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Home My WebLink AboutNOASCANNED BY MIMIAMMANDE St. Lucie County MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) "w.miamidade.¢ovlec000mv PGT Industries, Inc. 1070 Technology Drive North SCOPEVenice, FL 4275 PP g� This NOA is beingissued under the applicable Hiles and regulations ov G. 0 PY 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 (AHI). 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. MI)-SH2O0-01, titled "Single Hung Window Installation" sheets 1 through 8 of 8, dated 05/11/11, with revision C dated 04/22/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., 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. ATISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacusees name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved% unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA## 15-0528.22 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 16-0505.02 tuaMFDAoeCOUN v Expiration Date: September 01, 2021 6, 2016 Approval Date: June 1 _- Y610 li6 Page 1 CIE — 9T. LUCiE CO DING DIVISION REVIEWEDFOR&iNALIANCE REVI WEDRY 7'''' DATE //-1 PLANS Am PERMIT MUST BE HIPT ON rOB OR NO INSPECTION WILL BE MADE. PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0614. 01) 2. Drawing No. MD-SH2O0-01, titled "Single Hung Window Installation" sheets through 8 of 8, dated 05/11/11, with revision C dated 04/22/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of series SH-200 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT1r6479, specimens 1 thru 26, dated 03/28/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-0614. 01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5t° Edition (2014), dated 05/22115, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0528.22) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-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. P1- W 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 09/01/16. Manuel ez, .E. Product Contr Exa mer NOA No. 5.02 Expiration Date: September 01, 2021 Approval Date: June 16, 2016 E-1 GENERAL NOTES: SERIES 200 Ni IMPACT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 53-1/8°" TII 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 52-1/8" 1 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY NO ANCHORS 4 REQUIRED IN ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE VISIB FLANGE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLES 5 & 6, SHEET 4 & 5. FRAME HEAD 4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5, SHEET 4. ALL WOOD BUCKS LESS THAN A 1-112" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.1WTHICK OR GREATER 1XAND 2X BUCKS 8" MAX, FROM - --�-- (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN CENTER OF AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MEETING RAIL j 5) ANCHOR EMBEDMENT TO BASE MATERIALSHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5 & 6, SHEET 4 & 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING - -- STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 8" MAX. FROM 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE CENTER OF SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE MEETING SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. RAIL 1 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 9" L.--, ANALYSIS AND GLASS PER ASTM E1300. MAX. 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 ' TYP. FLANGE F THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. (TES_ 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-6479; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSVAF&PA NOS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. 10) THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES (FLANGE FRAME) OR 4001 SERIES (FIN FRAME). DESI WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2 & 3. F+ WIDTH WIDTH �{ r--- I HEIGHT HEIGHT I EQUALRE PRMAEW/ORIEL ARCHTOPPROVIEWIORIEL RADIUSMP EQUAL LIFE STAN E lam• �C';..•_�;:> -. `F, JCL CF i" 5E705 A. LYNN F11UER, P.E. P.E.#58705 v d W Omf0Of7t0 M C4 CD 0 O cpn pp0tpp0 fD O rM 1rI L + VOY + + R^o + + + + + + + + + + + + + + + + + + + + + 0 +* d c O N O N la W O U CD �" $U—? 7CO r m 't 04$40g04i444 r N O m N CO N I-.N co CD N $��v��f$ m O r N m co m W$$Ur m — LL Q O N 1,91i iiM911 go � �SnQ c� gm uq� in sago eu�� rng cog �gn v�W ua� _ a o 0 0 0 0 o 0 o o uS W O O W� N O � O v u� m r a a g o a W N O 10 l0 vh� co aOagg tD OD pl lgg') Mv�� 0 M U f0 W i7 N M 1u- to �'; W 4: Ioo.-.-� 0 m °? N '0? oN� 0P C? O t0 -i aNq 1� a7 N �tN} W � W W Y "7 "l "7 V 4 T Y m 0 0 0 0 0 0 0 0 0 0 0 0 m 0 0 m t0 0 0 L0 0) 0 10 a� In O In r 0 �0 N r N N' sL g10 10 N 10 10 �0 10 �0 10 �N0 N �0 10 10 10 10 10 �0 10 {0 N N 10 10 �0 10 mm V 0 N M m 7 t; p 8 00 p� C (p M y 3 N + M 10 V n fA + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ♦ t + +h C O N N N a r r to O W C7 Nk SNq V't tc�i pl.: V; Ci q Itr !tq0 M Mg urun� COt M� N r r N (aI} y O .( a 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 N o O M Oci 'a n uoi vmi v u� u� � u� u� � � . . . . . . I G 0 m W O M M N O O W M O W CO O CO W IT Pi � O CjDGm '? mt UR mf r 0 � OD '? d� 0 9 T W W 9 C? 0 3 D fb N O O O O O O O O O O O O O O O O O W N O O O r O O O 6 1L6 N N ui N �0N0 N �0N0 N �00 10 ui N m N tN0 N H h uj N ki NON N NO 10 �Na N a, N N L6 C6 N N h prp� l0 Y N C 0 'S� + + + t + + + + + + + + + ... + + + + + + + + + + + + + + + + i i + c O OO g O O g O O g i0Qg gg o� Qi Q W mq � � � M � O m m m M LQ tf V Y c` 9 � Oi 9 9 °P °1 7 °� h `7 "l � i 'Y 1 � "l r; °? "1 � - LL y d, 0 0� 0 0 0 0 0 0 off 0 0 0 0 0N� o o 0 c; 0'� 0 0� 0 0 ra} 0� 0 0 mom 0 0 o m o 0. 1 . + . 4 . { + t Nom + . + 1 N 1 1 N + �( + 1 + 1 + . . ( + * N + + . . @y{ 'Y.. ro ' �0 �NN .� L J N 'JY' N N .- > > I� g Q N WW ` N c��" N OiB m W =y Qp1� v 1C v d1 CA W f�Ty�l 2 W N N r ��.. Nj r W '="' W N 2 v Mj N lL w U p (p SW 7D C N �- O 7 �(r0 eO- LNN v$ N i0 GD t�7 p ¢V W 4 p LL N C o C n al 6 C '' opt 5 yy N 3 vyy V a y c pp E'2 m N O co n N ol. F - N m LLI TABLE 4: Maximum Window Height' sash Heightz (see Figure A, this sheet) Design Pressure (Ibsen I for Glass Type B -J, Fin & Flange Frame Maximum Window Width' 19.118" 28-1/2" V. 37" 41" 45" 49" 23" '(Equal Ute) +55.0 -90.0 +55.0 90.0 +55.0 .90.0 +55.01 90.0 +55.0 90.0 +55,0 90.0 +55.0 90.1 under 189/16" +55.0 -90.0 +55.0 90.0 +55.0 90.0 +65.01 90.0 +55.0 90.0 +55.0 .84.3 +55.0 78.1 37" 189116" (Equal Ute) +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 over 189/16" +55.0 -90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +56.0 -84.3 +55.0 78.1 under 15.7/8" +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 9D.0 +55.0 .88.5 +55.0 -81.8 +55.0 75.1 15-7/8" thnr 193/16" s +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 Lite) +55.0 90.0 +55.0 90.0 +55.0 -90.0 +55.0 90.0 +55.0 90.0 +55.0 .87.9 +55.0 78.1 over 19-1/4" +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 199/16" +55.0 90.0 +55.0 90.0 +55.0 190.0 +55.0 -66.5 +55.0 -80.2 +55.0 73.2 +55.D 56.: 19.016' thou 22-1/2" s +55.0 90.0 +55.0 90.0 +55.0 -90.0 +55.0 90.0 +55.0 .89.1 +55.0 -78.5 +55.0 70.1 �" 229/16" (Equal Ute) +65.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 �i.3 +55.01 -78.5 +55.0 -70.1 over 229/16" +55.0 -810 +55.0 90.0 +55.0 90.0 +65.0 -86.5 +55.0 -80.2 +55.0 73.2 +55.01 56: under20-1/8" +55.0 -90.0 +55.0 90.0 +55.0 -86.0 +55.0 .81.8 +55.0 75.7 +55.0 -09.2 +55.0 1 52.1 20-1/8" thru 244r2" 3 +55.0 -00.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 94.8 +55.0 -74.2 +55.0 -65.1 Q„ 249/16" (Equal Ute) +55.0 -90.0 +55.0 90.0 +55.0 90.0 +55.0 -90.0 +65.0 44.8 +55.0 -74.2 +55.0 Z.1 over249116" +55.0 90.0 +55.0 90.0 +55.0 -86.0 +55.0 -81.8 +55.0 75.7 +55.0 -69.2 +55.0 -82.1 under 2D43/19' 455.0 -90.0 +55.0 90.0 +55.0 -83.6 +55.0 79.1 +65.0 74.0 +55.0 -67.3 +55.0 -61.1 2043116" thru 256/16" s +55.0 90.0 +55.0 90.0 +5&0 90.0 +55.0 90.0 +65.0 -83.2 +55.0 72.7 +55.0 -64 1 505/6" 253/8" (Equal Lite) +55.0 90.0 +55.0 , 90.0 +55.0 90.0 +55.0 90.0 +55.0 33.2 +55.0 72.7 +55.0 -64.1 dryer 253d8" +55.0 90.0 +55.0 90.0 +55.0 -83.5 +55.0 79.1 +56.0 74.0 +55.0 -67.3 +55.0 -61.1 under 2445/16" +55.0 .87.9 +55.0 -75.6 +55.0 -65.7 +55.0 .62.3 +65.0 -60.0 +55.0 56.5 +53.2 1 53 3445/16" thru 30-1/2" 3 +55.0 -87.9 +56.0 -75.8 +55.0 -74.1 +55.0 74.1 +55.0 -74.1 +55.0 55.5 +55.0 57.1 81" 309116" (Equal Lite) +55.0 -87.9 +55.0 -75.8 +56.0 -74.1 +55.0 -74.1 +55.0 -74.1 +55.0 .65.5 +55.0 -57.! oter 309116" +55.0 -87.9 +55.0 .75.8 +55.0 -74.1 +55.0 74.1 +55.0 74.0 +55.D -65.6 +55.0 -57.! under 253/4" +55.0 -83.9 +55.0 71.7 +55.0 52 0 +55.0 59.9 +55.0 .67.8 +54.5 54.5 +51.3 51 253/4" thru 314/2" s +55.0 -83.9 +55.0 71.7 +55.0 -69.4k+55.01 +55.0 -69.4 +55.0 -64.5 +55.0 56: 319/16" (Equal Ule) +55.0 -8&9 +55.0 -71.7 +55.0 -69.4 +55.0 -69A +55.0 -64.5 +56.056!over319/16" +55.0 93.9 +55.0 71.7 +55.0 -69.4 +55.0 -69.4 +55.0 -64.5 +55.0 56;under293/4" +55.0 583 +55.0 56.3 +52.1 521 +51.5 51.5 +61.5 51.5 +50.0 50.( 293Wthin36-1/2"s +55.0 -68.3 +55.0 56.3 +52.1 521 +51.5 51.5 +61.5 51.5+51.51.369/16" 73" (Equal Ute) +56.0 .68.3 +55.0 .66.3 +52.1 -62.1 +51.5 51.5 +51.5 51.5 +51.5 51 owr369/16" +55.0 .68.3 +55.0 56.3 +52.1 52-1 +51.5 51.5 +51.5 51.5 +51.6 51.5 +51.5 51: under3l-W +55.0 .625 1 +50.8 50.8 +46.3 .46.3 +45.2 45.2 +45.0 -45.0 +45.0 -45.0 +45.0 -451 78" 313/4" thru 39' s +55.0 -625 +50.8 50.8 +46.3 -46.3 +45.2 45.2 +45.0 .45.0 +45.0 45.0 +46.0 -45.( 394/16" (Equal Ute) +55.0 -625 1 +50.8 50.8 +46.3 -46.3 +45.2 45.2 +45.0 . 5.0 +45.0 -45.0 +45.0 -45.( ' Tip -to -tip dimensions for flange windows shown. For fin windows or buck dimensions, subtract 1". 20terall sash height. For clear daylight height, subtract 3-9/19'. s Size range includes the standard Pro -View (34mr--2 configuration) far the given Window Height. For overall sash width, subtract 2-15/16' from the buck dimension. - - - WINDOW HEIGHT -SASH HEIGHT CANNOT EXCEED W. INSTALLATION DETAILSEC. -'-7[N FRAMES INSTALLATION OPTION 5 CURVED HEADER EDGE INSTALLATION DISTANCE ANCHOR (SCREW) THROUGH THE FIN EDGE DISTANCE lA65" 1 l; J J- VISIBLE LIGHT HEIGHT I 47 EXTERIOR 2.751' a BUCK HEIGHT 2254" 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 EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE EDGE DISTANCE PER SUBSTRATE, SEE TABLE 6, THIS SHEET 2X WOOD, EMBEDMENTSEE NOTE 2, THIS SHEET EDGE 2X WOOD' DISTANCE SEE NOTE 2, THIS SHEET EDGE DISTANCE -[— EMBEDMENT 1!4°MAX SHIM T 1/4"MAX SHIMTYP. ANCHOR TYPE, EMBEDMENTAND I� 4 TYP. ANCHOR TYPE, EDGE DISTANCE PER SUBSTRATE, I� EMBEDMENT AND EDGE SEE TABLE 6, THIS DISTANCE PER SUBSTRATE, INSTP SHEET. I I SEE TABLE 6, THIS SHEET. OP. INSTALLATION OPTION E INSTi STRAIGHT HEADER ANCHC INSTALLATION ANCHOR THROU (SCREW) THROUGH THE FIN \ INSTALLATION USE EITHER OPTION 7 LATCH (#29)OR INSTALLATION BOTTOM LOCK ANCHOR (SCREW) 32-35 (#11). TESTED THROUGH THE FIN UNIT LOCATION: 65/6" FROM I� I Ij 64 VENT END. #10 STEEL SELF -DRILLING VISIBLE Ij 7 SMS(G5) LIGHT I HEIGHT 36 Ili I� I 17 EXTERIOR 1 r 1/4"MAX SHIM EDGE I 1 DISTANCE 1 EMBEDMENT 2X WOOD, SEE NOTE 2, THIS SHEET VERTICAL SECTION D-D EDGE DISTANCE 1/4" MAX SHIM ALUMINUMlSTEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 6, THIS SHEET. NOTES 1) USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED ON TABLE 6 OF THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) 2X WOOD FRAMING OR BUCK, 1-1/2'THICK OR GREATER. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. IE DADE API VERTIC, 114" ; PROPERI #10 Ste TABLE 7: Anchor QuentBtes Required, Flange Frame Maximum Window Flalght" Sash Helghl2 (see Figure A. this sheet) Maximum Window Width' 19-ur 26-1IT 33" 3r 41' Group A Group BI Caoup C Group AlGroup Bi Group C1 Group Ai Group B Group Gmup A GmupBlGmupC Group A Gmup B Group C Gmup A Gr m Q i Q: m m s m� g f �2�� g m g m g � m<m g 23" 11-9116' (Equal Lite) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 37' under 1&9116' 18.9/16' (Equal Lite) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 2 2 2 2 2 2 3 2 2 2 3 2 2 2 1 2 2 2 2 3 3 2 3 3 2 2 2 3 2 2 2 4 3 2 3 3 j 3 over 1&9/16' 2 2 2 2 2 21 2 2 1 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 1 3 2 3 2 3 2 4 2 ruder 15-78' 2 2 .2 2, 2 21 3 2 2 1 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 1 2 3 2 1 3 2 4 2 3 15-71W thm 19-3I1T 3 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 38-W 19-1/4' (Equal Ute) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 3 3 2 2 2 2 1 3 1 3 2 2 2 2 3 3 3 omr 19.1/4' 2 2 2 2 2 2 2 3 2 2 2 2 2 31 2 3 2 2 2 3 2 3 2 3 1 2 1 41 2 3 2 3 2 4 2 ruder 19-9/16- 2 2 2 2 2 2 3 2 3 2 2 2 4 2 3 2 3 2 4 2 3 2, 3 2 4 2 4 2 3 2 4 2 4 19-9/16' Sim 22-1/T x 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 3 3 2 3 2 3 3 3 45' 22-9/1G (Equal Lke) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 oier22-9/18° 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 41 2 under20-L8' 2 2 2 2 2 2 3 2 3 2 3 2 4 2 3 2 1 3 2 4 2 1 4 2 1 3 2 4 2 4 2 3 2 4 2 4 2a-116' thm 24-10 u 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 4 3' 3 2 3 2 4 3 3 2 3 2 4 3 3 4T 24-9/18' (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 wer24.8/16' 2 2 2 2 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2. 3 2 4 2 4 2 3 2 4 1 2 urder28.1311V 3 2 2 2 2 2 3 2 3 21 3 2 4 21 4 2 3 2 4 2 4 2 3 2 4 21 4 2 3 2 4 2 4 20.13/16' thm 255I16' 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 SefuB` 25-W (Equal Ute) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 r 2 2 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 oter 25-38' 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 order 24-15116° 3 3 3 3 3 3 4 3 3 3 3 3 4 3 4 3 3 3 4 3 4 3 3 314 3 413 3 3 5 3 4 34-15/16° thm 3a-1/T' 2 2, 2 2 2 2 3 2, 3 2 2 2 3 2 312 3 2 4 3 3 2 3 214 3 1 413 3 2 4 3( 3 61' 30-9I76' (Equal Lna) 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 oulr 38-9/18° 2 3 2 T 2 2 2 3 2 3 2 2 2 4 2 3 u 2 3 2 4 2 3 1 2 3 3 4' 2 4 2 3 3 4 1 2 urder25-314' 3 2 3 2 3 2 4 2 1 3 2 j 3 2 4 2 j 3 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 5 2' 4 25S/4'ttuu 31-1/2' x 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 1 3 3 3 2 4 3 4 63' 31-9I16' (Equal Lite) 2 2 2 2 2 2 2 2, 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3, 3 3 3 3 3 3� 3 ow319116' 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 uMer29-3/4' 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 28-3/4" thm 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 1 3 73" 38-9/16- (Equal Lite) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 21 2 2 3 3 1 2 2 2 2 3 3 3 3 2 2 3 3 3 Doer 36-9116" 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 3 3 2 3 2 2 3 3 3 3� order 31�/4'3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 32 3 2 3 2 3 2 4 2'3 2 "33 78' 315/4' thm 39' x 3 2 3 2 9 2 3 2 3 2 3 2 3 2 3 2 132 3 2 3 2 i 3 2 3 2 9 2 39-1/16'(Equal Lite) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 3 3 Tip-t"p dimensions for flange windows shown. For buck dimensions, subtract 1". 2 Overall sash height. For clear daylight height, subtract 39116". 3 Size range includes the standard Plo-Vew (3-over-2 configuration) for the given Window Height 4SFROM EAM "MR' refers to "Meeting Rall'. For overall sash width, subtract 2-15/16' fmm the buck dimension. WINDOW HEIGHT -SASH HEIGHT CAN NOT EXCEED 53'. WI 1) USE THIS TABLE FOR ALL FLANGED WINDOWS PER THE ELEVATION t ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP. ! 2) FOR FIN FRAMED WINDOWS, SEE NAIL PATTERN ON SHEET 1. R TH 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH T OR HEIGHT DIMENSION SHOWN ON THE TABLE. 4) REFER TO TABLE 5, SHEET 4 FOR ANCHOR GROUP DESCRIPTIONS. Item # PGT Dwg. # PGTPart# Description 1 2703E 62703EW Flange Frame Head 2 2751B 62751BW Flange Frame Sill 3 2781 62781 W Flange Frame Jamb 4 2713 62743BW Integral Fin Frame Head 5 1 2714E 62714EW Integral Fin Frame Sill 6 2782 62782W Integral Fin Frame Jamb 7 2706 62706DW Sash Bottom Rail 8 2707 62707CW Sash Top Rail 9 2739 62739W Fixed Meeting Rail 10 2709 62709CW Sash Side Rail 11 2740B 742740AW Sash Bottom Lock 12 2785 62785W Sash Stop 13 134 66615 Addon Flange 20 1226 61226DW Vinyl Bulb, Flex PVC 70 21 1662C 71662OW Head/Sill Gasket, Polyethelyne 22 1270 7PAD118 Open Cell Foam Pad 23 2772 72772SHK Fixed Meeting Rail Plug Gasket, Rigid PVC 24 4066 64066G Wstp.,187 X.230 Fin Seal 25 2784 72784W Sash Side Rail Gasket, Polyethelyne 26 1078 7121UM Balance Take-out Clip 27 Varies per Size Balance 28 2711 4280OW Sash Cam, Nylon 29 1096 71096W Sweep Latch, Zinc 30 1016 7858WW #8 X.625 Ph. FI. SMS Latch Screws 31 1267 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 Cardinal XL Edge Spacer 36 Sash Bottom Lock Spring 37 Screen Cloth, Fiberglass 38 Dow Coming 899 Silicone Glazing Sealant 40 1625 61625B Glass Bead (1/8" Glass) 41 2719 62719B Glass Bead (3/16" Glass) 42 1263 61263B Glass Bead (1/4" Glass) 43 1253 6VT48B Glass Bead (I.G.) 50 781PQA #8 X 1^ QUAD Pn SMS 51 781 PSTX #8 X 1" Sq. Pn Twin Fast SMS - 410 S.S. 52 1184 781LHPQA #8-15 x 1 LH Twinfast Screw Zinc 53 1186 781LHPQX #8-15 x 1 LH Twinfast Screw Zinc (S.S.) 54 78X1 PFTFUA #8 X 1" Ph FI u/cut SMS 55 78X1 FPAX #8 X 1" Ph FI - Stainless Steel 60 1/8" Annealed or Tempered Glass 61 3/16" Annealed or Tempered Glass 62 1/4" Annealed or Tempered Glass 63 1/8"-1/4" Air -1/8" An. or Temp. I.G. 64 1/8"- 3/16" Air - 3/16" An. or Temp. I.G. . -- 2.000^ .062' .500" 869• .062• .062" —� OFLANGE FRAME HEAD 6063-T6 ALUMINUM 2.056" .0 7 " -11— J 3.225" .050'-� 1.125• 050' 2.056 OINTEGRAL FIN FRAME SILL 6063-T6 ALUMINUM .062" j 1.582" .062 4 tom- OFIXED MEETING RAIL 6063-T6 ALUMINUM .050• 500' — C .062• , .oso' —r —►j .92V O10 SASH SID 6063-T6 A ,%,. • •t St A. LvNN• LLhRh, RE RES58705 SCANNED BY MIAMI•DADE St. Lucie County ML1MI-DADE COUNTY ME PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIMION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE "A) wv .miamidade.eov/eeonomv PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE. - This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been re nd pt Re ountyRER - Product Control Section to be used in Miami Dade C�oar c s re' the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Da aduct Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone: DESCRIPTIO eri 'U " >lipped xtnude Aluminu Tub ullion•—L. . . 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. 117. IINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 14-1105.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.16-0218.03 MIAMI•DADE COUNTY Expiration Date: May 26, 2021 Approval Date: April 1420I6 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBIYIITTED 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 01/29115, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Manue a ez P.E. Product Cont of andner NOA N . 6-0218.03 Expiration Date: May 26, 2021 Approval Date: April 14 2016 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h 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 Product Contr I E amiaer NOA No.-0218.03 Expiration Date: May 26, 2021 Approval Date: April 14 2016 E-2 DETAILA: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) BIT E BTAIAM00 a DFFBETMILL U PINYBE El9TA1Dn BY ° TW9 METHOD e G EXTERIOR MuwM sEs O RIR]FMHDLE LODAMHOTK#6 LAIN XFM ALL MUWON9 DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) `.A L NMI .. c4; SIDE VIEW e ENHEATHE ' a 9iANNJiO G OFF9ET MULL CLIPLNYBE INBTANFn SY ��_ 1WSMEiH ` fYP. M'MM TMSMST i iYP.ANCHOR PEREVBBTMiE, 'WTMLESITt. 9EE TABLES,&I80 PERSU&STMTE �BFE TABlE91b1� BPETOBIE01&18B DISTAH D CE BV�I� AND SEET EETIBIE9 1B-180 ...... ATYAO1MENi sums NP EEo1.E_ M MB `i SY NOTRS, BEENOTEI. MN 1 ' SHEET t. ATTACHMENT ..• . 11---.•+.-'' • eEENO Et. • .•' BHEETI. .. MIN ].T KSICCNCRETE ORflAU i:•..'.' •'•' FRONTVIEW ' ... SIDEVIEW FRONT VIEW INSTALLATION NOTES ,)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING ORSTUCCO. 2) QUANTITY OFANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSETHE ANCHOR CAPACITY IS BASED PARTLY ON THEANCHORTO ANCHORDISTANCE,THE CORRECT QUA14TITYAND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THETABLESON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHERTHE STANDARD OR INTERIOR CLIP MAY MUSED 3) ANCHOR HEAD TYPE MAY BEPANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEEDETAL C. SHEET 3. 5) FOR MASONRYAPPDCATIONS IN MIAMI-0 E COUNTY, USE ONLY MIMI S COUNTYAPPROVED ELCO ULTRACON OR ELM 11q S.S. AGGREGATOR MASONRYANCHOR3. PRODULTRBNSED UBIt&s CEe IN 6n MIdL �' e.II= �21 eY n MIMN ..1111.. No. 587005 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE r—OPFIUNO WIDRIFd1VERTIGLMUl--j MULLIONS I l '"� SEfi DETAflB 6HEET89] �ILIILIII%' SSE�ATdU Oi MULL see SHE FEN PR[ Be NIP / I11 LLV BYI BFEDETMS �NowmNTa A 0.GHi -II1II ulnr SHEENS YJ IEHGHI HoEu0NML MuL. NULL LFNGM ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: rOPEMNGWIDTI—�I —I IF,1� H r d L&L r d SINGLEMULUON SWGLEMULUON '1 MOM FIRES IASCIV DETM., FROM FIGURE 1 ABOVE. STANDARDS 115®: .2014 R-ORIDASUH INO CODE (FBC), STH EDITION -ANSVAFSPA NDS-2012 FOR WBOD CONSTRUCTION .ALUMINUM DESIGN MANUAL ADM-2010 4AIBI-S100.07IS2.20I0 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOUID BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR M WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TD TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. AJIGHE3ToBE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TOTHE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS SoERBEEMMDE HAVE BEEN TESTED AS'FREEFLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL NEGTVMG NOT HAVE A GAP OF MORE THAN 114'FROM THE CUP. .WE 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLCADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULUONS ARE CALCULATED TO DEFLECT NO MORE THAN U1BA THE IOSTRESS INCREASE WAS NOTUSED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FORTHE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SOOPEOF THESE INSTRUCTICNS. 5) USETHE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMNEPRESSURES AND EEDETM ANCHORAGE FOR THE COMMON MULLION. SEE EXAMPLES ON THIS SHEETAND SHEET 24. FOR MULTIPLE UNITS, CONSIDER .THRUG: CNLY TWO ADJACENT UNITS AT ATIME WHEN USING THE DESIGN PRESSUREAND ANCHORAGE TABLES. THE LOWEST DESIGN HEE I!o PRESSUREOF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. OPENING "Don 0) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). PER NOBRONTKBE :TALE. - T)ANCHOR ED PROPERLY TflTSE RANSFERLOADS T. THEBEYOND STRUCTURE. ANCHORS ORSNCW.ATEDOR OR OOTHERS,ST 3 BEANCHORFDPROPERUBSTRATE MATELOADSTOMILARM MATERIALS ANCHORS PROTECTED BECOATEDATEDORRED TO PRE RESISTANT ASAPPROPR0ITE FOR SUBSTRATE MATERIAL DISSIMILAR MATERVMS SHALL BE PROTECTED PS REQUIRED TO PREVENT REACTIONS. RUTm B) REFERENCE TEST REPORTS:FTL-0443; ELCO ULTRACOWAGGREGATOR NOA'S 1GI8 AMY ANYTYPE. B)MULUONS AND CLIPS HAVEBEEN DESIGNED$TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDABUIWING BE CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULUONSARE ONLY TO BE USED WITH ACIVBED PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENTAPPROWU-S. 10) MULLIONS ARE IN COMPLIANCE FOR USE W THE HVHL 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA MULTIPLE MULLONS INSTRUCTIONS 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (BSFT-1 FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE AMUWON 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'TRIANOULARRRAPEZOIDAL'. 4') FIND THE CHOSEN MULLION'S MULLION CAPACITY RBSIF M FROM TABLES 1A THROUGH 15%ON SHEETS 5THROUGH 20 e.n,I, rnMT =Ic.m ANn nPFNINn WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR 1 X2 X.125 MULLSPECS.—_5 1 X 2 X.375 MALL 1 X 2.761(875 MULL SPECK._..-7 I MIUSX.05 MULLSPECS.._._S 1 X3=X350 MULL SPECS_B 1 X 4 X.125 1 X4 X.375TUBE MALL SPECS_-11 1 X4 X.375 T NULL6PEC8..-dt J M X 515E X P85 MULL SPE0S_12 IMX 325X.100 MULLSPECS_-13 1.25)(125)(MlI MULLSPECb.._. 14 :.25 WILL SPECK_ ....... _. 2.11 X.125 MULL SPECS... 6) FROM THE SAME TABLE USED IN STEP 4) ABOVE FWD THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE REPRESENTS THE WNDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MUWON CAPACITY. B) FROM THE ANCHOR ANCHOR CAPACITY_ MS) TABLE ON THE SAME SHEETAND USING YOUR ACTUAL SUBSTRATECONDITION C MULTIPLE ANCHOWSUBSTRATUMCHORCLIPPATTERNMAYAPPLY) SELECTAN ANCHOR CUP PATTERN ANOVERIFY THATTHE REQUIRED ANCHOR CAPACITY IS MET. 7) IFTHE MULLION CAPACITY_— (Lo-r)B9 T' OBTAINED IN THETABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LS9IFT )FOR THE OPENING, YOU MAYUSE THE 'ANCHOR CAPACITY ADJUSTMENT FORMULA' TO OBTAIN THE LOWERANCHOR CAPACITY REQUIRED. WITH THIS VALUEA LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE B) VERIFY THE DESIGN PRESSURE RATING (LBSM FOR THE FENESTRATION PRODUCT TO BE USEDAND COMPARE WITH THE FINAL MULLION GIPACITYlB T•1 OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALLAPPLY FORTHE ENTIRE MULLED FENESTRATION PRODUCTASSEMBLY. S) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. *' No.56705 FL P DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) ENNFfl1H6 1 6TN0/Jm I WGWoUPM MULL Y PISTALLIDBY II 1 iNISNE1Nao I I I ETTER OR ° Fm TNEOFF6ETC EDGE M9TNME 1✓ECOMA'fNDFS FOR FWYWSUOtY u {W;ppMEp NiCHOR9 AL SEDPoR B . ' WT FRAMETVDI. TWA�L91R1 ° 1 BEE NOTE I, SIE:ET 1. .. MW 2TN81 CANCRETE ORGMII MN2.7KSIGONCREIEORGN FRONT VIEW SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO 2) QUANTITY OF ANCHORS AND MUWON SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A.D. EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED, 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FIATHEAD 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL G SHEET 3, 6)FOR MASONRY CAIOS.AE0A0 AU APPLININ GGRCOUNTY. WE ONLY MIAMWADE COUNTY APPROVED EUCOULTRACII�JI 1¶41 FRONT VIEW r9 EXTERIOR DETAIL E: MULLION TO MULLION �1 .1]b'MRL INTERSECTION (U-CLIP) NOTES: 1) MAY BE INSTALLED IN 4 OR -CROSS' INTERSECTIONS. Y IN6 2) MAY BE INSTALLED HORIZONTALLY (SHOWN)ORVERTIGLLY. L TOP VIEW MULLION 3)SEE U-C P DRAWINGS, SHEETS 2143 FOR CORRESPONDING MULLION. VAOFS-1� FRONT VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CUP SH KTERRIIIOOR \~ fEESNEE163131fOR HOLE IOGTI0N6 EDGE OIBTANCE bff TPBLE9 16198 SIDE VIEW NOTES, 1) FOR 2X WOOD.BACKED STEEL STUDS, MOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MUWON TABLES, SHEETS 5.20. FOR QUANTITY OF SCREWS. SIDE VIEW REVISED TIN Ga Flmka '� � N0.5B705 DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) sEEOEnwR SHEEis'!AHn 3 MR wffA nw TOSPEMCSMSTRATES. D O D O SIDE VIEW SHOWN WITH I-XA'X.12V www EXTERIOR INTOWOOO,STEE1, STMD)<ROCUPIDW A cANORAM my VOW6 IIWI EXTERIOR (D PERANf R NOTES FOR INSTALLATION OPTIONS F. 1) DETAIL IS NOT APPLICABLE FOR THE RAY OR 12V X2.1V X.125' MULLION. 2) SEE TABLES 10.13E FOR ANCHOR QUANTITIES AND SHEETS 2143 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) EXTERIOR %I DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) Ew�°IN¢Wj0. O 0 NOTES FOR INSTALLATION OPTION 08 H: .......... 1) USE 2 ANGLE CLIPS PER MULLION ENO. CLIPS MUST BE INSERTED INSIDE OF MULLION, d'�la�'yA0EN3F .FR 2)DETAIL O: SEE TABLES I fL14B FORANCHOR QUANTITIES AND SHMS21-23 FOR HOLE z ,k. Nn. 55705 LOCATIONS. 3)DETAIL It SEE TABLES 156 OR HIS FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE LOCATIONS %q�•,'" f.� p {y.;• T AISLE IA MuIWn Ce 0B Teble O Opening Nlrhh(ferwrfwU"pM3110 MLft B) Or OpOngli, Haight (iuf hOr/elyapem'Ip mom) DON NF ME. TO 00N BON INA 140M INN I X2x.I25 ReOmnWW 10°d^gg0 Tnpfaenp. lvM((O ReNn0ly Wd" 9ePTINO. RNINWIv Iwdfl$$B Iroprawy 1m01g nennWNl mPilbem. Redmpler lnan0 RepRaNl& Inedm Rvurdmei mbn0 Mgm,,. Lmdn9 aldN D1 bedltl TNyTAem. lNdnO M.PAV lmdp owfas LNA00 RalW - LNAnO T-ORAN. Lwdnp P1Mur Tuba .MUIDon�'�� O 5�• b� � $@ImNq b � 3�' � $Ine&.t@p� S A� {$'LovMt{p 6 A� � g� Id _ _ [�' _ t[ d @t_ 5a S 11 _ Om 11"1 400 1 IT9.5 1 32 ORx 1 IN Mal W T0.1 1 IN 1 WA 321 592 IN 10e1 310 at NB INA 310 Sag IN INA 3G NA 400 IN.O 310 no 408 1N.9 319 TSA IN 1N.0 311 IBA 74.0 312 No 2N BRA JIR U.1 30T 030 313 07,0 3U MA 312 012 Na N1 3TA 3D 61.0 NI 31 3N 61.0 24 30A 312 OLD NI R3A 312 01.0 NI N813F UA RBI T0.0 ]N b3R Nt 81.0 ?m 10.0 ]BI 60.3 ]N 39A ]01 621 ID Tp 31A 281 113 211 NA 301 Iu 21p RlA ]N 19A ]IB ROA 301 103 RIB y Nm ".a x11 VA Mi NA N1 I2.0 ]0 37.6 NI N.B 199 9.9 311 41.5 1W iW 0..1 TO SBA 13B 21.0 20 MI 10.3 N1 103 10.1 Ni ]BI IW I9 mN YA 300 11] fA 310 3V0 Jl1 IN 27.t TOO 31.5 IS] 31A 200 350 IN IN DA ]N 30A 137 IBA 3N 0.0 1M cNN at 181 353 to D.O 111 30.3 I51 R0.T IN Too HB 20.1 101 R1.0 110 I 1N 1eA IB1 N.> ILA BSN 30.0 iN N.0 10 R1.0 1N 78.1 1m ]OA ILA ]St IX 10.0 IBS R1.0 IN I TIF 9] 119 til 1'A ISB I30 10.9 11B 15.0 130 1iA 11B idF 1&B 123 102 IN IBA foe I0.0 1N TIA 1T.E tlO to fof TABLE 10 Andrei BWmm 23A Overem A°1ryE°" 'A1C FkoWlrtcm VI•Ebp UANem Co eel 5.0A Lipp. 0IVEb0 W Tab10 be 1NIw CMY FMWY PTWm3 Mel 111'BBEW N1B'Elm tll'96 Eko 108I16 eIR61w1 N281etl YIB'Ebe NUmm 1N•EbplMim Apl(Xiemi YMam Apye(ielm Benn(O!)Bartn MOhOrCIp PBINInO Eap O4bAea# 1- 2- 1' tl? Sltt• 1' AVY 1' b111 S SIT S O.tl' 9.N' 0.- ecr.n l 1-LP 4.. INa' tSM' P IdfP 1dW 1 1411' 1.1/1• 1 1-111' 1-w Y IAP 119• WNs RANBNeU el."O.C.18WO1N mdwvp1T MIN 3NW INW 800W IBNW RNW 3NW ]51b 310W 3NW BNW NBW NI NRIm 6NW 11Nb IApbeD f.lYNh O.GI6mrAlm lvONeU COP Pm]k INW mu WA WA WA WA ]b IN WA WA WA WA WA BDW IySb N11m 11Nb IANlenG 3'Me O.G l0)NSMda dlpelPb]k INb INW ENb 16NIm 10NIm NOW NOIm WA INW NBIm WIN ISDb M. WA 116W R ANNn®OAYMF.¢GIUON. Wo.1]5'A1Ae.lFb13 WA NA WA WA WA WA WA WA WA WA WA WA WA IIllm RNb 1 AndVlFilplFb.63 195b 191b 311W IISW B9 tle 1]SW l101p I9Rb 310b 101m SDW Ir14e 110b 2Mamn®1.15'MN.0.C/FfAlplf .6: NOW NOM HIA WA WA WA ^.^1,NIm^ WA WA WA WA WA Nfb NRW NTb NOTE: FOR THE OFFSET CLIP• USE THE SAMGANUNUH HAI FIGUREI: FIGURE2: TABLE NOTES 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES ANDSHEET25 FOR INFORMATION ON LOADINM SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING MINE IS ALLOWABLE FIGURE S • • . ANGLE CUP MUST BE WED IN PAIRS. FIGURE4: FIGURE 6: FIGURES: LLJ� 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EMT DIMENSIONS. SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21ZL FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CCRETE SWILL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UONNIT (CMU) SHALL CONFORM TO ASTM C.N. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 600TS AND BE A MINIMUM OF.126' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.UY THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.126• T14ICKAND A38. ALL ANCHORS INTO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 010 S 912 ANCHORS INTO WOOD MAY BE STEEL, 18.86Z OR 410 S.S. =ANCHORCAP.- PRODUCTR6VISFD m mmPlTiwmlN Bm WNUa Dallamecm5 A9mPWlm Tb ) 'd�( BS Itii DNa Miwi eP ""• c Y 5) .,,• iT B705 i9? NO.B '1 n Liv1 FL 5 i°J L- ao� w,8Y � �fOS�eN � � EO VIIIJf<m°J tpp 7>j f�VU au��°m�p3q <Q �gg iT iF ps Nwfia uv�va •d � p R � m a L F AW✓d9� � s S a�� iV �� S $�gyR �6's$B��AISf 8 - n G e_ Ei E g s a 4m8 R LEs �w.aow�om — R io � (WOVWbR1 C R fl P 8 g g s 9� yaaj mv�iw ffi S S Fd 7� R f! d 8 yam, 88 1 s10 [i9 m m � o m E tcs�cwn � L� AP+�JVAP11 � gC np V e 5 g fi s � a.m��moc��a�AAi9 pie S aP P av+ao $$ b R p& R 9 Rema ma a s Y R R § ar�onu•ro 8Q $�r��i9�Ha e� S A S. a s �� Fweb�mw � ffi ffi 6: P A P 5 „,i?e asU$a8sep�aee J Npjc 3vo ppga&gas mF gaa<aa ''>��meaaa<aa a9$'c3Tt$93_'x �mi4Am;��am3 peg a R 755pp ayA�$3�3�3 �$3 •g<a<a< 3<g3F? 9 �.EEE<aa� _ r 8 m T _ry3a3m3 k �p6e II a g � ^iR3E3a�! fi " � ti' F3A Csa<a9E'� gng3g.f a gass<aa' -��R8389 m ao2 ' ®3 [V u mJ F Q },y•d <3 I 62 ��OFgW ON NOTE: FOR THE OFFSET CLIP. USE THE FIGURE I: FIGURE 2: FIGURES: • • 11 • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4: FIGURE 5: FIGURES: • II II • � • • Item V^"—AZ.^E ""'""""""' (,�CIRCLEDVALUESAREU5EUIN Ine WWI'lc UNancci �+. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADWG. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE EE SHEETS 21-23. N)OLESLION AND TO BE DRNLEDFIELD ON CLIPS SHOWN ARE NOT TO SCALE FOR EYACT IN THE FIEFOLLOWING DIMENSIONAL RESTRICTIONS MOWNONSON SHEETS 2723. 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 G90, WOOD SHALL BE PRESSURETREATED YELLOW SOUTHERN PINE WITH AN SG OF 0E5. ALUMINUM SHALL BEM163TS AND BEA MINIMUM OF.125' THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .OAS THICK(iB GAUGE). STRUCTURAL STEELTO BEAT LEAST.125' THICK AND ME, ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 010 & Al2 ANCHORS INTO WOOD MAY BE STEEL. IN S.S. OR 410 S.S. Na. 58705 TABLE4A MulOBn Ce tB TAbN WMr Opening WIath (1lxvar1JwW4paniip IIpbOW) aTOpMing XalgPlaOrinAmrlelyePeMlC @'NOW) SON Wln 701. Wh 9910 1Nln M!, 140M MR, wall. ^efb�Y TeRMm& RBSIm.BWm TmpT@p. RmhnpOu TOpTOmp. INcuIIBNu R.Wo TO URI0. RAD1"Ild I TSpma,% NMI, Bf TIp'MmB, loolenpll. Tmp'iBmb. Laare Rm1mRAw. LSWp PSPrMmB. LOeare 1%ITS. Ima510 LWre LmMO l0ean0 leap �re LWare Lmdre LWare LOWre w, wall, wall waft Lma00 bh j17Uj BS 1 17t.0 I 125 170.0 70 1171101 1MA BW RDA WO 1MD an l7c.01 SIB 170.01 ilia 170.0 6N iM.O 1 1N0 I Inc, 1 621 170.01 1IN 17aa 1 521 150.7 ISM MA 521 1Wd 10N IM.O @I bh JIMI 1W I Jail BN 110A BW 1M0 ON 11&0 B@ 170.0 WO JT0.0 11W IM.O WI 1702 1275 170.0 %7 1704 HIT IN,0 OW 1/1.1 UiT 1111 WO 121.5 HR IMA OW 1N2 1111 R0.0 BW W.bSN 110.0 TIi 110.0 6W 1M0 SBa R0.0 W1 1700 Mb i10.0 WI 1MA 11W IMO TW Ia20 12m ITBD 7R 1bA IM0 170.0 7W HL0 @W IlOA )N tNA ISO I10.0 IW IRS 110.0 >N Nh 170.0 7B1 170.0 B12 1MA ON 1M.0 591 1M0 Ilia 170.0 IN IW.1 1I]0 170.0 BW 1A0 MM IM) W7 IM.b 11M 1700 BW 1= 'IN R0.0 @I Wl 11N 1MD WI Imo W1 WN 110.0 eW R0.0 ]01 tb.6 %6 1@A Mt IM.S BIB 1/M N1 IW.O BIS 1220 ]M %.B BIS trio M0 %.B BIa 1186 7M 732 915 1f1A 7H @A B16 IMA 715 11M T16 IM] Wf W.B SN 1122 @0 OIA am Im.B W2 iS.B BW BBA BN @A W W.3 BIB N] BM W.1 NB W.1 NO y Wh 15fA 1W 111A MO 1ffi9 SW 1]0.B BW 10p6 AN 126 W.1 NI ]U ibi W.1 10B W.0 m 81A 0W 55A MT M.0 SW 112 lR l02 bl I M2 MI q NN i]21 MI 110.0 WO 110.0 M7 11D.5 BW BL] ]% IWB BH @.B T@ Bb 739 5]1 WS BY WS 511 N] @9 SSJ 1% N2 1% ,f MN 101.1 Bb 1pBd f@ M.e BY BI.O NO Tll BN M.1 We U.0 bl Mill 611 N.0 117 Mh Wd 57I W./ 411 M fill MA 11! B . 111 B1A RB N.1 571 BOB 111 by @I WS IOI b2 fill B1.B 16B M.0 6fl b.l IM 612 @.1 15O @.0 ]R !!.i NB 141 N2 51d35A10.0 125 2M.4 414 bat N2 MA IW OT.I {% 20.0 J]I 2I.T bi ffi1 ]27 10.1 b1 N.1 ]2] IBM IOI ffi0 ]IO Nt 6t.1 {% 0.7 NI bA 10 414 WB ]T.2 10) N.O NB @.b W7 M3 ]b ffiB 1% >tt 9M M.0 M.1 3N M.I ON 31.p ]51 21.0 RN 17.0 ]N 21.0 MO Ibd ]N 10.2 2N W N b.I JN N.1 ]M 9B0 NB ]]1 MI N.7 JN NA JW ffiB 11O M.0 JW iWh WL 2@ MA 255 31 2@ MA M1 tld 3@ 226 Nt b1 MJ IS. 211 10.1 2W IAO 210 15.1 2N IBA AI IIIh 27.1 211 M.] 242 M.1 M7 MA 2M IBA MI N.O MS RA M7 163 Mt 15./ 3W 18.5 MB 1MIn 220 2M 1l.M 2M 10.M ]]B 151 301 10.7 Z2B m2 F. TABLE 413 Anchor BWN4 ]k UvaN1 YICEkeDIYmm 1N•EhONWem Ca tel 16ICP'n d1PEta UUcb Tehla luni HII. v Paw WB PTW�W# 111'BB EkO N16'Eko 1f1'68 FYo limit l EAnOParCllpPetlamB YI]•Egelltlrsm IN'Eko N4mmfly pMem ADDrtGelu 61.05)]Fb<H61mkMk 1' YI? 1' bl? 1V0 1' btrf1r' T YLT T 010' EmrNnN [ 1AN• 1.Y1'''T t1T ]A4Mm®I.Ie'NN.O.C./BWbuSwOM1BI OIppb.lj ]92M ]%M 1@Im 0%Wc IWIW N06f 2WIm ]nib 11Db >Illb 0911N W]Im NI RO N214 91 %elm 11Mb IAONwt®1.IT Am.0.0.18omWIW paB11D50ffq�2k IBOb iNb WA WA WA WA ]00Im WA WA WA WA WA W3b N 1MBlomfaYmu O.C.f Pla3Rpo Wmlffb. ][ ib RS 1Wb eWb 15Wb teNb NOb W]Im WA Imb RBIm ee01m to%Im W2b WA Tleb 715M 2Ammn ODM•Ifn Q4/UCp.4e.12SA2m. piD.1i WA WA WA WA WA WA WA WA WA WA WA WA Tlllm MDb f A4MfP®Bffb. SY iWM 1IVA 235b NSLb WRC 1J]M WOb ITrb ]MG 1%M M]Im IM61 1Mb 6Wb 1 Amlq^®1.16'Mh D.CIFLII (FID. DJ WDNS ____ 95B Pr _...__..._..__......�.. WA WA WA ........�........nn..n WA 1@b WA WA �•Z WA WA WA Nlb INIm ....... FORMULATO FIGURE I: FIGURE 2: 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. -1 Loco' r^ "� I C0pi41100 %am Cl-, By ry�me M. ISdo\II f ll yy IGURE 3: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDa3ROPENNGWIDTHS ISALLOWABLE 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 DIMENSIONALFiESTWCTI0NS SHOWN IXA SHEET&21.23. FIGURES SHOW SUGGESTEO, APPROXIMATE HOLE LOCATIONS. 2.160' I IL ?1:'�10ENSF '•,P i T1;Q/' '•1f �� 50%05 •. _ ANGLE CLIP MUST BE USED IN PAIRS. FIGURES, FIGURES: rf11��II II II .I • � 4)SUBSTRATES, CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TOASTM C-90.WOOD SHALL BE PRESSURE4REATEO YELLOW SOUTHERN PINE WITH AN SG OF 0.53, ALUMINUM SHALL BE 6083-75AND BEA MINIMUM OFAW THICK STEEL STUDS TO BEAMWIMUM GRADE 33 AND.056'THICK (18 GAUGE). STRUCTURALSTEELTO BEAT NDAss. CH ANCHORS INTO METALSHALL STEEL. 1TEND "S.S. TLEAST 3SCREW THREADS BEYOND THE MATERWL#108#12 ANCHORS INTO WOOD MAYBE STEEL. 1885.S.OR 410 S.S. THE MATERIAL so- 1'X2.15'%.050'MULLION /nNa. :-R •.r'fA 8 1� :: 7L` �P�'., lS gf.oF W , %T�(. '- RORIOP.' (j=C Scs I v ire�UNnL IN551 A. LYNN MILLER. P.E. FL P.E# 58705 FIGURE4: � HOLG JM Mullion Comalt, Tabia dulfel Opanina WIdB, (fOr5AN080risp8RY1O Na, MLN=) Or 0ponln3 H. BJb IIlt(wr2nAmN3BY-SplrcirO 1001, MLD=) was oob min 120E 1101, look, 1°a9lea-' R Lgai v baan0 Bepl0ivq. LOIdro &.6WV LwMO TIR%an0. Lmdro RwlwWbr Loft rko" . Wa0rgg0 RadVAdd IMAM". LNdnO Raclwpav Looks; TmTlm4 Iw4ro wdwBAer LmOnO TapmluN. LNOnB Rw.mnWly tavGr4 TpmNO. RN1an0Y0r Ld TvpfamB. RwIw40v T4Vram0. kgiq ribo MBB '� 3 11 �'.0i NLowta �''� 1111111111112 S� OTLas"LUJM �'� 0 3� kt� 42IS 13D.o an 1170.01 as Ina 1 rN I70..0 Ira 17001 am I Irod I M➢ Inal Dm 1711.0 512 RAO I Nte I Iron a21 InDI tuD I Im.D I 62l I7AO I 1N0 InA I NJ IraA I ITIs 1170.01 a21 IMAJ IOm noa 1 NI Nb flOA Im tla0 N+ Ina ON 170.0 OR Vn0 AM Ina NO Im.O 1133 1m.0 a01 170.0 1n6 170.0 On 174.0 Im 174 8BN IM.] mn 110.0 aN IN.1 1611 IMO ON IM2 is" 110.0 OAO N.6min t10n r1T im.0 503 lineal N6 Im.0 01 IrOA InN king ON 1m.0 tin 1r4D rm Im.D taw 1r0A rIr Imo NN Ima 1N IN.1 Am BOA rN 121.6 IIm INA 1N IN.] 1+m 17U 1N NF Gao ]% Imo %] 1m.a AN tr0.0 NI Ink tiro nD.O rN tm0 Izm Im.o em 109.t I+% ImA 9I] 1NA 1wI Imo eN 1a.e Nal aoA NI tm.a Awl 170.0 NI mA lot I70.0 NI Nan 170.0 60 IT0.0 701 1m.0 1mi in.0 1w 1606 11N Na0 Srs 1m.1 IIN 101.0 @0 1m.3 11N 164O B1] 111A 11N I10.1 Bf0 m.6 IIN 1N.6 Om >BA 11N 1N.5 Om 00./ IIN t+15 ooS NF NAO AN 1m0 IIS 1N.0 1010 1m.0 ON LTA 1DN IN.S aN 11BA IOw 111.] OIO Igo' w10 N20 ON %A IOIB 1145 6m ]B.p 1010 11BA No NS IWB 110,8 01B 6BD IWB 1162 BIB .5 q oob INS A•A 110A r30 Van A65 151.9 sal I'll BN iN.I 103 1N2 ON I21A n5 B2B AN 11?e 1N NA O55 IM4 IN NA BN Na iw N.6 NS Bai IN at AN m.r ]+a 9 r1F 125.3 US $N.o a% WSJ Bm 111.8 vN %.0 am 101.1 a10 as Na %.2 aN ]IA Soo N.0 NB N] N3 ma N2 US am 722 %2 IS.B 03 'A 623 "'I NO N.r m1 70F tOBA ttl 11/.1 NB 0I.0 tti 97.0 ON ]0,0 ttl 0.1 6m 803 121 143 8% Ni '21 m.1 6N H.0 tt1 SSA !i0 w.5 rot NA NB N.0 mi NB 6N 2/.1 ml N.I bw ISb 191.0 ON w4/ 6N BL2 NI NA fiE M SN IDA 5m all 0M 1A1 BN N.1 BN NA 6N m5 B NI w.l a01 51.1 NI N.I ON 6/d 6N 31A 0a1 NA N1 Nlr NO 51/ 01.9 IN RD 61/ 673 NB N.0 514 N.0 N0 41.1 514 RD N3 003 SN wA w1 US IE mA 511 N.D 412 mA 514 NA IN ma 51/ m.0 Im BOb NZ IN N.1 IM w1 IN NA 3W 3a1 IN w.B m0 mB 163 041 9N N.1 /N NA ]16 31.1 913 123 IN m.a 3 i0A or M.2 sN I" 19A m.8 NS look, Sat 351 N.B>E 91.r N] s21 311 2rD 35i 1a1 S@ m6 m1 242 3m 31.1 95i 22] 3m 100 $514137A A 2N 100 W] 1SA m9 106 34] 162 mi 11.0NI 16.0 1N III aI 941 9N 34A ]m m1 NB m.1 Nf 340 NB 141 ma 11.0 3N m.1 10I 105 NI m015A 291 Its SN wA E0 125 9N f1.0 3i1 11.0 3N 13.8 mB ImN E.1 3N m.2 2N nt us m.] mB IAA 2A9 m.! ffi 1).3 2M 1M us 101 20B Ia3 31B 11p 0 2w 1f. 22. 120 210 B.0 m0 11A 3]0 A] 2N IDA IN An%iorCOp Patterns 91®IIIDIe ue fee aawwF. biC Q[D .. Vd'OS EkO Vf6'Q<D vPNB[o B10%N akavryp6 &1CD[OUAre[m V.-W.UmIng UAtxN 9'16•D[o UWmm v/'D[oUAvc4t IAgrDdor Ubxm AWn09V St441Ba)81m.°m5) Mod Srda(OD FgLO[IMeON P aNz t• zNz stlC t' zNz P 2-uz z atl@ z D.b' aM' DSr `)%MULLION CAP., 2)=ANCHOR CAP... USE THIS FORMULATO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TORN ACT UAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUOLFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE is FIGURER: TABLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THETABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEARINTERPOLATION BETWEEN MULL LENGTHS ANDZROPENINGWIDTHS ISALLOWABLE. 1-1.000'-1 aim. Bmmd3 [vaD A[c5B1°owrw lb'e218.1 im Dale j DY NB Dada Bt 1911 tA1\I IIIIII/ `"'Opl ....... 74(,, `•.'P FIGURE 3:EXACT 3)MULU0N ANDEDRILL MULLION DFOLLO ARE TO DIMENSIONAL R STFU TDIMENSIOWN ON SHEETS 1-23. FIELDXIMATENGATIONRESTRICTIONS SHOWN ON SHEETS 27-1d `�` ��'; • VG[NSC • • • • HEFIE HOLESTOSHOW SUGGESTED, FIGURES SHOW SUGGESTED, APPROXIMATE HDLELOCATIONS. _ :+ Na 50705 .• ANGLE CLIP MUST BE USED IN PAIRS, 4)9UBSTRATEB: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRE PATESE SLIDCK UNIT(CMU)SHALL CONFORM TO ASTM C00. WOOD SWW. BE PRESSURE -TREATED 0F.125- .50w 'b•[.� y F b : I '�' S1ATE FlGURE4: FIGURE& FIGURES: YELLOW SOUTHERN PINE WITH AN SG OF O.M. ALUMWUM SHALL BE 6063TSAND BEA MINIMUM THICK STEEL STUDS TO BE AMINIMUM GRADE 33AND.OIS THICK(IB GAUGE). 5TiRUCTURALSTEEL TO BEAT BEYOND 1'%3.126' X.LLION) ON (1•yF MULLION '•. '. �`�''•F!,ORI�P,G LEAST 3 SCREWTHREADS LEAST TERIAL.#10&026- THICK AND 2ANC ORS INTO INTOWOOD METAL AYBES LL STEEL, S.S. THE MATERIAL. g108 q12 ANCHORS INTO W000 MAY BE STEEL, ISB S.S.OR4109.9. '/S r 0NAlLER, A. A. LY{•I(VIMIP LLER, TABLE SA MYWOR Capacity rpem p4am') Oponing W iltrl gm SBNra%sPor0N91nlablu) mN Wln 10N mN or Opening Holgm(ror BON la, NmnleN4PBMng mWome) AWN 13aN LION IwF 1 x4x.125 RWtmWm Laadtro 4epTlmp. LBN$rydd weNroAN ImA10 IIayaluq. LNpnp RMNWIr laBGro pwM NNnO Repl^^Wu IOBM$$$$B 4mTAery. IAaMa Am as laaFp TmpIXmO. Laea$roaa ReeWgtlu LNdp TIapTM,g RmlenWla 1-016M 4glrnory. LeWro 11ecN�gJee LNdSB TIegRIeM. IANNB Raclnpeu 1^Ba^#$B' TrvIdess Iwa^0 oadia. 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Y 111C Y Ob' Ob1' 0.3N' ET1e60N YLI' IYY LNI' 14C Y - 4ll1' L1N' 1.111' Y IaIY h48' 'erAS TAmMRNUVMN NBtiq.lexl'. ]Pom ]mlEe mm BBOim 1 Alm n01a TmN ] m t10m nllb 6B11m WBm Nlm 11]b NYm 11mm .4'emere""S"s IAmAM®T.2a'Mh O.C.IBYmaE (apNe0W 6q ]k 1mm Isom 5Nm 14101a main WA MIN WA 8mW WA BmIN WA wTm N>Ib 4x10m BMCFys®1.ISNF.OA/6VNeJ(rcO®r11CAp 6q.IL Omb 14M IN WA WA WA WA imlb WA WA WA WA WA IYJm ltmm 11mb IMtMr ®]'Nh O,G/M3HaAlAie(�f/Oq.6k MIN ]Mpv OMOm I+NOON IMb 90b SMm WA Imb Iwm NTM 150]IOe MTm M]Im ImOn] BAmM®]'Mh nGINNBNgN Om/PH 6F 1170m II70m taAm 2HOb 3NIb NOON NOIm WA IIIOIm 11TTm 1]mb mmW ImTm 1]Tlm loam 1 Arcmn ®OA6'mA a.GfUGh NIB.MS'Alm.(ib: WA WA WA WA WA WA WA WA WA WA WA WA WA WA 41]IN WIN Mx.m'Mh gCIF4Ap Pq Br 150m aNlw W.- m3m 4Nb WA xMb WA 115m WA 110M WA N1m m51m IAmnm 1.fa'NIa O.C/WI IFq B. Al MAIN TOMN WA WA WA WA -IN WA WA I WA NIA WA MIN I 11mm WUIC YUt51ttC VlraCl u.11uac .............. .._... .. _ TABLENOTES: FIGURE I: FIGURE2: FIGURE 3: FIGURE4: FIGURE& FIGURED. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLESAND SHEET25 FOR INFORMATION ON LOADING. SEE SHEET$ 2-4 FOR NSTALLATION METHODS. EEN MULL LENGTHS ANDIOR OPENING MOTHS IS ALLOWABLE • • • • • • • • • • • • • 3) MULLION BE AND MIN ULLION CLIPLD S SOWS ARE NOS TO SCALE. FOR XACTDIMONS NONNS, SEPP SHEETS IGURES SHOW FIGURE& FIGURE& FIGURE?. SUGGESTED, APPROXIMATE HOLE LOCATIONS, • • • 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS. HOLLOW AND GROUTIFLLED CON ETE BLOCK MIT U) SHALL NFORM TO ASTM C�. WOOD SHALL BE • • • • •� STUDSEATED YELLOW TO BE AMNMUM GARADE 33 AND.0445-THICK(1B GAUBE �) 9 STRUCTURAL STEEL TO AND BE A MINIMUM BE AT LFAST.SRS�THICK ANGLE CUP (FIGURES 588) MUST BE USED IN PAIRS. AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL N10 L AIB AwnNoRB INTO WOOD MAY BE STEEL. IN S.S. OR 410 S.S. .ANCHOR CAP... 'K ST8'//00055�, '0 a- '7 /1SIIb A. LYNN MILLER, F FL P.E.N 58705 JAM. IM MulOon C.pully Table Obalej OpenlnBlATdth((OrR15mlgepWring Wh MH rah Wen mW.m)Or0 go nInBHeipNBOrmbTArt037epemir81mm5rR) twh IRen 1401, 1601n 1 Fd F.bTe ReleredV IpeOre TnpfrNnP LOMna Poo1MWlu Madre TlnPMM LmRna nalmPAu lm3ne RePT8M0� Z.Z R Oftr WOha TnprMenP uldna NOImpAv ImOW RapTMre, LOISDO fleeWp6m 'IWAre Tn(In1eM. Lmsp nephz Lmsre ugVer mla T-''rtl p. loeOrB `NI%u LNRre Tap'lllvq. U. "Sauget 11fill, 1,1 � 111 Aa ja lg hI hI ICWHO! a ffill, Qln 110.0 Bm IRO w NOA rN 17BA ITS 170.0 BBB 110.0 bN 1R.0 eW 1I60 e19 1R.0 IIIB Iro.O 631 IRO DIO 1R0 WI 1ro.0 NM N0.0 WI 1- 1R5 ieI W1 DOA IW3 IRO I21 Z. Nen DOO RB 1= ON INA w 1R0 IN IRO eW 17MD WO Ira0 I1N IR.O eel 1ro.0 193 IRA BII 1RO I'll 1r0.0 ILO DOA 1>m IT0.0 MO /R0 1N] 1r0A BW IN. xW4 1RA mBID In 17" ]Q Bm.O W] IT0.0 Me 1R.0 BJI DOB 1WB IIOD eW 110.0 11W 1R0 '(f] 1R.0 1W! IR.O 747 1R0 IIW 1100 1W 1I0.0 1TW 1r00 lC0 IN.O IWB IRA IN le 17U rM Mln IRO iBr 17LO 012 170.0 BBA IRA B91 90.0 1118 II0.0 7N 1]00 193 IlOA W> 1ro.0 1w 1)0.0 eR 1T1.0 16W 1R0 BM 10B.B 1}W IRO WI 19.1 11N IRO Wl B 1roA MI Wen I}OD WS 1T0.0 roi 1WA IN> 1r0.0 19 170.0 12, 17CO BR D0.0 1417 170.0 M4 174.0 16M UND 9Po tN.b IB1B Iro.O ION IRO 1010 D0.O IOW tH.0 1319 170A ION61B 1RA IN] Wh 110.0 WO 1.A T5 IR.O 111e IR.O ON DOO 1No 70.0 MO 170.0 IIW 170.0 1013 MIT IW 1100 INS 111.0 IBQ 110A 119 IIT.S 161x 1We 11W 100.1 iMR IOTA fID1MS N]B 116) p Win 1R0 WI 1R0 TW IR.O 11Bi I" BW 000 1N1 1T0.0 10W INS tIR D0.0 10W 1Q8 iN] 1WD IUB 19A LIT! 1WA 11N IOi.I Rt1 t1Td I'N SIB ME 116.0 11W]3 116.0 IIW Tlln Ra.O D0.0 IOW 119 DB.O SrOA BIB Wr t10A IWD 19! 11m 1R0 1W.4 IYR 1013 1WB 1202 1]30 JIM t00.R INA 1101 BW 1R0 111x 1]R IIM NB.O D6.} 10R WB ID.] W.l 190 I1W tAD 116.]WI IU9 10.8 B0.8 1130 11W @AB 101.6 1We 8W W.0 TIA 11-H IIW 19A W.0 ION BN ]bA W.1 1N0 I1N 1120 W.1 101]N s91W j."4 113A 01>Wen 101]Wln IK1 IIW 170.0 No Im.4 110.0 11N 1R.B M} ue 11W 11se Wt a9D 1124 IN.e BID WO 1124 US SN MA 11W 59.0 BPo W.3 1D/ MJ Wt124 Ws SNSol. lost BN 111A TW e0.1 S I'll eN Wt 721 WA BN RA i12 W1 Me WB 702 M.0 Me 61.4 OW ISA SM MA We NO SN WO FWN 41.r 00R Seen W1 7N BIA OW i4A o 013 rM e)3 M1 Wr }I! We WI 40.6 TIR M.1 Bri H6 id Ie.S e11 xT.l }Is 463 BW ]1.B 11] SBB 6Po4R 0}.5 eB4 1Nen 111h 810 57.4 me NS W.B W5 6N SW 03.1 43.0 &1410 9 95 NRB N.1 ILO CW 6N Ne IBA I30 33.1 513 457 4R MA NO ffib Ms WS RS 41.4 NO 'A.0 WS 400 414 Ms ]3.0 0.5 M fW ITS 37.3 MA R.B 400 Ii] WB ]t.3 38.0 all IN BW Ile M3 JI.] x4.5 4W N1 IN N.1 31.0 19.0 IM w 476 A.B 9.1 21.1 NI2!6e3 491 w NA I0.] MS Ili N.e 3/.] IO> IRW NO NI1Mh ISO SW 91.1 2R.4 w N3 ffiI ]W ffiT WS RRA 1 160 3]0 11] 38i 1s6 NO D.0 RPo TABLE 713 AnchOTCO 6UM1u1e . 21t U... VIVEtpQ-M 114•Eto VNOAI aeI 10t CVw. y1P Ebp WVDD TDblo IOO Hmm W11 rI1m C31D PT MCMI Vf nD Eto NIe'Elee 1H'68 E9p SIO DIpr I1RBbl 41RSUtl 3'IB'Etp NOVM 111'Eta UOrteM AAMIDM UArt[M PpYel+1>BanV(OS)&rtw 5]51 DwV(fi7+ An0110rCOp Pxtl9ma 1:6y a.levn(IR 21? I.x-1rt svC r 34T r R-tm r svT r O.AT aSF D.W Emb1nM1 TV,4x11• IJII• LYI• r 1.1/1• Lvr 1.1H• Lur t.vr 3' 1.YY hY5• Vlb SPWMn GI.iY Mh.O.C.IBbMvdv0e901Ctlp IFb�te3k ]Pob NIIW b1 BNI IM b Ri01m RNIM SN Im 1Mb 3W Im IM MBb MIb IIRim I00b 4A..FZ2VMx. 0.0.IDWMf4k]ITMIMIppl9.]F xWb TWb No. 11101M OWN I WA WA SNBu WA DWb WA Mxb BW Ib 11Rb 910b S ArcIVn®L1YMh 0.G IBmA•a IMOOM10Op PM.Q MOM 1100IM WA WA WA WA IWb WA WA WA WA WA NWb IINb WISt 1120. IArclvn®YSBn o.CIR1ID15Ngb ffq/Op. sk iN IN xWb NOW, 1N01m iLwim mom WWLe WA ]W be IlElm BWb is9x1M ssxM 18LOb 6AwtwaQ3 WM10.Gf RI RaSAIgbmW101J. Dk 1f]OIN I1TOIm IMIM xMDnvf iMl1u 1110G MOb WA IIIOIm 119 Da 1#J Ra RSN ON 109b 1]9M I AMIm®O.IY Mh.0.ClUQIp. Wp.lN'gmL lfb. ik WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1q]b MMm 3Amhvp®R.E'Mh.O.D/Fixlp Op. Dk NOb NDb 3Y11M 151 411- NIA xBOW WA ]I51W WA NOIb WA NIIM NxlSs 1iN la INwmn®1.15'Mh.PCIFdip fb. 9k 4Wb IPob WA WA WA WA 9W IN WA WA WA WA WA NSb OWb NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PAT THE STANDW TABLE NOTES: FIGURE I: FIGURE2: FIGURE 3: FIGURE d: FIGURES: FIGURE 9: 1)SEESHEEFi 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 MUU. LENGTHS ANDOR OPENING WIDTHS IS ALLOWABLE. CT DIMENSIONS. SEE rr- np npo 1XI • • • 8 oEEFL921- ON 3. HOLES TORE23. FIGURES SHOWTHE FIELD IE DFOLLESTED,O PRND MULION MIPS SHOWN ME NOT To SCAM DIMENSIONAL � I HOLE LEESTRONSNS WN ON TS FIGURE& FIGURES: FIGURE7: [-IF][ BSED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (MU) SHALL CONFORM TO ASTM M. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE BOSYTSAND SEA MINIMUM OF.125' THICK STEEL STUDSTO BE A MINIMUM GRADE WAND MS' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125' THICKAND ASS. AU -ANCHORS INTO METAL SHALL EKTENDAT LEAST 3 SCREW THREADS BEYOND THEM k108 q12 ANCHORS INTO WOOD MAY BE STEEL, IBA S.S. OR 410 S.S. IT is .ANCHOR CAP.„ A. IJA. 56705 FL P.E.O MuIBDn Capacity Table(11,01*1 OpeNnO WIDth (10i9DrflW*SpalFBr0 Monte) or Openln0 HaIBM(forroAmrteP/apDruil9 rnUOon) 1Win INN BON )ON NN Wh NON+.i,&eX en9. PnImPBn LNanO ImL lwaW bBtllW P001erypIV Inemt9 RepTIBnB. IoetlnO Raelm9det IdatlnB TrtP1AenB. LBeMO Pal¢nptlu batNO RWnlen6 INtlN RMenBYIP WWm ReprtAWO laetlW Peew a WBtlnOLSetln9lmtln9186' -ejnO. 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FIGURE 6: e ANCHOR GAP.- THE'ANCHOR TO 1-1.250'-1 TABLE NOTES: SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATIONO ON COMING. 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 ME NOT TO SCALE. FOR EXACT DIMENSIONS, SEE a+w SHEETS 21-21 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 9HOWN ON SHEETS 21.23. FIGURES 8HOW SUGGESTED, APPROXIMATE HOLE LOCPTIONS. ,pgg 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND ,GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 080. W00D SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.B& ALUMINUM SHALL BE 606346 AND BE A MINIMUM OF.125' THICK STEEL STUDS TO BEA MINIMUM GRADE 33M0 115'%A180'%2B5• MULLION .OASTHICK(18 GAUGE. STRUCTURAL STEEL TO BE ATLFAST.126' THICKAND AM ALL (+-1N'VF MUWON) ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 010 & N12 ANCHORS INTO WOOD MAY BE STEEL, I B.S.OR 410 B.S. Nu. 50705 •' B. EO � . ........... "10NAkE`� A. L{'if QIL1�n, P.E. FL P.E.N 68705 TAtlLE FUA Mu04n Ce IDlry T9bb (41M3 Ops.la0 WI41b(rarwleal"pamllO 08N MOSOM)Oro enlnp X•ghl(b11WAi9nWP)+p•min0 BOh IWN ISM.Na) WN BON WlnI IWN LION Imh 1.Rf M}.RB RBo1Npl4r MssS5�ey@a TnpTluq 0.anlglYr ToWTOW L.WxD@}rn JW."r uW,RFIB Tny1Nry. Laaffl, R.IVJ W Rangee u,n ol",,@3 WelOnyNr Le0lro Tnp]Ouq. LoaeM IT=, 125D3LYgyq TnpTImD ReelOigWN Tnp'INW NwhnOAr LVVJ Tlp')Nn0 tAaJ Roabq it Lm6ey9R.SGpy9@ TMB)Nry, 1.100 pB,��pp p9laMyGp p$ gp 4a $2 ®p 3 4a $S gF,L 5@ 3C W1111 �S i1 pq sSWOYgep 9@ 4a iC .LScnlggro fl $api i@ �LSCmdrJ. 4@ d 9p ! 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AWOSSUR Ulwem AIDJAWIN U.400 SomYNl1 Galas 05) MOh0f C1PPOMSIIIS Eqp MWel On 1' 2.1/i 1• LUS S'B 1• I. RA'. - Y 0M' SN' = EmOMlnenl N I.-' LVP FLI• 14V Y Bill' .e,- 1-011' 1-0N' b1H' 1-tA' S 11 13'0' WYe 3 AIWm4®1.10'MIn QO./BIBI4ueN0lNIQgIFY/.1L ]WIN W 1WID0 4• IMIIG ROb RwW ]MIW ]lolls T1W) OM IW BW IN N1W 1121W WeW IANihn Gl.fY Mn O.0 ISIOrAM(NO®e60gIN.R1 1W BN ]W On WA WA WA WP 8804• WA NIA WA WA WA &]Im at91M I1R04E 1 A0NVE0>'Mh.0.GIR)h6A]g4(RyelIF4 JC 1Wb IWOE BBDW I.- No MOOD 6WW WA 1WIte 1104E Val ROD 10WNE BRp B05W IIWM B Artmn® SU9M Q0. I Ul7Mh4.10Y Wa. Fq. 41 WA WA WA WA WA WA WA WA WA WA WA WA WA BWb 1 /wblFaglFlifk IWPI IWP RW4B Nf 4s S]P lte 1MM 110W 11110E ]Nlb 1B11b 9Ylb Il]IN 10 11q NE Wllb RWW RAmee% 1.16.1.61.O.CIF.tlq N}61 2N 2a JN [e WA WA WA WA 1W W WA NIA WA WA WA MIN M. W. FIGUREI: FIGURE2 l -;-T1 GURE3: FIGURE4: FIGUR•'. ANGLE CLIP MUST BE USED IN PAIRS. FIGURER: TABLE NOTES THISFORMULA ANCHOR 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR 00 ERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION MIPS SHOWN ARE NOT TO SCALE. FOR ENACT DIMENSIONS, SEE SHEETS 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM GSO. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF OSS. ALUMINUM SRALL BE (I() -T6ANDBEAMINIMUM OFAD0•THICK. STEEL STUDS TO BEA MWIMUM GRAOE33AND .045• THICK (10 GAUGE). STRUCTURAL STEEL TO BEAT LEAST AW THICK AND AW. ALL ANCHORS INTO METALSHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THEMATERML 010 S 912 ANCHORS INTO WOOD MAYBE STEEL. IBB SS.ORMO SS. .ANCHORCAP._ 125'X3.2SX.1DU• MULLION �. \GENSp••• ;FP 1r; No.55705 TABLE 10A Mallon CepaUtl TeAle (m101') Opl on No (b11mN➢MMSpain Sal NN WN ION BON %F Ins, loss, HOT, INTO RL PB iSLwASV . pv[I� WW TtlwdN. Re ae� 9 P n0. RL.ff P� ANnp. Al RIOMSa M� v T'Ludg. RLeSIN9n P w�. 1254325 O Lood Jo. 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FIGURES: p 4070 TABLE NOTES: 1)SEESHEET 1 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 AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE DIMENSIONALSHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING SHOWN ON SHEETS 2123. FIGURES SHOW SUGG STED. AP RNaMATEHOLOCATIRESTRICTIONS LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (GMU) SHALL CONFORM TO ASTM C-00. WOOD SHALL BE PRSSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF Ill ALUMINUM SHALL BE OD63-TS AND E .06TH1 K(8AUGER STRUCTURAL I RUCTURAL STEEL TO BE CKI STEEL ATTLEAST 2STHICKAND A36. ALL�D 6' AN HORS INTO METAL INTOSHALL EXTEND MAYSESTLEAST3S SCREW TEAD R. BEYOND THE MATERIAL. 912 WOO =ANCHORCAP.- THE'ANCHOR 1.2SX3.25'XA24' MULLION THE A. {T Np.BBrDB • IAtlLG 118 Mu018n Capatly TeWa (b9AT') Oponln9 W1dU Qar]Ydkeyepen]Wm wh win 70In BO 6] MWNA)UOpenlny HOlphi win (blholWNeOyADenNIg 100In mJYcm) 1mb How ualn 1]6 X3S4 Rw1uNWm LnWn9 TrmAYlv,. 1ewDp bflrMAtl '02, TmplrAs,. taeen9 Roow9Nu LOWty Treplrtlmp. to14a, Renlv,uler Low, TmpTtlwp. Lew, bderylrr wan, peprtAwO: Naar, RlnwOwr Le.e, inpTAerO. tewb NVIe,Aw taw, TnpmAuO. Lozano Rrmvnaaer Lene S imP9Nn0. weeW Rwrv,Aer In. TrpT1Nq. LeNh9 X.Ax1 AIum.TUbO '� ¢.. 'Q.. F %.. $ $� ag $ fade 3" $.• 3� 1 6 �.-. �� $ A �.. 6•$ '� to �.. 46 Hg is § : 1?� tl� % d �$�Ss $� 8 '�� J '�.. J $�35 3.. '�.. 'S �.. 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IIL9 1568 ILIA 1Nf N] IsnB G1.] IM Na in, In] ISu 117 1W 111. 1119 ,� amin 1m.0 1161 110A wi Im.O 1301 INS ttu I56.0 16a 16Y] ta5 INA IO1 1M.0 #zl tx1.2 1111 119.1 t1M 1H.1 "IF 129.6 list w9 11a 118,9 1tM 11.9 N11 110.e 1150 K1 lBr 1NA 11N wb 1120 I110 1155 BA6 I'M 1111 101 9N 1014 Ilia 107.9 Ali H.o Ilia 9AA 9% 70.9 Ilia 11.5 9a 11.0 Ilia 00.1 DID am nto 71.3 in, w.} 1110 65A 510 MIA 1110 M.i 110 96N 1f2o 9a Im] em B1.6 ITS 101b Bw UA Bib e9] 2 n3 971 m.5 en OLO 9i6 M $17 N.5 ITS MA M 4" 176 61A 199 AlA pis M] an TA6 96 491 767 IMie 1111v B01e M] mi 69.I nl Im 6N wA a] Stb 6% NI N9 696 611 ILI ❑i I]0 MI i0.1 KI 61] 8w 6w 5w K.1 N.i 13A Ir1 M MI 613 56] 11] 47I 6 Nx 61A 11] J1.s Ili it. 6N N.] NA ]9] NI UI 6N ILI 12.I 30 al na 611 too I, m 60 en Sn am RAS no ai 1N n1 NA 41.1 J12 NI 114 wl N] US m.0 111 1m In )aB ]SB al wr w0 619 EA IDA 31A Irl na 9a Jia x41 II9 6A w9 up, Ml u at m0 M #.1 nb #b m KI w1 u1N NJ I# OF N] xL9 NJ nA ]% a.1 1# x51 ]90 SLi 1# a.l ]w 19] 11J wn ]01 tl.] 1]l Ilx I a, TABLE 11B pnchA"DAN'ryTehlelwq gaalu 2n(AANd. 9MCRL eNawu nwwu K And NYD AncharCXPPAttoms Embdnml n LVI• tJrr Idla•K2-� z Lvl• LYr 1-vP I-Yr I.v1 1N11, Halo] xm Pb .W D] ]401m 3iI D9 9N Im %6FA&1D] IIxpO 3AImIMOare®1.19•Mh O.0 I61RtlaN(Ngbl OZ9 Iwb iwb NIA WA NIA 9BOb WA WA XIA WA WA lAxb OMb tlmb IARMv®YMN.O.CIWbSAry'GCIw/PIP 9) ]®M iwb btb lmw NnOv mm NIA Nnaa iN09Dr wxD] 9K Re 1+wM IISION A.MoM•NhOC.luLup, w0.1NPA99A biaN NN WA Nq NIA XN WA NIA WA NIA WA WA WA nib INwI x60b2NRM 9nW IY'b 1tlDa toD] n01b 1n D9 9#RA N911e ti0b To 1.13 hM1OC/F xbM 9M An NIA WA NIA NIA IO al NU IGb MOb ba14EleofIfR9Firo Olabte!nz81aJ 91z81s1 mIlllRmXmtM3DLOWrYmllfFDOVbetmPwN9Mn'6tM(m)Srrtl6trM(OS)Dslm[en)x-ll21' 1• zNS 1' 2VP 'l bfl3 z a.IB' a6r 09r 153 MY9 MUREI: FIGURET. FIGURE 3: FIGURE 4: FIGUR ANGLECLIP MUST USEDW IN PAIRS. FIGURE 0 TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR WFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHOD&21 LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDTOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES CONCRETE SHALL CONFORM TO ACI Mi SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 090, WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6003-T5ANDBEAMINIMUM OFAWTHICK. STEEL STUDS TO SEA MINIMUM GRADE 33 AND .045•THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LFAST.12STHICK ANDA3S. ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYONDTHE MATERM A10SR12ANCHORSINTOWOODMAYBESTEEL.IM&&OR410S.S. I OBTAIN THE •ANCHOR CORRESPONDINGTOAN BE USED TO QUALIFY IPTIONS FROM THE �Y S6A F�tUCpCOKID-1(-,�10NAi.61 I.1A•X3.91•X.6w A MN'MILL�R.P.E. MULLION FL P.E.7158705 TABLE 12A Mullion Capacity Table llboWl Opening in (fm1 rflegi -BPUTI g Angela) orOp..I.g H.7aM (for h d..I a"Pel%np m gical) Mh 01. 100h TAN III) In logo, N i0h Mp'AanO. RMupArt TOfY01uD. Pu4ryilvr InPRI rO. RsaWpAu hyV]AmO. fleullrpNH Tap'rAelq. RSIenpAN TWYAI90B. PeaMnplN lwgM Tm1Y1MW. 4aJnA flaluipAx IwMOIla 1rWtAnO.il Iu0fi0 2114X.25 LviNgbOgM LOeOM LwSnB los&O Ie0Jn0 AINm.TYbe01 MABIon M11 �' $LeeGM g g � � �' $d,oEllq �� ' � � ail,n 0 g , 0� a tl 1. Jill b0 tiOA ]H tiOA Ile fAA 0M 1]DD BM 1Rd B% 1A.0 !IO 1R0 1110 170.0 531 IR.B 1N0 II0.0 %1 I10.0 I{M IRA %1 1R0 1h! IRA fi21 1I0.0 IBM 1TOA Rl AN Rse eA Z. 1}OA 521 Ilse MO ti0.0 MI % IRA M I10.0 NIL IRO Mi 17U I%! "Is Bh IRO 1417 IR.O BBO IRO 1700 tig0 eM IRA IB% 110 800 ROA 'YLa1 Rse MO bN IT0.0 IRA IAA oN 1]se MB IR.O %1 b ti0.0 081 IAA It% Wes 1R 170.0 OB 1R.0 711 ins 1101 IRO iM 1]0A fi33 IRd T% II0.0 10% 1}OD )M Iles moll IRA M fi0.8%Iv GN t]0.0 1R.0 }Ii M 1160 ah IAA 959 170.0 %I 10 IIOA T31 1RD IIIB I10.0 BM 1]0.0 I4N 1]D.0 %] IR.O 1%1 IRO 650 110A I013 170.0 %t IRA S%1 IIOA 001 IR.D Sld3 IRO %1 IRA RI 1]0.0 fee3 IRO ]BI H 1i0A ere 1R.0 Ills 1R.0 9H fise 16W 1i0.0 BBB 1R0 iTr1 1]0.0 fOL 110.0 31S IR.O ta0a IR.O SAp I10.0 10% teae RR 1]0.0 R% WN 1R.0 aM IRO aL02 I10.0 HO I10.0 1be 1R0 1016Ilse ion 170.0 IM 1R0 IMB 1R0 I1R 7" %31 1R0 Hisib.B 76n 1]se D00TbfAD io0 1i0A lib 1IBB 110.0 B% H ff-. 170.0 IW2 I es JIM 170.0 10% 1]0.0 11b 110.0 1103 IA.O IBIa 170.0 ISIO IiOA %ie 110.0 it16 1filA 2O1 .021]00 M LE I%0% IR.O IIM R0.0 fA0 Ii0.0 t9e 1]OA IBII II0.0 PIB 110.0 313a 1]0.0 iM] H6A 21H 1Tea 11MO 133p 1001 :IH 1R0 13R00%lIRA 110.0 INNIff0 101A 10N Oei 170A 13b IRI IM0 1R.0 f%0R 1110oll 1IOA Im 1]Dd 13M 170.0 IN2 1R.0 I]OB let] iM1 1/0.0 14{ 1A.1 1MI 1031 10% IHA NMI 111A 1{R %.S.7.0 IM.0 11% 111A loss %A PM 11g2 IQ M 1390 IOTA IIO ]a0 13% %A tIh %A 1]0 o2T i1M %.B 1]% RA IOL INgOOF110A1la09A %h il]A 1>A 1BfA 10M ih,0 tha 1Zr.e 10]0 10a] IhB 1113 1%1 Bt IhB PLO e1.B I%B eBA f0A R.i 1h0 821 1010 BIA 1RB iT1 %3 %.T ILB el.0 BP 1a1 191 aLl Ml RA 0% H.1 %1 B?A %1 B1A B3e 31.{ 071 !qe M6 I3.1 m1 IOA iBe 91.0 %1 H.0 t0 hA Bit H.0 ill f%F 1%A all m.a OTt %A B% T{.0 oil %49A 101 TO zLe %0 T.1 A3 Ilth mA dv hA BiB elA BIB Bat BIB RO Me so %B %A 010 MA 7H 47.7 BR B1.0OR 0.1; o3 I]3 7M NIA iM HA Bli %.I iM 10.o Mo 31A TM ]IA W m.0 TM 31.0 HI %s TM RA 8]I 1AN Ra NB UA T08 bfi 1%TM ale Ole iB.O MI IB.a Ho 1i1 IM 1].T 010 163 He iHN HS o01 314 Bb $7.0 1% 31A eb %A 1% ]tA fib 311 010 RA IR 11.0 010 %A AI 103 TABLE 12B AncherCO 2hfMM0 V1PF1[000ID:m LP EkOUNxm acl Table q BHLDY. Holes Wu fhVCNU PIWmI Ntltl bi6'D[0 41.00 FDO NI6`FCD llY 59 D[0 •W Mm %2sla! N61eN UNYM Y14 R[OMbT VY 9[OUBO[M ApA(6:y UaRtDI A%9i3R Bnn(lL)Bimr(GS) 9[m(Ga7 AnG1oBC11D PBIBmE r;Eng.i 2 pMrM®I. IF Wn 0.C,low0nOT11C ft 041 IAI[Nm®3L1'NIn 0.4/91SdW (>OROUON QIp B' 6AnlM®1.T1'NF 0.4I8MNV(V OACIC (f1p1 IArtRn®SNIn O.4l 38AfVNGtl%IDIp BMnn SMh O.4/VI'AoA40PM;pig OT SHIM%LYYFOC./uCy. Wo.1MNR i 6Mnm0061'YF OGILLW,W0.124 A1na p46T 2AnMn oLFB Wn 0.0/FLbplpm 9MMs01.i1'MF O.C/FAD 1m 1' MW TW WI %]FI lalb 11Am WA N/A s/Om Hsb 19Y seem TOb OL T 11Ab WA WA 9Ase Msm 18d' acts, I BLAB ]fab �b 10Am NU M Blsm Shm 1.Y1• =I. 11Mb tE951b tE®Ib %bb WA WA Tbb B7sm P I 1M1b 1121b NIA 186b 20Hb WA WA itim NU LW' 90Wa NIA Hlq 0 NIAI NIA NM NH Lt/1' FOl lb E®OG T%b fPo 00 o10b WA WA ILb 9Wb 1E-vYHVI' 1-0N• ISSIWI WA NIA NIA HIA NIA WA WA WA E11P Td01b ®Sb RBIIn iMl% 11Mb WA WA M. M. 1-0fl' 9]db NIA NIA ib 6a 11Rb NIA HG NIA Wq 1-0/d' Fb1b B%b WA le =m WA WA Ibm Wq 2 %b WA WA 1B%b MMb WA WA WA WA 158' 911b ee2D9 IOhlb ®RDf 10}31b NN HIA Ulm Bltm 1.YV 112b BM00 1sil Be BMb 19TIb WA 42 Itlb WIN MaB YOue 11RIle 1Wllb 11Rb 1001b Ws % b Mom HOm YUIt:rUR InC VrrJC11A1� cincarvnc rv� FIGUREi: FIGURE2. FIGURE 3: FIGURE 6: FIGURE@ FIGURE 7: FIGURES: FIGURES: FIGUREIO: 0 0 • • *11 FIGURE4: ANGLE CLIP (FIGURES 586) MUST EE USED IN PAIRS. TABLE NOTES' 1) BEESHEET 1 FOR INSTRUCTIONS ON USING THETABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEESHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND]OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE MOLE LOCATIONS. eMWORCAP.- THE FROM THE 2'XI'X.2SMULUON FL PEA P.E. I nols uT3 Mullion C• e0 iW10 eMr Op•nln8 WISH (lofw0lra¢smina n Mq rum0ns) or Oponlns H4ISh1(1mTaATn1/BOyBpaMlG min 100m mtlBOrs) San NJ" 70h ImH Mph imm 2 a er.25 ftecluWOt Lovdnp TnplAlmq. lmdro RBCMpAoI LmdnO Tmp110rp L-ft RrlmOtlr LOOSre A•pmlero. tond RMIBrodu laeMO ImpnAm0. Lm8110 PWImp0r 1<Bdn�06O RBp'Olw. Lmdro RadVISIM LBednygp rlvn'r110110 LOadnB RN10n011r Laedry TrB"mv. Fidmi du LmdnaaO TRPlhero. Rm1•Wbr lBORA MpROeN. Loediq �5w11RIM B g5 pg�p$ gg �b5p$�p$ d $ g 5g �gpa' ypm a$l g$� gg py � 5 yy �gg� J g�$ gg10•dre 5 gg i2 gaa 5@ 5g @ 3'g�$ i@ T�Lmdn0 gg 1@ g3� 18 ffl fill � E1 5 5g jai afl pig 1& I2H n0.0 Bm 1m0 MS IraA TN Ir0.0 L. 1m.0 ON 1]60 No 17U 0n 110,O 610 170.0 1110 Imo NI I704 ta0 1ro.0 Nl 1710 IIM I70.0 521 n0.0 1136 1r0.0 NI nao 10M D0.0 NI IeH D0.0 rN lrae SN IUS BN 17 e81 Imo A@ 1}00 NO 110A lin 170.0 Bel 1m0 IV$ Imo SIT 1m.0 1U> 1r0.0 BN 170.0 Vw Irao MO Im.O IM] 1]OA NO n0.0 ]mr n0.0 MO M.abh Ir0.0 W RAO N] AOA MB 1760 MI 110.0 f0M 110A N/ ir0.0 110 n0.0 Tm ImA IMS I1a0 w1 1m.0 11w 1m.0 rN D0.0 1iw 1m0 ]N I]OG 1W1 Im.0 1N 110.0 II01 1ra.0 TN Mm nao Al 1r60 Bn EMU 0M na0 621 1m0 1115 nao iM n0.0 1DB 1m.0 BN Imo MN nao Nl noA is" 110.0 BN +rao IBIJ n0.0 NI Im.O II11 1m.0 M1 1mA NN ira0 NI MH 1TOA NS nao ml Im.0 103 nao rn 1ISM nM 170.0 $78 110.0 1417 Imo BN Imo I5w nao we Imo ID1 Irao f0a Imo 21m n0.0 t®J Im.O WB Im0 TON 1]0.0 3BN nao 1W Nq nao iJ0 1m.0 Its 1T0.0 IIIS 1mD BN n0.0 I IJO 1Ta0 0W 110.0 1NB I Im.o IaB Imo IM fr0a I NM 1ra0 1N8 Imo IfII +RO II11 1rn0 11N 1IOq 2N] Im0 IIr1 1In0 MU! nao 1n1 MH nao n1 nao >M no.o nM nao •M nD.o 10B1 nao lom noo tNe Imo IMo nao nM nao nM no.a laB Irao lNo vaa a2N n0a the 1ra.o znr trao 1NB vo.o Nn no.a 1xN ,� nq tIOA 10M n0.0 M0 1mA nm n0.0 1. naa 1MB fi0.0 tIII Ii0.0 n00 1]0.0 f2N nao t0A ❑OA n16 n0A RIRs 1xa0 1N1 n0.0 MN t]0.0 AM trao In6 Imo 16m 1ra0 NW 1]Oq 1M0 oTBN 11Q0 f11] 1r0.0 wT tm0 1N0 1mA 1pm n0.0 16m Ir0.0 12m Im.O Va Im.O 1T1! Ir0.0 m19 11P0 1@I RPO 13q Im,O +MS 1r0.0 R8M 1mA +BA 110.0 )110 Ir0.0 IBw Imo ]MO I10.0 1]M ISN RQO 1161 1m.0 0l n0.0 1MI 1ra.0 1f1B 1160 felt 00.0 1m0 1m.0 1a3 1r0.0 ISB9 ❑OA mtt n0.0 NR 1m.0 2mR iT0,0 INI 00.0 DN fIOA 110 I/OA fIIJ t)0.0 IAr 1r0.0 Oe0e 110A tfa 00m Iloo IJID 1Ta0 JIN ITW ISa f]0.0 IIII 1mA IBN Imo 14M 1m.0 3123 1m0 IBM D0.0 1VI 170.0 I?N f10q = Ir0.0 Isla Ir0.0 JIN 1r0.0 2125 1'AO JIt> Ira.0 ]Yn tA5 Mt] 110A II01 mh na0 M11 1r0.0 a 1m.0 1IM 1i0.0 11M 110.0 10N nao 18A Ir0.0 DBl INDA IM 17Oq VW Irao 16n UDS = 170.0 ma l"A 31a IT60 3Jo nr.l Jlw IM.B 31m 1m.0 ]te0 IN.1 NM Join 1ra0 JSa 11Q0 11W Im.0 nn ImA IMi 1]60 II11 1]0.0 1W0 110.0 NN WOO mM 18LB Del nos II11 1N.0 DBI loco 2.1V IMS D51 f10.1 II01 IND RBI nA0 22M 0L1 DBI 110.0 tiro 111h 1r0.0mao11. BM NN m 3 ]IIrA -1 1mA 2111 151.,0 m12 Jt=n3 WIBM 1Nm..B1 ND NA MIS H JA m12 nBA 21M nA 2N3 116.1 11N 09A 2B1x loq 20a Imin 110,0 N 0 m 111A +M 1201 NU II53 11a1 IwB B0.1 II33 w.0 IBA A2 Ttlx M.0 teN BfA Sex M.1 1fiN 14h 12CI 1N/ n0.B H19 1aA 1N1 1M.1 1lN OBA iN1 81.6 IM! i0.3 INI BO.i 1JN OB.S IMI A.J iD3 N.B 1N1 N.1 1JM B31 I5M N.0 1JA N.r 18M /B.2 110 18.1 15M NA 12N TABLE 13B Ane BWlml¢ 'ArLCI Oi CB j SSLfSIe TeblB . NWmtC11U FC8 Pi Ynm MMm E AnOhorCSp POMme Emttlnml Nk 2 MXa®I.10'Mn.O.0 I81eMNrGIbNCODffq IB2k IMII•n®IRYMn.0.a IBIelmm(m OOrl Cupffb. JY eAmmn O)t.11'Mh O.a191mtlr0(mOmOUCBPOq.Ik IARIM® S Mn O.0 IRIbOAIpYmmlaq. BF BAmmn®J'Kn a.ciR12•SNOb Oyu lFq. Bk 12M1MO 1.S Wn O.CI(q 33Aryb OF1l q.h IAmM®f.21'MKO.GIUOp g1p.12YAIw1.6q. EF B AxMT m0.w'Mm.O.alUOIv. YO•.+23•AMO.(ROAk 2AmM•®lN'Wn O.C)F{yp 1M2. t0j IMc.1n B01.11'MN.00/Fdp(iq. 114 w1• 9000a iNM 11MIm IN. tNOM +fiNlm WA WA 1NM fiWM I-w• m31m 13P IWM WN' BBl qt 2' iMI Pa 14/1' DOIm b111• 2NIm 1-0A J IY 1-0ll TIOW 1.111 TIm tdlf WNm Y MOgt 1NY Mllm 1 N21b MOM laM Ilo. ]Mb IYOM 21WW WA WA NOW lMM Win IOIOM NOB I:W4 IUDN WA WA ISO. NSIm 1100M 25w1m IMIm J1mM 3TMSo WA WA OJ1M 130y 1Ee 3D3M WA 1M- M ]IP3M WA WA WA 181OM WA MO. WA MOma tNOM WA WA WA DOM WA OBOM w01m Whe 113tM 11mM WA WA 2NM 1]01M ]a. WA WA WA WA WA WA OMM WA tIMM fOMM TMM 15101m 1wro WA WA i40m N]M ]Mlm WA ]IeM 11%M WA WA WA n4RD WA 1DRM WA MOIm 1TNM WA WA WA DM Im WA 1N1Im WA IBCIIm 3701M WA WA WA NyM WA BNM 1M3. M2b 139]M 2MSM WA WA NIM N2M M11m -TM. OSSIm INS So AVM WA WA II21o' BNIm 1+01w -NO ilm lm rNDM 3fMM 1nOM Doi IN, CWM IROM blSEko VC 99 Eko RiB'EW W'99 EIw /IO81M BIRBm11 /1261W AmMTypB Y1SElOawMm VI•E.IIONm W� bISEgO WIeoM VI'E. UYrM AOye[f0M �y� AryIOG•W e0re•0351 Bar•Iml Mre•lal ]VY I' 2.12 1' 2Hn• Y Y11Y Y O.IY aM• 0.Ja' FAIN mmnm Tnk 1' 21l1 1' ?t? .LH' xMa NOTE: FOR THE OFFSET CLIP, USETHESPMEANCHOR PATTERN AND ANCHORVALUES ASTHESTANDARD CLIP. TAm F NnTFA FIGURE I: RGURET. FIGURE o: FIGUREd: FIGURE B: FIGURER FIGURE IS. FIGURE It I)SEE SHE ET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADIN SHEETS 2-4 FOR RAL • F • • •0• • 2)LINE LINEAR ERPOLATON BETWEEN MUu-LENG LENGTHS NMETHOOS. x)uNEAR INTERPOLATION BETWEEN MULL INSTALLATION TALLA I ANMET OPENING W1O7/1919 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 FIGURE& FIGURE B: FIGURE r: SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CUP 1)SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS HOLLOW AND GROUT-FI (FIGURES CONCRETE BLOCK UNIT )CMU)SHALL CONFORM TO ASTM GTHIWOOD SHALL BEPRFSSUR -STE FIFFIEU11PAIRS, 5-7) YELLOW SOUTHERN PINEWITH AN SG OF 0.55. ALUMINUM SHALL BE 8083T5AN0 BEAMINIMLIA OF USEON THICK STEEL STUDS TO SEA MINIMUM GRADE 33 AND.04S THICK(18 LE(TEGE).STRUCIURCREW L na BE AT LEAST.125•THICK AND AW. ALL ANCHORS INTO METAL SHALL FXIFND ATLFAST35CREW ..,e --Thin ZULTSRIAI Ain A 912 ANCHORS INTO WOOD MAY BE STEEL, IBA S.S.OR/10 e ANCHORCAP.e x• IQ i:: Itlu, 56'I05 '. D`•,Q�� b ui TF�.. n,DR1O!::.caG6� P.E. WA Tuba ft , I I foil 111 An, 'is 5011 [1s, Aiii 1 1011 Fh 11, 1101, kn0l, 1101, 10, WIN 1010 I I I I I I I I I I I I I I I I I I I I fl, 11 1 T BLE 14B AnZharCapacIV x.h.C[KRIt sB: fAt. Man Tk6W aeq—FTsWIR1e IW.'fcuuI F➢NCIN 6'14Eko 111'95 Eko8'19'Eko NI M1091[tl iN81Cl 01281¢I ARM1Ha' YIf...NI�YI Iff Rw UYaw wmm YI6•EkOUditM IH'EIORN[ol Ay�p(ylY Wam eV1'39Eko Aaa . k Pyi 6[M(0.0 SUe11 FJ+� A[RRoICIIPP4lb01. 91? 1' 11? 1VY 1' R-1Y! 1' DVY Y Y✓S T LLIS 831' o.Tf EgFPWRtDry FmpoIDpU(Ip 1' 181' IYf ItlP Wf i 1-Vf 1-W' 1-0If 4Vf N/f 1-Vf T 1ST 1.1'S atA IM[RR ®SIM OG./ 36M%lQof AOIM IMb NOIto VBIOf IR64b 6NW fEOM WA I�Of to [n Nolb INtM ®iW o61 to 118109 OSTAINTHE•ANCHOR :ORRESPONDINGTOAN FROMTHE TABLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. F.-1.2gg'-� CRPAI.UCT R6VI5tlD SEESHEETS 2.4 FOR GENERAL INSTALLATION METHODS. of gyro®wINYu R[Am Du11dNg CtBo 2)LINEARINTERPOLARON BETWEEN MULL LENGTHS ANDX)R OPENING WIDTH913ALLOWABLE. r Awelumm N1(6'ozb'•�ZI B+Putlim FIGURE1: .FOREXACTDIMENSIONS, SEESH321.23. 3) MULLIONAND MULLION CLIPS SHOWN ARE NOT T EET IN THE FIELD FOLLDWING DIMENSIONENSIONAL RESTRICTIONS SHOWN ON BHEET321-2& 2.178" I M • HOLES TO BE DRILLED FIGURES SHOW 9UGOESTED, APPRO%FNiTE HOLE LOCATKINS. 1 125' 1 L I I I p I ` ANGLE CLIP MUST BE USED IN PAIRS.ETE NC HA LCONF RM TO A3015PEo. WOOD SH. LBEPR ANDGRO EATED HALL CONFORMTOSHALL CONCRSUBSETE BLOCK (CMU) BODSHALLND BE ASINIMUM OFA YELLOW SOUTHERN PIINE WITH O.6S. SHALL OF.126' PINE 33 ANDUM (16 GAUGAND RUCT.) AI-S THICK STEEI. STUDS TO BEA MINIMUM GRADE 33AND.046'THICK (130AUGE). STRUGTURALSTEELTO BEAT THICK EELST D MINIMUM ALL ANCHORS INTO METAL SHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND 1]9•%2.11'X.126"MUWDN (INTEGRALFINMULION) ; is ;' No. 56705 _ LEAST.126'THICKANDA38. THE MATERIAL 010&012 ANCHORS INTO WOOD MAY BE STEEL, IMS.S. OR410 S.S. ii TIONAX, �c``• A. LYNWWIILE�, P.E. FL P.E.#58705 FIGURE 1: FI El FIGUREZ FIGURE 3: • • • • • ANGLE CLIP (FIGURES 1-3) MUST BE USED 11 PAIRS, TABLENOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM OSO. WOOD SHALL BE PRESSURE-TREATEO YELLOW SOUTHERN PINE WITH AN SG OF B65, ALUMINUM SHALL BE 6063•T6 AND BE A MINIMUM OF.126- THICK. STEEL STUDS TO BE MINIMUM GRADE 33 ANO.045-THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.126-THICK AND ANI. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3SCREW THREADS BEYOND THE MATERIAL. 910 & 012 ANCHORS INTO WOOD MAY BE STEEL, IBA S.S. OR 410 SS. MI Dada FNirtl NN 4 1UI1, 11 Vn-j 50' v+� Ro. !i6T05 30��(•„'•„ FLOR Oi TABLC INA M.111wilaspaltir Table 1111,BlAr OWRInS vnam(rawr000llApelrk, mN mllliae) or0pOninB Height(IOrrmpmr/eB/cpamlrO PoN mukas) Spit mN mN 1m10 Joel 140It IKON 326-45 R.i1mWu LoeaeY TeaTtl•q 4•are Re%en•l.r LN6re TI.BRAeM Lmae4 R.ni•gl• Loeal® Boom IgOa{rejgg WINVAv lmdre TeNrdere. L.&I, RNNp1• Loediew T "IA. LIM, WwWer Insane Be{RAenp Lomita RoelereJx ImanO T•Afdere. IAWnp FselNplel Lbare TmTlr8en0. IreM{$jB ReienpA• tote Tellydal0. LbanO BAYMULL �jII $$ g5gg5 a@ y$�$ 28 Itl�I�d11,1 11 1Y NN Imp Am nap 4N 110.0 TN Inb Its Im.O M 1,0 A, 1mA B02 Imo BIB ITa0 1110 1ra0 Oil trap INA INA it Rao IN Ir0.0 Brl Imo ITN INA 621 h 1611 Imo 021 IeN 1m.A rm 1Tp.p bN ❑0.0 A50 +ra0 SN iro0 APL 110.0 m0 1ra0 Jim 1]0.0 BA1 ❑a0 ITN n0.0 8R Iron 111} R0.0 Bm 181i Ian Irnp Im IN.3 10n ImA sm toe 1m1 +m.0 Nl 63A25N na0 1R nap 6B3 1ro.0 aN Ira0 m1 nap ION IN.O ON VOA HN Imo ID 1m0 INJ nao rn INA 140 INA r6B nr.+ 1552 nao rN 1N.1 I55] IrpA IN 1f0.1 ,Sn Rao IN NN no.0 rn nos alt Iro.p oN nao Aa1 +rap ma 1roA rs1 tm.o 1nA Dao am +rao NN 1raa nr 1512 1N! 1ra0 Ass 1m,3 tIW 1m.o NI no.A ass INA N1 no Na +mo ml Bob 1170.Dl NO 117041 ral INA I tam I iN.01 TN 110A 1210 1r0A IN 151-11 No Ilia I an im.1 1Jm R0.0 m0 ImT I= IA1A ON IRS Iwo Jim No me late tn.t oB NA' nm 1121 TIT 8!N I1OA B]0 1114 T15 170n ilia 1= SN 1010 INN im0 ON H25 1N1 IBIe Bm 1mr nn 1628 m4 111.0 INi IN,! 053 Bi0 12n 1aB1 IA0 01A IN) 1.7 0m r1A 1.1 1aa1 Ne 00N Ira.O WI 1ra0 TN p 110.0 Bm 115A 11m tear ml 1mA Ilm NEB BIS ilea Ito 1N.5 nl im.B 11m 1m1 Gtl 0.0 11m 110A ON N.2 1+m ❑e} N.o 11m IL. aN RN t01A 1010 I5a0 Bn 0 1NA NB 1+M 1010 n}A Al2 1%.0 1%p I'll eel me lot. lots 017 me lotO OIA Apt Bra 1%0 00A NB n.T i%0 8r.9 Tm NA 1010 T.T re0 raN 137.4 IXA N10 rM 1t20 r]S 80.1 BOB Im.1 ml MA B00 eB2 NB xae AOB N.2 NI M.1 000 01] im 6TA ON rtT TIs N.+ WS 71.2 710 no NJ ra.0 i0B mN ni.1 ml /330 75/ t 112e Ne BAA Del BOA r35 mA NI AeA 113 m.a Ni 81.0 inl mA NJ 16A eel no set at NI me BA1 BW 0]e 94T ml Ali 8R opN e2T BN 6A 6110 ]11 SN 541 6N e-2 SN AI.T AN 6a1 NS N.0 ON NA NT IIA AN n.0 6m NA AN 41.6 11B m.b eel NS 611 180 alA mA 6M mN 0A1 681 m.l 601T. Sal 9-i me IA1 6N b/A 101 128 6N 15e N] 37.0 6N N.1 Im N.1 59B Y.1 Iro N./ 6N 3!A W NA E00 me I52 11A !0A m.1 Ni imN ITA NB NA Nbo 111 ]m NS NB 3a] SN N.O NB 31.7 317 2U 448 me 382 2J.B NB 241 an m0 NB 211 mA +i.l NB mA b1 IS.p IIB 1A.0 a5B 111 N N.1 IN N.p N4as !1A 3m 31.6 NA 32.8 3n ne IN ml !01 21.0 in m] Jm 221 424 MO 3N 1G1 1m m.T J50 15.5 125 10.0 on 111 34.8 i01 30A miN mA 3m 24.0 3N Me 321 0.0 Me m.0 Jn 141 301 me 1N n.S 3B1 1a1 ]m INN ]OS 26] m.1 m] . R.1 2m TABLC IUD (mpnorC• cl TB010 100 IYim WU FJN WU PT KMd Mehl BWe1b', 1M PMeial. t&Me. dW tet. VI•SBEWe NIOBMN OI28Mn 0128W Aetm Fwupmm. v1•Em arum s.OW) Baan(as) AnchorWPpatteme 2.tY! 1• 2-Ia' S1IA' 1 Sflr 1 SlrrDAB'0.N• 0.3N•dir Etoemum.tz 1• 1-w•']Arcron®.GLION. WW118Wit'Site Tlla In.-1'-tin O.G /P130Aryb Wal Wo]I ]mlb rob lI ,! tail as N25w Sob mOR. WA 11m1bam We 1m]IY m26. m]Ib11mWAu25aM9.01bNNM tamM WA a.. WAA 1]m•o WA 1Cd•. tYlb FIGURE 1: F. FIGURE 2: • • • -1- FIGURES ANGLE CUP (FIGURES 14) 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) MLLUON AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-2. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM G 0. WOOD SHALL BE PRESSUR6TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.65. ALUMINUM SHALL BE 6083-TS AND BE MINIMUM OF.126' THICK STEEL STUDS TO BE MINIMUM GRADE 33 AND.D48 THICK(18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST A2V THICK AND Ass. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 010 S,R12 ANCHORS INTO WOOD MAY BE STEEL. I" S.S. OR 410 B.S. OBTAINTHE No! JC�q I.YNN Arq�F'/I� q `• '1 AT or �A S OF �'cC.• :ALOR1VPila�i STANDARD UP XAECTION CREATEF0.IP.SEE I MIN. DETAIL F, SNEEi4 .338' MIN. ------- A A I BCLIP L._______J 9061TBALUM. TOPMEW 1IIV. .375' STANDARD CUP 0003Ta AWM. TOMEW OFFSET CLIP 6%3�T8 ALUM TOPY Z NTFROFANCHORLE MUST LIETHIN THE DASHED BOUNDARY.SEE SHEETS5I7FORTHE ANCHORO.C. DISTANCE, MAOm4LM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER-IMV I'X2.7WX.000'MUWON 6063-T0ALUM. %SECTION F^•12G Ir^i 2XSANGLMP e0611`0pWM. 2000' %dECTION 125' .nmim�� -- T%6 ANGLE CLIP eo6aT6nWM TOPAEW CENTER BOF OUNDARY. ME MUST LIE enTHINTHE DASHED BOUNDARY.SEESHEETS �TTAN ANCHOHMR THE OR HOLED O.C.DISTANCE DIAMUM ETER+HOR HOLE DAMETER: ANCHOR OWAETER+HIT. Mull Dimondon (.hoot 0) POT Part0 Mullion I Std. Clip jOffwICIIpj U-Clip jArgio Clip 1"XY'X,125'(6) 666C5 B00113M 6681118M 666243M 666511M 1' %Y' X.376" (8) 888006 16 114M 6661119M 666244M CM12M 1" X 275'X.376'(7) 66807 868115M 6881120M 868245M 66S513M 1"X2.76"%.850'(8) 68808 666118M 6881121M 666246M 666514M T%3.12WX.600'(9) 66S37M 6681i%M 6581114M 868242M B6B616M 1.2WX3.188" X.25S(12) 86841M 6601117M 8881113M 666241M 866516M 1.26'X2111)X.12W(18) 69310 WA WA WA 666617M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GN N ON THIS SHEET. 2)SEE SHEETS 5-20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS 6 ANCHOR O.C. DISTANCE. 3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. TABLE A Dimondon W.. (in) For Mulllom. A 1.025 1'X2'RAW Aluminum Tube Mulllon B 2654 C 0.8(A6 D 0.740 A B 1.125 2401 1-X2'X.375' Alumumm Tube Mulllon C 0.636 D DAN) A 1.875 1' x2.75- x .375 Aluminum Tube MuOlon B 3.000 C o.767 D 1.118 E 4SOMIn. A 1.312 1'X2.75'X ,650' Aluminum Tube MulKen B 3.ODD C 0.476 D o.S38 A 2.000 i'X3126'X .5. Alum B 2.637 C 0.883 Tube Mull D 1.137 A 2.826 136 X3.1S' %.286'Alum 11l.e Mutl B 3�2 C 0.882 D L782 A 7.813 1.28'X2.11'% .121'Alum Tlbe MW i<: No. 60708 FL �t .250 3260E RJUT.100E ^i .820• !^ I 135'X3.2 XAW MULLION SWST5 ALUM. %SECTION 30• BAY 008}T *SD 385E .125' STANDARD CLIP 2.826E 2-cw 800}TBALUM. XSECTON 126' 1 .820E 1-- --I .820' 1-- 119X3.25•X.024• ,.2SX3.B4•XMV MULLION MULLION 000}16ALUM. GWSTSALUM XSECNON X-SECTION .375' .376' MIN. .228•J �,08 � 1 .T2B'J i'•'.881'-t " NOTES: i) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ONEN ON THIS SHEET, 2) SEE SHEETS 13,20 FORSUGGESTED• APPROAMATE HOLE LOCATIONS. 3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 740• II � 2.7III' ,25E ULLR 2.00. 2XSANGLECLIP BW3}TB ALUM. BOB}TBALUM. I %SECTION ,126E X-SECTION L .,25•r —6.600E CUTHERETO '�—"',_CREATE FCLIP.BEE I DETMLR 6HFET1 CENTER OF ANCHOR HOLE MUST LIE WITHN THE DASHED BOUNDARY. SEE SHEETS S20 FOR THE ANCHOR O.C. DISTANCE MAXIMUMANCHOR ET HOLE DAMER: ANCHOR DIAMETER SCOO' ,376E 376' CENTER OF I ANCHORHOLE j I 1 MUSTLIEWITHIN I THE DASHED I I F SOUNOARY.SEE l I SHEETS6MFOR — F ____ f I I I i .THEANCHORO.C. I I I F DISTANCE. I I I I MAXIMUM j I ANCHORHO� I AMMETERANCHOR I I •---------------- DMMETERr1116'. ULL� E STANDARD CLIP MORHOLEMUSTUE 006}TSALUM. 808}TBALUNL TOPVIEW WED BOUNDARY. SEE TOPVIEW OFFSET CLIP BOB}TBALUM. TOPMEW Olmendon V01ue On FeFMulllon: plmenNon Veluo (in) Fe, Mulllon: T 4' .125 AIMI. T M F O 0.600 X.BN' Aluminum Tube Mullbn G H 1.000 2.880 0000 H 1 USS J.250 F 3,87 1•X4'X .WS' Nunl. Tube S'r F G 2.025 1.125 1.2S XJ.p4' X.024' Alumnum TuOe Mu016n G H g757 2A30 3.000 H I 1.500 J.250 F 2260 1 W XO26' X.100' Almir. Tube W1. F 271 330• Bay MM O H 0.760 1.600 F 2.BT5 45- By Mull I g250 ., Mullplmoinon (Nea10) POTPeH0 Mulllon SuLoploilimalclIP1 UCllp W. Clip 1'X4'X.WW(1% BB3B1 EBB111M 688fl22M OB8241M BBBSIBM 1'%4•%.J18'(11) 608/D BBeN2M E80112JM 8�242M 00081eM 1'X4•X.37M T D% BF05] 660112M 8%1123M B002A]M �BB10M MUM 1.28• X3.26' X.,00.031 LIIW 8801127M 66M124M 0002410M 1.29 %q2Y X.824'D4) 20101 HIM Bt li M 8692411M eB�116M ,.25'% 3.D4• X.024' D51 20182 BB01117M 800112gM BBB7A/M W517M 3p p�mD (IDI 8861p WA WA WA FM100M d5 Da0ma M, 68050 WA WA WA B6B8111M A' � N0. 50705 iT TABLE E Mull Dlmen6lon (ahe6tq POT Part# Mullion SM. Clip UCllp, Angle Clip l2'X4'X.25'(18)1 66602 650261M 060271M 6605112M Y XV X.25' (17)1 66604 1 606262M 660272M 8665113M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GPA N ON THIS SHEET. 2) SEE SHEETS 5 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. . 3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2.000' .376' MW. 4.000• .25m 2'%4'ION MUWON 606}7e ALUM. %SECTION .2E0' r—Zw0'— j T%8'X36' MULLION 6063•TOALUN. %SECTION f I .375' MIN. @— � 1 STANDARDCLIP 006}TSALUM %SECTION I CU HFAETO -160V CPFATEFCLIP. 375' _SFEDETALF. ,MW SHEEl4 T_______ ___------------- 1 j 9.438' I I I L ------------- I STANCMDCLIP CENTER OFANCHOR HOLE MUST LIE SOS}TOALUM WRNINTHEDASHEDBOUNDMY.SEE TOPMEW SHEETS E20 FORTHEMCHOR O,C. DISTANCE MA%IMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER • 1IIS'. 6.60Y CUTHERETO 3.600'--M CREATEF-C.11" 1 37Y � I _SVEceTALLF. f MM. I I I I I I I I I 1 _______i I I I I 1 I I I I I I I 4.888' I I I I I I I I I I I I I I 1 , , s.a I-- STANDARD CLIP 6003-TOALUM. TOP VIEW U•CUP 2M ANGLE CLIP 6W6 TSALUM SOS}TSALUM %SECTION 2,0I00' XSECTION L .126• UiRIP,S06}TBALUM. 9EO FOR 2' X I' MULLION. SHEET TOPVIEW CENTER OF ANCHOR HO LE MUST LIE DIAMETER ANCHOR DIAMLZER+ IIIV. rt .375' f r 6.430' O' I U CUP S66}TSALUM. USEO FOR 2'%6' MULLION. SHEET 17 TOPVIEW 2%5PNGLECUP 60&YOALUM. TOPWEW 2XSANGLECUP 606}TO ALUM, TO� Q 10.58705 11 a Lu EXAMPLE t•91NOLE VERTICA MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4',DHE OPENING REQUIRES A DESIGN PRESSURE OF+60.W-BO.O PSF. NDANcxoRBWxEw 1) INITIALLYASSUMINGTHAT A I-WDE MULLION IS SUITABLE,THE MIIWON LENGTH IS T2'ANDTHEOPEMNGV.'OTH IS3Y+32H'�. REFERFNO NO BHEET25, THE COLUMN USING h 6 py T RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEASTTHE WINDOWFRAME DEPTH OF 2-114-ANDWLL MEET OR EXCEED THE REDUIREO H7i I IIr CUUJf�lll DESIGN PRESSURE OF•SOA7-50.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT URGER SIZE AVAILABLE. Call.'. 3Y�y�•-�—J -�iI—AMR. BINN PENWO W WDI EXAMPLE 2: MULTIPLE MULLIONS FROM TABLE 3A SHEET 7, THE 1' X2.75' X 375-MULLION (LENGTH a 72•. OPENING WIDTH a T0')MEETS THE DEPTH REQU RED, HOWEVER THE DESIGN PRESSURE IS+A503 PSFAND MUM NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET S. THE 1' X 2.75- X.350' MULLION (LENGTH -72'. OPENING WIDTH a TO') HAS DESIGN PRESSURE OF+A723 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REWIRED OF 633 LDS. 2) USE TABLE 49 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4)912 ANCHORS AND THE 2X5 ANGLE CLIPS WITH 012 ANCHORS HAW A CAPACITY OF0 SLBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP 19 EASIER TO INSTALL. 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MILLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATESAND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS 44-MA PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITHAN ANCHOR WAG" OF US MS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA MUM HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FORME EXACT DESIGN PRESSURE OF 60 PSF: (fiO PSF) %( 636 LESL S)v 624.SLBS (MAYBE USED TO QUALIFYO 10 STEEL SCREWS FROM TABLE46) ]4.7 PSF THE BUILDING SUBSTRATE IS KNOWN TO SE CMU ON THE JAMBS AND USES ACONCRETE HEADERAND SILL THE WINDOW FRAME DEPTH IS241T.THEOPENINGREQUIRESA DESIGN PRESSURE OF+50.0A55.0 PSF. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A WIDE MULLION M SUITABLE, THE MULLION LENGTH IS 32 72'+1•v106' AND THE OPENING WDTH IS 36'+36'IV-731. REFERENCING SHEET 0. THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. BONN THE MULLION TABLES FORA MULLION THAT IS AT LEASTTHE WINDOW FRAME DEPTH CIF 23JFAND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF -MIN-55A PSF. IF THE TABLE DOER NOT WOW THE EXACT SIZE, USE THE NEXT URGER SIZE AVAILABLE, FROM TABLE 3A SHEET 7, THE VX 2.76' X.37F MULLION (LENGTH n 108'. OPENING WIDTH -NJ MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS+1-16.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A SHEET 16, THE 2-X 4' X.25P MULLION (LENGTH - IOW, OPENING WIDTH a 3D') HASADESIDN PRESSURE OF 4/E43 NF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE ME ANCHOR CAPACITY REQUIRED OF 971 LBS. BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT, ME ADJUSTED OPENING WIDTH IS 30+36'42++74', NOT 731AS PREVIOUSLY ASSUMED. VERIFY MAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 7F DIMENSION (354Q-+35-11 21731. THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED 'HEW. CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. IWA AN ANCHOR CAPACITY OF I=US MICH IB GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR DAPAa I T DI' Nn LB6. FOR THE HORIZONTAL MULLIONS BECAUSE THE VERTICAL MULL WILL BE YX 4-X 35P MULLION, IN THIS EXAMPLE WE WILL MATCH WE HORIZONTALAND VERTICAL MULLIONS. ALTERNATIVELY. ANOTHER MULLION TYPE COULD BE CHOSEN. 11 THE MULLION LENGTH IS 3F AND THE OPENING HEIGHT IS 32'+7T+F =106'. REFERENCING SHEET 26, THE COLUMN USINGTRAPEZOIDAU R ANGULAR LOADING MAYBE USED. FROM TABLE 12A, SHEET I%THE 2-X 4' X.23P MULLION (0 LENGTH=4Y, OPENING HEIGHT= t2P) HAS DESIGN PRESSURE OF+A170A PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 01 US. 128 TO FIND THE CAPACITY OF 621 ANCHORS AT PN EOGE OISTANCE OF I'GNEB AN ANcnDRDN'aD11iOFaW Lnv rrni�nlow,u.,cry ��rc•••«••••••••••••-•••••••••••---•-- MS.``a Y L.YNN ANCHOR ANC QN�,......, �N�'VCENSF '•,Fq '. 4) FOR THE OCLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLON, USE THE SAME ANCHOR CAPACITY OF 621 US. TABLE 120 FOR THE UCUP SHOWS THE ANCHOR USING 3 ANCHORS. MICH IS GREATER, AND THEREFORE SUITABLE, FOR ME REWIRED ANCHOR CAPACITY REQUIREMENT OF SIT I.M.THE : CAPACITY IS 1074 USE WHEN ANCHOR TYPE IS A012 STEEL SCREW. ,�N: ND. 53705� FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: .1.64.7 PSF FROM THE VERTICAL MULLION: — m 1�•j 1{ •/•170A PSF FROM THE 36' HORIZONTAL MULLION ATTACHWGTOCMU; TY� %O'•, SAEO j }}} +1.170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHINGTO THE VERTICAL MILLION (INTERSECTION). 0 �: THE LOWEST DESIGN PRESSURE I9 N-04.]PSF AND MUMAPPLYTOALLOFTHEMUWONS. . �i?L.O.. .... �a.G�� VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM, ME LOWER DESIGN PRESSURE, OF MULLIONS OR THFENESTRATION PRODUCTS, WILL APPLYTO E OVERALLASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE SOME MULLION ANDTHE FENESTRATION PRODUCT BE INSTALLED IN ALYF ACCORDANCE NTH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTSTO MULLION, FL I EXAMPLES OF RECTANGIILARLOADWG: -- IT1 II'I II—�-- i r--- 0 II �if LOADING OF VERTICAL MULLION SLL OF WINDOWS NOTANCHORED LOADING OF VERTICAL MULLION SILLOF WINDOWSNOTANGHOREO LOADING OF VERTICAL MULLION WITH NTERSECTINO HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION LOAOINGOFVERTICALMUUAON LOADING OF VERTICAL MUWON PANELOFHNGEODOORISNOTCAPTUREDORANCHORED WITHINTERSECIINGHOROONTALMULLIONS EXMIPLES OFTRAPEZOIDALRRIANGULAR LOPD Wb. OF HORIZONTAL MULLION LOADINGOFVERTICAL MULLION 4 /Ij� L._..la� LOADING OF VERTM.FL MULLION LOADING OF HORIZONTALMULLI01 II•,��II i � n ��II�I III III y II��III�I—� NOTES. ,RGOUCFIiBVISED aw (AyiuoiftWFWMe 1)DRAWINGS ARE BuRdi, Cafe RERESENTATIONS OF TYPICAL A:=.No CONFIGURATIONS. I� IM , CONFIGURAT10NSNOTSHOWN MAY BE EXTRAPOLATED FROM DT MINn l�odm THOSE SHOWN. 3)IFTHELOADINGTYPECANNOT \�N``�H LYNN BE DETERMINED, USE aO ,...••••. :<(F RECTANGULAR LOADING. J .�` 1 t}GENSg R i 3)SEEPRODUCTS'APPROVALFOR ND. 00T05 ACTUAL ANCHOR LOCATIONS -D.'•.�' N alb A LFL A