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SCANNED BY ` St. Lucie County M I AM MMADDE on MIAMICOUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Sheet, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ovlec000mv PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: ty This NOA is being issued under the applicable Hiles and regulations gov g materials. The documentation submitted has been reviewed and accepted by Naa geun n Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (A - HI) -This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - APPROVAL DOCUMENT: Drawing No. M11-S112O0-01, 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. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control 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 NOA1115-0528.22 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.16-0505.02 Expiration Date: September 01, 2021 Approval Date: June 16, 20I6 %//� QQ Page 1 YV�IECWIEDFORC1046 CO BUI�DNGD�ON LIANCE REVEWED Y � DATE PLANS , PERhII MUST BEKZPIONJ'OB OR NO INSPECTION IYML BE MADE. PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0614. 01) 2. Drawing No. MD-SH2O0-01, titled "Single Hung Window Installation" sheets 1 through 8 of 8, dated 05111/11, with revision C dated 04/22116, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of series SH-200 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6479, specimens 1 thin 26, dated 03/28/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOANo. 11-0614.01) C. CALCULATIONS 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 uuderpreviousNOANo. 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. 1 9a11 -M 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 eyP.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 NON -IMPACT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 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 G90 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. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" 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 & 8, 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 33113% 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 FTL-647% ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSVAF&PA NDS 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 THETABLES ON SHEETS 2 & 3. NO ANCHORS REQUIRED IN FLANGE FRAME HEAD 8" MAX. FROM CENTER OF MEETING RAIL 8" MAX FROM CENTER OF MEETING RAIL Imo- WIDTH WIDTH i HEIGHT / / HEIGHT EQUALl PROVIEWIORI9. ARCHTOPPROVIEW/ORIEL RADILIMP EOUAL LRE 9" MAX. 53-1/8-TII 52-1/8"1 4 f VISIB TYP. FLANGE F (TES DESI STAN O201 •AS' •AN •ALI •AIS iltt l':t114, -��. �'��C�NCF • 521� T ,�. S OF •� •�f.OR'O(�'' ,, t, ....... rfi A. LYNN MIU_ER, P.E. P.E.458705 4 N in - m i nAi n m uu �i LO C 1p in N4"JW' A Oa t� C' O� f� � W � �' � A' � E S m m C N O 8" ° W SR � W �^ �S N � N Fr N a W' mO• i N W^ � J r1 � T N p= N fdD g a C Q� to fo a C w N JO,,� pp 10 m ,p CQt, Z `��' 2 N 10 a CC r2�+ y �o a C 2 NN �P L° P ITt c p� 2 _ Yi Qo ra a� C C m ryj n a O. RL A A Of ? Ol 0a O; N N Aj y W O� M N On O �G EN 8 N N fOii 3 ^ aSIsi. pm Po fn P N W fly N A (ll (n N (J� (J� N ,0 N N (!� fn N N f!1 � (!I ,tWJI fJ� fn to UI O O w O O O W O O O V O O O O O O O O C O O G O 010 O O O O 0 C G O G SO W c Tm . mt�ii V V n ,T,i di -r+ S -r+ x n W GJ W W O w w i0 O V W w G O w p W RI Gf O G m 0 O O UI 0 0 0 O O O 0 O a 0+ 0� 0 + fl1 + Ot } A + OI + N + fT t 0 + M + N + OI + N + fT + 01 + N + VI + (A + + + + + + fllV1 + N fT N N fJ� N M N N 0 V O 0 0 O 0 IV O 0 W O O G O 0 C C 0 0 0 O ,f11 O 0 O O v PO JC cli In In -4 w 1l1 V yt 10 ' V Yi l0_ '{n 6 f11 �0p N N N V V V$ f0 �0 V O j0 3 O O !ND O p W {0 $0 w -D w w p N . O [a G C m C V W 0 W o 0 V f0 W N V N IV 10 W W m p W f0 W C 0 W 'W Ip 0 W O 0 W W 0 S T' m + p+ WW 0+�(.� ,p .(.� O.� 0.�O.� (.� . O� � 3 OI U N -+ N OD f0 W 01 0' O W 0 0 W 0 W N N ,Q N 01 ,V01 0 0f N N N (0 t011 C C � W fA N -+ � N� O G� W O OB� t0 fJr�f o O a w�� oy� 0 0 0�� o O o o m G o �o O 0 O C 0 W N JW�� J JW�� J J J J ° 'CO .T.1 0 V 24 W A f0 W A V W A A (A 7. W GO O W A V -4 V 4f A N IJ N IV t4 N o � 2 FT CA ++ + + + + yy+ t OWi 0° 0 O V m t0J1 .♦p + + N + OAo + O + Oi� 0 + O O+� 0 (tom OI (+� fll O+� 0 (+� t)1 O+� 01 O+� fJl O+� 01 O+� [JI + N + O+� 0 .tWO m ,(0J1 G 0 0 .f0n 0 IJ N V 0 N O L1 N. G b Cl 0 O t0 0 G G cn W O O w 0 0 0 C G G G 0 W .. Zn o o rn o n�i Si Li in o 3 ,Zo Pln A �i TS tJ N V 0 0 O V 0 Al 0 W 0 V f0 -� 0 V W 0 W 0 0 W W -� W W 6 T O OD 0 0 0 O S + + + + + + + + + + + + + ** + + + + + + + + + + + + + + + + + + gSn G O N� t0 O G f0 Vf O O ut O O O O O O O O gGa � 0 W 0 0 W W 0 W O + + + + + + + + + + + + 0 + (}� (n (+� O O 0 f0 O+ O SD Uf -+ O VI O 0 V IJ 6 N W C Al -4 A W V W -+ W O O+ 0 N 0CD teosi§o W W IV V O W IV fD t0 W N V IV W A7 W O N V> W V Wto C f0 O N OW + + N + + f(.� . + + +WW + + + (tom 4 + pp+ + t + yyt & yy+ ++++++++V W V f0 A t0 V ,fi1 ,�l A IJ 0° OC] G VWW 1-4 O f0 W �O ID O W t0 IJ Cl <D O Gf *oo O W (D W n 'V tl cy W 'I 1 ••.� � V{-0 s+ V W f0 W V W iD p V V TAR[ F 4: Maximum Window Height' sash Height2 (see Figure A, this sheet) Design Pressure (lbsift) for Glass Type B -J, Fin & Flange Frame Maximum Window Width' 191/8" 28.1/2" &1 37" 41" 45" 49" 23" 119/18" (Equal Lite) +55.0 90.0 +55.0 .80.0 +55.0 90.0 +55.01 -90.0 +55.0 -00.0 +55.01 -90.0 +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 189l16" (Equal Lite) +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 91: oler 18-9116" +55.0 90.0 +55.0 -80.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 -84.3 +55.0 78.1 under 15.7/6" +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 98.5 +55.0 -81.8 +55.0 75.1 15-7/8" thru 193/16" 3 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 .87.9 +55.0 78.1 383/8" 19.1/4" (Equal Ute) +55.0 .80.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 97.9 +55.0 -78.1 wer 19414" +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 .88.5 +55.0 -81.8 +55.0 75.1 under 199116" +55.0 90.0 +55.0 90.0 +55. 11 910 +55.0 .86.5 +55.0 90.2 +55.0 73.2 +55.0 96.. 199/16" thru 22-112" 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.t 229l16" (Equal Lite) +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 39.3 +55.0 , -78.5 +55.0 -70.1 over 229/16" +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 86.5 +55.0 80.2 +55.0 -73.2 +55.0 under2D-V8" +55.0 90.0 +55.0f 90.0 +55.01 -86.0 +55.0 -81.8 +55.0 76.7 +55.0 -09.2 +55.0 62.1 20-1/8" thru 244/2" 3 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 94.8 +55.0 74.2 +55.0 -65.1 'W. 249/16" (Equal Lite) +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 -84.8 +55.0 74.2 +55.0 -85.1 over249/16" +55.0 90.0 +55.0 90.0 +55.0 36-0 +55.0 -81.8 +55.0 75.7 +55.0 -69.2 +55.0 .82.1 under 20-13/16" +5&0 90.0 +55.0 90.0 +55.0 -83.5 +55.0 -79.1 +65.0 -74.0 +55.0 -67.3 +65.0 -61.1 2043/16' thru 2&6118" 3 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 -90.0 +55.0 -83.2 +55.0 -72.7 +55.0 541 505/8 253/8" (Equal Late) +55.0 90.0 +55.0 , 90.0 +55.0 90.0 +55.0 90.0 +55.0 93.2 +55.0 72.7 +55.0 54.! over 253/8" +55.0 90.0 +55.0 90.0 +55.0 .83.5 +55.0 -79.1 +55.0 74.0 +55.0 -67.3 +55.0 -61.1 under 24-15116" +55.0 -87.9 +55.0 -75.6 +55.0 .65.7 +55.0 .62.3 +55.01 -60.0 +55.0 56.5 +53.2 51, 3445/16" thru 3D-1/2" 3 +55.0 -87.9 +55.0 -75.8 +55.0 -74.1 +55.0 -74.1 +55.0 i 74.1 +55.0' .65.5 +55.0 57.! 61" 309116" (Equal Late) +55.0 .87.9 +55.0 -75.8 +55.0 -74.1 +55.0 74.1 +55.0 74.1 +55.01 55.5 +55.0 57.! over309/16" +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 -820 +65.0 59.9 +55.0 57.8 +54.5 -64.5 +51.3 51 253/4" thru 31-1/2" 3 +55.0 339 +55.0 71.7 +55.0' -69.4 +55.0 -69A +55.0 -69.4 +56.0 .64.5 +55.0 1 561 319116" (Equal Lite) +55.0 -83.9 +55.0 -71.7 +55.0 59.4 +55.01 -69.4 +55.0 -WA +55.0 -64.5 +55.0 56 over 3191*' +55.0 -Mg +55.0 71.7 +55.D 1 -69.4 +55.0 W.4 +55.0 .69.4 +56.0 -84.5 +55.01 56 under2M4" +55.0 58.3 +55.0 56.3 +52.11521 +51.6 -61.5 +51.5 51.5 +51.5 51.5 +50.0 50.( 293/4" thru 364/2" 3 +55.0 58.3 +55.01 56.3 +52.1 521 +51.5 51.5 +51.5 51.5 +51.6 51.5 +51.5 51..' 73" 369/16" (Equal Lite) +55.0 .68.3 +55.0 56.3 +52.1 -621 +51.5 51-5 +51.5 51.5 +61.5 51.5 +51.5 51 1 over 3&9/16" +55.0 .68.3 +55.0 -66.3 +52.1 52.1 +51.6 51.5 +51.5 -61.5 +51.5 51.5 +51.5 51 under313/4" +55.0 .625 +50.8 50.8 +46.3 46.3 +45.2 45.2 +45.0 -45.0 +4&0 45.0 +45.0 45.( 78" 31314" thin 39' 3 +55.0 525 +50.8 50.8 +46.3 -46.3 +45.2 -45.2 +45.0 .45.0 +45.0 -45.0 +46.0 -451 39-1116" (Equal Ute) +55.0 .82.5 +50.8 .60.8 +40.3 46.3 +45.2 45.2 +45.0 45.0 +45.0 -45.0 +45.0 -45.( 1 Tipto-tip dimensions br flange windows shown. For fin windows or buck dimensions, subtract 1". 20herall sash height. For clear daylight height, subtract 39/16". 3 Size range includes the standard Pro -View (3rner--2 configuration) forthe given Window Height. For o%erall sash width, subtract 2-15/16" from the buck dimension. WINDOW HEIGHT -SASH HEIGHT CAN NOT EXCEED 53". INSTALLATION DETAILS FOR FIN FRAMES INSTALLATION OPTION 5 CURVED HEADER EDGE INSTALLATION DISTANCE ANCHOR (SCREW) THROUGH THE FIN EDGE DISTANCE 1.4165' VISIBLE LIGHT HEIGHT 41 EXTERIOR 2.751" a BUCK HEIGHT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 6, THIS SHEET. INSTALLATION OPTION 6 INSTALLATION ANCHOR (NAIL) THROUGH THE FIN 2X WOOD, SEE NOTE 2,THIS SHEET I I+--�I— EMBEDMENT i EDGE DISTANCE j EDGE ` DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE EDGE DISTANCE PER SUBSTRATE, SEE TABLE 6, THIS SHEET 2X WOOD, EMBEDMENT SEE NOTE 2, THIS SHEET 2X WOOD, SEE NOTE 2, THIS SHEET EMBEDMENT 1/4'MAX SHIM 1/4°MAX SHIM TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE 4 TYP. ANCHOR TYPE, 41IMSTALLATION PER SUBSTRATE, EMBEDMENT AND EDGE 36 SEE TABLE 6, THIS DISTANCE PER SUBSTRATE, INSTP SHEET- SEE TABLE 6, THIS SHEET. OP• ji 36 OPTION E INST, 61 30 STRAIGHT HEADER ANCHC THROU it INSTALLATION ANCHOR III I 29 (SCREW) THROUGH THE FIN MU DADE API INSTALLATION vE 1/ ICE USE EITHER OPTION 7 PROPERI LATCH (# 29) OR INSTALLATION BOTTOM LOCK ANCHOR (SCREW) 1/4" MAX SHIM 32-35 (#11).TESTED THROUGHTHEFIN UNIT LOCAT ON: 1 65/e" FROM II 64 VENT END- #iD STEEL Ii I SELF -DRILLING == TABLE 6: VISIBLE Ij 7 EMS(G5) LIGHT �I HEIGHT III 36 — Ilj 11 EXTERIOR 2-11T 2-112" x �j 2-112" ALUMINUM/STEEL FRAMING OR STEEL #10 Ste 20 STUD. SEE SUBSTRATE PROPERTIES, L n TABLE 6, THIS SHEET- F1/4'MAXSHIM EDGE DISTANCE 1 EMBEDMENT 2X WOOD, SEE NOTE 2, THIS SHEET VERTICAL SECTION D-D EDGE DISTANCE 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. r 1 TABLE 7: Mehor Qdantltlas Required, Flange Frame Muhnum Window HNightr Sash HeW see Figure A. this sheet ( 9ure ) Medmum Wndow Width' 194/8' 26-1I2• 33" 3T 41- GroupA Group B Group Group A Group 8 Group C GroinA Group 8 Group Gnwp A Group 8 Group GroupA Group B Grog C GroupA Gr K E K K¢ ro o: K C ro rc 5 mmm���2�<��mm ¢ w w w w M w M w rc K w ro K ro¢ z ro K ¢ 29• 119/16' (Equal We) 2 2 22 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 37. under 18�/16" 1B�/1C (Equal Lke) 2 2 2 2 2 2 2 2 2 212 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 312 2 2 2 2 2 2 3 2 2 2 3 2 2 2 2 2 2 2 3 3 213 312 2 2 3 2 2 2 4 3 3 213 3 ovm 18.9/18• 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 2 412 under 15-7/8• 2 2 .2 2 2 21 3 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 1 3 2 4 2 3 2 3 2 4 2 3 15.7/8'thru 19-WlT s 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 3 383/8° 19-1/41 (Equal Ute) 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 19-1/4• 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 under 19-WI 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&9116- thN 22-1/2• s 2 2 2 2 2 2 2 2• 2 2 2 2 1 3 1 2 3 2 2 2 3 2 3 2 3 2 4 3 3 2 3 2 3 3 3 �• 22-9116- (Equal Late) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 3 S 2 2 3 3 3 3 2 2 3 3 3 ow22.9/18' 2 2 2 2 2 2 2 3 2 3 2 2 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2 3 2 4 2 under 20-IIW 2 2 2 2 2 2 3 2 3 2 3 2 4 2 3 21 I 3 2 4 21 4 2 3 2 4 2 4 2 3 2 4 2 4 20-1(6^ 9w 2¢112' 2 2 2 2 2 2 3 2 2 2 2 2 3 2 9 2 Z 2 4 3 3 2 3 2 4 3 3 2 3 2 4 3 3 49• 24-9/16' (Equal Lite) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 awr24-9116' 2 2 1 2 2 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 4 j 2 4 2. 3 2 4 2 4 2 3 2 4 2 urdar20-13/1V 3 2 2 2 2 2 3 2 3 21 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 20-13/16' thN 255/18•s 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 3 565/8° 25318' (FAial Dle) 2 212 2 2 2 2 2 2 2 2 2 3 3 313 212 3 3 3 3 2 213 3 3 3 3 3 3 3 3 ever 253/8' 2 3 2 2 2 2 2 3 2 3 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 urder24-15/1C 3 3 3 3 3 3 4 3 3 3 3 3 4 3 4 3 3 3 4 31 4 3 3 3 4 3 4 3 3 3 5 3 4 3q-1511a- tivu 30.112 s 2 2 2 2 2 2 3 2, 3 2! 2 2 3 2 3 2 3 2 4 3 3 2 3 2 4 3 4 3 3 2 4 3! 3 61° 30.9116. (Equal Lute) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 3 3 3 3, 2 2 3 3 3 3 3 3 3 3 3 over305/18' 2 3 i 2 2 2 2 2 3 2 3 2 2 2 4 2 3 u 2 3 2 4 i 2 3 2 3 3 4 2 4 2 3 3 4 2 under253f4' 3 2 3 2 3 2 4 2 i 3 2 3 2 4 2) 3 2' 3 2 4 2) 4 2 3 2 4 2 4 2 S 2 5 2) 4 255l4• thN 31.1/2'' 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 1 2 2 4 3 3 2 3 2 4 3 3 3 3 2 4 3 4 63' 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, 3 15i79' 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 2 3 2 3 3 4 2 4 2 3 3 4 2 293/4• 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2 3 2 4 2 4 m 36.1/2.3 3 2 3 2 3 2 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 3 73" Equal Lite) E 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 3 3 1 2 2 2 2 3 3 3 3 1 2 2 3 3 3 6-9/16" 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 3 3 2 S 2 2 3 3 9 3 2 313f4• 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 2 3 2 3 2 4 2 q78'thN 39° s 3 2 3 2 3 2 3 2'1 2 3 2 3 2 3 2 r 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 3 3 (Equal Lida) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 3 3 2 2 3 3 3 ' Tip -to -tip dimensions for flange windows shown. For buck dimensions, subtract 1". 2 Overall sash height. For Gear daylight height, subtract W16". 3 Size range includes the standard Pro -View (3-over-2 configuration) for the gilsn Window Height. Q 4• FROM SEAM "MR' refers to "Meeting Rail". For overall sash width, subtract 2-15/16" from the buck dimension. WINDOW HEIGHT - SASH HEIGHT CAN NOT EXCEED 53'. WI 1) USE THIS TABLE FOR ALL FLANGED WINDOWS PER THE ELEVATION I ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP. 2) FOR FIN FRAMED WINDOWS, SEE NAIL PATTERN ON SHEET 1. R TH 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH 7 OR HEIGHT DIMENSION SHOWN ON THE TABLE. 4) REFER TO TABLE 5, SHEET 4 FOR ANCHOR GROUP DESCRIPTIONS. Item # PGT Dwg. # PGT Part # Description 1 2703E 62703EW IFlange Frame Head 2 2751B 62751BW Flange Frame Sit] 3 2781 62781 W Flange Frame Jamb 4 2713 62713BW Integral Fin Frame Head 5 1 2714E 62714EW Integral Fin Frame Sill 6 2782 62782W Integral Fin Frame Jamb 7 2706 62708DW Sash Bottom Rail 8 2707 62707CW Sash Tap Rail 9 2739 62739W lFixed Meeting Rail 10 2709 62709CW Sash Side Rail 11 2740B 742740AW Sash Bottom Lock 12 2785 62785W Sash Stop 13 134 66616 Addon Flange 20 1226 61226DW Vinyl Bulb, Flex PVC 70 21 1662C 71662CW Head/Sill Gasket, Poiyethelyne 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, 21nc 30 1016 7858WW #8 X.525 Ph. FI. SMS Latch Screws 31 1287 71267N Setting Block 1/8" x 1/2" x 1•, EPDM 32 See Sheet 7 for Materials Kommerling 4SG TPS Spacer System 33 Quanex Super Spacer nXr with Hot Melt Butyl 34 Quanex Duraseal 35 Cyroinal XL Edge Spacer 36 Sash Bottom Lock Spring 37 Screen Cloth, Fiberglass 38 Dow Coming 899 Silicone Glazing Sealant 40 1625 61625B Glass Bead (1/8" Glass) 41 2719 62719E Glass Bead (3/16" Glass) 42 1263 61263B Glass Bead (1/4" Glass) 43 1253 6VT48B Glass Bead (I.G.) 50 781 POA #8 X 1" QUAD Pn SMS 51 781 PSTX #8 X 1" Sq. Pn Twin Fast SMS - 410 S.S. 52 1184 781LHPOA #8-15 x 1 LH Twinfast Screw Zinc 53 1186 761LHPQX #8-15 x 1 LH Twinfast Screw Zinc (S.S.) 54 78X1PFTFUA #8 X1" Ph FI u/cut SMS 55 78X1 FPAX #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• .050' .869' .062' .062" T—ov— FLANGE FRAME HEAD 6663-T6 ALUMINUM n--T C 2.056' 3.225' .050 " " 2.0001, 0. .s75• .oso°y{ oso^ — 1.1zs .975• 2.Os6• .050" — OINTEGRAL FIN FRAME SILL O II 5 6063-T6 ALUMINUM 6 6 —►{ {� .062" 062" —� 1.582' .062• .050• —f� —W-{ .926- 1.01, OFIXED MEETING RAIL O SASH SIC 9 6063-T6 ALUMINUM 10 6063-T6A 040 ,'y�' •. S�Ab A. LV `NN'h16.1.�R, RE P.F-# 58705 SCANNED BY St. Lucie County M I®DARE • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DMSION NOTICE OF ACCEPTANCE (NOA) CGI Windows and Doors, Inc. 10100 NW 251h Street Miami, FL 33172 SCOPE: MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mlamidade.gov/economy 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 shallnot be valid after the expiration date stated below. a 'ami-OaCo o c Control Section (In Miami Dade County) and/or the AHJ (in areas of r Mi r Dn r e right to have this product or material tested for quality assuranc pu es. f hist er I fails to perform in the accepted manner, the manufacturer will into he st the may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION• Series " 3 0" Aluminum Single IIune Window — M I APPROVAL DOCUMENT: Drawing No. W05-04, titled Series "360" Alum Single Hung Wdw. (L.M.I.), sheets 1, IA, 2, 2A, 3, 3A, 4, 4A and 5 through 10 of 10, dated 01/28/05, with revision F dated 05/05/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Abroad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 12-0822.11 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. / NOA No.15-0512.07 CIA Expiration Date: May 05, 2020 Approval Date: September 03, 2015 Page t CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOANo. 05-0215.02) 2. Drawing No. W05-04 titled Series "360" Alum Single Hung Wdw. (L.M.I.)", sheets 1, 1A, 2, 2A, 3, 3A, 4, 4A and 5 through 10 of 10, dated 01/28/05, with revision F dated 05105115, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on:. 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a seizes 7400 PVC project out window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. M nue ere�, P.E. Product Cont of Ex mbier NOA N . -0512.07 Expiration Date: May 05, 2020 Approval Date: September 03, 2015 E-1 CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CoNT1NuFw) 4. 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) Small Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 7) Forced Entry Test, Type "A -A" vertical sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202-94, per ASTM F 588-04, AAMA 1302.5-04 and CAWM 301-04 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0402-08, specimens 1, 2, 3 and 4, dated 04/03/08 to 07/22/08, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-1208.06) 5. 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) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC; TAS 203-94 6) Forced Entry Test, Type "A -A" vertical sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202-94, per ASTM F 588-04, AAMA 1302.5-04 and CAWM 301-04 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0323-04, specimens 1, 2, 3, 4; 5, 6, 7 and 9, dated 03/29/04 to 04/02/04, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 05-0215 02) C. CALCULATIONS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), and of no financial interest, dated July 16, 2014, issued by AI-Farooq Corporation, signed and sealed by Javad A.hmad, P.E. (Submitted under previous NOA No. 14-0822. 11) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) Mauuel Per Product Control Ex min NOA No. 15.0 .07 Expiration Date: May 05, 2020 Approval Date: September 03, 2015 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No.14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 3. Notice of Acceptance No.14-0423.16 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on 04/14/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5t1 Edition (2014), and of no financial interest, dated July 16, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No. ,14-0822.11) 2. Laboratory compliance letters for Test Report No. HT1-0080-0402-08, specimens 1, 2, 3 and 4, issued by Hurricane Test Laboratory, Inc., dated 07/22/08, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-1208.06) 3. Laboratory compliance letters for Test Report No. HTL-0080-0323-04, specimens 1, 2, 3, 4, 5, 6, 7 and 9, issued by Hurricane Test Laboratory, Inc., dated 04/02/04, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 05-0215.02) 4. Test Proposal for the qualification ofButacite® PVB glass interlayer by DuPont as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, Supervisor. G. OTHERS 1. Notice of Acceptance No. 14-0822.11, issued to CGI Windows & Doors for their Series "360" Aluminum Single Hung Window — L.M.I., approved on 10/16/14 and expiring on 05/05/20. a. Manue Pery , P. . Product Control Ex� mi r NOA No.15-0512.07 Expiration Date: May 05, 2020 Approval Date: September 03, 7015 E-3 rvl� 1/3' (tr, ❑.,d) - �vuT a • • rte aw awxs Slandord 12 Psf Sill General Window Sections L/ Wight paNi911t !LW- --k�pn-- 3 �9/11::�:] WiM. Mato V,do, MOW INS UC➢ONS FOR USING CAPACITY CHARTS j�1 DEImwtII ra xEONPm 0614X mESSIIn6 i0it ctrw wwp0e rouaR '�-� SnI 3RtraWAl�all/GI/.SS iRE MOYiww15 p+ SIIEflL ] MD L STEP 3 a-. T1E AM]lai G➢1L11r iPoY 91EE1 ] To A B OR C EROOR M SYEE15 0 YBIG LNtlR 11PE MP 491LWOMq YVJS 0.9E YSw. VOYfYI BOOK aO1YLLTOH V➢K11Y fAW dRWr D. STEP 5oR9m InRIW WvyLg90flW6E MW6N/WAIIJM NA]IDIE O➢IGtt FOR Ira VIBE WLIMI TROY pIMS DN 91ft1 6 V 4VlmNY BU%5 ME VSRo DnWSi 4RY. exEzrolmra LuweezlExrs 6W owns ax s¢v In ME Lwf3r s¢mrtD v4UE MRr ro Tlf WSTNUtnx MID uUSE EIXYL DR EYf(m T12 RFAOWm DFSILH (1.9a+o ) .1. .. ERDY flaP I. BYO Ioti D LaoR:n Optional 15 PSF Water Oar Adaptofs Cen rot ee m .xn M " OD Nxlall.u.R Sa, .. (Refer to sbeato epaGng nlefmotion) 0 sCRWS 'vno' unmo51jiTr e qg 3 To Swoot 41£ OYns aR aDE DY STE Wu®uTOM � � S D: Lf SIL/LL aP SwmE MMa MITI mMA IMW-MYE CWMr IPVRarID Na600515MG LCW-LxDE CWMY AVPAavFa MWIDNS WIW W4 YES9AE wa MNDwR OR YWIDd.V0.RWM. KK a 4N KRL IRiY A FXIWE S121M. ARSE xR9JR5 MF PAIm N0. UAEf L4SpE RIpKT. d6 PRODLGT Ix5 R01 a61ONm IND 1fSlm r0 WYRY MIx TIE $RViT:e6 M2 trot REDN.®. CS _ PEW+v@IEMS di 1NE fIORPL a1pDO1L lWE WLW WJe q]I KIGLM xuRRriRc zaxE pmu} EWD BOA H/ mRl6. oast DE INOWRD RRBenr za I0.VRw 1'RUWLTTEY4L1) w: xv�Yoon LazW TO ra szmmiuR[ v.ua�eaa..Lmwsw:a ueLlia¢ SxuL EE es usm. Vv d As swRm ox Wzms. Mlamis AT=Nel d IRK EYBmu[M ro b5E LWEIPIL BULL � BYNU x4L aP sIIIttOR Im Day FI/. PE T z �k}.yNm 6: PV PIRf 6AmWWIUIXN di Envin9 no. prAFA4 6 Wm W WSIGV W AVCME0.5 MN xIDD aM% .R YATlaus BuzYnNL rwr Nm luann ro sPa/1mu SIKRS, rxv WOS-04 aoYE o ro Eauum . mxw nPoo. w.wus sou 1DCY 11c 'a.D""Dm"e m 1'a ^°ma" °mn code WOO, t afro i GRAVE AND VENT DEI R MR G tt S. 1A, 4 AND SEE SHEETS u 6 M FOR fl fflm �\ /J� OPRONAL TOP RAIL. SWEEP WCK NOT AVNIAEtE WITH THERE C� ` GIMS TVFES. Glazing of Insulated Laminated Standard 12 Psf Sill Optional 15 PSP Water Bar Adaptor ten wI to Installation krevs (Refer to sheets spacing 7 far ton) a� �,wNu r.so,�'mmvme a�Nel �5T2.0 ^ Au'l W Bill of Materials ITEM PART 1T QUANTITY DESCRIPTION MATBRMIL MANP./SUPPLIER RZMXRES 1 W2J2DING AS NE_W. WOOL PILE WNH CENTER SOFT FM (GRAY) PRE ULTRvo,B/SCHLEGEL 2 CGI-612P AS REOD. PVSRC BUMPER GUIDE Pr PROTOTYPE PV C EXTRUSIONS CONTINUOUS AT INTERLOCK 3 4 #146-4 2 WEEP NOTE COVER NYLON GLLSS Aw/MESH BUILDERS PUSTIC COMPANY N/A AS REDD. GU G VARIES _ ___ CUSTOM CASTING 5 N/A 1 COMPLETE SCREEN 6 MI-615C & 616C 1 OR 2 COMBINATON EGRESS LOCK AND LIFT/PULL ATTACHE) W/(2) 08 X 5/8' M SNS ZINC 1 O WOWS. 28' WDE & WA 2 ® WOWS. OVER 20' WIDE T 8 A30700 & CJU]OS 1 OR 2 OPTIONAL SHEEP LOCK & KEEPER (replaces item 6) ATTACHED W/(4) 86 X 5/6' M EMS ZINC ZINC TRUTH HARDWARE OR EQUIV. TRUTH HARDWARE OF EQUIV. 1 0 WOWS. 28' ME & SMALLER 2 0 WDWS. OVER 28' WIDE ID-11-%X-10G 1 OR 2 1 0 WOWS. 28' WIDE & SMALLER 0 WOWS. DYER 28' WIDECGI-W4C _ VAPoES 2 RE DOWN BLOCK CUSTOM CASTING VARIES 2 BNANCES (B&T OR SPIRAL) BOTH RAUWCES CAN BE USED CCI-61]P 2 BAIANCE COVER PROTOTYPE PVSIIC EXTRUSIONS LOGIED PT TOP HALF OF EACH JAMBCGI-B18P d 2 VENT STOP PROTOTYPE PU511C EXTRVSIONS LOCATED AT TOP OF JAMBS CGI-613P 2 FXED VENT SHIM PROTO PIASTCEXIRUSONS L TED AT TOP OF FIXED VENT CGh619P 2 TOP GUIDE AT OPERABLE VENT psVIS CUSTOM CASlWGCGI-622N CUSTOM CASTING 2 BOTTOM GNDE/CUP AT OPERABLE VENT 1J CO-620C 2 CANNER SYSTEM VENT ASSEMBLY SCREWS CUSTOM CASTING OPTIONAL - BAVNCE ATTACHES 10 IT IB N/A 16 VARIES VARIES 110 X 1 1/f M SUS (x PDT CGRNVU 19 N/A 12 FRAME ASSEMBLY SCREWS 010 X 1 1/4' M SMS (2 POt WRNFR) 20 CGI-382V AS ROOD. VINYL BULB PVC PROTOTYPE PLASTIC EXTRUSIONS 21 VMIDS AS REDD. SNCNRAL SILICONE SILICONE ZINC } SIUWN6 CE-12W. 4E-20W, & ODw HOES 22 23 CGI-632 I OR 2 COMBINATION EGRESS WB LOCK & UFr/PIAL ATTACHED W/(2) B6 X 5/8' FH SMS CUSTOM CASTING I (FOR USE WNH WATERBAR) 1 0 WOWS 28' WIOE & SMALLER 2 0 WOWS. OVER 29' WIDE 2/ UIE SETTMG BLOCICS EPOM GUROMEIER BSS6 SHORE A njw�pLLn FlmIL wnwLM= .D5120� A�4®m PmN1 01015 w 1' stxLs raieov lwww 3AtlfH'MS9EZ{ uw wouna va d. v NOmtlNOdNtU DOpNtld-ltl C G \ e 8 �� � 41 � � S i of�p E> K v; ae`6 �y u� nsnd t oa o� 8!x biM' 8W Ntwav� d [C9 'cco0 'u!W o. .:n a9 3' s�p9 t .awl# a 606 '[m b 'mW K) 'XYJ 66W MN 2LIfc 'V 'IWNW 000n38HlSL ON WWI 000 >J SMOONIM 100 lonb3 I lon63 3 0 Im3 v w 146-.4 W .OSI O g _ � r 'E:% S's Ni_agagagnaaqoaaaaaaa4lQaa gj �raa� a„gin„���e$1r��„�o�a���a w �9 ��8og8@a688aa$9�fiam8Bag88Ag _ nrv�n qe4 ggge 1 0 4g440p a u g 4 C C b b $ � �h bec. e'er bye. cffih,,5ec. h csa _ ek�om^Ivak�pe^�a^^�aaF- --- = bom\arvr-arvoa xass-cas (sac) 'xa scsa-ms u wwm eoxrrecaau'w ZL LCi .L 'IrvMH eux ras¢vawau+www .1s H1SZ MN 00101 I anvxems sszc StlOoo A SMOONIM 1'00 L vuo 111YWJASn3iN1Oq I.1 e Nl)LLtltlOdXW DOOtlV!-N (Tft'1) 'MOA 'JbY1N 3L9xIlS rvfM ,09f, SBN35 s lorb3i 1-b3 901 e 3''+ z • 8 3y �d .geq c� o 3 9� F .`es ' g -WA Ozl va5 �• 2 a P ,o jj kkgg 8 s ,88m IMI 1. l i l? I b l k l 11 l 8 I¢»o-s¢omVuy-dnm - x¢gg-c¢c Iscel'nf q¢so-c¢g (sal'xu �� a � ®vex<a¢el'Nf ¢vxeeaxlgael'wi : ZLICC N YNIVIIY easccwlnov Ywnw 133NI I N 00(0( J3_ o tlLB'^ss SNOW 3' SMOONIM`- Ba 3gfmw evgaaaunxa <3 NOLLtlaOdaOa Doonv�'Itl I (Tlll)'MilM OMIH TOWS MN ,09C. SIICS' � a-�o aw ccl $ 8m C 99 aa 0 436$ SSdd El Xb� p 3 E3 rr. S„ as Eo 5a 8* Uu a3 Y g %06 a q, - 5 p iF 435g3e `sad sad aad > V u4 L/t §g 8gy5 ,33 a sga EWws 8b 0` ai m u8 F 'c3 ane ¢ael .uw a �RRe6tl O�2S�RR np k k yy N^qqq q Io,qo °t�RRR_S&d_etl pqo qqp °2R,9RR_ qQp nSR x °.�3te�8�$885868_�0808888i88888e RiQ R"4rv9pe IOPe 4 44Qgp9 B8o88 en91eRa�esm'�c9���?`9_�iQa s„ Ej _ _ Z /eu\xe� 159 \!\R\R\Re\ilRRbR\§ k] AReRRRRRB@&RRR/|§ /; \aeeeRReR@RgR)RR\;`� Reba!/eaR§RAe\/) § In_stallotion Typc A� v/ I x 4 Bneletl P.1. WaoE buck tlucbed in era n1 (to) ' 1/4' M seolpnl-1/4r jVia.Flat Kwlk-(or e H O ISE J 1� ta 1 x 4 Reveled P.T. Wood Buck (lyp.) IMPORIAMT NOTE: Wood Bucks must sastom Toads Imposed by gloxing system and transfer them to the building structure. Optil Non-bewlad OSealant Wood Buck w � „ Optbnal Pre -Cast Sill TYPICAL ANCHORS' sm ¢M. "—a 0 at < y • DA 1-11RACON ar 'ELEa' (Form NO q "W Nall 0 ^ g Ile Up, M KWRK-EOM n V.-I. M ry-oT lco 471 � Wro M WOOD BUEN, OR WOOD STRUCTURES 0.ma 1-Ile Ml poupsnoN Iwo WOOD Q "U 1Br BUCKS INTO CONE. OR MASONRY LL 1-1/4' MIN. EMBED INTO toll OR MASONRY ryry DIRE=Y = CONCRETE OR RUM BLOCKS 1-3/4' MIN. EMBED INio CONCREE OR FRIED UMCK c (OuaE 5 Call d. 3 JIM MMMI-OAOE COUNTY APPROVED 1N11ONS (MIN. 1RK. 1/87 3 INTO METAL STRUCTURES li GA. MM. (iY - J6 "1 MM.) l C m pa S1EEL : ALUMNUM : IN ". MIN. (60a1-TS YIN.) (STEEL IN EoNTACT WII14 ALUMINUM TO BE PLATED OR PPINiEU) r. CIo G ,. AS N p yn IN10 CONCRETE MO MASONRY 3-1/3' MIN. 3 MID WOOD MUONJRE - 1' NM. I" B eN=N, MIND METAL SRUCTURE T= J/4' MIN, u Z_ WODD AT NGD. SLL OR . Br s0 = D.65 WIL CWCRErt AT HEM) SILL OR MMES I%c 3= P9 MM. C-90 FRIED BIOL'( AT. AMBS I'm - RDtiT PSI MDL UU CC Values for Installation Type W apply to the following installation types. with maximum shim space 1/4": I- Using 11hy P.T. wootl bucks, min. 3/4' Nick. 2- Directly into masonry. without the use of wood barks. 3- Directly into a steel or aluminum structure Min. 1/8' thick and using #14 Tcks or Self drilling screws. Structure must be designed by others to sustain the foods imposed by the window. losiallotior Type "B 2 . 4 Bertlea P.T. Naad Buck Bock b.a ki seoloat Bypl l/4" Bia. F1ct Hcaa Ullracon/Kwlk-Con (or Equal) SeaWnl 1-1/2' Min. Wood Embed Oro) 4 O E Q I 2 3/4• a • 2 x 4 Beveled P.T. woae Back (tyvJ JB & JT q O 9 — r a�� Ballarat Pre -cast Sill Opt—ol Nen-be2lea Woad BYtk (dotted) T oW" eu'.dI Yolion l c.. om ce^a4oGon oby ..vu, 1 ♦ Of 1 1 4 a bucks Book bed ' -1 Sealant _ -- B 4' No. Flat Head (typ) . 0, 4• Did. Ult.... VKldk-Can Acre's O + E v I. —t x 4& 2 x 4 P.T. Wood Buck (typ) � See Installation Types •A' & "B• �G for 1 x 4& 2 x 4 P.T. Wood Buck Styles N^ IMPORTANT NOTE: I- 03 Za! - 3 $= Wood Bucks musts .loin toads Impoeed by glazing ip `o system an d transfer (hem to the buildtrg structure. M.I.GV . FG.F pB�, 15•05120 o g2:gxQQ ttt��8 vs4s OpSonal Non-beveledWood O Sealmt (doltea)uck / Y A_ u.a. V a 9 S W05-04 . ~ .. ~` aaueaauaeaaaa#aag§ \ \ ! ; , • ` G ! / sRe©gRa2RR522/Sng2\]; uo \ ace /deRgu. !„ wa89=99=rR$RR§a§RQORRRQe\\ RBeTRQe/8\B9 9BR\§\ R)R2R\R/RRR9e\§ ILI eaeeweseeaeesa§ !+ eel6\eeeeeGeaa\� ,jeer\" \ � � M I•1,1,I;Iimc i Iv.o-cwM rrn-mw� -.. zssv-cas fm'1 'Ins osav-tes twel vl x •w e a .exrswrn, w....a�aw ulcr I0:01 uc .asccvOiuou rwrna 133y15 HumMNN OOtOI anate nls ssn SMOOO aB SMDONIM ISO awwazran3aaanaomvsmwlowuo, I a e NOIL""11O7 OOONtl}ltl (lfly 'MOM JINX 3I�NS NIT'.09[. SIDliS� SSSyy aj9 F. 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"m��.aa�i�ua eae%%%: �g a i "se rcme"scneyexEc€%'EeEc%%%%%%%%g%s m�� u��L--+!! •m'E iYi `LC .zEEa�d.��r:%%C�e %:���%%C GEv�b ei�eF?�����%_:%®� ���`' 2 g V ° ggg plp--Cp6u "45a a L#5p.P EE%b aLeNCn i�rpeL �fleeyw eGEb eb>bb %b%o %g%%g'e %`a%v%e �-'®$ �Rp E:j%de@egg%yslaffi'____ E46b°�. y6 CLGi ve CE%-%aL nleEO+�i Geib ub E�m �ale660>ey EQ.� %i%%%%%% " a"SSS��aa'Saa`Sa ?aa aa� a N�prg�;�~;'se:a�sQ�zs'se¢ee -� RnR - �sCuoi�saye-_'nniEa eS% E $� a%e%egn !�n; p 9� y y _ +'A 'e % >F.'�i6�G pe N GI% NF$ g EEEgie%%%% a%i%>;e%%%%% %aer E12gig geaEttU2t halt, GLa4E6G�1Ey�YtnY lg%%%%g�..vv%%%'A% 4 n 0,I i �h_rc°"'^"'' S GI ' IN OW SINGLE NUNC WMI. (LNl) A4FAROOO CORPORATION a J U�J �ad RRo9m� f GGI WINDOWS &DOORS iais sw.a�A. 10100 N.W. 2 41 SMOET mumtrwniwxas�a L. MMI, R M172 m.Naxsta+aa swcpogasaw96 � � 9l i1 I39%) 59}t5M Fd. (]0.5) 59J-6i9E CWp-µt ypp5bl(Yy P SCANNED BY St. Lucie Count MIAMI•DADE MIAMI_DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (REA) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F(786)315.2599 NOTICE OF ACCEPTANCE (NOA) www.minmidnde.eov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations overning the use of construction materials. The documentation submitted has been reviewed and ace D Product Control Section to be used in Miami Dade County and other I w( b (n ffri 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. DESCRIPTIONd enes rPGT'x ClippedaExtruded Alumtrium Tube 14lulhon L-'If+II 7 " APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions", sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the 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 nuthber preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 14-1105.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.16-0218.03 MIAMI-DADE COUNTY Expiration Date: May 26, 2021 Eurlym V4111116 Approval Date: April 14 2016 Page I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819. 05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 .through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thm E-1), dated 02/28/11, and addendum letter dated 05105111, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10-0819. 05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5th Edition (2014), prepared by manufacturer, dated OY29/15, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE I. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Manue ez, P.E. ProduetCont of aminer NOA N . 6-0218.03 Expiration Date: May 26, 2021 Approval Date: April 14 2016 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNffMD 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 05/26/16. Manuel , P.E. ProduciContr I a, ter NOA No.-0218.03 Expiration Date: May 26, 2021 Approval Date: April 14 2016 E-2 DETAILA: MULLION TO 2X WOOD BUCK MULLww OR WOOD FRAMING (OFFSET CLIP SHOWN) II II 2143FMHOM EITHERTHE LWATIONS TB 0. EWE CRSETWLL GIPWYUNSTKLmSE cw� 9 �013 SCREM m IN= wWXm WWONS 4 4 n. F;ugm EXTERIOR SIDE VIEW FRONT VIEW INSTALLATION NOTES 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING ORSTUCCO. 2) QUANTITY OFANCHORS AND MlJLU0N SITE SHOWN ABOVEARE FORPIOtORI& REPRESENTATION ONLY. BECAUSETHCANCHOR CAPACITY IS BASED PARTLY ON THEANCHORTO ANCHORDISTANC9. THE CORRECT QUANTITYAND LOCATION OF ANCHORS MUST 85 FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A.D. EITHER THE STANDARD OR INTERIORCUP MAYBE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD. HEMEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED BUDD ULTRACON OR EI.CO IM S,S. AGGREGATOR MASONRYANCHORS. DETAIL B: MULLION ATTACHED TO IX WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) SIDE VIEW SEIIRFRTNE STMONN omumULL CUPTABE AMy THISMETH0. ice 4 z ORm 0 2 52 0 0 TV. MCKOR PERSUBVIMTE' 9EETA91E601eB & X$TRP AND AVAGIMEW MOTHER$. E �f� NOW11. soEET SH. WN2301OO ETEORWU FR0NTVIEW do N0.58705 SUITABLE FORALL LOCATIONS REQUIRING NON-IMPAOT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS MULTIPLEFIGUNE 1i MULLIONS SEEB ATHRUO; SHEETS OPENw01wDm FOR VERIICALMNL—.11 M HWTOBE SEEDE}ARa l INWRBEDINIDE --� AgO,x; e�iuovTa GVwR aXEETB b] I \ SFEDETAIIB 1 AIHRUO; / BXEETbo NB HEIGHT FOR FOR NQWf9NTAL SEEDETNLE. MULL SHEET ] FPNESWTON PRDOY4TBNAY asmmYTYPE. NUSTSE MANUFACTURED BYPGT. I ``II�sPB OETAus LHORRONTAL MULL IBNom xaOzoxTN. uuu LENGTH re- _ I III Li / I11 111 ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: NIEL I�OPEwXO WIOM�I -'I LENORI♦` I 1 � d DPPISNG M r d KID PxT L LENom r SINGLE MULUON SINGLE MULLION '1 SEE CORRFSPONDWG DETALS FROMFGURE I ABOVE STANDARDS USED: -2014 FLORIDA BUILDING CODE (FBC).OTH EDITION OANSBAF&PA NOS-2012 FOR WOOD CONSTRUCTION .ALUMINUM DESIGN MANUAL• ADM010 •AISISIODO7I32-2010 I—nauz MULLLBNom-1 GENERAL NOTES THE MULLION ONLY. ANCHORS SHOWN ARE IN FORTHE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS HAVE BEEN TESTED AS 'FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULUON CLIPS, BUT SHALL NOT HAVE A OAP OF MORE THAN IAF FROM THE CLIP.. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE WSTRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.S LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS, 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. • 6) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 0) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 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: FT40443; ELCO ULTRACONIAGGNE-GATOR NON'S S) MULLIONS AND CLIPS HAVE BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS, MULLIONS AREONLY TO BE USED WITH POT -APPROVED FENESTRATION PRODUCTS HAVING CURRENTAPPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTWHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA GENERAL NOTES ... ........ ......_..1 1 X 4 1X4 EXAMPLE61 LOADING EX INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (WS(FT') FOR THE OPENING USING THE ASCE-T STANDARD. 2) CHOOSEA 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 (LBSIFT9 FROM TABLES IA THROUGH TOR, ON SHEETS 5 THROUGH 2O RESPECTIVELY, USING �ooucr RevlseD THE MULLION TYPE, LENGTH ANDOPENING WIDTH OR MIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORRONTALLY)THE pWj eNw°Flp6h 0) FROM THE SAME TABLE USED INSTEP 4)ABOVE. FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACRYREOUIREORRSL THISVALUE _I. REPRESENTS THE WWDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE METTO ATTAIN TXE FULL MULLION CAPACITY. OPEnwOwlDm 0 FROM THE ANC HORCAPACITY(ISS) TABLE ON THE SHEETAND USING YOURACTUAL SUBSTRATECONDITION(MULTIPLE mveOncAtuvu 1 BB PL]1 •( LYNN (74/p N M/� / / OPENING WIbm ANCHOR/SUBSTRATEJANCHOR-CLIP PATTERN MAYAPPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THATTHE REQUIREOANCHOR �iORVERIICN.Muu CAPACITY I9 MET. `� �0 ,........,,• pCENs MULTIPLE MULLIONS 7) IFTHEMULLION CAPACITY(LBS/MOBTAINED IN THETABLE IS HIGHER THAN THE DESIGN PRESSURE RR UIREMENT(LMFPI FOR THE �Tr: No.E0706 •* OPENING, YOU MAYUSE THE "ANCHOR CAPACITYAWUSTMENTFORMULA• TOOBTAIN TIME LDWERANCHORCAPACTTY REQUIRED. WITH THIS VALUEA LOWERANCHOR CAPACITY OPTION MAYBE SELECTED FOR THE SAMESUBSTRATE _ ^.0 :,� COMPARE WITH THE NES MULLION U VERIFY THEDESION PRESSURE RATINGTHEM CLS&Fr) FOR SYSTEM. OF THEPRODUCT TWOSHTOBEUSED FOR THE CAPACIT7(LBSIFT')OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALLAPPLY FORTHEENTIRE MULLED FENESTRATION .THEL LOWER 4 '.��'•, TE F ' (0 :.t� C� / PRODUCT ASSEMBLY. e)HIOHUOMT OPTION USED AND TABLE VALUES USED IN ASPECIFlCAPPLICATION WHEN USING THIS NOATO APPLY FOR APERMIT. S`S YJ �` a/7MNT�AIIA(eaTDk DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) EIiXERn19 aTumuFnD sTFSEr Muu clw verse / P15TK1EDBY I` TxISNETnaD EXTEROR / . M W 2T KBI CONCRETE OR CMU FRONT VIEW 1--V MW 2.T"ICONCRETEOR WU SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SMALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVEARE FOR PICTORIALREPRESENTATION ONLY. SECAUSETHE ANCHOR CAPACITY IS BASED PARTLY ON THEANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITYAND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS AD, EITHERTHE STANDARD OR INTERIOR (RIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. A) WOOD BUCKS ARE OPTIONAL, SEE DETAIL Cn SHEET 3. S) FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY, USE ONLY MIAMWADE COUNTY APPROVED ELCO ULTRAOON OR ELCO IM B.S. AGGREGATOR MASONRY ANCHORS, FRONT VIEW fl EXTERIOR DETAIL E: —1 .196'MM MULLION TO MULLION INTERSECTION (U•CLIP) NOTES: 1) MAY BE INSTALLED IN TEVOR TROST INTERSECTIONS. v e I 2) MAY BE INSTALLEDAHORIZONTALLY LLY. (SHOWN)OR VERTIGLLY. L SEE U-CLIP DRAWINGS, SHEETS 2143 TOP VIEW FOR CORRESPONDING MULLION. LunaRsemlDN UCLIP \]/ EXTERIOR 8Ee8HEETSM1 FOR role Loanoxa FRONT VIEW EDGE DIaTANCE SEETmws IMM SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SH NOTES: 1) FOR 2X WOOQBACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS F20, FOR GUANTDY OF SCREWS. SIDE VIEW PRODUCTRBVISBD r:: ND. 6S106 FL tf EXTERIOR EXIERIOR O DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) BEEDETNIBAE r 6HEEI82AN03FORWRALI VT X TO6PEGFlCeDBBTWTE6. INTOWDOD.6Tm AWN,6MDORlM6 y EC SIDE VIEW 3HOMNWRHI'X4'X.I2V wwm NOTES FOR INSTALLATION OPTIONS P 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR Jag' X2.1 V X.12W MULLION. 2) SEE TABLES 1&1313 FOR ANCHOR QUANTITIES AND SHEETS 2143 FOR HOLE LOCATIONS. 3) THE 2XS CLIP IS NOT SUITABLE MR THIS APPLICATION. DETAIL G: DETAIL H: ANGLE MULLION CLIP BAY MULLION INSTALLATION (ANGLE CLIP) (ANGLE CLIP) NOTES FOR INSTALLATION OPTION O S H: 1) USE 2MOLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MUWON. 2) DETAIL O: SEE TABLES 18.146 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 156 OR 1BB FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE LOCATIONS 11,11705 Mullion C U Tebls Opening Wimh (fWAeAuIyaPWmlBmJbiR) Vim mOp/nlnB NAIBht mb (WThpdmM0p pmrim lob mU]ure) imb fi06 bm me, LION leRedmyNl 1x2x.125 la°6^g0 ,,pm'p. loeM' R=u lwdn0 TNNItla00. LoedW RNibpmf loft 1NNT0mi6 LwdW Hed.,bo loo9W rnpfl" told'' Red a L ewg waft Rmmvm, 14o'np 1npm1m'. lwdW Remmgdm LwdW TmN}HW. Lwdbo Redonpmv ImdW AopROm'. Looft Rww-o" lw00 T'owdoo} Lw000 AlulaTub g�l 12H 111A IW tmA Jm W2 /W 11e.e dm 1DA IW IWA ml 09A Ib iWA JG M.I b0 TWA W0 fi40 IW iB1A 110 bA Ib 10U J10 ]p.0 IW 1WA ]ip 0U 40 IOTA 319 10b 71A al] BU m0 02A 112 M IW 0A0 312 67.0 me 4.0 M2 CIA 20 41.0 ]1] 613 ml 31.0 J12 B1A m1 W] J12 01.0 211 ROB 112 01.0 RN 211 ]I] 01.0 m/ WAooN m mt ma RH b] ml WA 2m 4 0 211 br 2m me mt WI Rm 9U "I bA 2m a1A ml IAA 21p mA ml IOD 210 mA 91 bA IN 240 ml IU mB e2A 21I 51.0 ml bA .0 mr N.0 Ip0 azA m1 11.0 1m 9p] m1 J9A IW mA 11r i0A IW ]IA &I JOI IW 28.1 1W IM m1 ]41 IW bb bA RW 41] 1m i20 A 2W J1.e w m.4 IW 260 Ib 21.J 4m 11.1 1W 10] 2W 21.0 IW 100 2W 20.0 100Wb1B0]Oa 1W 2rA 2i1 iW mA 110 mf LIIlB IH IBA 10121.i N]bN me IN m0 ib m0 j13 RGA tb 2S1 IM tU 10 SIA Imm] I tW xiA tm IOe',Ie.0 1W tm tm EF IU Im 102 IW 141 Tab 1175 j 110 1U 10 TABLE 1B Anchor0/ DOXOw el T�bIB b BlbVel 2m Wmede He9w WI FRNWAI PT Alebl Anpher Clp PeNcme EmBflnml 1S1• 141P 1'IP 1SW P bllY 14W 1-u 1.1/1 NII I'll r 13'r 1 3AWBw 1.IYAW 0.0.I6u mOWm P'1 WIN m m 15pb b 1 910b 9mb Ja1mo r b ]Hb 6W ue man Ht 12m 6Wb IAwMn®1.IYMh 0.0.161eWm41mAMp Wp6U• IWb IWb WA WA WA }uA m01N WA WA. WA WA WA W9b BWb tlmb 11m IH IAwOon YAW OF.l T030N'1 Wpolpyl Bk IWb >bb OWb 1WOIL1 Iamb ND IN ObIM WA iWb 110b Ob IH NWb W9b pO51m RMolmn®WS•Mh¢61Uflp,mo.lRYAem.lib.1! WA WA WA WA WA WA WA WA WA WA WA WA NM NIA 110b IImIN 1 AmMfIFW p'. ed 1Wb i00b 2mb 11lb 0Eb �1Wb 1101W 1Rb JiDb RUN W2W 1mb 110Ne mtlN RAmWn 1.1a•NN.6' m .0. M t ZZ NAA WA WA WA tmlM WA WA WA WA' WA Wtb H21N 6mb NOTE: FOR THE OFFSET CLIP. USE THE SAMEANCHOP PATTERN AND ANCHORVM -ESAS THE STANDARD CUP. 1N'BB Fko YIYEIw IN'U Ebe WOp11N /126bB /I481re1 Aow9lryw: m1Y Ebewmow 1N•PJvo NNHm M1YFbo UWgw AIB'EbLRnew LI•EbD NRAew AmbOnm UMmm AOo'Wlm Benw 10310rmw (GN Bmw (OSI }lm• I. &1R` 1• RAfY Y bilY Y O.b• D.OY 0.>m• EAw Cbbwa (NG 1• A1? I' b1R .Yfi• wbr USE THIS FORMULA .ANCHOR CAP.- I FIGURE I: FIGURE 2: TABLE NOTEe: SHEET 1FORINSTRUMIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. PRODUCT 0.BV41® Wram01 vxw102a WDmM , 1 BEE SEE SHEETS 24 FOR GENERAL INSTAUATION METHODS. --11.000' f'- Soo, 1 ATaeDiwwNo . 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPENING WIDTHS ISALLOWABLE �( FIGURE 3: 31 MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR ENACT DIMENSIONS, SEE SHEETS 21-2S HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21,23 2000' Miwi eP • • • • FIGURES SHOW SUGOE67ED, APPROMMATE HOLE LOCATIONS. .126' �A1 1" `dGaI LYNN .... p •• ANGLE CLIP MUST BE USED IN FARE, 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT •FlLLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM O.M WOOD SHALL BE PRESSURE.TREATED . '•, i< FIGURE 6: FIGURES: YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE 6003•T6 AND BE A MINIMUM OF.126• ��: •, FIGURE4: I11�IH'�I II II IIII =� THICK. STEM STUDS TO BE A MINIMUM GRADE 33 AND.045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.126•THICKAND A30. ALL ANCHORS INTO METAL SHALL ENTENDAT LEAST 3SCREWTHREAOS BEYOND THE MATERIAL RIGS 012ANCHORS INTO WOOD MAY BE STEEL, 1&B S.& OR 410 S.S. �yN2'X.lWMUWON ❑{t( No.58705 %Q• r/ I�,:� W= ��,n'•. -4 sEOF �`+W; A. TABLE 2A Mullen Capacity Table Obafflal Opwllwu WMN(fv%aaftaiysp SNn mLaoro)orOponlnBHe16M(Por11oaNN2/a eMrC m101oro) Nln WN 701n BON HIS1Nin law t10N 1NN 1 R2 a A76 flmWpJu I°nEIW TnymuO. 1mV19 flmtuamm TnpalNg btlwe RHImW/W luflp aUTSM. Lomro RmIISHII Lead, -aWfiba0. LmOIW Rmtun0lm umv TWOl". I v By %ifar bmlra TopT416. L.m I Iwefi. TropllNerq. WeSm flanmquu ImWq inM6nN Leealrq Reoleinulm lutllp T.Rydm6. bnE4p m. Ala7ube� MUNon qqgg g p$ gg $ gg ,�d•La9p gH g L� $ yg pg 8g 5p $ gg (g� gg R5 g pg $ 5g 8g gg yg ,§ gp g pg g g$ gg yg gp $ $6 gp $ Hg Lgp gg ION Ira0 BN 1Ta0 us 1aA BW tipa 4Ta 1ffii 6W tra0 FOe Ita.6 OB] 166.8 61B 1NB 1BaB N1 N.6 Ba 1NB Hi mi fiW tNA N] N.B �] tN6 011 6&1 8W 1N0 M MN 1219 6N 1WO 410 IaA 6W I1a2 410 HS Ni I06T IN -Me NO m2B AN 67A 6W NO Ni NB Wi NO 3N W] 6W We OIN V4 Ni RD 3N 6&0 WD BB.O ON W.S Saw tO3i 15a 1NB 310 Ba4 4N Bea N1 74.1 40 NB NI Me 4N "a 3W N.a am NA WT 61.6 IN Me tm 4a2 4m SOO NB 37A an 0.0 0.m MA 40 6].0 N8 He MA 4N Bat NO 71.1 aN SOA DOB 51.0 IN 12.7 ON U4 IN a> D18 47S IN NO 315 427 4W B3 81a NB am a.O 313 US 4N 51.8 313 =7 IN 61.9 213 e Nln @O ON We Oi0 9.0 DN a0 3Y0 N.B. 321 61.2 ml %B NA IflB NO DIB ON 43.8 RSI D1.1" ON 410 RW A.0 314 40.a Oea 323 a4 4P6 O6a 1P6 3R1 d0.6 ON WN Me M a.4 ON HB M9 4&2 MB O44 34 no 241 NB RN a&B 2 3BB ON 31.1 R34 8B A W,O TII Y24 3N US NO 192 RB4 WA US 1a6 ON 344 TJB 3§ p WN bA 38B I&B T!D 660 RO 41A 90 AI 189 a.6 atl 'Ae '� 9l1 Of0 3&0 1B6 DI,B 2f8 94 'lb A.B ]Y! 1P8 1W •A.0 O10 tat 'Rfi OI.] 2N I48 RN 9.> Nv ,LA RN ]SD 'ab 'd).a 1N MO 316 N.3 191 D&] Pffi 'ffi4 10 DY6 Z6 2a9 IN X40 Y19 2A6 1N 160 '0 121 1W 1S0 96 NA 11) me as Ia. 1i8 11.3 'ftl IBA 11B TNn ap8 M Me In We •ID[ V..3 US 3I9 '2N Me 110 III NO 21.5 fa 17..0 3W 18.7 1W 16B 'N2 18.I IW 12B iN iB.a 1N Ia0 N4 tn.B 1!B IS 1N ISO IN Nla 1&3 IN NO 1N 0.6 10 $I 10 Me 1W =0 IOL D.] 1N IPT IN 16.7 1N 161 IN 14.2 1W as 1H 11A tat m2 la 1 mI IN 1 144 1W &B 1N 14.2 160 W N %A 111 19.0 118 15.4 1" 141 am NN %2 U7 15.6 113 An arCamlW Table 11U e Mk O.lYannnn SAk Cmo. Ho WU FFIW WU PT NtW wul A6ahOrCUp PBNbma ADomf TYm yiYBw UmoN 1IPEUUWmm yIY ENo UIIneN yIY Om MII40n In'EIoo UNmm IN'69 EIt0 ABPNIaNf NtYEW IMmon V9'8am. Aa 0.1ar 81o61n1 OUSNel II38" S-(ON 111SNtl Umr(05) Ea14 d+WwYMk I• a11Y 1' 1.VT a1R• 1' aIIT 1• aln• S 3,1l8• 1' 4m' ON• am- Enale.t 134' 1d4• t3'4• 1.Lr Y 1•ll4 4119' 1.1(1• 1414' 144' 1A14' Y 1.LY 1. MW RAm n®a]Y N11lI.C.18 BrCReItlq IFq. 11: mU 3Nm 1Wm BNm ta1U Now me U la NOIb 374IN 6Nm 94ape 341m 442ND NO 4Am1mm®1.tYMh 0.GIBIumaN(m0Aa0NpIFq.1Y ISO iWm NIA WA NO, WA We WA NIA WA WA WA Sam HOW 11291be 4AInlvO®3'tan O.C.IWilFArybO fIFq.3k Iafn 1a44 ImU I.. 7WSPo3 aD1m mum WA lNlm Team Maim 1Wad, NEp HSU II". 3Amam® OAV ft. Q0. IVQ.aXI WA WA WA WA NIA WA WA WA WA WA WA WA WA NN 116U 1 AnoAmlwq Ra M: lNU 1%U WSU N5m BWm meU imm 1RIaa 370m 1aiU HOLM a11m 170m 721U "DINOAYAv4 l.tfi•NN.O.CIFa IFq.6 NOU ON NA WA NIA WP INm NN NIA WP WA WA N1U M3m 6Nm NOTE: FOR THE OFFSET CUP. USE THE SAME ANCHOR PAT FIGUREI: IGURE2: TABLE NOTES: u�wmplTlo6D%10®IPNY 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. BONDS Co0a SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ') 1.000- Am°W°^Fn NBA _0 � P.rylneNn D4b 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. B] F GURE 3: Mleml ae0dml 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-2& 1 FIGURE SHODRILLEDW STD. FIELD APPROXIMATE ING HOLELDIMENSIONAL LOCATIONS. RESTRICTIONS SHOWN ON SHEETS 21-23. �31 (LYNN FIGURE39HOW SUGGESTED, APPRO%IMATE HOLE LOCATIONS. I � ��ON ,-,,,,,;A ANGLE CLIP MUST BE USED IN PAIRS. L UCENSF 4)BURETE ES:CONCREFESHALLCONFOORMTOISTMC-M.IFIGATIONALLBEPWAND GROUT-FBLED 376' CONCRETE BLOCK UNIT(CMU)9HALLCONFORM TOASTM C30. WOOD 9HALLBE PRESBURE-TREATED rt� NB.58705 FIGURE4: FIGURE 5: FIGURES: YELLOW SOUTHERN PINE WITH AN SG OF O.M. ALUMINUM SHALL BE 60B3•TBAND SEA MINIMUM OF.126' _ _ THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046'THICK(18 GAUGE), STRUCTURAL STEEL TO BEAT I•XTX.376•MUILIGN _ IjI�jII�I kq LEAST61W THICKANDAW.ALLANCHOR& INTOMETALSHALL EXTENDATLEAST35CPEV/THREA09 BEYOND p;� $ I 11 II THEMATERIALMO 111112ANCHORSINTOWOODMAYSE5TEEL, I" S.S. OR410 S.S. FL E 3A Mullion CapacleyTable Somali Opening WIWh(Wr Wm6Al BMnp mNllom)orOpenmB HeIOM(mr hodMNBAFNBWAIO rtBEWn1 SON MN TON wN WN ION inN 140N INN 1 TITTER Rww0}W Lone, T4Niew6. LMAm RrOMAJOW LLAMA 11rpme"O. LA0M0 RWiwptl9 LwAe, Brgmwa Lone, RWIWW4 INMB TwIlloo; LwMO pmtvw LorAN IIrATON. Mod" Re w LWMO TOAmm- L-nB nwpA- LOWN 'RyYAlI* L00Ae, MO. tMee, TrPn6On. LWMB RwnnyW LOWN; RIMOno. Lone, A76(aam T°Bn H��i71f01 11if 111111111111111if Jill 11111111111111 fill iff III[ 111'[11if 1 if 11 IxN Irao Ox0 1140 MB 1MA re, 1ra0 00 +ia0 W Into DOe 1f0A 0m Ima ele 1m0 1118 IMA at 1wA IM0 Iran ON HL> IWI 11oA ml tm.0 iMl R0.0 fill +11.0 IJ01 1ra0 ml ay iN 1ra0 OR N0.0 WO 1ra0 0B/ IRA BPI mo WO Irao 11u 1m0 wt letA IIis 11Q0 WT 1MA tin I70.0 No I"A 1130 70A WO mA 11x9 IlOA WO eAA iln Imo NO 1 TN R00 WIl-mew1m0mfIW.B10WmAIIIeA tm] 1ra0TG Im0Ion 110A 71r I11A tw3 1T&O TW 07A Ian INA0A M I"A MY 101.3 M! IRA 601 IRA MI Iel.r Tw Ina Mr 16x0 1M IVA M 116A 714 LAD M IN.1 710 00 M N0.041.1 1W MIA ma 117A nD INA all INA TN IRA, MB NA M 22 6W 1AATMBBA21A AM IM.0 070 1me OM 111.E 07 WA BN MO M7 m0 w0 Sal We W.T OW TAB Wf m0NA = IIA N Mo MI Not MI m] W] MO Wl WA M n.1 ILA 669 MI r1.0 Got MA1A wo M.6 NT 660, w0 )a.0 IN AAB 10 M] GB 61.0 ew G).BIM 1a1A MINA= /W nA IU0 07.0. No M.T DW IBA ILA NA M6 W NB 1a0'DTB D0.6] Des WA MI60AAnDM M.!A 0W 0.1 2w MA W Mo Mal MA 0W NA no x0.1 W MA We xex W mr Wl MA mr MT we 17A w!MA Rm W.1 wi A7 >m RaaON MA on MA MI RIAML1 x11 ILi Mr W.9 :IA TR/ M.i MY =2 M Rae Mf VA M 1A0 196 1a1 tm Ia0 ILAMA 21A U7 1B1 10 ' ON 19.1 lot A ma NA +0eLTA IM 17.0 1W MeharC MI TableTat NWW¢ all a,Bwr DAlOOR. XolMwlu mmmu PT I Now MOh6rCilp POMlmO MoNTYm New EbOlawew Imetwi00wm a1TBbo unlain ATrm umww VeR.u4r1w urea ENo Appe0efa alT ace IIMrw 11ra9 Ea0 PWIN41w /Teen Bannw0)ea /m ARN BlRehe BRDX(a01 EgTOwrw9OnF 1• 1• ID1R• DNT 1• Loll! 1' T S11T T OAT' OM- A.m. Fmheern +dA' LYr 'g 13V' 1dN' T 1FQA fAH• 0111' 1.1N• MA. 1.1N• Id11' Y IN WIT Idle N RAM ®.>D'NN.O.cIBITAOOwOnelGlppb.lk MOW MOn1 IWW W I1ft IN DMW ]la ]111W Mlles gar M1W N1W N W IAMIwn OI.1T MM.0.G IBVINN IalO4re110M .Rk D-IrWW TwW WA WA WA WOIN WA WA WA WA WA WRW MAIN 11wb IAN"NWYN0.0A,1(AN6Anpb rAW IpE. Dk IMb Raft NBW INOW N ft WOIW WA no >NIM MOIM IOW IN BmW MAIW IIMW 3Awlwm WOA6•MN 0.GII4ib,wO.IRTA4n.IRB.IF WA WA Wp WA WA WA WA WA WA tYAWA NIA WA i10W1MY 1NW LrW NOW WeM Haft In. lWW tNIY SV IN Nafa 1WW W11w wan 2Awwn W1.IT4NO.OI FqI o.6: NOW SWW WA NO WA WA IWW It IAA I ION I WA WA N1W Riw NOW NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN ANDANCHOR VALUESAS THE STANDARD CLIP. OCIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEETx4. FIGURE : FIGURE T. • • • • 1111 FIGURE 3: • • 11 • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4: FIGUREO: FIGURE B: TABLE NOTES: 118EE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 0 FOR INFORMATION ON LOADING. SEE SHEETS"FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL WIDTHSISALLOWABLE 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 SHEET821-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS CONCRETE SHALL THICK. STEEL STUC LMST.I2YTHICXI THE MATERIAL NIO *: No.50705 E 4A MuI+On Cipamity Tabu AM7 Op6ninD VS dth(fnk4r11ABI'mard CnWDRe)af mInB H61DM (fartAdm3elyapeMlO mMorA) NN WN NIA NN 0DI0 I IWN�.M� 140N INN 3x2.75x Re911IN9r UNION) I p94Wq. heft ISINDP4m �0 IDWOfmq Reetaeper b� ny6ltlalp. �W WaMOFAv eSBONg I'So q. Sadry OUNAWAr Wang 1SWIArq Laeary ReIIMWeI Lucho T BID.. Wkg ON, OrTepinrl0. Sw4q JUNWv LA,,, TW61er0. IA9MD PminpSer IsmISO TIWRBNS L-ft ASDAIum ,L-%V pgLSBAN NN tTu 6m 170A IN 1mA TN 1rao NO tra0 NA 170.0 5N ...a 0M I7Ao N9 "NA "N 11&0 91 Ira0 Igo 170.0 621 170.0 140 RM M1 1M.1 IND MM MI 1NA Nm Ira0 521 NN 1ra0 7W 17U 6M 1mA SM 1=0 AN JOBS M 170.0 WO 17U ASO INS MI VV0 INS INS NT 1701 1417 NO.O 5N 14u 14H 1Io.0 W Iv.e NO tNo 560 WAS 1417 17M M NAND Ira+ 747 INS 6N 1no W 1ra0 IIH 17&0 ID, INS 4N IRA JIM HM 70 Iola 1N6 Im.O 747 INS 1ND INS NO 121.0 1Na Im.O NO 1040 12N 1m.0 TO NA 1NB 1N.o IN Nb IT iN 1i0.0 812 HOA YA IMA am 170.0 11IS 170A 764 150.7 11N 170.0 AN INS 11N IRA M7 IW.+ INS IraA am "(0 Itm INS Mt N,1 11m DOS aM 'It 75.3 ADS VIA Ni ON 170A N1 170.0 m1 INS Me 1429 mf INS $15 INS 70 INS 05 1313 7N WA 016 121D Tm No M6 1t&6 NO M ON 11M 715 IRS 915 AM 715 M6 114A 715 ON IS No I614 110 121! ON INA 6M 1086 Cm 1233 AN 9A0 ON A2.2 O10 NA ISM INS ON 76.9 430 MA M4 BOB &N MA NO MA Am INA N3 47A D30 9AI W ppp SBN 1321 i57 No NO 114.0 N7 INS 5N II 767 105E BN MUS 751 6&1 B14 761 ifl 411 e0e M.0 ml N3 W 6&D 761 70.0 mO NS m1 m.2 ml IJS 767 702 NJ Tab IN.7 N3 IMA W9 MA 4N DIA 510 717 ma at 6m WA ON T23' 611 M.5 ON BOB 614 M.0 em a2A AM NA 6N M9 500 9&9 OM OLD IN 311 08 64.2 4W TO IS N6 611 00.4 408 m.t 571 766 W B. 6H SIA Im N.1 Sit aM 471 NO 571 %a OR N2 Nt No 460 NA 571 4iA NI 30A 571 44.0 N7 21.0 571 N,B W To N.D 80 4B/ I74 +0.1 W mA W M.t 6M W.1 'W NA DM 07 W MA BAD 619 W No BID 475 N7 92A Mt Iaa W NA SO 40.5 425 2DA N2 0.1 W ON 521 481 M7 NI NA. IN AM BOB 97.2 07 NA NO 326 W 3BA N6 210 407 at Na MA N7 318 3N 11.7 W a NO IDA 107 M.1 So ISA IN no 319 WN 422 MA N.1 3m S&e, 3511 372 314 =7 DM MA M0 AS 364 NS 304 mA 3M 211 NO 21.8 ON N.0 2N 11A DID 21A 2M tea 354 10] 254 IMN xil 2M N.0 1N 2&1 iN ISO Do 211 263 221 2,17 1&a 233 No 2N IS,? 2N No NO 1&1 03 NA m1 Iilb 2iA Ni 26A 2N ni N1 0.5 INS No AID WA 235 47.3 of 113 231 IM N) No M8 12ON ffi0 229 22.3 200 1A3 2M IaA 2N I&7 2m 102 2M TABLE 4B Ana aDl Tebb M BWIII4IN .1 ILMMe an BSYIbr. Iln PoNOMU PT W>M 1Melel MOhmCIIPPaRame ' Yi5`ENOUIDeeW iN'Eb6MwN MIPEIC MNAN Y19•Eb0U,;W 111•EM Ia9MT IVNE IANNIBBe Yt6'EI., UM9w 114.09MO AOPOOMr atOeM1 Born N61 AI2BUM San lON 6i291W ban NSI EOW WIrw Nk 1• bl? 1• tVf illB' 1' SIP 1' 9-IiC Y .t r OM' Em0e9nn1 W4' I.M. 1A+` P 14M MW 1d14• LM LIII' Ime Y C ISW 1A®4.IW MA.0..O pwr D1p3OP M NINM9 M 442N 6wNMNM' WKS WMaWAINI 24AMInGM51 1M0MSOM 4AUSBOGYMM1 OLI hl ArbGON/ffq. ]k INKS 1WNe DDOKS 1MOM US. N0M 6N104 A 7NIN 1451% MDIM Im11M 6MM IRAN, 9Am5we ®BIYW 0.G/Y(Bp.4eo.196•ASon. (Fb.1 WA WA WA WA WA WA NU WA NA WA WA WA WA 711IN 1AWMDFcIp .! INKS INKS Saw, INKS . 136M. 1101De I77M 370M WIM 9NIN 413M INKS m1M MOW 3AN5an 1.15'MM OAT FII ff 8. MOM 9WM WA WA WP WA 1WM WA WA NU A WA Swam H21N 6mM NOTE'. FORTHE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHORVALUEBAS THE STAHDARU CUP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE I: FIGURES 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 ANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURE 3 ANGLE CUP MUST BE USED IN PAIRS. FIGURE4: NFIGURED. FIGURES: 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 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. I•X2.7WXA5('MULU0N 71•` M,. .Inns •'' X TABLE SA MNIIbn Capachy Table UNm4 OpenInON7tlM SArw10mOµepNW10 III )arO mNBReIpNt(Nr1eXUANe*SPBrW10 III MN (IN THO NO, NN I 1Nb IRON 14.M 1001, 1a X3.12rx RNWWIn LODery n4R0Nn• tln WOOIWF4N beano TWp S M LNNA Rad nftr IN" I 110W61nn. burry ReO1Ngtm La40n0 ImpTiOn. LWJnO RNNnptlN LOemn nomen. SaWry Fudown Woo I TRPN1Me. "WAS ftu S 1 b46ry 1 TRlTtlen. bB6ry WW4nPON WON TIoNMnO. LNSn9 RNlmptlm INAm Impild.8 LOOOry 42N 1704 OM I ITOA 1 4M JIOUOj ill 17AO 1 478 170A 00O 117CO ON IMI N2 1IRS1 512 170.0 1110 11a0 ON IMA 120117101 521 IS01 No I INA I N1 170.0 17M 1MA 1 621 1 IMAJ ION 1 ISO 1 NI Nb 17OA 1 IN I ISO I ON 1ia0 BN 1i0A fiN INA 9N IMO NO INA 1I33 1 1N.0 MI 1M.0 IRM INA 0n IMO 141t 1M0 DOO ifi].i ifin 1M0 DM 1M.1 Nn 110.0 ON 11a2 16n 110.0 OBO OO.OMN INA T4T 1T0.0 M0 1M0 6N 1]OA NI DOA INS IT0.0 ON Ink HM 170.0 10 ISO MI6 IIOX TO 1)a0 IN4 IRA IN t4fA 14M 1n0 IA 140 ISO ]M IMA 14M 170A IM NN 1TOA Tn 1S0 ON IVA AN 1704 M DOA 11to Liao NI ino Ina Ink 6N IM1 t4N 1IOA 01 1NA 1101 DU 60 INA N01 IMO MI 1401 170,0 ON 0A 1NI 170.0 N1 MN 11Q0 6M 170.0 NI 170,0 I= IMC M] 166A 11M 110A M6 1MA tlN 101,0 MB I03 IDS IM6 017 111.0 I1M 149.7 910 n20 IRS INA MO 11M INA ON Gal HN INA OJ MN IM0 SM INA 1/6 IRS HIS 170.0 OM D)A INS IM6 NO INA INS 141.7 ON INA INS 020 OM NO INS I= NB 70.0 IN, 11DA 6M INS 1M0 610 522 INN 11" 818 MN 1M0 ON 110.0 MY lag ON 161A ON 119.1 O 101 OM 121A n6 MA MO 1124 N6 W SM IRS 767 00 LOS NA NO M6 ST TN at AM Si 740 5� nN UAS 6N INA 60] INA ON b4A 6N 91A 6 666 !N 91.2 eN 71.4 ON MA N6 N2 Na I66 Bea SOLD eO 322 Na NJ MA W of N2 60.T AN ]6N IRA NI SRI NO RA 7n NA 618 MA 6 803 N1 SO 6M 0.7 721 M1 MO AA MI BSA 610 4a0 US MA M0 I NI 60A ON 0L1 121 at SM ]eN 101.0 8N INA EM M2 ON MA Mi MS M M1 UN RA. MT Gal ON 04A 6M MS M4 0.9 Mt 411 M4 RI N1 BN Of.n 6l6 NA ON 6oA 6N AD IS 06A 614 NA 4M NA 614 618 NO ".O O sl MA 614� 44A 4M SB 814 /0A N1 NO D14 NA 4R1 VA NI A0 412 6N MA 4M S6 514 SO 40 Nb NS 40 M/ 101 46S 162 NA 100 M1 OSO 21.9 162 0BA MI 60.1 /N AO MB n.l 4N N.O ON S0 402 S0 US /M MS ONSf 36IMOM2 01.1 M] AT $1] 272 SI2 MA Mi 251 SM 21.1 OM 221 SN 120 M1 20A 2N 16A N] I" M7 31T 10S Mi"SOO S11 iN SB iN S0.2 9M at N1 SO Rb Its 2M AI RN 103 4M MA MD11.6 MO 19A RN 14AISN M.! YM S2 ZW Al MOATNOJOSSM 1T.0 SW I6.1 MR fal MO fOA MO 1JA YW N.0 n46 11A RN 12O MO M0 11A RM O1 RN IOA 2N AnabBTCe eO T e Ixe eUMO 2R000t aMcu,. HOOD, GAS I FbNWU "WON Mad Ulu MIO 14•6e EAO NIWFbO 110MESS NONNI NYBINI N261mn AnollorCllPP.Mm9 AxOmTTpa WI6•DMUOINm YI'FAOUNe[m U119Ia, NIBSkawam V4'FSOUAnOm ANOW10 wham AW08 nOr=WW)SORB(tIG 9.IM) FApembNeQN 1' xdlY` 1• zN2 S1A' 1• 2-1'T 1• 2Nz z L118' z O.N• a6f AAW Dehanea 1&1• 1&f fAMJWA7 Y• 4v4' L11( 1 IV VOW 14N• 14 Y' 130• 1410` labs ]Memo NATP nOA.r81AtivOmONe1 1 NOb9 3MID, 4N ON IBN INS VON, RNb4 b1 ]Nlb OIM IIS M6N Nim INIM MOM 4ANMnN 1.WNb O.a IBImMN(m OON 0 NOOT MAW NIA NIA WA mme NA NA WA WA WA mm MOOS "wim MOPO INBWt NOW4 ONOe NIA ]RIIN ]N WJ aNUS 19Ntl0 M1bO OMBe 11MImNA WA WA NIA WA NIA WA WA NN WA 1BM9e0NM MAN NOIN inm M01M1Wm =10 NON t]0M S18e MOOS YN On MOMNA WA WA loN NIA WA NN WA WA N1M INNe mom NOTE: FORTHE OFFSET CUP, USE THE SAAWANpHUR FAI Irm 1WD ANGNON.ES5Ai1 Ina Smnvlmv w.B-. . F•1.000•-I FIGURE 1: FIGURED.. TABLE NOTES: T- 1 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, 3.12 L FIGURE & 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACI'DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLEO IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21,23. • • • • FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. IL ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED WOOD BE PRESSURSTREATED .-5'0!0• FIGURES: FIGURE O: FIGURE& • CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM PSIS. SHALL YELLOW SOUTHERN PINE WITH ANSGOP OAS, ALUMINUM SHALLBE 5OBST6 AND BEA MINIMUM OF.IS• LEAST STEELSTUDS TO BEALL MINIMUORSINTOMETALSFKLLEK(18 GALE). STRUCTURAL BEYOND LEASTSTEELSTUDSTOBE AMINIMUORS INTO METAL S46•THICRENDAT LIUMST SCREW EARSMEL OBEATYOND I 1'X3.1S•X.SNIULUON (t•VFMULLNN) IjIr7I1I •� • THE MATERIAL./NO a 012 ANCHORS INTO WOOD MAY BE STEEL, 16 064.OR410 S.S. FL TABLE Ae Wants Capacity Table Opening III (for wMeNy spaaNlN mNNre) or Opening Helghl pN ro6mnlB6y apaM1O mMB(N) 6oN ON NN 001 Debt INN INN Won I0N TN4X.125 gueeNIM I 1me•V 9e DW% Led, twomelM L edW 9wilmq Lm6n0 PABINpOm Iee6e2 9NIIa•9• WOE W01n9NM 6NIN 9epmeN, Lont Rmlenow. WAS 9eyli0NO. Lebm RANQJ- Lmeiq 9egi0er0. LmAIq RMNpOO L.6N I-"". Le", le-weu Wedim 9epI01ee. LmSnO Renerewer WAN 1hWTSNO. LaNlq amullon ppd g $$� g� g@ �� � gg III pp� g� p� � p1$�$ 1 fill III I III I gIa I 12N "*A ON 1]&0 435 Im 1M fl0A ITS 1i0.0 W O&0 BN IRIS SO 1i0.0 NB 170.0 HIS IN.O NI IN.1 INS I7&0 01 170.0 ON Intel fit 14U 1100 110A NI 1270 140 OLD 01 NN ITOA 70 WA0 01 170.0 W 1704 BN 1700 IN INA 60 1704 110 Ina NI 170.0 1N3 1104 NT 1MJ INS 1T0.0 W 1303 '13M 1]0.0 W 111.T INS IN.O BN N.T 130 I= ON NANIn 1]&0 TO 17" MS 110.0 W 1IaA at INA NN 17W BN I= 110 Dee IN USA I2M Tee TO 14U INS 170,0 IN 117.1 12N 1710 AN INA HIS I10.0 70 SSA IIN VIA iM NN 1160 1N 1]0.0 NO 1704 ON 17%0 ON 1TAO 1110 $70.0 IN INA INS 1i0.0 60 1972 110 IRA 07 1NA 1IN Imo IN 1W1 11N INA 01 SOLD IIN DIN NI mA I'M O0.0 NI NN 1]&0 W 1i0.0 701 1N.T 1N3 Ii0.0 ]OS N3.0 iW 101.1 S0 W.1 INS 11&T MO IItA IW IN.O N1 INA IN3 INS TN S'eA NO iN.1 ]N 71.3 ION 1m.1 iM W6 103 12&1 TO NN INA NO 1T0.0 NS 1NB 00 108 BIB INA 0m INA 769 ILIA IN 1314 TO 10&0 ON INA 705 NJ BN 111.3 Re NA ON 10&1 741 NA em INA TM MIT BN INA TN q Nb 186A Wi 110.0 NO INA W] Iae IN U&1 OR IIW Nil INA W] 11]J iM 10&T TN 0.T W] 1NT ]2/ N0 BO NA N3 N.1 NT WA TII 617 SO N.0 Nl min Imp me 4t7 ill I13. W 1N.0 IN NA MO IN.O NO "0 Np NA' NO N.] NB "A me 63T we NA NB N.1 Np IB.S NO tt0 W NA NO NA NI BJ52 NM 116.E TO INJ 05 B&3 TO 1OL6 DOS me iO 0.0 ON NA N3 B0.0 ON 742 ON 5T,B TO 6" 013 4&1 TO NO 6O 413 1O 8&0 fiM N.1 iO NA 6N A� i TON IM iN 111A UN 42.0 m1 W 01 Silt IN NO 00 We 1N T4.1 ON 0.1 01 0A TN 034 00 4A6 TN 67.3 Oi3 MA I31 US W NA 1N We MS ON BOA W TIA IN NA W UV 474 40.7 W file 4N 4&5 W O.1 40 NA 462 N0 W 3" W MO W M.0 NB SLO NO 33.1 /N 21.7 W SIT OBNN 6TA Im NA Im 11.1 OB M.] Np IO.B IN N3 Im N.B Im 30.6 INMB j7Q 100 23J Ile 320 3N NA ♦M N.1 Oft NA 4T0 N.B iN 1]A LIB NB S1O 1NIn 40A N] N.1 N1 0,6 ST, NA NO 20.1 >T) NA 00 ]6A ON NBSN 34.0 01 00.1 NT YAO 3O ill 01 IO.O 31a ILA 0T 1].1 301WIS 31.1 SS] 0A MI SOA M7 SIA 310 See 351 NA 313 NA Sal 2A4 UN 224 IN tee N] Get 30 1&1 35i 17A NI INN N.1 NB NA 3N 21A NO 26.1 274 21.0 NB 21.T NO 10.3 0B 102 20] 17.3 Ni INN 274 312 LTA IN muncruzzaamorTablit 6u4VW: 2.7k Cqn 10.01W EiNWY 0 MIN YI'OOEbo Mle'MBe tA.... •IOeletl X138bi •128IeN hedI C An090rCIIpPaIfaME Mte•Ewmen.. IN-EINUNN. 1YEkONam. YPEk01Nm0m AOBnaelm IMtmon ANmaetm BeIMNN WT6031 N.05) Mete. L' 1'}Ill' 1' SV3' 1' 2-tw 1' we 1•MI' ISP-0M' LOLL' 4111' 1-0II' 1.1A 1.1N T.m.t pIFqN2k SNb No MM 0NM OIN ON 1Mb 740M II 1W WIN Mom Ntb Illb Wb (moleeUNe6qfl TNNe IWb Wb NIOINWA I M01.WA ONb WA WIN WA N2bWI11Nb apmhn®1.1YMYI.O.G/aIWSO(alOMll Qlp pb.Ik None 11W IN WA WA WA ]NIN WA WA WA WA W 1N1We 1ilOWeNIONseAmb (ya /YiJ. ai iNb INMBNNe IeCa INb aWbWA imb )blm Nplm 13N14 N20s WIp1 S1NMN2e11101W Wet. 1CdlIN PNOIm 04 W01. WA 11401N 1I=W IMeeI4 1Nibe 11TIM iWNO1Ammn ®oAYMN.P&IUAR NN.136ANm.Ogik WA WA WA WA WA WA WA WA WA NIA WA WA NIPI00N1ee 3NI. ONb NSIOeWA 20b WA fleb WA IIOb WA 1b Iltlb NObf4AN.m LeeB 14].00/im 0 M30e RONe WA WA WA Wb WA WA WA NIA WA N2 N4 men Aloha NOTE: FORTHE OFFSET CLIP, USE TABLENOTES: FIGURE I: FIGURE2: FIGURE 3: FIGURE4: FIGURE IR FIGURES: 1) SEE SHEET I FOR INSTRUCTIONSON USING THE TABLESAND SHEET26 FOR INFORMATION NL SHEETS 2-4 FOR INSTALLATION METHODS. LINEAR MULL LENGTHS MDIOR • • • • • • • • • • • • • 3 MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR OPENING DIMENSIONS, SEE SHEETS TO BE GRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. F FIGURE6, FIGURES: FIGURET: SUGGESTED. APPROXIMATE HOLE LOCATIONS. Se ANGLE CLIP (FIGURES 5&0) MUST BE USED IN PAIRS. GAGING. SEE 21-23. HOLES IGURES SHOW CK 8 m ANCHORCAP.„ 1A00' ��n�0y�Tp-6218� BSDLMIOn OMa By MIeM 00\\\T\� 1I ..aa1. :'VCENSF '•. 5g705 Ll :��'•. TATE T L . ......... . I'X4'X.126' A, LYNN ALLK MUIUON FL P.E.H 58706 it TABLE 7A MBWon Cmuckv Table IIINIA Opening Width (for wrianl"paminp WlAlora) orOpening Haight DbrlWBmna%4peRnh0 mufora) ooh oom min a Bob loom Imm HaN loom 1 XAx]76 Alum. Tube RancupGar LALN lwouga. IAeLOg IbolwAb Lucia Tlepnlem. IASM, Reelwpar I-" Tep'MWo LoWn Fatigue" LALW hW110p IadeLW 1d ReamNNu IAtlnO TngMnp. LAMA 'Loeelpon Renwp4u16A WMi. R<alenBulor beery) TImROmo beMB Rmimpeu Law" TreWNeN. Laeeng Rod." w4m; Iftrclnp. LAem um 170A Bra INA MO INA 7A INA 470 Irao BBB 1710 Boa 1m.0 MY 170.0 all Irao ilia INA NI like 1A0 OM Into 11M G0.0 MI INA Use Imo WI 17ae 1N3 Ilm Ni MN INA 7W Into BA 170.0[N4 1m.0 ON INA Nl INA aW 17U +Ira Into M1 Imo IMa IRA NO Imo 1417 Soo INA Ilm Into NO Irao 10M I70A era 181.0 =4 1mA"ON MGM I7" 747 IMA M3 Ira0 INA M1 GAO lots Iaa 0M INA IIM INA N] INA INS INA 747 IRO 14H IN INA 17M Ilse 760 IWO 101e 1N.O Ira iNO 10M 17a0 IN elm Irao xN I7oA 812 INA IRA all nae 1118 nae le4 IT0.0 IS)0 Imo ooi Irao 14A 170.0 Wt n0.0 1M1 era toad 11W 1r0.0 rat 1]).1 IlN GQO MI 1m.0 1rN INA Mt rah nae MB 170A 701 INA Ilan Ili 170.0 IM tray era Irao 1417 170.0 A4 170A IBA DNA Me 1M.S 1019 1032 120.0 isle nae IOW 111.0 1010 INA 1= 974 1812 GOA INS BIN 17a0 WO GBA 740 INA Irao 0M I7" 13M into ON Irao IIM 170.0 told IWO IBM INA lore 01.0 SA2 11M 117.5 tell 1004 nm 1W.7 INl IPA 1M7 flat tell 1074 ISO? Not Im.O 0A INA 100 INAISO Im.O ON 170A ISA 170.0 MN2 IWO IIm 170.0 1NW IRA 1472 INA 114E G0.0 AM 11M IN.] 14M 147.0 SIM 214 1472 1H0 IIA mD IIm 110A !IN mN Sao In INA flm 1.4 INN ON 1. logo INA $Ill 1..0 IBM 140.1 'OR 1IIA lira 1174 rase Lend 13m fWe A.I nm 117.0 ION lGA I 112a 1113 m.0 Iam "" INA 9 Not 1Ta0 11M 170A MT INA IAA 1013 1212 SIM 100A M1 1122 11M 120.7 Ne MI liN 110.3 MI Ea0 11N BA T4.8 SIM VA 05 AI 11" 0.1 0M Mi it" BIG M0 BE 7e In 1461 IRS 170.0 807 IMA 147.0 2M 110A 11A 1M0 00 iM8 11N 110.0 01 ND 11A NBO 010 SOO 1124 Ill MA SIM BOA IN NA 11A MA MI NA SIM M2 ON Bob 10.1 MI 1114 ]oo ml MS Me n.2 GAS M.i 7A WA AI MA 7M Oat OII M3 70 KO BA eM 4" ON A.2 MB No MI Me SM .UA 814 47.7 M2TM BIA NS 742 742 77.2 OW 028 Me NA At mA Al eafl Mi IBA 142 N.1 OM A.a 742 614 37.1 742 no NO 31A 742 NA IN 0.0 TO 37D Oel IMN etd m8 WA No, 021 OM OSA OM 47 No ISur 113 N.1RW71.. dN A.O NO i1A 1e8 31.3 BM 21] 402 m.1 Bm 220 "I =3 OR no She MA 3W 04.7 IM 111m MA AS dad ON 40.0 000 1a0 4W /42 Om M.0 IBe MO /M N.0 98 AD 473 M.B 330 itA Ml A.o BOB M.1 1G mA NS ]IA Nfl 10.0 el8 221 1/2 120N 10A B0 MA M] MO /76 ]0.0 4M 320 IM ]!.1 4m M.3 I11 mA 476 MA lol MB ne AA IA N,0 ISB M.1 3M IBA bi 10.> Snloco m.1 SW 28.7 W0 MA 3m MA oN 10.0 ]f0 I0.] Mi VIA m3 TABLE 713 Anchor Ca 1eI Table IbF eWVM.: 2ll C]mM0 26kMK WOw Wu FAMGN PT Melel Anchor CUP PatternsMohuryp¢ Mir Ekowdeem 1/1•Eko UNncm NITEbo Gem. Sir Eke Vumm 111'EleowlnnN 114-BBEWO AWQbmt WrEbO m•nM 1M' En Ek0 ANI%' br Illegal SOW(GO)eomvl021 112B4e 0128" eounpis) FAm DAMme lhk V zim t• 2-1W 11Ir r all? 1' 1 AIR r btlr Y aw obi' "w EmFlbntlB 1.9I1' FL4' 14R IYI• r IWO FI/1• 1414- 1.1/4' 1-0n• 1-0II. r l4o' 144' xfY ]Ammo W1.)r MN, O.C.leYmmd wool CYppq.1B2IM b Scene mi 1 " Voft 2WIm 2HM 74DM 2N Ira IA Ae ee BII 1214 N 4MCMe®L2YMk.0dleWL Gouggle WP 01o. ]kfor MOLL NIOW Bg lm WA fm R4 WA M. WA WOIm WA m:lm M31m 1120 Re 0AmAon Gl.tr BN. p.al81uw1 Goma•O0Neft.4klm WA WA WA MIA imam WA WA WA WA WA l3low tlmlm M40" SEEM4Mobl®soon o.e./pl'he/Wb tl%/pq. akb oeOM tMNm I.M. N01m Em We NM 1mb 74e 1m Mi. 1.1be A2 Rot BMIm tim Re OAfp1a10AMk ON4l eb.Bkm IN0•3 MUM BOOM Mote, elelm WA Itlelb 11MIm 13mW PMOIra +OMBe 1gieN iBMb 4 Amban M0.4Y MN.O.C.I WN. kb.t2rgmn. Fb. ikA WA WA WA WA WA WA WA WA WA WA WA NIA 1M0b 2Ambon®2A'Mk.0.CJFAIpgW.ar.0An81m HIA 2NW WA ]IBaeWA IIOIm WA M11A I121b OOOmI4 AmIpn M1.10'Mb.O.oIFBp Fq.BF.b WA WA WA WA WOIm WA WA WA WA WA m2W BMIm I1W Ira .ANCHOR CAP.,,, FORMULA TO OBTAIN THE 'ANCHOR TABLE. NOTE FOR THE OFFSET CLIP. USE THESAME ANCHOR PATTERN AND ANCHORVALUEBAS THE STANDARD CLIP. -j 1.082' ♦-- TABLE NOTES: FIGURE I: FIGURE 2: FIGURE 3: FIGURE4: FIGURER: FIGUREII: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET26 FOR INFORMATION • • • • • • • • • ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. �� LINEAR INTERPOIAMON MULL LENGTHS OPENING WIDTHS L • • • • • • • • NE PSHOMTOEFOEXACTDIONS,S R AI SHSTO BBLTFIEU]FOLIEEN ORR IOS 4000MULNNDMU SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. FIGURES: FIGURES: FIGURE]: • • • • • • • • 4) SUBSTRATES. CONCRETE SHALL CONFORM TO ADS 301 SPECIFICATIONS. HOLLOW AND INU WOOD BE GROUTUFILLEDCONCRETEBLOCKUNIT (CMU)HHALL CONFORM 70. ALUMINUM E AN STOBEAGINIMUM PRE-SURE-TREATMINIMUED YELLOWSOUTHERNSTEEL GRADE 33 30S3-T6ANO SEA MINIMUM OF.126'THICK 9TEEL STUDS TO BEA MINIMUM GRADE 93AN0.046' STUDH 3T6' • • THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST A28' THICK AND M. ALL ANCHORS ANGLE CLIP (FIGURES BAD) MUST BE USED IN PAIRS, INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 0108 Al2 1'%1'X A76� T'.MULUOR ANCHORS INTO WOOD MAY BE STEEL. 18-8 S.S. OR 410 S.S. fir;' Nu. BOTOB it TABLE BA Mullion Capacity Table Ibeff!' Opening Wlalh(forWNNeh6parrin mUbOre)or OpenlnONelBhl(for MdmNalyapamllC Moons) mN NLl Salo I NN UN Main IMIn INN INS, 12Y2 3.188ue RWiNply lmmB Treplllme IANaea wdmply WSU AXmenB.I Neenpan0 mMNI TrePMmO. welq RN1Wglly LNenO nWRn4nB. 1UNIM PaavpLT Nea00 TepNNO, Naem R.A.W. LNOp TaP'Nen6 w AS RN1NNtiv Lawda, Tr@/rden0. , L.Og Bxbngly Na3m ANMam. Leam, RedNywN 1Men9 AF/MN4 Leaft TubeMull g� a pfill g 11 g1g 1gIa 11 111a����iT0.0 em InA Nf 1]0.0 SII Im.O 4)0 666 1T0.0 UP IT0.0 e2 n0.0 NB P0.0 ilia ❑OA U1 170.0 iw0 1)CA 021 1T0A 14U INS NI ITOA In/ 17U UI 161A 1MB 1)0.0 Nl UN ImO T01 11a0 ON INA BN Ii00 ew0 Poi I]0.0 eN 110.0 IIU ITOA UI IN,O I2ID 1mA en R0,0 1111 nA0 eN 1w./ IN/ I1A0 NO 1m1 INA IN.O NO 118.1 1w/ 1]0.0 BN NAMIn IT0.0 111 fm.0 N) POA bM 1N.0 NI 10N 110.0 BN V0.0 IIM IM.O110.0 tw6 D0,0 TN INA 1Na P0.0 1N Det tNe 11A0 ]N 11B,J 14N 1IA0 ]N INA 1N6 1M0.0 lNN1m0110A N2 NOA eN tm0 WI IIN Imo >N n60 1Na G0.0 1U fail INS f10.0 all INA Om 110.0 BY IMa 13fe Im.O MI 1w.1 NSB 1m0 Nt BIA tma 1mA N1 min ITAO N! 110.0 TUt ITOW INS Imo TN Ilia 170.0 SN Imo IIN INA UO IMA 1161 INA MB I113 1t" IN.0 012 N.T 11N i[L0 BOB TOA IIN INA eM 69.3 11a/ INA NOUN 1740 00 RaA T45 IMI Met 1]UO ON 1NI MO 1N 1=1 1N1 14U9 NO 1m] INI 1121 Ul MIA let 126] UO N.I 10B1 110.E U S NO INI 119,1 821 00.0 Met 11e.1Sale MIA M1 17M SN INA MS MIA am Ul IJ1.0 MN NL1 U1 IVA 'Tr1 NA MT 112,6 TN 130 0n 1N.S TN NA 00M IMO T69 60.S BJT BSA TN m2 BN B0.e f10 Tlln 1B1.T NI iN3 BN INS 1N 1161 w1 BN IOI.a -NI OM NI OIA NO )1A NI N.1 NO N.4 aN ]eB eN me /a ]2.> Nf N.0 W N.0 Bm NS aN NA Owi0N 1WA T22 114A UO 01.2 TN N.2 616 ]22 NA 00B MA T22 T0.] 6M UA T23 mJ Ne mT in 0a.6 ON 0.8 ]22 69.e 0S0 mf NO mt N! N3 1M m2 NN Nln 1013 N! INA 8U N.I B// e0.B Ow NS mA 6P U.3 e00 mA BBa m2 Nb NO bm me BN mt 6U NS ON NS US X2 ON IItA U1 31A 8U m1 6N Nln NA 013 m0 Nl w.B 016 N.f /IB1 et6 m.l /11 413 wb N.1 W N.b 810 mB /]0 m0 fife 3fA 4M NA btb mt N3 M.3 file m0 IN MA 610 26.1 4mMIA bL3 NJ NA IN 43A IN 4T1 391B 4w 41A Jet N2 IN NA w3 NS N3 m0 379 21.2 am m.4 3S4 UA 4N Me 3U IBA 4U 21.3 NO 17.0 4U 219 3N IOBN m1N/ J9.0 m3 21A 3U m6 313S 3N MA 313 M.0 NB M.2 JM 212 w0 22.T S0/ 10.1 3N 20.0 3m IAB 3N 10.0 MS I11N 311 3N me ON NA 3N mt N11 ON 21U MT 220 SN 232 MI 10.5 333 209 2N 126 3N 10.1 20 129N 21,0 MO PRO MI 212 200 218 MO 10.9 2m US 250 R./ Ma J02 01 IOA NO 18A 2M 144IS 10.1 Mt 103 IN TABLE 83 AnchorCepacIty Table Hot 9Ub 2NOSSae SNCIPS. HWea COAU 141CMU I MXtl AnCh9rCOp P0lema MOOvlype NIr EIMUIsm VI'FFOU9vem N1r MW U11Nm 21W MIN Mom Vr EbeWvem A4-SSV,o ANNam NIWUC 10.01 IIr SO Nee AgamM. elo Sim U.SX)SoNOW) NUSte1 M281ee1 NvN(0N FCplpsYtt60 I. xtlr I.MNA-, SIM I. wr r aez r SUC r SAO. OS' 0.ffir FmNdnW n WP tar Y f•114• 1A4• 1.111• LAY ldlr I.IM r 13A• 14W 19b1 2MeMn®4T9 MIn O.C.l6 a0a00eteYp0rO 1T Wes BMW 16MbN 90We 2UOe 6w Wa ]Ia N 9110e N41N N6m Jlf lm INPN LN 9r4"N] 1AN Nh O.Cl notam, ONIC a2! I So TIAVp NIA N/A Jm6H NIA WA NIA WA WA N20! BNM Um" 4AvmeM>MN.OA.I T6M0bW Im 3' MIN Tm 2a IBMM UOb! Ombe NA TOOIN T400v amm ISMS, NIIav 0U® limas IAm Q.w, MN.,FIUCIp, mN.1MANLpylA) WA WA N/A WA WA M/A WA NA WA WA N/A WA1. 1F061 Lew INm am. tabs IV$ 1P Ibr NOIN1e. 332. 413. PNba rllb MOUE 2..N1.IB'wIn QCIFCU NeOe 3m Oa NIA NA 10, NA WA NIA WA WA 91 Ne 4Nab 6m6N NOTE FOR THE OFFSET CLIP, USE FIGUREi: FIGURER: FIGURE 3: Fme* IOURE4: FIGURE B: A6 THE STANDARD CLIP. ANGLE CLIPMUST • • BE USED IN PAIRS. FIGURES: TABLE NOTES 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 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 21.25 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 301 SPECIFICATIONS. HOLLOW AND ,GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 080. WOCD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN BIG OF 0,55, ALUMINUM SHALL BE 606346 AND BE A MINIMUM OF.ix6• THICK. STEEL STUDS TO BEA MINIMUM GRADE33AND 046' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.126-THICKAND MO. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 010 8012 ANCHORS INTO WOOD MAY BE STEEL, 1&S 8.8.OR 410 S.S. =ANCHOR CAP... No. 50]05 P.E. J3S133HS<�nWM3N 4L/OL/oL aSMOS(�ar v•Ml``sjjt��v3}O\ H mg as iiWO >atma I •'lN `\\`\\t lt��-l-l..,.. . �awLZ V wEL 11f00E9 tlM_ VM is 5J3dSl fil WOOD' SZ'£X SSL SNOmnR 3sru vynNlwnwDW.sls3a'1J'Vdwl o aO•z w HIM4 6 yO.r ., � ,7 u 7 a9 0� Ilnnit\tit Om g �as�w�O L 7��{ F 1.0g� p� � r- F� 2PE g z n� ^lme�w6ifoO $ `�� o gl gglo�oo�omo ` xa uso�a=o���� i �U w x J y �d f $weJ3..t3 p X ,U'¢S(]OaR. y9 w a' yw naa'2g S aof 3sa z � w AMS g 5¢ 3 ri o s o 3 o F �o0aa2 ggg z o 3i2 � Q F s8a-oo p�o oid3aO'ao w yj ..RR x z r m w u"7QfOLLQm a ow_ o Z m p2� n�wm w PHq •=-i b m °cgiggv.mri oa �w mm y�3oiRx� •- 3rre a_xo 300uU3wo yy' i dmw wwyFF�y3 Gi o ppa ou9 �Li�rz ¢m pgp M2w 1- MIN�� "'¢ oz� w w Z x u°Qi m��p W=_ 2�2 y.� ZRy 2 ms K Ow0.� a R' ywjs jwo mOly ie Z6e F �O w -'m0 vOmS?6R • 9f m� Zm J�6 6 Um? • • • • ¢ • • u • o LL • • • O LL ig W m • M • o • • • mj L F F 0�� s� .mao�= d F -`Zp �ayr s 'a3me3e°@�gx3 53I Awoawv 2�.Bt Fd �'�9893x = MOPaaR1 • _ $ .te>do.wn as €� Rwb�m�ev a9'iA ? 8 E _33 nn �� o • E 9�9 9e � a (w0 w•w 'S 8 8 d .� $ 8 U 1 1 B 8 9 T 8 3�g I C E e� 0 9Sa R•a: ,q Tic gvGp uygl i _ iw� FlWOOPq a a a a E 9 8 C l F 4 .•9 $ �9 t¢•ep wOq S A fi e g^ S� S 9 S ia'm63eswaeaFFa_ y � p>•lp upw C n $ q�perw 3 c�® 6: e Sa II •R F 0 9 r� y pp 9� �py� p p � � 9n a m `n i : A •a N a qA yF • a �`�� mmnwmn a mm Egg$ i4 ��• ssE ga H ����^:8�3A� ���gg �gB _ As83. 3.. .Z n 6 � E��346 � 33a383 O•tl$�AAa����G? Ad 3�3$�i <�< q=� 88�SR a -�88838� c§(�Qnine yg� • E SH�g�g���� m may_ 'C V A 1�30 O O Y `e jf c $§ TABLE 10A otwer, stapling Table pbHIP) Opening VAdm 601WNNyApaminpmUKAm)BlOpening HIIWA(Nrholw*gmTd mail so Nln 700 do Nb loon 12a, I401, now IMX32S AN"" Ludt a 11,1 . IbfN RYYIg1u Ln14Aa YNPBNR. Woolabc YOdN T11pIOW. LOFdm N[NnNar u d, pFPT6FlN, lo[dnB RF[bnPiF/ Ua, md16m0. tFNay RFdYOdd LOAN, TnpTlhea. 1nFMp P101FRuly IAF6vg TNONNp. tows, RN-cild LBFdVp TnpIT4Ya. W690 PFOWgdFr LaF511 mF0mIWa. uNW X.024 NYBAR $ 8Nln m1 m n0.o aN 1mD w m0 Oe I emINnoAi9aNN IM.O me 1NA w Ira No INA 6N IN 1110 00 INA Im INA N1 nU Ins I 6m INA n0 INA NO Ila Imo m0 IE uu tom 1T04 Ee Nt6 ion INA w na0 TN INA 6D I= NB nW N1 IN6 no.B N6 Ina nM INA m n10 +w f4l I70.0 Iw• INA IN VISA ir0 Im.o rN 1NA tm Irna Md m3 tell INA ]N Nln IN.O SIl n0.0 i9 1mD 151 1m.0 191 1111 110.0 111 9U Im1 ImO lal OU tau Nl 1mA nY 11U ey INA DE 1m0 661 ul.l 1r51 INa N1 1n] 1M9 INA w01n iN.O N6 110A ml 110A NM INA x67 1NA n10 Sri 110E NII VO.0 Ma 161.1 INN BN 116.a 5511 rich ION 1N.0 Ion +m4 ION m16 IAtl Imo ION N.B 1511 n0.0 IM Min 1m.0 BE Im.O MI 1NA 111E ma IN ion 110.E NO I%, INO Ina tali 13U 1u0 ION INA ROD INA ION INA INS IDMI0] lam IU 13M tali Imo p TO Eln Imo IN +NA MB 19.0 1161 INA 90) IN1 110.E INS INS INA +NA 191) ULI 1241 100 101.8 1N1 1m0 M9 m1 INE INA 6M llA 1Ne Ina mf ui the INA M6 3F m+n INA 1N8 1NA NB Inc INS IN] on 111.0 two Ing In IKO ion %ILL no BU 1N1 t01.x 010 MB +N8 tall NB 0.0 1NB 4.3 ME 6S9 1N0 9u 920 63A 1N1 11.1 On NU. till NI NLI M SID, NI INA ON lot.1 IS till MI 0.2 141 INA ll/ 19.3 NJ 613 IN 11A NI 03 76I MA NI MA. 1N eL0 YI 11.E mi 16-0 Nt id] 1]e Salo Inc ON 1nA M3 IIOA w 116.E IS, N] all 102A 163 Mc IN CA 740 133 ill Ill NO N.0 m NJ Ni IW IN 11 IN 11.1 ON BLO mt fl.] 191 mt 06 M0 85.8 all 01.1 m ]tA NI 11A 00 MA RI IU 6N 6A Oil 0.2 6N IT] m 0.B 1N I10 611 IIl 651 S56 ail Ill 09 0.} ml f1.1 a]I m.9 Ill m.9 NI SHIN me 6N MA 69 51.0 NO VIA Sid 0.6 6N 611 Na lu IM m.6 65 Bu 690 ISO 1N ]SA 6N 39.E 40 m6 6M N.l In EA ill 31A 459 221 6" NA /u 060 IU IN N.1 91 SIA 469 US 411 NA 450 31.1 Ia1 SLt /0 m1 /N 98 N0 ND 3N --- 10 m.1 MI ml IM M.6 7m I1c IN 9U Ii6 tt6 IM 18.e lm 11114 IU Sit ET IN 3U NI uA 30 311 NI ill no m6 411 OU w MA /11 BU SIN 9.1 At 24A m its 441 x1A AM 19.4 NI 193 Ni 14.1 NI 11A 01 Yd In Said m 353 ]II ]U NI 310 313 Mc m 3U ill al 316 23.7 im 711 n1 0] u6 ISl me IBA u1 fif 3m Iu 3u Win Ill fN 3U N3 9b 9x INA Ill 15A IN fU 08 M. arCe adNTYbm(AN 61pW6 2m Cd[nF0 aN[i•IL MUbI/M11 FPNCNU PT-m Ntltl NIB'H[a V/'BBB[o NB'N[o LIP a9Fllo aID Nn] NRBI¢ NNM AnchOrC6P Pettema � St@EI[BNr601 Vf FA0U0atcn UaM[m 316'B[BUI110m LP la0V0x0A 6gyy UAnNm A99NOtl, 6[M(M crreepap MAJA d) tldnRe 1' RN2 1' R-LS SiR I. 2-42 I. 2 O.N' nW1-41' 1.4P L111' 1-1U.2 1ST 140' 2.m.3Ax@WnO.C./NFddNQ`Um1 btt 6 BW IN IN NF QNb 1.. .1. RNIb NIB VAUS NBbMu OxGatll p1x2T d006 TNb NA WA NIA NN OmIN WA WA WA Mb BNb llmn aMOhcq/ x03 RNOF RNb ON. 100 As 1NBBN NOON aN 10NA W2-VZSl? mN nat N21aF BNIIA 11N6NIA WA WA WA WA N/A WA NOb al WIY INb IN. M. 1MIN90aN a`SRa WA WA WA WA tNb WAWA WA Ntb 44 NOb FIGUREI: FIGUREZ FIGURES: FIGURE 4: FIGUll • ANGLE P MUST BEIUSED IN PAIRS. FIGURE 8: TABLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE S) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DOAENSIONS, SEE SHEETS 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN 80 OF 0.65. ALUMINUM SHALL BE 6063-T6 AND BEAMINIMUM OF.10W THICK STEEL STUDSTO BE AMINIMUM GRADE33AND .046' THICK(18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.I2T THICKAND ASK. ALL ANCHORS INTO METALSHALL EXTEND AT LEAST 3 SCREW THiFADS BEYOND THE MATERIAL 010 S 012ANCHORS INTO WOOD MAY BESTEEL, IM S.S.ORNO S.S. 12TX3.R6'XAIDP MULLION No. 0870E P.E. -t D T r � ����C • A •p t+ m m m D 9 C • • • C •rD C m • m • • • sm°g m • 9 G90 00CF �o�lmv ofO om3 � Cm m MH; mS �j un Vmm T +�zZc�g 2''-i Lrm O i OmM4 mio m� a nnn m m 3c3ip N�c 5 ma �ozanz �- ��-mA0 may- Z O tOm 3�mm i'umi 2 �a `OPE �mm 00- .�+c OPEC OnnON Opy my y O �t �-f Sp mpm.m 00 z i$q$i m�o i cpim p mmz� o may-yy z o z c � m e�e� Cm mo _ ymPmms mmy y w-' 0 6 m pp oaH[8 moo ym €a ���[j~,ysZ� 9>>O Cn qZ O�mn A -IN0 Z09 NN~t"o�" °oa 9 yim m pCZP2 2yy O �� O �� pp0 of nT� y0go gg O P 09W sou w r �L°'Sa mpL Hm O g Fo Y+om �i r m m mm '0 2>5 m v A v yi���p�m3yn f O HHP C Z q v >oiFazccia� >7A�Smm�mSy �, g cm CmC Om�10O00m�M ��, m��;mmC0m0a b ix w'mez�A��?E� i m'Sp u 3a�o gp z C � Ep '4CT-RESISTAMT'v'UtdINUM TUBE MUWONS a tiG m'� ' a 125 X 3.94X.624 MULL SPECS t'^A µ'-i"� WAN/A 6300JR 75e2 C two R9aAtwr uaK m 'e �CeRtttt `` �Y JROSOWSKI OBY19H7 cameo wP rw.S Nivirea. ms J R�.SOWSKI 70M0/14 NEW MUL, SHEEfSET m-atm.Gcmutx��ms x®sa T�sE i a eSA� G A a i A -ep� >ia °� wLwan9 � Hm Q'yyy uCC' dy 6 �.r 6$Sa6a _ e 44s444�'e � p �BFa86BE� �a 444,N 4 i R �sF�F b(�iw ?yp�pa i BSeiG� 44S>s4� v z$z6zs- s4�4 m ��>4'aRa e �mP. a$< 44�B�s rug �y $6� 9m b-�F�EGfem 454648E��Q• YWanLetgat �. r m Y Vi a e a 3 2� e 3 o e e Rmn9 c6.d1 Y� 3 Wdm GparJ) S3'33 = - Mtivhp.ol) a MaO.e Wa] C L RYR]C�� �y m�. v 8 6 1S G S S s gqq 3 E S m 9- 9-.' Y� M69GMmI M9obe0m) a= _ e9�Ps$5e=m4E aw e� �+ G u Y u u 6 L e 6 Am e b e WP GP[ef e R.a� 6 � 6 a -se3E;m:ave:ass:w���?g e L Yri a a ga ss 'e "s 3 a e �F89 m-a x CC Mma.e R•) m 3A 53 � A S � Y � 11910 $ � ! w � � � a s MAVCym�) C C;.m. a mi, O� ee ea`b ge W6.eGpmt RM'1 P 6� Sg - 6a e am Y v gi m . ,. � Me�o.ee R•1 e b n x u WamEP�t �S r' 9 o •� �- m MdmGO.tlp m � m - ?� g b' C� k� MebICWCiI MAW R•) Mullion Capacity Table IhN13 Opening Width (for leNoal"poMrg mMlmO) orOpening NelBhi (mTiP11m1B8139PaNllq mUuoM) ON BON Mh bN 901. ICON INN 140N ISBN 2X4x4a floWNpAv W IIW TmMHW. belSS NstNvAY ImISS mPMkAp La•W mo nBWv bWm Tep`MNv- LWfNB LW N, T,ep/h-s, LOWN ION-VAY Wap "rPPIM 0. MOT, PoHvgWu Imenp Tnp'revq. LNMp WelmptlY LeISM Tn9RneSS. ISM., Weleiply LNIry TepTleng IANlnp ReclugJY SWISS ]rtpmlYl9. Leeln9 Alum' Tubs MU'Tu q55 $ hI yypp 1] g $@ 96 fill qp i $@ �tl h qp 3 g^� 5g 2B 111 qq 21 F�55g al; 141 yp 31 0p $@ Ptl 111 yg 1 gq $g 8B 111 yp 31 $@ 16 11 1q 31 gp ^@� SO Igx pe d1 g5 $g 3fl hI yy d1 p55@ h la qe 31 a $@, h IgI qp i1 q( $@I h hI qe 1 hI 1 Ig Sg §@ hI 'pq 31 B$' h h1 yp 1 ®5 R$' 9d 111 qp 11 g5 9f h qy i1 Hm Ina 0b 1M0 OS Ilia TO INA 4M I= 606 17A 60a IMA W0 1MO 619 1101 1110 174.0 01 170A IWO 170.0 621 INA 14N INA b INA ins INA ON IT" IMP IT" Sol ON- P0.0 1b 1M0 6& R0.0 b0 170.0 aN tiBA BX ROA &O 110.0 11& 1M0 &1 IrOA RM IIOA b1 IMA IHi I70.0 0b IM.O IMP 1>OA b0 1M.0 /8b 40.0 BM 170A 2N1 t70A b0 MII610 INA N1 1"A b3 INA 19B 40.0 &1 1lOA tON 110.0 b1 IMA Ilea INO ]M IT0.0 1&fi P0.B 10 11A0 INI 40.0 MO 1T00 lib 1M0 ]b 170.0 222 ITOA IN INA O3B1 1T0.0 ]b bN 1TA0 i% 1N0 013 IMO Bb IMA 001 110.0 I110 IMA le4 1N0 INS 40.0 Ib 110.0 14N 110.0 bl 1M.0 1b1 Ii60 1b INA IBIS 1r60 bl fr0.0 X31 INA a81 1N0 2110 INA bi NIP IMA 0b INA A 1N3 IMA M1 INA IMP INA %6 174.0 1417 170.0 BN 110..0 IBM IT" MO INA 1P1 IMO 1%3 I1A0 2120 IMP 10& IMA 249 INS ISO 1N6 Mb INA ICES 0IS USA SM IMO A Ilia INA 8b Ina ISM INA Ha Ina 14M 170.0 lots 11" IBM 17U ran INA ISb INA 11X 40.0 M31 1MO 110 IMT =3 170A IP1 140.9 NS3 170A 1171 SON IMP 074 INA A 11E0 IM0 903 %MO IBM INA 1Gos 170A 16M 17CO 10b 170.0 trot IMA I10 DOA INS 170.0 1N0 Ina X31 1NA 12M 101.9 MIT IMP 120 13¢0 N31 1704 IWO Mh IBA INS IiAO A IWO IMA NO IMA I4M INA 11b 1M0 1M0 170.0 IMP 1N0 1013 INA 1316 1M0 NN 170.0 ISO 14U %N 1MO 14Oe INS AM IM.O NX INS 21& 170.0 Ib0 Mh INA IMP 17U A IWO 1M.0 IMP 1N0 taro IMA IMP 17CO INS 170.0 IMP ISM IMP IMP N31 Iota INO INA Ib0 1210 ISO 101A IMP IMl ISM INA 1&0 BOB I9b 1621 101 70IS 1MO 1161 110.0 .0 ISM 1MO I115 Imo 1011 110.E 12W INA 1642 170M IWO t0.7 1b1 170.0 1414 IRA ISM 103.1 16b 114.5 ISM 147A 1473 b2 ISM 1NS Ibs B0.9 101 IXO 14bNN 1M0 1P0 INA 1701"0 .1 1326 1W 1Ns Ina IMP IMA Q9a ilia 1b0 INA 1179 %A 09e IMP 110 &a 1390 INA 1I4 1A0 1390 W I1X bA ISb 01 11& 60.8 Hb NO 10b bN 147A I= INA.9 1X9 INA IBM IW i2X IMP INI M. 1Y1s BOO NM &A ISM bA toss 1¢7 on W tale BIA im N.2 0S 01 toss 00.0 BP N.1 10X ell AXISBN IMa 071 INA Sri bA M 74.0 911 Pa bD OA1 %1 OaA OX CIA ON &A aN Or.$ 071 b.0 at$ N.11/0 Tb 070 %1� H.0 ib W ON IOA PtIII N NA Oro %A 210 of.$ Sri M1 91, W 100 19 120 iN W 910 bA }01 4.1 N0 &A ]71 >0.T NB H.0 NO H.1 OM 10A PR ]DA 919 X.1 10 /0.6)&NS s ib &.5 TN 0.9O ]b Bf.1 &3 1]2 TM 40A BM 41A 7b NA %! X.T iS8 4Ae Ib i Ob HA A BIB X.0 4b 11. 040 31.1 4B1 XA 6b 26A 186 21A 6b NA 49 ]I.e e10 X.0 NI 182 ON I¢6 NI 16.8 Ob f)2 Ib 1st Dot NA 4N TABLE 12R AnahorC• bl T1 b• EWOm ZAMAWa llkakmrN. HOYIa U FWWU PTW Mis PaNema /111N Slp EItDUAmm USF110vAm1m BrSB1e UMmn S1S mM UAmSo VI-MOUAm1m IWOB FaD AUWMW S1SF110 UNINS UP BSFNO A00Am NO Nee 8OMM))emme(AG N2BIa9 WSWAnG10rC11P 81. (CS) FABOlrmmON. V 2-.1 1' I] -US $IN t• 2-11t 1• 1 2,112' S 1 v. S DAB• OAS 1OS31' .PMOMI 1.v4• 194• 11'4• 13'1' r 4UP 1.0• SIM• 1.110 1414. I-ve r 13N 1&S Nb1 2MMxf 0pli@Wrt44181OtlNmOMC pq 1697 BM01 BmIN SONS BflTlm INI M1 X001 2M9b blot, 21810 3T4b E&IN N b Ulm 1441 1m 4AMMa®LX MN 0.4/ObkmO(m OAm 21 T40m iOb 00b R&b 141m NA MO NIA M30 NM DOM WA b]m Btl10 ItNm BARIIm6®1.T1•Mh 0.418WmN (Ibl O abb OM ibm 101Em N/A NIA TNb NA now, NIA WA WA IOMm 1mbm I1S10OM bN l 6 Ab Im7DAiMfNSA ¢ bb44 7 61pb iNAm tNm Ram NIA Ram ram ebb MO=InMn bRb b 11Nm1 11MIb 1tl0m1 YNOBO 2&Ib BQb WA 11Nm tlYlme ISNIW AV PO 1@21b Xb 1Blb 9Ankh®1A1•MNQ.O.Inbm.Wo.12@Nn.wM4 WA HN NN WA NIA NA WA NA NA NIA WA WA NA WA DM SARmn®OWhftn 0.4/UQ WO.INF L fSSftj NIA WA N/A WA WA NA WA NA WA WA WA IW NIA WA N m 2NYImm b2.fB'Wm O.D/FCIP p 9N IOf 9Mb 916m T19b 7`129 NIA 1Mb WA &011e NIA 40M WA &I m1 Sam 1 =IN sAnbe®1.rPMh.O.CIF41 .I% 4tlm SMb !Mot %91N7 NIA NIA 9Pm WA =am WA WA WA O11 m3 helm &Om NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. c � CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGUREI: FIGURE2: FIGURE& FIGURE 4: • • • TABLE NOTES; • • RIIONRUCTIINS ON USING THE TABLES MO SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR SEE SHEETI FOR GENERAL • • • • • FIGURER FIGURE@ 2) LINEAR INTERPOLATION BETWEEN MULL LENDTHS MOTOR OPENING WIDTHS IS ALLOWABLE. • • • PS IN CT DIMENSIONS. SEE SHEETS 21-23. HOLES TO BE HOLE ARE NOT TO SCALE.RSHHEEETS • • • • RESTRICTIONS SHOWN ONSHOWN THE FIELD 21.23. FIGURES SHOW SUGGESTED. APPROXIMATE LLDFOLLOWINGDDIMENISIONAL • • LOC FIGURE7: FIGURES: FIGURED.- FIUIEIO: ANGLE CLIP (FIGURES S • MUST BE USED • • IN PAIRS.. STEEL, 1&B B.S.OR 410 S.S. UNIT r X4'X.2SMULUON 'I� : IJo. 58705 C'•a el 4 wB TEOF /'cs'SIONAI. Oa A. LY&J4d.IkR, P.E. FL KEA 58705 TABLE 13A Mul0an CA B Ttobl• onln3 Width (forvoW "panrl"mUOaW)orOp•ning Hofgbl(MrIPilamin Y•paM210 Millions) ON MIA Tom W LI ON ION INN 1/0N law 218XS8 RNirNrer IAWW TW NS, Luolry Bat'la tin LMm2 Tnp/IEmq. CONING Rmisplr LWft 1WOMIS . bwalwo RmN IBWr mq TmpTEub. ImMA RNlmyr TaPTJ%M, .Woww� RNa1Np NAr fip'TBeiq Lwaaaa RWMAAS Lu]mC TWIN". Lambs RNNApIr L2Wp2 T1Rmm0 LNOA] ImahapM mNYD fiRM pO. LmLb Alum MuWon. Tub• Sg {p 4& pp $g, yq gg B5 iqy `4�. gg 5g yp p$ LRT ey'E} mp Sg sp g85g qp'@$ g5 gg gp p[m.an 5g gp'H} IH15g yy $$LOWS; yp yp 4a g^� 5g gp 0p 5g y@ g85g pP� gg 4g g5 5g ye gp gg yy qg pp Bob INA BN 1100 I as INA 74 170.0 MO IMO 20 Rm MO TOM M I70A 012 IMO IIIO 1100 01 170.0 1240 INA 01 INA IIW INA 021 R0.0 17U 170.0 01 1700 IBM INA Mi MN 1]0.0 iW 1T0.0 W INA BBO 1M0 BBI 1N0 IN 1160 00 ITOA Allis 1M0 WI R00 IND 170A M] 1M.0 NI1 N0.O BeD INA ITN 1N0 00 INA 10M INA 00 11OA EM 1M0 NO Ba.NON 17M MT 1N0 001 1704 BW IMO MI INA 1N0 1N0 0/ 1TOD IRS 1N0 TN 1N0 INS INA 7/7 INA .112/ IM0 TB 1710 1703 1N0 TOO INA Na INA NA IMO NOI INA 70 Min n0,0 M 170A 612 1n.0 WO tiOA IN 1T" $116 NOA 19 INA US$ INA 00 INA RN INA my INA ION INA NO f70.0 ION INA N1 INA L11 INA WI RNA am IRO at Wb AMA Ies INA Mt 1104 IOW 1M0 TW 1TOA Ma INA ON 1n0 1/11 INAt NO 1Ra 1T0.0 BW IM.0 1R1 INA ION iN0 210 1N.0 10BB 170.0 MM IND 1Wi fIOA 20 tIOA 100 WN R0.0 M INA 710 170.0 Ila /TCA IN 170.0 ISM INA MO INA 1N0 1N0T0.0 1M INA Vol INA IBM 1N0 [In INA =1 1700 11N I704 2eM INA lilt INA 2Ne INA 1171 NN 170A 01 IM.0 70 170.0 M0 INA B0 DOA 1N1 11m ma INA 1IW IN0NA M 170.0 I1O INA IND 170.0 1210 INA NM 1N.0 IEI INA N27 IMA 12W IND 3117 1N0 12H Tom 17M IBM INA M INA 106 INA ION 1T" MO 170A 11N 170 IND INA7MO 1013 INA I31e INA 2126 INA 1W7 17U PM 1N0 14I INA 296 IN; 1M INA N0 IT" IO0 Nb 1N0 Ito 1M0 07 I= 10W INA IBM INA IBM 170A 1M 1iO4 JIM INA7U ISM INA ION 1M0 EO INA RM 17U 2M INA 1M MA 3140 inA IBM 1N0 00 170.0 170 NN 170A list INA 2E 17U 1W1 INA I11B 110A 1011 'a 11M 1N.0 1M1 110.0T. Na 1709 1474 1N.0 MIN VIDA IBM IT0.0 E0 ITOW 170 INA Ms INA 1171 INA fIO IRA 170 BON T O i0N RNA 11M INA 10N 110.0 Na JIM 180 1/0.0 7/0 IN.0 2M IN.Ang E21 INA 110 INA 2W0 1T0.0 lot$ n0.0 31U 170A 110 INA sin INA 22N 1MB U13 RNA =1 Wm 1N.0 ANT 1710 an 17U MN INA ISM INA to INA IM IRA aO 1T"MO NN n0.0 Iin 1N0 2000 INA PWs INA 21M INA AN INA ela INA 2/70 MIA 310 INA 2Me TOM INA IBM 17U IBM INA 1013 Aldo INS 1710 Esl INA IN0 1704 NM INANA Eel n0A ait 1M.S OBI NIA EN volt Eel MM MIIWO2701MIATOMal ISM IIBA 210 111N Into INS DOA 1/M INS IWI 17" IND INA 210 11AA I= 1704 2W1 1M0B1A Nit iMA a/0 INA IIM INA EiI If BA Na 110A NN aA BM 110.1 21N BOA PM IWA EWINN1M.01771 IT�O Ian INO IIM 1N0 IM 101.1 EW Now 1M AMA aO 1IIAIM.1 2N2 IVA IBM 10.1 EO IMI lot$ N1 aM B09 IBM NS list W IBI STA ae1 614 Ian 1NIA 1NI 16M INA iNs AMA IO1 iW.l 1Me OW IWI BIA IMl i0.3 IWI N1 1D00 e0.e 1W1 i2A 11N aA 10M M.1 i1W 021 IWI W.0 MM Nl. 1W1 {2S '1M9 B0.1 10N 11.{ IPB AncTiorCimadevToble flawl a M In CapNa ].Ih MN. M.QSU I JAW AnahorCep Petleml ANINI Type YIY EwaUI2aaM lll'EN MNm YIY BpN JON. YIY Eh010Nmm 111'EMUBNw 11/•ee 2N ApYOAelm WIr NM uMpah N128NN eum71GU •1281M MWIN) EANmNNON Y AAA• i• .- OVY 1• 2-W Y 2-IA' Y MO 0.M• O.1M' EmbtlnN Wn• MYP WY 1. Y 1-1st Mm. 4111• 1.111' LIn' llN IAB' VNx 1AWaMaI]NMq GGIBNArON Cop pq l6N NOW N MON Mm NMM nIM MIN DUN TIOM EIM WIM IMM MOMS 1 AnmM®Il1Y1M QG IOIutlNNAMOCgffq ak TBm MM 2OON nM lm 02NM MaN MOM 70M 14Nm 1MN MIN WIN 1MIN OAMTmN A21.T1'MN. GGIDIear0lmObN b.1 11MIM 11OM I. NWm WA WA 0401W WA taO1M WA WA f710M PEOM IMebNQIY Wn GC /plyeAryM WmIEq OY Tam 'W: MIN WOM IMOIM 1mW NOM MOIM WA 7WIM 1NIM swim WIN i1NIM BANNrN®Y14'a ORI NBANML1mNl0b. ek 1NOIM 1a ma sINM slam Adam 1MN WA iMM I/WN 11MN 1Ram. MOW 11ANlAn Ib'Wp D.GI(SaDAnpefA0e7 b.h /BMM 21OIN ON WM Im WA WA 11Nm WA /MOIM WA WA 2011m BNOIN 4'MNIM' IAA GCIWb.YW 1N'ANm B WA WA WA WA WA WA WA WA M WA WA HSOM eANCHORCAP- IA/Blm ®NAI•Hq O.GIUCIp,YN.1W ANm.IR2.8k WA WA WA WA WA WA WA WA WA WA WA WA PLAIN F"-2A01Y�1 2AmMNMLW'fM.O.0 FQpNq 1W: BOB. ]Wm INb MM IMBM 910N OWN ]LAN 110N ]MN IWIm IAA. 651106 .YNFTMILLER. P.E. FL P.E.960706 caoweew� pmfonpn z a A R "a 's a s € 9 s �a�aw�a �=6ffi�%p g a��aw�mwn � �FRg 9 �. Frymb�mera $ A r R Sg a wwIS3zREU. s_ cR.�rt��. laa�wvv R A g �Sdp'a$Aa3a OA WYmL Ag fis. as a S a$ a a$ a s a a � 2 �oemoa+ �e z TABLE IdA Mullion Capa*hy Table Opoalna W10N(W WIUM"pWdMMdiim!)Or0oonM0 H•IOht(brlMmNals spaNirO malore) SON aN 10h MCI NN INN INN Now INh 3.2V 30 Pe0N0B0u loeAne TRpmION. blOm RBaI/BOYu WanO 1nplleelB. loom,WO]q RIe u BWN•b. b•Lq Raiduf f WagWaN ImAnI0W -aNIaIPBu U440w TI@•IIIe load,W0N PeN40pler To, ea LOSAq RaOYepNu bOAm Bmrims.. INC, SemuplP LammWaN BeprMme. Ra4Wep4A Walsall Inwilhis. WOW LL I3AvMULL fig I� 1,1 111 k1 I'I h hI hI hI II hIhf h Is I a 1 11 am 1/0.0 00 free 4N VISA TAN Imo 474 Use Ne IM ca INA arm 1m0 e10 like ills Use Of Ime 1240 Im.0 a% 1T0.0 NIB Imo Of Ina JIM IMA Of 149.1 file IMA Of am Imo Ta 1mA N4 Iroa SON Ina ON Imo BN IF" NO ImA I1N 1710 Sol Imo I275 1TLO on INA 1417 tiro BN 1NO 1N2 170.0 a) 10.6 ON Ime ea Ila INS Imo NO NIDON im.0 TIT fm0 eN ImA No Imo of 1roA INC 110e eN fire IIN I"A IN Imo full 1TAo I41 INA VMS IM IN NeB INN UM ISS 117.3 INa IM TN INA INS tme IN NN 170D Ta 1roA 612 110.0 NB 120.0 ON IT04 1110 free IN Imo 111e IM eN JIM INS IT0.E 01 10.3 109 Ime am INA lie IIOA NI 10.1 103 IIAe 01 NA ISM 1710 NI roh I"A NO Noe mi I'I0.0 INS 1704 mi INA 1215 Ime NO INt IIIO Imo ON 120A 120 1e0A Bb HILO 1216 IN.I M NA NN 140.1 IN roe RIG 10.1 am m.l 110 USII all Bih 110A NO fi0A TN 1m0 111a 1J0.0 IF0 160A tlN 100.1 rot Vile 11N 1N.0 BN IIBA IIN 141A aB INd ItN Ia2 lef N.0 11N 1mT NI TAi IIN imA are BS1 Ilk 1183 00 NN 1m0 NI 1m0 TN 1MA 1q8 1N.0 NI NOA fq1 110.0 ON f14A IqB tN.l Ba 1015 1qB INA W IIA Iqe 1mB eN m2 IaB tOfl4 NI roe INS 10fl2 NB N.1 tea f00.3 BIB Rh NW ON VITA IN 1fiA NO Inc TN INA aN 110a 1N a.0 lee IN.O }Y! 10.] eN NA T12 mA Ne N] iN 6flT IN mf Nf NA N2 me eN N.0 eN ]BA NB RN IIB.T IN 1241 N0 00.0 iN 1N.1 roB N.e TN Nf as IIA 100 roe BN all TN JB.B N3 an IN 11.T BN /0e TN 0.1 %A /2A 1B0 BL1 010 9TA IN CI.0 On a it mN free 1N IIAC NT aA TO 0%1 W %I IN ICA N2 a2 IM n.1 0 CI.B Iro m.0 612 fA1 10 MY BN 412 TO NA NI uA IN roe M Me IN Sea, NB WON ill Ni mA (a0 N.1 N3 e20 IBl CIAr 40 0.1 6N 40.9 4I6 40.1 N) N.4 a0 fet II1 ISO 4N a0 M N] 4R aA NJ ro.a NS =a Ni 31.0 N2 aN e0A Ia 01.1 Ni IIA 1a NANNA In N.1 10! 310 421 33.0 9a u.t 116 m.T Ia 312 Ia 140 /N 10.1 IN 11.] 40C 1C.0 ]q 1Ne Ia 1A0 aNIaN 41.1 NI N8 Ma u.a aN ]BA u0 ]BA ui 241 !% YAB roT 2]A a% uA BR r0.0 ul Ra am 11A 901 1A1 N1 IIA at fie 910II1N aA 110 N3 Sl! a2A NO 1fA ]N 2Tb 9m 3l0 00 4CA fir f1A i10 NA iIB 10.t >i0 160 iR IBA em 11.f 300Cam NA aft ffiB m0 = 31T ffi0 IN 21.T W m0 SIT 10.E 2m No 117 17.0 na INN ITS YA fie aw. Aneh•e C/ al Table a BBbNIa 1.T9CmnMa S0B Ca1c XBBaa' V Fib CAIV I INYI AnehOICBP p/INm• SI%Pbo %bON iN'E4m UwNm M1NPbe Neum L1e'Ebe Uw4No IN•TAONVecm IRA BB Eb Apgegtr Mfa'Ebo ahem IN'BB FYO A0Pa00101 /100r eemr lOG N2 BIBtl aOm,(OG N10we growlal fAq 64m•/Nk 1` RI? 1' R1? SVa. 1• Rf? 1• -0?I Y I R1? Y eb' o.N' am. ENM00tN VAN• 131P I.. I 1•MP IY 1.111' R1N• t.Vl• R1? 1•tl1• 1•Ilf Y' 131E 1.Se' YB44 aM0M4N 0•WB OA.I 6 16b.f' ]NY1 tub NO. Nb 11 YI aM1Y 2N BNb 11ob 31 Ib m 0b b 1421b N ....'a, as O.0.la PSBAnga apelpb.2k mob iab rub IBTOIN TNSb NOb Nob WA tlmlb i4Bb BNwe 19N Ib N2b Nllb 11mb O pmIM®Ri1'Wn nE/ TBMVY I ak IINb 11m IRA BNIN 'd10b 931d WA Nelb WA IM-0b Hlp IBm VM WA Im2b 1!]l Re 1ar00 FIGUREI: FIGUREZ FIGURES: ANGLE CLIP (FIGURES 1 ) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.25 FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 600. WO00 SHALL BE PRESSURE -TREATED VW I nW AMITMERN PIMP WOH AM SG OF O.BS. ALUMINUM SHALL BE 80113•TSAND SEA MINIMUM OF.120• THE MATERIAL. OW BAY MULL1GN (FROM THE TABLE) OF THE SELECTED R WILLYIELDAMINIMUMANCHOR WHICH MAY BE USED TO GUALFY AL ANCHOR OPTIONS FROM THE No. SBT00 FL P.E. TABLEIBA Malllon O• •D Mel• omt' OpeD1au WI4th law wv6w -spwvfn m9me)or Op•nh1P HNpht(for hodmnleyspamirB mPwrs) SAID SAID RN wh - wN 1min Inh Hogs IOON 325'45 wDlmptlm Lo7Np Tepmm uwW HH1.10 N I L-Idhvg T&I'mug. N.ttt N uokv Tm"gra, us"m N*nWu ImNJ�dp TrRm" RNImpAV L.ft T Thos. umm IbNMler u40np TWRm.. Laodro R..tMm tl• IaeOnp TrgYitlM lmnrp WOlergdal T1gmv; ImMv RaDWWv TWRI4n9. 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Ims on in.? 1247 IBA Om IR.D INi IN] on SA MIT 12A2 Sze BIA INr M&T Dm 71.4 TNT 14ST Se y mh IRA ON No iND 1180 I= Om 14M Ina 101] Bm INA INS 117.0 US IIM Ina IRA 08 IM Ilw IM4 OU SAD 11w 1103 BR n2 ILA 11a1 SW wA IND 110.1 US b5 ng, fa1.b 1010 B17 1213 IWO 1NA aN 11M 1010 1272 w2 1014 Iwo 111.1 EN 80.0 1010 loss ell ma 1010 00A ew WA 1010 DM AS mr 1010 67A rm mA 1010 mA re0 7ah MIA BS IS 11/A San 1N0 714 IMi AS IN.I 7W MA M S2 74a 7ae Dm SAS AS S1 AA Sa ]N Sta are 74.7 TM 40.1 sm 71.2 IN 410 OS me Too N 127.1 col ]N IwA col 11U ree sae mi W M MA col 00A iS 70.0 m1 ILA im NA cot m1 IN Ill 91 MI mi NA all N.a Na 30 MI S7 NS SAgs m.7 ON WA N4 SO eN 716 aa4 0.1 aM mA aN 61.7 aN SI US 404 ass UA SAT 41A eN 47.0 aA e1A SM NA $10 RD eM Dal all 22A Us Sol SA] SAh SA] 818 A.1 us Se AN, 0.1 400 417 QaB NA I91 NA SAB 14.0 Iaa 31A No 41.4 470 N.1 Om m1 4ro 2M SAa 41A Is0 Ng SAB 40.4 4m 21A Sm SAT N7 ISO 7A ND 4U N8 SDA MO 412 aS N3 MD SAT. SAS w.0 ND 31.7 aN 2BA NB, m m SO NO 2a1 SN m0 NO mi me 11.1 NO m1 col IaD 440 tM no Itlh M.1 IN NA 1as W NS aU 370 OU DR SAD an 9A 4m col 7m Nb 4A A] ]SA 211 /18 2l0 am tM IN 71 a50 t0A Na 1M N] togs aU ae/ aab col m1 a01 wA aw NA aN ma $21 21A W 2U afi IRA 0w 7ss aN lib I Dw 1&7 ew i"t, 2U Sm m1 DS IU SSA R.1 230 TABLE 1BB ArchorC• •DI Tsba,fibs) amm1m 2i114X,A'm10 1B2COw. Qd FpWdU PTVRom Mna AnOhorClip PaCem• A TVW NIVENo10Mw0 UVER.UNmm GITUD. LAMM VI9ENDUIVWm ll1'EkomDmm VI'ee EYO AwAoeior GIO'Eleo Imeaon V4.9a me ADpm " •10 Biwl 9amf MN 0129YW a.(as) •ISetal e.(Wl EM4lbUmomk 1• War 1• Y16' bVC 1' 2-0m 1' 2-IR 2' b116' 1 2• A/S' 0.54 O.aw' Em04.ON LNI' 1.YP 10I1• idll• 2' 1-0Ir 1-1A' I-0N• Id7P I-04- 1.1/Y T Ws 1•U' unee 2M0 G6• aMNe amN4 SAM fiA DA comma N2M N01b SUM NOD NI AIw "Saw MIN WIN WE I AmnuE®U•Nin OAImNOAryY O'ml(:y IIt NoIF iWW Na. INOIw SOAYa MDNI w01oa WA ItSae I'-- WOIb tow le4 m2D• Nor IIWW e AmMr 2.11•MIn 46IpJNSMpb r .7 1fANr 1fm14 EmNI ]Sle It YLNIm WA NOImI WA 1 11e11A WA 1]AM WA Iwi Ne 129M 1NDIG FIGURE 1: F1 FIGURE 2: FIGURE S: 701170 ANGLE CUP (FIGURES 1-1) MUST BE USED IN PAIRS. TABLENOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET FOR INFORMATION ON LOADING SEE SHEET " FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS MOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-n HOLES TO BE ORILIEn IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. CAPACOYTABLE EA GmImO•o AUw Fod¢M1 .125 4S / � O ..••• •••. }{�Z'•••VOCNSE•• V: S2B0' :: +///T0 111. FI8700 40' BAY :'G •:- `, rt Q MVIUON P ' 9 Al'F.OF O ' :f STANDARD CLIP polmu ...... .3T6S.12G—�{ CUTHEFT6MWMINRF SWRT4 r_______� II L _J _____I IA J !!L!! `- STANDARDCLIP 0063-T6 ALUM. CENTERCFANCHORHOLEMUSTLIE TOPVIEW --j a76 M6L 311,11,11 OFFSETCLIP 6003-76ALUM TOf V 9 .336•MIN. A I UC IP 6009.T6ALUM TOPNEW ZCE7�ROFANCHOR MUSTUE THE DASHED BOUNDARY.SEE SHEET6647FORTHE ANCHORO.C. DISTANCE.MAXIMUM ANCHORHOIE DVMETER:ANCHOR DIAMETER.Uir. TABLE B V X2.)6'%.660•MUWON 6C63�TSALUM XSECVON 2X6ANGLECLIP 00 79 ALUM. 2,p p, %SECTION 1 .126• 6ADD• d1n-� -' -- 00 2AXL N78 ALUM. N. To AWN. CENTER OF BOUNDARY HOLEHMST 7FOR HEE ANCHEO 60U. DISTA SEESHEETS6.1T HT ANCHORMETER ANCHOMPXMUMANCHOR HOLE OW.IETER ANCHORDIPMETER. iR8'. Mull Dlmondon (eha6E6WIM POT Part0 Mullion BM. Clip ORael Clip ULNIp An6lo Clip 1°%7 %.126'(5) 666113M 6881118M 880243M 668611M V Xr X.376'(6)6 606114M SS81119M 660244M 666612M 1'X276'%.378(7 686116M 6651120M 6GB245M SM13M 1°X2.7W X.S501'(8 666116M 6081121M 5662ASM M614M 1°X3.126° X.60D•( 6601116M 6661114M 686242M 666616M 1.26"XIIAW X.26S 6061117M SWli13M 666241M 668516M 1.2WX2.lVX.12W( WA I WA WA 0-51-- NOTES, 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS LINEN ON THIS SHEET. 2)SEE SHEET 54!0 FOR SUGGESTED. APPROXIMATE HOLE LOCATIONS 6 ANCHOR O.O. DISTANCE. 3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS, TABLE A Wmonalon Valuo(in) For Mulllon: A 1.626 P %2' X.12G' Aluminum Tube Mullion B 2654 C 0.686 D 0.740 A 1.126 VXrX.376- Al6mmmo Tube MULIon B z4a C D.636 D 0.490 A 1.875 1'X2.76••X .376Aluminum Time Mulllon B 3.000 C 0.767 D 1.116 E AID MN. A 1.312 VX2.76'X .W Aluminum n06 WHIM B 3.000 C OA76 D 0.690 A 2.000 1•X3.12TX •Alum TWIG Mw B 2.637 C O.BB3 D 1.137 A 2825 1.26• %3.186' %,206. Alum Tube MUII B 3,262 C 0.862 D 1.76z A 1.813 1.28' X2.11' .121•Alum TWO MUD i.:Ido. 66706 FL Tt s s i T ss 4133 s5 s , s Rs s sCENTEROF ANCHOR HOLE MUST UEVATHNTHE .126 .1'mill. Aw .376. DASHED BOUNDARY. SEE MUWON 1 MULLIONS BD03.TB ALUM. 5053-76 ALUM. X-SECTION X-SECTION 1.260' 32W t06• IIIL —r.100 —1 .820' l26'X3.2SX.Iw MULLION 600676AWM. XSECTION 4 A6 l7l-MtJLUON 00AUU FSECT N ECTION —i .820. 1+ --1 .820. 1 - 126'X326'X.02V 12S'X3.W'X.624 MULLION MULLION 6O06.T6ALUM. e00s-limUM. "ECTION X-SECTION .376• MIN. .376' MIN. CEFATEFI AT6' DETARRSHEET4 HEET4 .376' _______ '1 ROF ANCH H 1 I I MUSDASHEDHW THEASHEO 1 I SSEE {I SHEETSHEETS &2 &20 FOR ANCHORQC. F DISTANCE, DISTANCE. I M I ANCHO I VMR D' DIAMETER: L j AIXHM DINMETER.1l1m. E STANDARUCLIP U-CUP :MUSTUE EO3176ALUM. SOM6TOALUM. 10ARY.SEE TOFVO:W TOPVIEW AOe / n TART F C DIAMETER:ANCHOR DIAMETER ♦ VIS'. Sd6•BAV MUWON I 3.TE0' ` JO'BAYMUWON BOSYT6ALUM S08&TSALUM I )•SECTION le6ECTXIN I .22W-T seer —I •225•1— I—.esr—I NOTES: 1) HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2)SEE SHEETS 6-20 FOR SUGGESTED. APPROXIMATE HOLE LOCATIONS, 3) SEE SHEETS 24 FOR GENERAL- INSTALLATION METHODS, OFFSET CUP SODYTBAWM. TOPMEW TART P r. Or1MT Dlmendon Value In FerMWllon: DlmanMen Value(In) For Mulllom 0 t.wo I'X4'X1.B3B .12T Alml. Thew p 112 X.624' luminum SO Muilion TARO 3000 I F O 3187 DTfi 1•X4• .376' AIMNmun T 5T P 0 h2A13 25• 3.0T X.w Vominum MuNon H 1 Vill JODD H t F U50 1w X3.26• X.100' Almnlrren ➢Eemol F •8. Mu6O60 F •B MW H I 1.500 3260 MW101mendon (NeetIR PGTP.40 Mullion SM.CUP 01dot O11P U411, Angle Cup 1•XO X.12Y(10) BWB9 WHIM I 8551122M 1 652841M 55851&M 1•%4'%.31e'D11 SUMS 688112M 6801123M BS8242M w51BM I-P Raw rIII) BSB53 E&8112M I 8061123M I 66911"Im w519M 1.WX3.WX.100•(13) 20150 BSB1121M 6851121M 0SS4410M 8805115M 1.2PX325'X.62P(14) 20101 0681125M MII25M M411M 086611SM 1.25•XS.w XA24•(l6) 2DIm2 mi ll7M SW1128M 589241M SB5517M W Deg"(10) 06848 WA WA WA BSW110M 45 Dogno(M) 88 WA WA WA 8&&S111M a ,� Ho. G0706 TABLE E Mull Dimonalon (cheat*) POT Part# Mullion Sta. Clip I UCllp Anillo Clip ONO2 006261M 688271M' 6665112M T'X6°X.25'(17) BB804 8862B2M 080272M 8885110M STANDARDCLIP GO TBALUM %SECTION DLu 1) HOLES TO SE DRILLED W THE FIELD FOLLOWING f' DIMENSIONAL RESTRICTIONS GWEN ON THIS SHELT. 2) SEE SHEETS 6-20 FDRSUGGESTED, APPROXIMATE HOLE LOCATIONS. 1.4B0' 3) SEE SHEETS 2A FOR GENERAL INSTALLATION METHODS, 6.SOs CUi HERETO 3.60s CREATE FI].IP. 2.00s BFP OETALLF. .375 .376' M6V. C MIN. I 1 ________ I ___I _ - _______ ---- I a I I I .26s T%4'X26' _i_—i S43s MULLION E063•TGALUM. %SECTION I I L � 1 J STANDARTICUP CENTEROF PNCHOR HOLE MUSTL2 00e TBALUM 250' WITHINTHEDASHEDBOIWOARY.SEE TOWSY SHEETS S20 FOR TH E ANCHOR O.C. DISTANCE MAX W UM ANCHOR HOLE DMMETER:ANCNOA OIAMEIER• 1/16`. 6.60T LUTHERETO r-2.6Gs--'j ,S76' 3.60s--y CREAR F{2.IP 276' I 3EE OETNI.F, F-RUFEre MIN. 4— TXSX26' MULLION 0003-TGALUM XSECTION I I I I I I I ------------ I I I I I I I I I I I I I I I _ I I _—� i I 1 I 4.eee• 6.4 I 1 I I I I I I F U•CLIP 2KUANGLE CUP 63-T6ALUm 804Y76 ALUM (SEC ION 20I00' XSECTION L .12s Q —316' 3.a3E No. 56705 '•'( STANDARD CLIPL — U-CUP 2XSANOLECLpF20RIOP 260' S0 TG ALUM. 8064MALUM. 606ST6ALUM e,LCS/•• ••••e TOP MEW Uma FORT X B• MULLION.8HEET 17 TOPMM O„Jna�NA1�.l, TOPMEW A. LTNNMILLtR� P.E. FL P.E.# 68705 T' LENGTH. LENGTH L EXAMPLE T. MULTIPLE MULLIONS THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-Y4'. THE OPENING REQUIRES A DESIGN PRESSURE OFawD/40.OPEF. 1) INITIALYASSUMING THAT A 1' WIDE MULLION IS SUITARLE,THE MULUON LENGTH 1372'AND THE OPENING WIDTH IS 32'a32a1' fie'. HEFERENCINO SHEET 25, ME COWMNUSINO RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-114-AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF a00.01-80.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SUEAVALABLE. FROM TABLE 3A, SHEET 7, THE 1' X 2.75'X.376-MULLION (LENGTH =7T, OPENING WIDTH -TO-) MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE Is+AB8PSFAKO WOULD NOT BE SUITABLE FOR THIS APPLICATION, FROM TABLE 4A SHEET 8, THE 1' X2.75' X.OW MULUON (LENGTH n 71P. OPENING WIDTH =70')HAS ADESIGN PRESSURE OF.1-721 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF US LBS. 2) USE TABLE 40 TO FIND THE ANCHOR TYPE. ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CUP WITH (4)012 ANCHORS AND THE 2X5 ANGLE CLIPS WITH (4) 012 ANCHORS HAVE A CAPACITY OF US WS. THOUGH EITHER ONE COULD SE USED, THE STANDARD CUP IS EASIER TO INSTAL. 3) VERIFYTHE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULUON SYSTEM. THE LOWER DESIGN PRESSURE, OF MUWONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. SYSTEM WAS DETENMINED TO BE M7 PSF WITHAN ANCHOR CAPACITY OF S36 LBS. ALTERNATIVELY. ANCHOR CAPACITY REQUIRED FOR ME EXACT DESIGN PRESSURE OF SO PSF: (80 PSF)X` 836L85 e624AMS(MAYBEUSEDTOOUAUFY0108TEELSCREWSFROMTABLE4B) 72.7 PSF THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES CONCRETE HEADER AND SILL. DESIGN PRESSURE OF a60.01-55.0 POP. IS 2410'. THE OPENING REQUIRES A 1) INITMW.YASSUMINGTHATAi' WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS32'a72'F11V)IPAND THE OPENING`MDTH 1336Y3Ta1' 0T. REFERENCING SHEET 0, THE COLUMN USING RECTANGULAR LOADING SHALL MUSED. SCAN THE MULLION TABLES FORAMULUON THAT IS ATLEASTTHE WINDOW FRAMEDEPDI OF241TAND WLLL MEET OR EXCEEO THE REQUIRED DESIGN PRESSURE OF a50.0/-56.0 PSF. IF THE TABLE DOES NOTSHOW THE EXACF SIZE, USE THE NEMIARGERSUE AVAILABLE. FROMTABLEU SHEET7, THE 1'X2.76'XA75' MULLION (LENGTH c 1UT, OPENNG WIDTH=S T)MEETSTHEDEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS-1-15.1 PEP AND WOULD NOT BE SUITABLE FORTHISAPPUCATION. FROM TABLE 12A SHEET 10. THETX4' X.25WMUWON (LENGTH c 10T, OPENING WIDTH v80')HASADESIGNPRESSURE OFH44.7 FOR THE OPENINGAND MAY BE USED IN THIS APPLICATION. NOTE THEANCHOR CAPACITY PEQUUU:D OF 871 LBS THE 7T DIMENSION (38.1fYa3}1Q V 1'413'} 2) USETABLE 12D TO FINDTHEANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FORTHECONCRETE SUBSTRATE. INTHIS EXAMPLE,AESUMETHEPOURED CONCRETE HEADERAND SILL ARE 8' WIDE. IF THE MUWON CLIP WERE TO BE CENTERED WT HIN THEW. CARE MUST BETAKENTO MAINTAIN THE FASTENER'S EDGE DISTANCE. USINGTHE STANDARD CLIP WITH (6) Y76' ULTRACON ANCHORSATAN EDGE OISTANCEOF 2-1@ GIVESAN ANCHORCAPAaTYOF I060 LEE WHICH ISGREATER,ANO THEREFORE SUITABLE, FORTHE REQUIRED ANCHORCAPACITYOF 971 LBS. BECAUSETHEVERTIOAL MULLWILL BEATX 4' X MT MULLION, IN THIS EXAMPLE WE WILLMATCH THE HOPQONTALANO VERTICAL MUW ONS,ALTERNATIVELY, ANOTHER MULLION TYPE COULD BE CHOSEN 1)WE MULLION LENGTH IS Z6'AND ME OPENING HEIGHT 1832WTaT=1 W. REFERENCING SHEET 26, THE COLUMN USING M WE2010AL1TRINGULAR LOADING MAY BE USED. FROM TADLE 12A, SHEET 10, THE 2-X e X 9 MULLION(0 LENGTH =4T, OPENING HEIGHT' 1201) HAS A DESIGN PRESSURE OF aM7" PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE ME ANCHOR CAPACITY REQUIRED OF 521 LBS. 2) USE TABLE 120 TO KIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME ME CMU JAMBS ARE B' WIDE IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8%CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE USING WE M ANGLE CUPS WDH (4) 311V ULTRACON ANCHORS AT A4 EDGE DISTANCE OF 1' GIVES AN ANCHOR CAPACITY OF 540 WSWHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF SIM LBS, 4) FOR THE U-CUP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 621 LBS. TABLE 120 FOR THE UCUP SHOWS THE ANCHOR CAPACITY IS 1074 MIT WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR ME REQUIRED ANCHOR CAPACITY REQUIREMENT OF MH LEE, THE ANCHOR TYPE IS A012 STEEL SCREW. FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: a1-04.7 PSF FROM THE VERTICAL MULLION; a1.170D PSF FROM THE 36' HORIZONTAL MULLION ATTACHING TO CMU; a/-170.0 PSF FROM THE 36-HORIZONTAL MULLION ATTACHING TO THE VERTICAL MUW ON (INTERSECTIONA THE LOWEST DESIGN PRESSURE IS a144.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. ME LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, W U."PLY TO THE OVERALLASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH WE MUWON AND THE FENESTRATION PRODUCT BE INSTALLED W ACCORDANCE WITH WE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. DT' IJu. U5706 Il�Plit AR� LOADING OF VERTICAL MULLION SRLOF W NIW WSNOTANCHORED I I LOADING OF VERTICAL MULLION YdTH INTERSECTING HORGGNTALMULUONS ACING OFMIL�HORIZONTAL M I. EXAMPLES OFTRAPEZOIDAUTRIANGULAR LOAD) irl LOADINOOPWRTICALMULLION ? O LOADING OF HORIZONTAL MULLION a a O gO � / PW N t7 H PW y Q sHroH JH I Still LOADINGOFVERTICALMULLION LMDENGCFKOPJZOMALMULUON 7T//Pw- RERESENTATIONSOFTYPICA1. .�SILLOFVANDOWSNOTANCHORED WITH INTERSECTING VERTICALMULUON <Y] HRLOADING OF(Z) HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADINGOFHORIZONTAL MUWON HINGEDDOOR PW PWON TES:7)ORAWWOSARE AcvFIRmN p I PW CONFIGURATIONS. Ddc / / / PW CONFIGURATIONS NOTBHOWN D / / / MAYBE EXTRAPOIATEDFROM M(w IlI U TH03ESHOWN. ,J! Ili I BEIDETERMWED.0 e THE LOADING E CANNOT `\���O�.I IYNN, v V PW RECTANGULAR LOADING.1.:'1}CEN3g"'•.P . PW PW 3 BEEPRODUCTB'APPROVALFOR _ I,� • h ) No. fiDY05 ,.tt�� � ACTUAL ANCHOR LOCATIONS. //jj p LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I `-I/ a / �V ••�Ul• (� y((6 PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I A 6) V� I SGD �� STTLOF 'LLURITD.,P`�,�'C�� LOADINGOFVERTICAL LOADINGOFHORIZONTAL A.&,NP{Ar§t�•A.E. MULLION MULLION FL P. 66705