121'Alum Tube Milli TY 1.250' 9.250' 0 --1 A20• N I 12VX3.25'X.100• MULLION 600}T6MUM. %SECTION -1 .820' 1-- --1 .020- 1-- 12S%3.25'X.824• 1.2S X 3.94•X Me MULUON MULLION 000S75 ALUM 600545ALUM. %SECTION X-SECTION 740' .726' STANDARD CLIP II 2.000' 666}TBMCM, I 2.126' 2•�O. 2X6ANGLECLIP '%SECTION UTSA 608}TBALUM. I I 606}T6 MUM.L XSECTIQi .125' .125' X-SECTION .,26•r 06STSA ON 8 mEarIION .376• 3.126'-� CCRU U71 %SECTION MIN. OETP I I 1 2. Lti 1 I I I I I I I I I I I L -J 11 I F L_ CENTER OF MGHOR HOLE MUST U E WITHIN THE DASHED BOUNDARY. SEE SHEETS SN FOR THE MCHOROG. DISTANCE, MAXIMUM ANCHOR HOLE DUNAETER: ANCHOR DIAMETER • N18'. 3.4696.60P- 126' .376' MIN. I a260.46• BAY MULLION 30•BAYMULUK 800}TBALUM 008}TO ALUM X-SECTION X-SECTION ! -V I 228•J 4 .ear I .=VJ- I-.9er I NOTES: 1) HOLES TO BE DRILLED IN THE MELD FOLLOWING DIMENSIONAL RESTF 2) SEE SHEETS 5.20 FOR SUGGESTED. APPROXIMATE HOLE LOCATIONS. 31 SEE SHEETS 241 FOR GENERAL INSTALLATION METHODS. THIS SHEET. F. SHEHEEE 4 I .375 F. T1 .376' '---- CENTEROF ANCHORHOLE j MUST LIE WITHIN THE DASHED BOUNOARY.SEE SHEET66-NFOR £ .THEANCHORO.C. F DISTANCE. I MP%IMUM j ANCHORHOIE I I DIAMETER: ANCHOR "--- DIAMETER-1110•. STANDARDCLIP U.CLIP 605}TS ALUM. OM-TOALUM 70P TOPVIEW OFFSET CUP 600}TBALUM. TOPVIEW Dlmend,n Value n) For Mullion: Dlmo n,lon Nolan 0ni For Mullions 3.q• .127 AWniOml T6omaiin F 0 1.83E 1. - .624- luminum o Mullion G N I LOOS TW 000 H 1 F &1W r%4•X .375' ANNmm Tub, 6'T' F O 6•%3.94• %.624• mninum e Mu0len U2.576456 p H I 0.767 2430 3,SSS H I F 22E0 1.26'XD26' X.100• I T6uloo WMsnN1 F ae MW O H D760 1.6W F •B, MMI 1 azs9 1^ MuIIOM,nMon {mu101 POTPeHP Mullion I 510. Clip (ouniacilpl U4/11p 1 Male Clip 1'X4'XJ26'(10) 6990/ 060111M 6681122M 806241M 080516M I'%4'%.376•(11) 6- 880112M E061123M CM42M 600519M -F, %.376' T (11) 86053 66011 MM 6501123M 0 bUM 666510M 1.2rX3.26•%.100'{13) A100 BBBH27M 6091124M 6062410M M115M 1.28•%a11 X.M (14) SDIM 800 I" 0081125M 8802411M 0050116M 1.25 %3.B0'%.824'(15) 20I82 3981117M 600112661 BB6241M 500617M W D,Dmo (10) 09T9 WA WA WA 6665110M 45 D,9m,( SSG WA WA WA 8586111M TABLE E Mull Dlmenslon (shoot#) PGT Pen# Mullion Std.Ci1P U-Clip An61s Cllp 2'%4'%.25'(10) 06002 660261M 6802TIM I 6605112M T'%0'X.25'117) 66604 666202M 666272M 8865113M i i § s i STANDARDCLIP i § 1) HOLES TO BE a. IN THE FIELD FOLLOWING F. DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. ...%n.. . % . 2) SEE SHEETS 5-2D FOR SUGGESTED, APPRO)UMATE 3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. OUTHMIETO 1 t--2.000•-1 Y%e'X.25' MULLION e063rt6ALUM, %SECTION .3T5' MIN, L'Z I 1 1 I — — — — —i— 343W I I I I STANDARD CLIP T Le: 0e 73ALUM (.SEE TOPMEW D.C. ME s 111W. .3T5' f MIN. 1 I j I I ___ I I _______i I I I I 1 I I I 1 I I I I 1 I L I I I I I bd I —WMVARD CLIP 006346ALUM. TOPMEW 4 —j r-.12S I U-CLIP ,I—IF.126 2ANGLE P 60TOALUM S Ts ALUM. 2125• %SIECTION SSCTION L,125' L .12Y I �1.4se•—I T U-CUP 6063T8 ALUM. USED FCR 2'X e• MULLION SHOT 17 TOMEW 5 2%SANOLECUP LIE M0 Temm. sEE TOPVIEW O.VYV I I I I I I 1 I I I I I I I � I _ 130' I 1 I I I I � I I I I I I I I MSANDIECLP 006>TBALUM TOPMEW 3T6' MIN. No. 50705 — A. LYWVl!IER, P.E FL P.E.# 58705 EXAMPLE 11 SINGLE VERTICAL MULLION ----II MIILLWIOIN PENINO WIDIN ME BUILDING SUBSTRATE IS MOM TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2.1/4'. THE OPENING REQUIRES A DESIGN PRESSURE OF.60.W40.0 PSF. 1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 7T AND THE OPENING WIDTH IS 32YE32-P -FIT. REFERENCING SHEET 25, WE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST WE WINDOW FRAME DEPTH OF 2-1/4' AND WILL MEET OR EXCEED THE REQUIRED DESIGN PREEURE OF-M.01-60.0 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.376' MULLION (LENGTH -72'. OPENING WIDTH c IFFY) MEETS THE DEPTH REWIRED, HOWEVER THE DESIGN PRESSURE IS 11.583 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A SHEET 6,THE 1'X2.75'X.BW'MULLION (LENGTH a72', OPENING WIDTH a TV) HAS A DESIGN PRESSURE OF 1.72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. 2) USE TABLE 43 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4)012 ANCHORS AND WE 2X5 ANGLE CLIPS PATH (4) 012 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EIMER ME COULD BE USED, THE STANDARD CUP C EASIER TO INSTALL 3)VERIFY WE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM THE LOWER DESIGN PREEURE.OF MULLIONS 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 SUBSTRATESAND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DEIGN PRESSURE REQUIRED WAS -1-WA PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WIMAN ANCHOR CAPACITY OF 06 LBS ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE MEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FORME EXACT DESIGN PRESSURE OF PER (60PSF)X(636LBS )=624SMS (MAYBE USED TOQUALIFY010STEELSCREWSFROMTABLE4B) 72.7 PSF THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBSAND USER A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2.3/B'. THE OPENING REQUIRES DESIGN PRESSURE OF.50.01.55.0 PSF• FOR THE VERTICAL MULLION' 1) INITIALLY ASSUMING THAT A 1-WIDE MULLION IS SUTABLE, THE MUWON LENGTH IS 32 7711Y=105' AND ME OPENING WIDTH 15 3V-W.1- N3-. REFERENCING SHEET 0, THE COLUMN USING RECTANGULAR LOADING SHALL E USED. SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST ME WINDOWFRAME DEPTH OF 2-WAND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF 160.W.55.0 POP. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE ME NEXT LARGER SIZE AVAILABLE. EXAMPLE 2 MULTIPLE MULLIONS FROM TABLE 3A SHEET 7, THE I-X ITS-X 37r MULLION (LENGTH =108Y, OPENING WIDTH. W-)MEETS ME DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS H-16.1 PSF LL�OTM'j)' AND WOULD NOT BE SUITABLE FORTHISARPLICATION. FROM TABLE 12A SHEET 16, THE Y X 4' X.25W MUWCN (LENGTH ^ IOW.OPENING WIDTH c SnHASADESIGNPREEURE OF.144.7 PSF WHICH EXCEFDSTHE REQUIREMENTS SEE FOR THE OPENING AND MAYBE USED IN MISAPPLICATION. NOTEWEANCHOR CAPACITY REQUIRED OF 97I LBS. o TA B, 3• SSE SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD TTO THE WIDTHUNITTHE OF THE MULLED UNTHE ADJUSTED OPENINGWIDTH IS 3T.39wC=7,P,NOT7WAS PREWOUSLY FENESTRATION PPPISCVS N ASSUMED. THAT THE DESIGN PRESSURE IS BTILLARPLICABLE FOR ME ADJUSTED OPENIN0.ATERNATNELY, THEWINDOWWIDTHS MAY BE REDUCED TO MAINTAIN APPfl(NM �- THE 73'DIMENSION (36-12't3Y1(1Y1b73�. ENSIO i , 2) USE E 128 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITYAND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME WE POURED TABL CONCRETE HEADER AND SILL ARE WWIDE. IF THE MULUON CLIP WERE TO BE CENTERED WITHIN THEE', CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. IMF `Tr - USING THE STANDARD CLIP WITH (6)3110' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1T GIVESAN ANCHORCAPACITYOF 1050 LBS WHICH IS GEATER,AND 1UumN SEE SEE AN THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITYOF 071 LBS. .EN01H IIIM• DETAM OETNLE IPEMNG SHEETS 3 SHEETS FORTHEHORI ZDNTAL MULHONB: HUM BECAUSE THE VERTICAL MULL WILL BE A YX 4'X. WMULLION. IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY. ANOTHER OES HNDVT MULLION TYPE COULD BE CHOSEN. SHEET 25, THE COLUMN USINGTRMEZOIOALJIRWNOULAR LOADWO NAY Be PRODU[ l 1) WE MUWON LENGTH IS 3r AND THE OPENING HEIGHT IS 3T.?rW-106'. REFERENCING WHICH EXCEEDS THE Mlda USED. FROM TABLE I2A. SHEET 16, THE 2' X 4-X6 MULLION (a LENGTH ^42'. OPENING HEIGHT,120] HAS A DESIGN PRESSURE OF H.1704 PSF M". REQUIREMENTS FOR THE OPENING AND MAYBE USED N THIS APPLICATION. NOTE THE ANCHOR CAPACITY SECURED OF 521 LBS. pfnun E ��UmEWECWJAv WE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP WIFEREQUIREDN THIS PLE USE TABLE 12B TO ICLIP 2ME M SKEOETATS WERE TO E CENTERED WITHN MEB, CARES MUST BND IF WE MULLION) TAKEN TO MAINTAIN THE FASTENER'SIEDGE DISTANCE. USING WE 2X5 ANGLE Cl1PAS W7DH P r 2a5 _ eerlrvncunl RALWIICU IS GREATE0.ANOTHEREFORESURABLE.FORTHEREQURED ir ANCHOR CAPACittOF521 LBS. Ff -- 58'.HOMZ �� 3s•, NONZ 4)FOR THEU-CLIP IN THE HORIZONTALMULLION, USE AND THEORE ANCHOR CORTHE OF021LBSNCHO CAPACI THEU-0UPSHOWB 521rWCHOR -MfiLLLENGM MUOLENOTH CAAACITYI81074 LBS WREN USING3ANCIORS, WHICH IS GREATER, AND THEREFORE SUITABLE. FORTNEREWIREOPNCHORCARAGttflEQUIREMEMOF 621lBS.THE —OIRMNG WIDIN FW4VERnGUNULL ANCHORTYPE IS A0/2 STEEL SCREW. FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: 41.64.7 PSF FROM THE MFTICAL MULLION; +1.1704 PSF FROM THE SW HORIZONTAL MULLION ATTACHING TO CMJI •/-070.0 PSF FROM THE SP HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTEREGNON} THE LOWEST DESIGN PRESSURE IS H-64.7 PSF AND WOULD APPLY O ALL OF THE MILLIONS. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. WE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS. VAU APPLY TO THE OVERALLASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE HOW WE MULLION AND THE FENESTRATION PRODUCTS INSTALLED IN ACCORDANCE NTH WE INSTALATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. �X OhihePblte I 16•o21a-dy- 'xr,' 10.50705 - Ox u; %�U '•SAEG of , NA A. A LYl4N MIUBE13, P.E. FL P.EA 68705 EXAMPLES OF RECTANGULARLOADNGI N% %N LOADING OF VERTICALMUWON SILL OF WINDOWS NOTANCHORE N5 Ir IWOR LOADIN O OF VERTICAL MULLION SILL OF WINDOWS NOi/NCHORED III * /iiill� LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLION: LOADING OF HORIZONTAL MULLION W RH INTERS ECTNO VERTICAL MULLION LOADING OF VERTICALMULLION PANEL OF HINGED DOOR IS NOTCAPTURED ORANCHORED WITH LOADING OFVERTICAL MULLION EXAMPLES OF TNAPEZOIDAVNRIANGULARLOADNO: Ilk�/ LOADING OF HORIZONTAL MULLIC MULLION LOADING OF VERTICAL MULLION NOTES'. ;R000CT REVISED 1)ORAWNGSARE RERESEJTATIONSOFTYPICAL ¢ttgvenm� p CONFIGURATIONS. PA CONFIGURATIONS NOT SHOWN DY MAY DE EXTRAPOLATED FROM Mlua M1odet THOSESHOWN. CANNOT ED, LYN BEIOEt1EfDAN OSEPE '•.•9 RECTANGULAR LOADING. ttGF.NSg R�?;• •' �Y !` 3) SEE PRODUCTS' APPROVAL FOR Mo. fDiOfi ACTUALANCROR LOCATIONS. _ //3�. 3v'. Nrlb i n.�.= A LKt FL