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Home My WebLink AboutNOASCANNED BY MIAWMDADE St. Lucie County MIAMI-DADE COUNTY 0Z PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES i(RER) 11805 SW 26 Stmet, Room 208 BOARD AND CODE ADMINISTRATION DivnrON TC7W315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) "w.miamidade.eov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable andr em colction we USE QQe PocuZy RER - materials. 'ne documentation submitted has beer=vsie 4d L 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 A14J (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)-smmo--oi, titied-single Hung Window Installation" sheets I through 8 of 8, dated 05111/11, with revision C dated 04/22/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miand-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MssmE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturees name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise rioted 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 thejob 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 Exp iration Date: September 01, 2021 Approval Date: June 16,2016 Page I ST. IUC COUNTY BUILDING DWISION RIE� YiEWED FOR C21�IANCE REVIEV10 BY DATE It R PLANS AND PERM-GrTMUS r WBEPKVP�TON JOB OR NO INSPECTION WILL BE MADE. PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0614.01) 2. Drawing No. AID-SH200-01, titled "Single Hung Window Installation"sheets I through 8 of 8, dated 05111/11, with revision C dated 04/22/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. TESTS I 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 LaboratoM Inc., Test Report No. FTT,6479, specimens I thru 26, dated 03/28/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-0614.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis� complying with FBC-5th Edition (7014), dated 05/22/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted underprevious NOA No. 15-0528.22) 2. Gla2ing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERIMCATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying -with FBC-51h Edition (2014), dated May 2,2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no firiancial. interest, dated May 2, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. �j �.", � I Notice of Acceptance No. 15-0528.22, issued to PGT Industries, Inc. for their Series "SH-200" Aluminum Single Hung Window - N.I., approved on 08/06/15 and expiring on 09101116. Yfafinee, , = �E. Product Cent 1, or NOANo. 5.02 Expiration Date: Septemberol,2021 Approval Date: June 16,2016 GENERAL NOTES: SERIES 200 NON -IMPACT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MLAMI-DADE COUNTY, USE ONLY MIAMI-DADF COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLES 5 & 6, SHEET 4 & 5. 4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 6, SHEET 4. ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED IX INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE I-lir THICK OR GREATER- IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5 & 6. SHEET 4 & S. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASH ING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS. BY OTH ERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POS ITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E 1300. 8) THE ANCHORAGE METHODS SHOWN HAVE 13EEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33 V3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-6479; ELCO ULTRACON NON ELCO CRETEFLEX NO& ANSUAF&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). 53-1/8-T]l 52-1/8"1 NO ANCHORS 4 REQUIRED IN VISIB FLANGE FRAME HEAD A WMAX FROM CENTER OF ME W MA>C FROM CENTEROFT MEETING RAIL WINOOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE I SHAPE INA BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2 & 3- 1 WIDTH WIDTH HEIGHT HEI HT EQUAL� �OVIEWJOPJEL ARCHMPPROVIEWIORIEL MDILISTOPEQLI�� or T MAX. TYP. FLANGE F (TES- r STAN I "Noi I'llif, 13. t5 A.L`�ilh]M'l E*R,P.E. P.EA58705 a, C2 9 2m m -an 'eo ji m m id A RL i'e' E C, cq r OM R: I I I . . . . . . . . . . . . 55 g . . PA . . . . . P, . . . . . . . . . . . . . . . . . . . . . . . . . . . 61 a com w w w w b 6) bD io 6 L�4 I w w 0 Q w 0 m W, 0 0 Ln 0 0 0 0 0 0 0 0 0 0 CL o ff ?, !'o . m co . M . t . % . 0 . 0 . 2 . 9 . 0 . .. T, + En . en . en . (n . (n . 0 . cn . . . . . (A . (A . p . C" . 0 M p w . 0 . p 0 p 0 . 0 L4 p 0 p 0 K) b b b bo b b b 0 b p 0 P 0 PIP 0 0 P 0 p 0 p 0 0 0 0 0 p Q p Q Q p 0 P 0 C.D U L-4 0 Lq W -4 iQ W w m 0 0 w w a w w 0 p 0 p 0 p 0 p a . a — cc . . A . Eg . 9 . 2 . t . 8 . R . 9 . t . �s . p" . 8 . MPL . Es . P" . R . @ . m . . + 9 V, +1 M +1 . a . . . . . p . p . a . m to. . . . to . w . 0 . a W 0 0 0 0 0 I 0 P 0 0 FX LD. W . 0 . 0 . . . . . . . M P . . M P + + . . Fn . Vi . R . mm . 9 . Vn cr W 0 0 . . -4 . 0 . 0 . 0 :14 M 0 0 0 0 0 0 0 W M 0 W M N W -4 M iM b imi Pi 0 w m I -4 w 0 -4 CD I m I w I 0 I- 0 (13 W w w 0 m 0 m m m 0 G) + . . . . . . . . . . . I i13 b � lip 'co :14 w I to -P, I w I CA. (A (D cn Go M OD CO 0 CO 0 W + + + + + + + P P F) W. . 0 . co . . . a 8 co K) co w . (4 b) w co b K) 44 :N ij :-4 bD ---- o .0 N 0 m — 0 -- RD -n .4 --- Iq Zo bo ia -4 b w o b ia io L4 i%� b) �jl wi o �j N -p- w -4 m . �3 . w . " . �3 . . . p . . . Eg . . . . . . a . t . Wo . it . A . k . . . g . t . t . t . V, . t FO 0 . a CD 0 0) 0 - io b cm w 0 in b b b i,3 10 bm bo b im b Tk3 Jk- N TABLE4: imum Window Heig7ht,(s Sash Height? ee Figure A, this sheet) I Design Pressure (lbsIMM) fbr Glass Type B - J, Fin & Flange Frame MaIdmum Window Width' 19-1181, 264/2" 33" 1 3T' 41' 'Z. 'Q. a� 23""". - 11-9116- (Equal Lite) +55.01 -go.o 1 +55.01 -90.0 +55.0 -90.0 1+55.0 -90.0 +55.01 .90.0 +55,0 -90.0 +55.0, -90.( under 18-9116" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +65.0 -90.0 +55.0 -84.3 +55.01 -78.1 37" 18-9116" (Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 .90.0 +55.0 -90.0 +55.0 -90.0 P over 18-9/16" +55.0 .90.0 +55.0 -90.0 +55.0 .90.0 +55.0 -9D,O +55.0 -84.3 +55.01 -78.1 under 15-7/8" +55.0 .90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +65.01 -88.5 +55.0 -81.13 +55.01 -75.1 15-7/8"thru 19-T16"3 +55.0 -90.0 +55.014--99-00..00 +55.0 -W. 0 +55.0 -90.0 +55.0 -90.0 1+55.0 -87.9 +55.0 -78.1 3M]8" 19-1/47 (Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 1+55.0 -97.9 +55.0 78.1 oar 19414" +55.0 -90.0 1+55.0 -90.0 +55.01 -90.0 1+65.0 -90.0 +65.0 -88.5 +55.0 -81.8 +55.0 -75.1 under 19-9/16P +55-0 -90.0 +55.0 -90.0 +55.0 -90.0 1+55.0 -eB.5 +55.0 -80.2 +55.0 -73.2 +55.0 -66.: 19_911g, thrU 22_117,3 +55.0 -90.0 +55.0 -90.0 +55.01 _90.o +55.0 .90.0 +55.0 -89.1 +55.0 -+55.0 -78.5 +55.0 -70.1 45' 22-9/16" (Equal Lite) +55.0 .90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.6 .8-9.3 -7-8.5 +55.0 -70.1 o%er 22-9116" +55.0 -90.0 +55.0 -90.0 +55.G -90.0 +55.01 -86.5 +55.0 -M.2 +65.0 -73.2 +55.0 _66.: under 20-118" +55.0 -90.0 +55.0 -90.0 +55.0 .8&0 +55.0 -81.8 1+55.0 -75.7 +55.0 -69.2 +55.0 -62.1 20-1180 thru 244rr 3 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.01 44.8 1+55.0 -74.2 +55.0 -65.1 49" 24-9116" (Equal Lite) +55.01 -0.0 1+55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +65.0 -84.8 1+55.0 -74.2 +55.0 .85.1 over 24-9/16" +55.0 -90.0 +55.0 -90.0 +55.0 _86.D +55.0 -81.8 +55.0 -75.7 +55.0 -69.2 +65.0 42.1 under 20-13/16" +55.0 -90.0 +55.01 -90.0 +55.01 -83-5 +55.0 -79.1 +56.0 -74.0 +55.0 '0 -67.3 1+55.0 -61.1 204afl6" thru 25-6/1 6,3 +55.0 -90.0 +55.0 -90.0 +55.01 -90.0 +55.0 -90.0 +55.0 -83.2 +55.0 .72.7 +55.0 -641 50z/8" 25-W (Equall Lite) +5&0 -90.0 +55.0, -90.0 +55.01 -90.0 +55.0 -90.0 +55.0 -83.2 +55.0 '0 -72.7 +55.0 -64.1 aver 25,V8" +55.0 M.0 +55.0 -90.0 +55.01, -83.5 +55.0; -79.1 +55.0 -74.0 + 50 r5 .0 Mo .673 +5501 -61.1 under 2445116" +55.0 -87.9 +55.0 -75.6 +55.0 -65.7 +55.0 -62.3 +55.01 -60.0 () +521.2 -53.: 344&16" thru 30-112..3 +55.0 .87.9 +55.0 -75.8 +55.0 -74.1 +55.0 -74.1 1+65.01 -74.1 �5 +55.0 5 0 -65.5 +55.01 -57.1 30-9111W (Equal Lite) +55.0 -87.9 +55.0 -75.8 +55.0 -74.1 +55.0 -74.1 1+55.01 -74.1 [55 +55.0 55-0 .65.5 +55.0 1 _571 oyer 30-9116" +55.0 -87.9 +65.0 -76.8 +55.0 -74.1 +55.01 -74.1 +55.0 -74.0 +55 .0 +55.0 -65.6 +55.01 .57A under25-3/4P +55.0 .83.9 +55.0 -71.7 +55.0 -6ZO +55.0 -59.9 +55.0 -57.8 + +54.5 -54.5 +51.31 -51.' 25-314" thru 314/2" 3 +55.0 -819 +55.0 -71.7 +55.0 -69A +55.01. -69.4 +55.0 -69.4 +55.0 -64.5 1!5.0 ' _561 31-9116" (Equal Ufte) +55.0 -819 +55.0 -71.7 1+55.0 -69.4 .+55.01 .69.4 +55.0 -69.4 +55.0 -64.5 _ _4 +56.01 ZIB.� - o%er 31-9116" +55.0 -83.9 +55.0 -71.7 1+55.0 -69.4 +55.0 -MA +55.0 -69.4 +5 5.0 -64.5 +55.01 under 29-3/4� +55.01 -68.3 +55.0 -56.3 +52.1 -62.1 +51.6 -51.5 1 +51.5 -51.5 +51.5 -51.5 +50.01 -50A 29-3/4" thru 36-1/2" 3 +65.0 .68.3 +55.0 -56.3 +52.11 _6zi +51.5 -51.5 1+51.5 .51.5 1+61.5 -51.5- +51.5 -511; 73" - 36-9116" (Equal Ute) +55.0 -68.3 +55.0 -56.3 +52.11 -521 +51.5 .51-6 +51.51 -51.5 1+51.51 -51.5 +51.5 -51.1 - oxer 36-9/16" +55.0 .68.3 +55.0 -56.3 +52.1 1 +51.5 .51.5 +51.5 -51.5 1 +51.51 -51.5 +51.5 -51-1 under31-3/t +55.0 -M5 +50.8 -50.8 +463 40.3 +45.2 45.2 +45.01 -45.0 +45.01 -45.0 +45.0 .451 78" 31-314" thni 39':F-- 755.0 .50.8 -4 � .45.0 +45.0 45A 39-1116" (Equal Lite) 1+55.01 -50.8 _:+!246..3 +46.3 [ -46.3 +45.2 -45.2 +45.01 45.0 1+45.01 45.0 1+45.01 -45. 'Tip -to -tip dimensions forflange vAndows shown. Forlin Windows orbuck dimensions, subtract 1". 20%erall sash height. For clear daylight height, subtract 3-9116'. 3 Size range includes the standard Pro -View r2l�over-2 configuration) fbrthe ghen Window Height. For overall sash width, subtract 2-15116!'from the buck dimension. WINDOW HEIGHT -SASH HEIGHT CANNOT FXCEED53"- I INSTALLATION DETAILS Ri'm FIN FRAMES INSTALLATION OPTION 5 1 CURVED HEADER EDGE INSTALLATION DISTA�NCE ANCHOR (SCREI THROUGHTHEF EDGE DISTANCE 1.465" VISIBLE LIGHT HEIGHT EXTERIOR 2.751" BUCK HEIGHT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE SEE TABLE 6. THIS SHEJ INSTALLATION OPTION 6 INSTALLATION ANCHOR (NAIL) THROUGH THE FIN 2.X WOOD, SEE NOTE 2, THIS SHEET F -------- t— EMBEDMENT EDGE ... CE STANC:DGE DISTANCE EDGE TYP. ANCHOR TYPE, EMBEDMENT AND DISTANCE EDGE DISTANCE PER SUBSTRATE, SEE TABLE 6. THIS SHEET 'X EMBEDMENT Sll-� NDTE 2: THIS SHEET 2X WOOD, SEE NOTE 2, THIS SHEET T EMBEDMENT — —1 114"MAXSHIM -j 114-MAXSHIM TYP. ANCHOR TYPE. EMBEDMENTAND EDGE DISTANCE 4 TYR ANCHOR TYPE, PER SUBSTRATE, EMBEDMENT AND EDGE SEE TABLE 6, THIS DISTANCE PER SUBSTRATE, INSTP SHEET- IMSTAILIL'AT"10N SEE TABLE 6. THIS SHEET. OF OPTION E INSTi STRAIGHT HEADER ANCHO INSTALLATION ANCHOR THROU (SCREW) THROUGH THE FIN INSTALLATION USE EITHER OPTION 7 LATCH 1# 29) OR INSTALLATION BOTTOM LOCK ANCHOR (SCREW) -(��(#1 1). TESTED THROUGH THE FIN UNIT LOCATION: 6,5/8"FROM 64 VENT END. 910 STEEL SELF-DRILUNG VISIBLE SMS (G5) LIGHT HEIGHT 11 '1 1 36 ME EMBEDMENT 114"MMSHIM EDGE DISTANCE EDGE DISTANCE --f 2X WOOD, SEE NOTE 2, THIS SHEET VERTICAL SECTION D-D 1/4"MA)C SHIM ALUMINUWSTEEL 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 INSTALLA71ON OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) 2X WOOD FRAMING OR BUCK, I-IJT THICK OR GREATER. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. AAR DADE API VERTIC, 1/41",� PROPERI TABLE 6 2-1/2' 2-1/2" x 2-11Z'� #10 Ste MIMIMU IIH:,, S ATE F .......... A. LWd WA P.r. P.E.#58705 ABLE 7' Anchor Quantities Required, Flange Framb Maxim= Window Halght, ash He (see F! :9= A. Zs sheet) MminnurnWrWowWifth' 19-11ir 2611r 33" 111 1 41' G A Group B Gwup C Gmup A Group B Group C Al Group BIGroup CI Group A Group BIGnoup CI Group A Group BI Group C Group A G, M C of M -X5 o: 2 W M W M of M a: W W -Ma o' 2 Z 2 2 2 M W M 2 M 2 2 2 a , M M , 2 lZ 23' 11-9119- (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 1 2 1 2 1 2 2 2 2 2 2 2 -2 37' 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 2 1 2 21 2 1 3 1 3 1 2 3 3 2 2 2 3 2 2 2 1 4 3 2 3 1 3 3 2 2 2 2 2 21 2 2 2 2 2 21 2 1 3 2 3 2 2 2 3 2 3 2 21 2 1 3 1 2 3 2 3 2 4 1 2 10*16.a 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 1 3 2 1 3 2 4 2 3 :d:ul! 1�77 _ J�F 2 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 !3 !3 3 384V 19-114' (Eq� to) 'U 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 2 2 3 19_1 14 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 3 3 2 3 3 2 3 2 4 2 3 2 3 2 4 2 under 19-W16" 2 2 2 2 2 2 2 3 2 3 2 2 2 4 2 3 2 3 2 4 2 2 3 2 3 2 4 2 4 2 3 2 4 2 4 2 [ 2 2 2 [2 45" 22-9/16- (Equal Lite) 7 2 2 2 2 2 2 2 2 2 2 2 2 2 3 31 2 1 2 2 2 3 3 3 3 3 2 2 3 3 3 3 2 1 2 3 3 3 —over22-91116- 2 2 2 2 21 2 2 3 2 3 2 2 2 4 2 1 3 2 3 2 4 4 2 3 3 2 3 2 4 2 4 2 3 2 4 under 20-1/5' _ai 2 2 2 2 2 2 2 3 2 3 2 3 2 4 2 3 1 2 3 2 4 2 4 2 2 3 2 4 2 4 2 3 2 4 2 4 __ �118-thiu24-1�03 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 4 3 3 2 2 3 21 3 2 4 3 3 49' 24-9/16, Isqual Lite) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 21 3 1 3 1 3 1 3 2 2 3 3 3 - - 2 2 1 3 1 31 3 awr24-9119- 2 2 2 21 2 1 2 1 2 1 3 2 3 2 3 2 4 2 3 2 3 1 2 1 4 1 2 1 4 2, 3 1 2 4 2 4 1 2 3 1 2 4 2 under 20-13116' 3 2 2 2 1 2 1 2 3 2 3 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 2 4 4 2 1 3 2 4 2 4 20A3116" thru 25-5W/19' 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 3 2 3 2 4 3 3 25,W (Equal Ute) 2 2 2 2 2 2 2 _2 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 1 3 3 3 3 3 3 3 3 ovir 25-T5' 2 3 2 2 2 2 2 3 2 3 2 3 2 4 2 4 1 2 3 2 4 2 4 2 3 3 2 4 4 2 1 2 2 3 2 4 2 under24-15116- 3 3 3 3 3 3 4 3 3 3 3 3 4 3 4 3 1 3 3 4 3 4 3 3 3 3 4 3 4 4 3 [4 3 3 5 3 4 34-15119- thm 3D.1/2- 3 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 1 3 2 4 3 3 2 T 213 2 4 3 4 4 3 3 3 2 4 3 3 61- 30-9/16' (Equal Ulta) 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3, 2 2 3 3 3 - 2 2 2 3 3 3 3 3 over 30-sill 2 3 2 2 2 2 2 3 2 3 2 2 2 4 2 3 1 2 3 2 4 2 3 2 3 3 3 3 4 4 1 2 2 4 4 2 3 3 4 2 under25-3/4" 3 2 3 2 . 3 2 4 2 3 2 3 2 4 2 2 3 21 3 2 1 4 2 4 2 3 2 4 2 4 2 2 3 2 5 2 4 25,V4' thru 31-IW 3 2 2 2 2 1 2 2 3 2 2 2 2 2 3 2 2 3 2 2 2 1 4 3 3 2 3 2 4 3 3 3 3 2 4 3 4 67 31-9116- (Equal Lite) 2 2 2 2 2 2 2 2 2 2 2 2 3 31 3 3 r2 2 3 3 a 3 2 2 3 3 3 3 3 3 3 3 t42 3 over 3"119' 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 2 3 2 3 1 3 4 2 4 2 3 3 1 under 29-314' 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 1 2 3 1 2 4 2 3 2 3 2 4 2 4 2 3 2 4 2 4 29-3w thru se.1ir 3 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 4 3 3 38-9116' (Equal Ufte) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 21 2 2 3 3 2 2 2 2 3 3 1 3 3 2 2 3 3 3 ow36-WIV 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 21 2 2 3 3 2 3 2 2 3 3 1 3 3 2 2 3 3 3 1 3 1 2 3 2 3 2 3 2 3 2 3 3 2 2 3 2 3 2 3 2 3 2 3 72 4 2 3 2 3 2 4 2 1 4 r7 311 3 2 3 2 3 2 3 2 3 _q2 3 2 + 3 2 3 2 2 3 2 3 2 3 2 3 2 3 2 3 3 3 3 /je` (Equal Lite) 2 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 1 2 , 2 1 21 2 1 2 3 3 2 2 2 2] 3 3 3 3 2 2 3 =3 Tip -to -tip dimensions for flange windows shovm. For buck dimensions, subtract 1'. * Overall sash height. For clear daylight height. subtract 3-9116". * Size range includes thestandard Pro-Viaw(3-over-2 configumation)forthe given VvIndowHeight. �FRC�M SEAM "MR' refers to "Meeting Rail". For ouerall sash width, subtract 2-15/16" from the buck dimension. WINDOW HEIGHT -SASH HEIGHT CANNOT EXCEED 53". W 1) USE THIS TA13LE FOR ALL R-ANGED WINDOWS PER THE ELEVATION 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 ND7H OR HEIGHT DIMENSION SHOWN ON THE TABLE. 4) REFER TO TABLE 5. SHEET 4 FOR ANCHOR GROUP DESCRIPTIONS. I Item 9 PGT Dwrg. # PGT Part # Description 1 2703E 62703EW Flange Frame Head 2 2751B 62751BW Flange Frame Sill 3 2781 62781W Flange Frame Jamb 4 2713 62713BW Integral Fin Frame Head 5 2714E 62714EW integral Fin Frame Sill 6 2782 62782W Integral Fin Frame Jamb 7 2706 62706DW Sash Bottom Rail 8 2707 62707CW Sash Top Rail 9 2739 62739W Fixed Meeting Rail 10 2709 62709CW Sash Side Rail 11 2740B 742740AW Sash Bottom Lock 12 2785 62785W Sash Stop 13 134 66615 Addon Flange 20 1226 61226DW Vinyl Bulb, Flex PVC 70 21 1662C 71662CW Head/Sill Gasket, Polyethelyne 22 1270 7PADI 18 Open Cell Foam Pad 23 2772 72772SHK Fixed Meeting Rail Plug Gasket, Rigid PVC 24 4066 64066G Wstp., 187 X.230 Fin Sea[ 25 2784 72784W Pash Side Rail Gasket, Polyethelyne 26 1078 7121 UM jBalance Take-out Clip 27 Varies per Size lBalance 28 2711 4280OW Sash Cam, Nylon 29 1090 71096W Sweep Latch, Znc 30 1016 7858WW #B X.625 Ph. Fl. SMS [a-tch Screws 31 1267 71267N Setting Block 116'x Mu x 1*, EPDM See Sheet 7 fbr Material^- Kommeding 4SG TPS Spacer System 33 Quanex Super Spacer nXrwith Hot Melt Butyl 3132 4 Quanex Dufaseal 35 Cardinal XL Edge Spacer 36 Sash Bottom Lack Spring 37 Screen Cloth, Fiberglass 38 Dow Coming 899 Silicone Glazing Sealant 40 1625 61625B Glass Bead (118" Glass) 41 2719 6271 9B Glass Bead (3116" Glass) 42 1263 61263B Glass Bead (1/4" Glass) 43 1253 6VT48B Glass Bead (I.G.) 50 781 PQA #8 X I" QUAD Pn SMS 51 781 PS-rX #8 X 1- Sq. Pn Twin Fast SMS - 410 S.S. 52 1184 78ILHPQA #8-15 x 1 LH TWInfest Screw Zinc 53 1186 781 LHPQX #8-15 x 1 LH Twinlast Screw Zinc (S.S.) 54 78XlPFTFUA #8 X I" Ph FI ulcut SMS 55 78X1 FPAX #8 X I " Ph FI - Stainless Steel 60 118" Annealed or Tempered Glass 61 3/16" Annealed or Tempered Glass 1/4" Annealed or Tempered Glass 63 118"- 1/4" Air - 1/8' An. or Temp. I.G. 64 118'1- 3/16" Air - 3/16" An. or Temp. I.G. [-- 2.00 .062' ��F .. -i FLANGE FRAME HEAD 6063-T6 ALUMINUM 2.056' ro 57 1 3.225" L-050" 1.125" L— - 050, 2.1156' INTEGRAL FIN FRAME SILL 6063-T6 ALUMINUM .062" —1 1.582" .062' .010" 010. FIXED MEETING RAIL 6063-T6 ALUMINUM 100. C2 2-000" .0507 .050" .062" , .0501 —r 1 .926- SASH SID 6063-T6 A . . . . . . . . . . A. LIMNIMILI-6, RE P.E-# 53705 SCANNED BY "nin r�n""f y MIAM MIAM-DADE COUNTY hwAa� PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(?W315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w�.minmidade.govkeonmnv PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and rei-tib6EM-n. v. use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the ABJ (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 inctir 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 productor material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - APPROVAL DOCUMENT: Drawing No. 6300JR, titled "finpact—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-Dadc County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/serirs, and following statement: "Mianti-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NCIA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. i Misuse of this NOA as an endorsement of any product� for sales, advertising or any other purposes sMI automatically terminate this NCA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA nuniber 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 NCIA 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 it thejob site at the request of the Building Official. This NOA revises and renews NOA# 14-1105.01 and consists of this page I and evidence pages B-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 14 2016 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submiffed 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- I thin E- 1), dated 02/28111, and addendum letter dated 05105111, signed and sealed by Marlin D. Brinson, P.E. (Su binitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 51h Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. IASI _2416wago� - Manuej,"e e7� P.E. Product Cont(oll)xaminer NOA Ndf6-0218.03 Expiration Date: May 26,2021 Approval Date: April 14 2016 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTE, D F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no fmancial 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 E xtruded Aluminum Tube Mullion — L.MJ., approved on 02/12/15 and expiring on 05126/16. P,E' ;iner Manuel Product Cantrj NOANO�0218 .03 Expiration Date: May 26,2021 Approval Date: April 14 2016 E-2 DETAILA: MULLION TO 2X WOOD BUCK ORWOODFRAMING (OFFSET CLIP SHOWN) S THE SEI'MD T_ �wym ��cy �OD MWNR I MUMN ja21-'"'PMH0UE LWATIONG AU.W�NS . . I SIDE VIEW FRONTVIEW INSTAULATIONNOTES,' I)ANCHOR EMSEDMENITTO BASEMATERM SHALL BE BEYOND WALL DRESSING OR STUCOO. 2) QLANTIIYOFANCHORSAND MUU-ON SIZE SHOWNABOVEARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY ISBASED PARTLY CN THE ANCHOR TOANOIORDISTANCE. THE CORRECT QUAN71TYAND LOCATIONOFANCHORS MUST BEFOULOWED. REFERTOTHETABLESONTHE FOLLOWING SHEETS. FOR DETAILSA-D. EITHERTHESTANDAROOR INTERIORCUP MAYBE USED. 3) ANCHOR HEAD TYPE MAY OF PANHEAD. HEXHEAD OR FLATHEAD. 4) WOOD SUCKS An OPTIONAi-, SEE DETAIL Q. SHEET Z 5) FOR MASONRY APPLICATIONS IN MLAM�DAOE COUNTY, USE ONLY MIAMMME COUNTY APPROVED EI.CO ULTRACON OR ELOO 11V B.S. AGGREGATM MASONRY ANCHORS. DETAIL B: MULLION ATTACHED TO IX WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) EXTERIOER prA FRONTVIEW- A SIDE VIEW -:9.T-"&. CUPWYDE INSTAUUM. M%M lom z "po .......... A. [�NNIMILLEF6.E. FL P.E.0 68705 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1; MULTIPLE J�ENINO ffRVIR sEE MULLIONS ATHRUG; SlIEETSM AD! HCRNONT� LENGTH, H�X_ No� I-VIGTH LILLOONFIGURATIONS I.—OPwRo"OTH-1 OPL 1� L .low L H/ L SINGLEMUILON SNOLEMULUON SSE DETAILS FROM FIGURE I ABOVE. STANDARDS USED,. .2014 FLORIDA BUILDING -CODE (FBC� " "'M -ANSUAF&PA �2012 FOR WOOD CONSI RUIT .ALUMINUM DESIGN MAIiUAL. MM-2010 -AISLSlDG 07IS2.2010 I 0 �TRATICN PRoovmmY MULTIPLE MULLIONS GENESAL NOTES: ONLY. ANCHORS SHOWN ME IN ADDITION TO AND ME TO BE DESIGNED BY OTHERS. IXOR MWOOD BUCKS IF USED 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF T14E MULLED UNITS. MULLIONS HAVE BEEN TESTED AS 'MEE-FLOA711,10� AND DO NOT NEED TO BE DJ�OTLY ATTACHED TO TH9 MULLION CLIPS, BUT SNAIL NOT HAVE A GAP OF MORE THAN IW FROM THE CUP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS APE CALCULATED TO DEFLECT NO MORE TRAIN U181). THE 113 STRESS INMENM WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF MOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) USE WE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADUACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXIMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDEIR ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESV%kFION PRODUCTS SHML APPLY. 6) WHEN FINDING YOUR SIM IN THE MUU.TON TABLES. ALWAYS ONTHETMLE(S). 7) ANCHOR EMBEDMENTTO BASE MATERIAL S� BE BEYOND WALL DRESSING ORSTUCCO. WOOD BUCKS BY OTHERS. MUST BEANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SKILL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. B) REFERENCE. TEST REPORTS: F171,4443, ELCO ULTRACOWAGGRE-GATORNONS 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS, MUWONSARE ONLY70 BE USED WITH POT -APPROVED FENE37RATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVRZ. li) QUANTITY OF UNITS WITHIN A MULTIPLE MULLET) ASSEMBLY IS UNUMITFD PROVIDED THAT THE $PAN AND OPENING WIDTHfHEIGHT OF EACH INDIVIDUAL MULLION OOMPUES WITH THE REQUIREMENTS OF THIS NOX INSTRUCTIOM 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (WVFP) FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT T14E DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS WCTMGUILAR� OR -TRONGULAR(IRNPEZOIDAV. mull MULL 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE. FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBSI. THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO MAIN THE Flia MUUJON CAPACITY. 0) FROM THE ANCHOR CAPACITY (WSJ TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION (MULTIPLE ANCHORISUBSTRATEIANCHOR-CUP PATTERN MAY APPLY) SELECT AN ANCHOR CUP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. 7) IFTHE MULLION CAPACITY M82MOBTAINED IN THE TABLE IS HIGHERTHAN THE DH16'N PRESUR5 REWIREMENT (L� FORTHE OPMING. YOU MAYUSE THE "ANCHOR CAPACITY ADJUSTMENT FORMUIX TO OBTAIN VALUE A LOWERANC14OR CAPACITY ORION MAYBE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LBSIFP) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPAREWITE THE FINAL MULLION RPACITY fWSMP) OBTAINED FORTHE MULLION SYSTEM. THE LOWER OF THE TWO SH�APPLY FOR7HI! EN11REMULUED FENESTWTION PRODUCT Azzm5m 0) HIGHLIGHT ORION USED AND TABLE VALUES USED IN A SPECiFiCAPPLICKTION WN� USING THIS NOATO APPLY FORAPERMIT. No. 56705 % * DETAIL C: MULLION DIFECTLY ATTACHED TO MASONRYSTRUCTURE (STANDARD CLIP SHOWN) m E= ST am"MM WPMYW MTAUM.Y vls�w r::�> - EXTEFUOR� MlN2.7ftWNWtTEOR0W FRONT VIEW ANCHORS FIN FAMED MO W JSW FOR OTHERFRAMETY'K 4 W..cmck P2 MKSTRP E. rl 08 1704 U AMCHM VOTHEZS, SEENM SHEETI. ME I—�.1,52MM. MN23MICOMCRETEOR� 1B'130 SIDE VIEW INSTAU-ATION NOTES; 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL HE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY 18 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 PANHEND. HEXHEAO OR FILATHEAD. 4) WOOD BUCKS ARE OPTiONAL.SEE DETAIL C, SHEET a 6) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO IW S.S. AGGREGATOR MASONRY ANCHORS. FIR NNTVIEW EXTERIOR DETAIL E: MULLION TO MULLION -MIK INTERSECTION NOTES. (U-CLIP) 1) MAY BE INSTALLED IN '� ORTROSS' loor� INTERSECTIONS. ms vt 2) MAY BE INSTALLED HORIWNTAULY (SHOWN)ORVERTCALLY. 3) SEE U-CLIP DRAWINGS. SHEETS 2"3 FOR CORRESPONDING MULLION. TOPVIEW FRONTVIEW DETAIL D: MULLICR—ATTACHEDTO STEELSTUD (STANDARD CLIP SH, NOTES: 1) FOR 2X WOOD -BACKED STEM STUDS, WOOD ANCHOR %%LUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-20, FOR QUANTITY OF SCREW& D*TANW SEETABLES 10430 SIDE VIEW SIDE VIEW L "flu PLO t::�> EXTERIOR QVIMOR (2) DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) INTO�D,STEEL. AUAk.CWOR�NRY EMEM SIDE MEN UHMNMH I-X X.12W mill-Lt. NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.2V X21V X,126- MULLION. 2) SEE TABLES ISADB FOR ANCHOR QUANTITIES AND SHEETS 2143 FOR HOLE LOCATIONS, 3) THE 2X5 CLIP 15 NOT SUITABLE FORTHIS APPLICATION, DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) NOTES FOR INSTALLATION OPTION G & H: 1) USE 2 ANGLE CLIPS PER MULUON MD. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES IB-14B FOR ANCHOR QUANTITIES AND SHEETS V-23 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES I ED OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE LOCATICNS. "I""t �NHN m� ,��P 4 TABLE 1A Mullion Domain; III (for"ruW"Parrin Table Obse) MU111001 Ing Hj9M(f0r1,c2d2mo14,. Van ffrfians) 140-1. wdru LNAM R..PW ftpfnlr� 001c NU, A lft,m.oa� I. W. or loan ro 11 I IN lx2x.126 AJ.m Tub bcoin Loofflog aafta .a Lood, und, af, Lood., I h I mulum, W11 a P., 'as Ut. RO 408 1 ate 403 .4 319 MI 08 INA 319 B&O 35, 4w 1 OL 0.1 312 24 41.6 312 6IJ M 37. -31 7707 312 61.0 244 12 2 01.0 GIA 2" A 312 1 39.9 2al I M 354 IN 'A Wo 7. _9 -2W 9.3 210 NA 241 49L3 210 Z. 7 A 30A IN 20.3 247 31.4 193 210 247 W 10 IN 4 us 247 IN -i, 24.0 20 9 IN 21.3 M 21.1 1 159 IC2 20 257 T., ITT ,a No I... IN 27 207 181 24,5 0 10.4 191 22a SA 21.7 143 24 tob IN 21.0 IN Is a Ila 16 I TAI Anchor Coardw 3.5k Coca. Troll Coal m.wu 7-- 9L' C�ho FIRM wu 11-NEkc PTWM .061W 012.. Maw I 11261M sabla.1.1 lumnam. AcIrarIVK, wIw Er VIVEk. :E - E , �W.- 1-0011!- Auvw0ow a. AnchorClIpPattems I coo I'll 1.11, 1 Iwv I� r INC I 2801. 1 oc 0 IN 4CI 1. No w" Zlot i `cona mor -WA -WA 7WAA A WA A an .1. I'm. m.-E.-M 11010,31ii ccr WA WA WA Is 1. .1. UNUM g noa- As Marc VwI. INU. 'ON wfic NVA 76afto Mano MAIN IVA Nm Ua ft --A NAA VA WA WA WA WA WA NVA 17.1b, N, 1. 2 DIM hao. OEM Imm 149 ra 111. .-1 -ft .�acs who 2AN"d MV No.. -1 ra A A MA IN W VA VA A WffTc- �R WE d1FFRFT III VP USE THE SAME ANCHOR P/ FIGURE 1: IS RE 2: 10 11 0 0 * 0 FIGURES: F ANGLE CUP MUST BE WED IN PAIRS. FIGURE4. FIGURE 6: FIGURE&. BLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1.000- 2) LINEAR INTERPOLATION BETWEEN MUU. LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR ErACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-U FIGURES SHOW SUGGESTED, APPROXMATE HOLE LOCATIONS. 12V 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUTTILLED CONFORM TO AS7M C-90. WOOD SHALL BE PRES-5URISTREATED CONCRETE BLOCK UNIT (CMU) SHALL YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE WW5 AND BE A MINIMUM CF.125- TO BE A MINIMUM GRADE 33 ANO.045- THICK (18 CAUSE) STRUCTURAL STEEL TO BE AT I'X2'X.12VMUWON THICK STEEL STUDS I-EASTAWTHICK AND A38. ALL ANCHORS INTO METAL SHALL E)(TEND AT LEAST 3 SCSEW THREADS BEYOND THE MATERIAL 410 & 012 ANCHORS INTO WOOD MAY BE STEEL, 18.8 B.S. OR 410 S.8 ONN TABLE 2A M.111m CA Opuma III oropening He ;ht(forw Et.-"v. muikmm) SON Sigh .IS low INA INSIR.Ww TMP-- RW"U. RISASIMN. m W�*�411 Topnglw. glooniAw V.Wdm IN LNE'l Logo, .01 1A -,AdN USE, UNINg 1I.mTub0 Moulon .n ASIA I. Ina INS Soo ME 607 I 1 51.3 4 ,2 Ai m Sof ISS, 11112 WE 478 410 m IxTj AW no I 507 Imol IMT SEE AM 1130 US 4 no M9.0 no 105 ME MA SO A A w 210 logo " m go, IWE 517 w, me 51.6 No SET a lag no SEES .17 go fin 1 IS wh �e. 1 12 1 W [ JU 113 1 —n—l" An n IQ TABLE 28 ----- -- :--::":ChSrCciE;Tnh?. INUVIIIA 114-EWIVINME ono 1. Son) nil,bod WWI 0 mu '"SEEW M2SN1 MMSd 1111P "WEI. VIVEU 114- 35 a* -11 USSIGN Sir Son, UNEn 414- Eho N.A. . A.EI`S,,.E,g,(35) So.( ftA AnchorCUpPattlIn 24W IM. E.�EM �SSSNMI 97 ..... . 3 tNL� SIDIN .A MIN 442 1 vmnoc� :1 AS, 1 MIN 1 ISOM IWSA ISMEA —AN 2 SAW REIM �2 =IN SOM, limb, A� WA Not 1 nA 03" 11201A NA I IN All" ml, I 2".Guvw.o. WA NIA IANMIII�I'Ni MEN MIN I. IS. I I'll. ..... .. !W!-A� �Wlft;Qft Woo L'21�'E ;F '9 11 N NA I MA I I.. F. THE SAME ANCHUE VAI I. AND ANCHOR VAWE� AIJ EE oIAnARD MIR FiGUREI: FIGURE 2: TABLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET26 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GE14EML INSTALLATION MMODS. 2) LINEAR INTERPOLATION BETWEEN MUM UENGTH$ ANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURES: 11 0 ANGLE CLIP MUST BE USED IN PAIRS, FIGURE4: FIGURE15: FIGURE 0: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT 10 SCALE, FOR EXACT DMENSIONS, SEE $HESS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROXIMATE 14OLE LOCATIONS. 4) SUBSTRAITES: CONCRETE 814ALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C40. WOOD SHALL BE PRESSURE-TR5ATED YELLOW SOUTHERN PINE WITH AN SG OF SM. AWMINUM SHALL BE EWS.T6ANO SEAMINIMUM CF.12V THICK STEEL STUDS TO BEA MINIMUM GRACE 33AND.045- T14ICK (18 GAUGE). STRUCTURAL STEIELTO BEAT LEAST . 125- THICKAND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THRIEADS, BEYOND THE MATERIA- 410 & 012 ANCHORS INTO WOOD MAY BE STEEL, I" S.S. OR 410 SZ. ul LYNN No.66705 0 > — — — — — — — — — 0 S — — — p m o > 0 WR- — — — — — — — — — — — — — — � w T t T 2 - 9 it � �3 i 0 � Z b � � r � i; �_ o . . P� - - - - - - - - - - - - - - — — — — — — — — — — - R q, us _p 2 e 96 b b* — — — — — — — — — — — — — — 8 E zj�.P.4 ;Wl. p '.2 0 . 'b o it z— 0 — — — — — — MIS RaMil > FIR Ill r j7j 0 go rm" To a Am 0, % K 309 m T'; A as- m c on m 0 0 O.r 5 ld UIR44 om -------- W- 2 zo mu'm� �; A -0 A OM05 ;j 02, 0 OZ. t do o--_ 1! trlE .0 > z------ 0 1, z mm 0 % 'q 1 9 r OR zK cZ3 Z. 0 3j A .012�00 *0 .0 oom.�.g8 Oz Oz 99 - = E� . K >0 9 mu- -1 > g4 �KJZ 2i IT gn - 9 . j-'jljTjEjlj--_ § 5 WU P. m z 0 Om In p 2 %T�.89 2 A I?s 90>T P05. �9 19 9911 - Bf R_ 9!p��mq F Fow��) 91 � . � ; , 0 :Z� 0 t�- zs'� I z 99 �Qp� 1 j=�jEj!j!j§.j 22 m 5 m 0 z 0 0 z > g g E R 00 0� cc �Ml 3� it M,:E,wm..wH E z qA.-'Xz.G. 0 'c -No moilCaR' I mm. -m 0. �.F m 0 P, IMPACT -RESISTANT ALUMINUM TUBE MULLIONS X.375 MULI LSPECS lX2 .75 WA wA —IRKOMM 1—oat29/11 _13 L J k6SOWSKI r�IMO/14 DNaIMUU-_J� SHEETsET Mullion 00020KYTabl, SIDS11i OponIng On (Wwr9wo"prift won miflais)OrOpenling H h1oforIoniscri 901. IN In makins) Win 701n Iml, 140b IMh IX 2.18. =.F." 1 �'m .27 Anfl.pnd. -ft M Ilwod , uw. N,(=.r I Tl;aT RNwad ulding Twillina walo M=- =1 R-wOW- Wallis Ono wom .160AIum T.b. Mullion I ul! I iT IDDLOJON1170.01 425 171.0 1 TO 117110 1 M VO-01 IN 117001 No ITOA M IMOI 510 17D.01 1116 170.01 621 T mo 14M 17001 ul in.? IND 1704 521 Ime I Im 170.01 mi I I 011 !-4 M I !1ZE 170.01 ON 1170,01 M 1704111" 1170 01 "1 list Ins Dos 67 - 141311417 110.01 M 121.5 00 17. NO 10.311417 ITOO 1 NO I I;.' P21 Ts. ;,! I �! I. m 1.1 7. i s' M 7111s .. H' J70.01 110 1 ITao I In ISM 12M RsO 747 Im IN)a 750 :2t'! im 1 .5 Im 170.0 7 GIA loss V00 760 i s DOO TO' 1 0 - 012 170.0 m Ilan �IZO. R. 11 L-I Ins Ilis IT&O MT me 1120 flos ON 0 in IIW 174A 70. 01 88 Ts.3 Ills 71mo 501 I M5 915 112.3 701 12551 015 114161 740 ms�-' 29 WA 015 1 10.91 m �.011afl I 114.,l III; 01 115 N7 INA 711 SLI 115 0 5 DID IM.9 ON IND .30 1232 01 OLD NO 1112 ON 84A OW IU.8 ON 633 ON 642 SM ".1 649 47A 09 OOh IXI 757 IQO NO f IND 757 0.1 oil 73A 767 0.11 No ato W 142 W NO 76T 47.2 757 70.2 NI 41.3 IV ni. 101.71 em I NJ No 0. . 7" $21 DO . V 514 - Ds. 0 s.3 78 ill 810 M il 1 1�411 V.4 414 1111 2 IA 0.1 ss' go No 4�0.5 64A WO DI 571 _I 542 604 541 471 440 460 0 44.41 571 On M5 M.0 41% 02 412 2 0.0 5711 DO oil 47k M 460 460 437 NO DID 671 DID .0 . DO Win 52.1 40 7 N of so. W 35A m 219 407 32.1 M 4.0 4" W Olk 42,0139 1 32) no M I.. IN 1 Ioah 0.1 " IN m -Zs M al M as 251 21.5 M n.6 NY 10.0 DO) 110 2" -2311 T' DO . . . . . . III In '. ".5 sis 2V m.3- 242 .1 m 0.8 m loe DID 0 235 1 IT,3 W lall no 141. no 'o on m - �a I mi I m I Ills I DID 1 1&71 229 11.21 M I[ TA13LE 413 Ann Tablo III) I ,tOrcopaclty D, IX w1l.mu R1IM mu I I sw A NIVEW.Mirm. R.ENUD.. nl� Wtrl!k.U�. IM' 9" Uft"'m Ult.. AW,,,, 8l. (05) 51. (01 841.01 1 AncharClIpPaNnns F- 2AN"0435-14h 12 IV 19.010! IM4. T. I 4A." 0 IAD A _n Is 1 A ;w A WA I WA rism WA 1 A^ 1 n- t n- �.A I NA I n- I n- I WA mill no. �wp 473 1 mw 44fll NO m a lJO, M. ..", '�? I'll. -'I 1 I l�F Tl-[FNAMF ANCHOR PATTBRON AND MUHORVALUESAS THE STANDARD Mop! r.lorl Fn vAl uF% ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE2: TABLE NOTES, I)SEESHEETIFORI 87RUCTIONS ON USINGTHE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEESHeETS2 4 FOR'GENERAL INSTALLATION METHODS. I G WIDTHS IS ALLOWABLE. FIGUR93: 1 0 111 0 1 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4'. FIGURES'. FIGURES: noo rr; � : I 2) LINEAR INTERPOLATION BETWEEN MUL1. UENGTH$ ANDIOR OPEN N 3) MULLION AND MULLION CUP13 SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS. SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-a FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT ICMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG Of 0.65. ALUMINUM SHALL BEO�76 AND BEA MINIMUM U-12V THICK. STEEL STUDS TO OF A MINIMUM GRADE WAND.045' THICK(IS CAUSE). STRUCTURAL STEEL TO BEAT UFAST.12W THICK AND ASO. ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BUONO THE MATERIAL #10 & 412 ANCHORS INTO WOOD MAYBE MEI� 1" S.S. OR410 S.S. .ANCHOR TO THE I'X2.7TX.65VMULUON NO. 56705 40 , S;l lS'/O ........ A. LYNN MILLER, P.E. FIL P.E.# 58705 Mullion C.Psofty Tabas (Ibsff? j 00mmirm ago Oldforss) or Opritra He wit 11,10orWearlOWPO mallaws) age, Nin Bass, 1201, 140.1's late, 1-x3.125'x Fsem.pew usearg Tr'r1ms' .. Rashossul IN= No less""n IN,loaqw. ft I Is.,wrliev Leaders moweest, seems lftpm.g Load, wd.,usar �171". ;Nfn Itessatsw U.4, 711, Nor wide, Fs.d.'Aar I D. wo, .500, Alum Tubasessill THI! I I h I Ila W 1125-113, 111 11 11111111 J170.01 III 11111m 111 11411111 H gal 1 1 1 Net 17001 ON ITO�O i 43S 11110 1 744 170�O 1 478 170.01 ON 1170,01 Bass small OR 117&0 1 510 170.01 IIIis 112 ON LIU Ms. 1" 0 L"'a L177M'Qj 1 I BW IW INOI "I Ina 1725 ilok "'I IN.41 ive 1 170.0 oil i ' " Be as L7.7 170.01 fol IMO I ON IN.0 I ON VOOJ OR 1 1700 1 = 1100 11 1 I"A 1 01 1700 1275 i 170.0 1417 57.7 less, !70.0 ins 1517 110.0 ON 1%21 15" 170.0 NO I 55L.1 ZM.1 170.01 M 170.0 1 ON 110.01 631 sees 110.0 ON I.- k". 1700 1 in 1700 Iva slag 1494 IMO I TO 141.71 140 ��Mo a No Me 1405 17" IN 170.0 70 W 1170.0 TV Noel Big 170.01 M 171D 1 691 170,0 1 1110 1170,01 IN ".a Iva its's am INA a 140.6 17MO ON MI INA -3 ties 170.0 am am less 170.0 us mt. 1170.01 ON I 11710 1 701 170.01 1063 00.01 TV us InT 110 167.0 22% 101 IN ZDh Be R., lls. Be 5 list Ore --- 1"1 003 Tf-w W-5 BOA 1`151 105 '2.2 n' S 150.911%9 1170.01 ON 37.01 ON[ �70.01 0.6 1 ow 110.8 OUR 141.7 50 ties 1"0 1 = Ot -.0 9 [-IND IBL6 .. its sees li" age, Qss less lieso BID 60.0 1040 lie., Big 1Z. '!.a IN.01 M 1151.31 Bass 11111 ON in.? I Too 1"I was 12t.41 ITS as ON 11241 70 MA ease $41701" a, JIMAI".401 015 Ne 00 914 749 04 Pas M7 74 5ZI ON -2.1- 72 NO 12" M sees Bar 107A i wa 114.91 ON 91. 1 No L- "' t2 1 669 71.4 am 0.91 U9 442 M me se. as an 722 (IN I It 4tI gas Bar 21 14 1 ON ol'o RI 01.0 ON vsk ni 1. sm - -!!-3 0.3 VI -a- TuTm - Ky 721 its NO me IN . , a 45.5 -- ni BIA ON ato L21 0.0 ON NA 721 ties M IM LN.2 101.0 2 __JL . KBA . K2 ON M MA A a 557 5 7 Me ON 75A 575 5" 00.1 Bar %I gas 41 ON gas ON N9 al ON ON 64.1 511 sell ON 61,3 -iA was 31.01 ON I gess 5u 0 k% Its 514 W.9 49 Its s4 514 57.3 '3 ON 4 47.0 -ill 600 440 -4- 1.1 _!54 5114 4 0 435 -�S - 4 m 4OZ 427 no 514 37.31 421 11A �514 Be 4111 3 ii4 !14 1 N Bass Us 452 0.7 404 42 4U 47A No No U.7 M 40.0 NO n9 45Z X4 M 01 452 320 318 2?11 No :�31 311 IN MA 341 SA 452 242 3 N i iA a a -To-b- -3i.-I W NO SN 31.7 To 32.7 317 27.2 357 29.4 t1A 111 214 7 25.2 3 21.1 IN M7 Me Ito my 2" IN �1 I I I', IN ISO OR 13A 351 1 III h 1 3&1 NO 1 W.8 M NO BeI2 ON U.1 "I no No ge.1 No 21.0 NO 23.1 20 19.5 NO NO 7.5 IN .11 se. I Men V.7 IN ng, gat 23.1 No 217 259 Ig.a M go a 20.5 No IT' NI IN 16.4 Ze AnahGrC.pdc1ty svoswl. 2.7k COOCId. war Eus &Mo.. We us. UEE. Tom. (Ib.I HAMMU FOWPCOU v DOW.. 114- ft.u� OVssEk afWFee VC830 AmIll.rClIpPNIms. 2vz 1 1. 1 1 B-Iff I �-Ol± 1 .... VIV I 14YO I 1� I I�r 1 1 �V4 1 r 2W.047sla. .180gomeors)IMI me, IT No u me 1 16"110 we. No. IN ON se . to 4ABtsarNgI.IVMh0Q1SImJNI( oraseqcu'r 480[m M. P 1 ME, WA M A WA WA 4AMOVOH�M�-.f - girsamp, M seem NOM I MIN I INU= I 1�193 NOW$ I �m 1 NIA 1 1- Mass ('40, i6wao 111k WA WA 'wu Ion 1 At 1 Olm its Me Oa 63. se 1 Nm I w^ I M I 1wvu 1 mm I IOA NA VA WA ... PATTERN AND ANCHOR %A.UESAS THE STANDARD CLIP. ANCHOR FIGURE 1: FIGUR52: LE NOTES, I)SEESHEETI FOR INSTRUCTIONS ON USING THETABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 9 ALLOWABLE FIGUR": 1 0 0 111 0 0 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4: FIGURE 5: FIGURES: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDMR OPENING WIDTHS I MULUON AND MULLION CLIPS SHOWN ME NOT TO SCALE, FOR EXACT DIMENSIONS. SEE SHEETS 21,123, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-n. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI $01 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C� WOOD SOALL BE PRESSURE.TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65, ALUMINUM SHALL BE 606�TS AND BEAMINIMUM OF.126- THICK STEEL STUDS TO BEA MINIMUM GRADE MAND.046- THICK (18 GAUGE). STRUCTURAL STEM TO BE T LEAST,125' THICKAND A36. ALL ANCHORS INTO METAL SHAUL EXTENDAT LEAST 3 SCREW THREADS BEYOND THE MATERIAI-. #10 &#12 ANCHORS INTO WOOD MAYBE STEEL. 1" S.S. OR 410 BE. .ANCHORCAP.- r)b 3. .al . �1- - LU "0. '0 X% FLORIO (2) 1� 0''N*N-'�1% "I ' I ""- A. LYNOWL'E'R', P.E. TABLE M Solution Capacfty Table (aballf") 1 4 x.1n 10�pmrang III (far vaffl.*.PBm1nl 5.7- Win 701. 1 win i Toggi Rectauthar ThPlaft"a RgI.0 na, 7-M Lau, woong, I.ouln, "0., .0 malland) orOpening H Tr- I �qni lawaing" ht (fmIY)muRw*Sp8 nullom) 'Polo I in,wi- tgo R. awaiting, faus'" �Bda; 140M 9 I,,Bd" Main Reumaggin, T"ww"'O. Alum. Tuba Mufflon Q In 4 In 8 N In M U So an h No, Min TOO, POT -70-17 170.0 1704 1700, 17,01 Ing 1 J7041 I Mal 403 UO IN 747 797 I ON M NO US 478 in 17RO I"A 170A IM0 000 I 14Z71 .7 'i 71.8 NO 41.1 435 NO W3 012 7.1 4 TV ! US 483 427 341 170.0 170.0 i7Q.0 I"A 11321 W.3 690 No '017 TO NO ON ON W M M MY 1. 170A I"A IMA 110.0 1123.5 ima 94.6 60.7 49.7 ".a 47a ON Sol M 1 IN on Of 414 419 ON 1"0 17U 1 lm.Q I ITMOI 142,01 IMAJ 07.0 no X3 49.7 409 ne BOB 901 IM I 111011710 IM I OR 1 1 SAO In IN W On 311 JIM W . 1".0 ISIA j".41 I ..Of wo R, 43,2 w US ma -0-64 7" MY no NO w W 412 No INS J7" 1 .0 111 U5.11 W M.0 912 1133 INS It INS I US 475 IMA 17AO J70.01 11O.D 1 iM.71 147.1 X5 Big 01 M I 'BY 415 1 49 400 1- 1700 I INA 1 lV21 HJ.21 100,01 9,9 ns 642 ou 31A VA it's I2M 117041 12M 11" INS M 1 MY us 74 N3 476 371 i".0 �1'1.21 tBOU61 121.41 10,71 U.7 -742 goo 34.6 MA "I SIT L; ffil ISO In 1 ago 1 US 02 400 Nil MA 1683 1405 In, IMQ MT a.? BIA US [$4 Big 2117 got 1240 10 1240 03 1 ' No' 1235 "go If" INS NuZ M MY W ?BY 41 _' 170.0 Ino Ing IM0 130.2 114.0 JWZ 62.7 62.2 614 MA US no %11 WO IN ON 7011 To VY 675 013 MY gm 30 317 110.0 13" 117.1 IM9 83A Too 0.0 WO 40.1 44.5 -ae no To 14W 13M 1235 If" 1042 00 147 09 1 TM NO -4z 4711 7 110.01 170.0 Ino IXO U&I 108.41745 w 7513 SO! 57.3 M.1 to; U, M MY -1 OSSI *I NO 713 No US 'm M 5,11489117041 111.7 1 1 71.6 1 0.1 5 41, UA NO31 G., 1 IM ON "? No I'll 3" INA I 1 :22;1 1125.11 10.0 ago 72.5 M, 17.1 ON M LZ 7" 711 02 ON M 1V.Q 1140 QT3 51.7 4S.5 33. [11 - NATM 17. UM "M 1 IN IF '.2 - ang 047 No IN Ng =.1.7.- F418 IX0 I IMO - 1.1 Na M.4 W4 615 M2 Ul OW -iw-- 1.2 711 US ON US 31.4 1 MY I 07A I an SIA 310 no Sol v = It. 4.4 20, MY no MY M' a, go, M ga-I "1 15.4 357 IYA W4 %A 1 34111 25.1 274 21.0 NO 21 Va M No U12 207 1% 3" 17 253 �Z2 1112 TABLE6B ganin n114' HMWWU FROM :Mu OlYn,w '14'88fto VITE100 010 a" 0128.1 1128 -d 311g, Bit. 1A' Eko U�m AI.G.W tili Alveoli St. (05) &- (0) R-Ug i I �.gnorn. "u, 1 r w 2L 1.171- 614- 1 11121; 1.1-11 2��414JVMKO-Q'BuBg 4AWN01561WMKO-C-13"Bautmoul I Union 1'... I aft" a 'Ark"'. 0�i sn"Won'O"0=520 Z! ;2Z 1 :::WA WA NOW MIN pg WA NA WA Naft Status 112a SO IWOM1 ON�wom No w , J_gg Too, WIM IMZm 2. 1-110M Into. BOB u I " ' Z� I'loft IOM., I Wi,ino IN WA "go' I 11"m 1 1- 1 VA 14mon, 12 -7 �A rk.A NZA 1 - I �51�11 51. 4 3' a. 4n% no 11M 40EMHM-'k�-.-�Z RUH FNE I_,-- ----- ---- ------- I - --- WA MOIBB WA j WA I I n. 1 1 TABLE NOTES, FIGURE 1: FIGURE2: FIGURE3: FIGURE41: FIGURES: FIGURES. 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLESAND SHEET 25 FOR INFOWATION ON LOADING, SEE SHEET$ 24 FOR GENEM INSTALLATION METHODS. 2) LINEAR INTERPOI-ATiON BETWEEN SAUU- LENGTHS AND/OR OPEOING WIDTHS is ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEEM 21-U HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSION& RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW FIGURE6; FIGURE S. FIGME7: SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 3111 SPECIFICATIONS, HOLLOW AND GROUT -FILLED CONCRETE BLOCK MIT (CMU) SHA.L COMFORM TO ASTM �, WOOD SHALL BE PRESVURE-TRFATED YELLOW SOUTHERN PIN E WITH AN 80 OF 0.55. ALUMINUM SHALL BE oa�Tis AND BE A MINIMUM OF.12V THICK. STEEL 17 F-] r7o I I STUDS TO BEA MINIMUM GRACE 33 AND.OW THICK (16 GAU�GE). STRUMM STEEL TO BEAT UEAST.125- HICK ANGLE CUP (FIGURES SIMI) MUST BE USED IN PAIRS. AND A38. ALL ANCHOR$ INTO METALSHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL III& all AM�nr,A twMWOM MAYBE STEEL. 1"BS. OR410S.S, .ANCHOR CAP- I TO ' =10411, J-! ly %71 �TE.. v \N NA\- A� LYNN IAL[K P.E. Fl, P.E.0 58705 TABLhfA I Mellon Capacity Table (Itchi Opening all, 7 am can miklons) orOpOnIaq Haight Dom (for had many-spon" nvAmn) "016 -1. I I an On 1 On I x 4 x.376 Adum.Tub &-r Muffort 421a am WOOM In Min Not Win Win =In Wall tannin = 1 170.0 ino 170.0 Into IMO 1710 IMO Into troll I not N.1 -!LQ- NA 45A Min ,AT 620 Win 147 707 05 M NO 1. It= 742 an GO T"W", IMQ Into iNo 1710 170.0 17U 170A No treat -7"-c MA SIX Q,4 01 ON M3 012 To 74 78 W ' M Into 413 N.alt. n"' 11. 1=1 IVA -1 We 4 Woo 170.0 "..a 0-1-1 74.2 52.1 .0 MA I 012. call 963 IN, Ilia 110 1. N-4, 142 M 475 R.Ififtno N. I R!0 I INA 1 M �nc Into 170.0 no Na' 49,61 .0 GO ON 031 691 IN One ON Once -M" 405 On ftcaipd., icning 170.01 170.0 1 no 1 1700 170.0 17MO One to. 4t.2 M ON IWO Ilia take 1 13M IW IN N. 6% Nernfien, land, 170,01 170.1) 1 17" 1 170.01 line 1�110�10 1170.01 47. act .7 all OJQ ON NO, Bill 040 I= IN3 407 Rioecold. W*, 11 in.. I 17.01 Iran I lu'oj Iran 1 1170.01 I IM61 an, OQW NO I all ON I 11M ties 1278 1417 140 147-1170.01 742 MS 1 I GO 11.1,111dr.9 along 11 Not I 1170,01 I into I 1170.01 1170.0 1 VIA 7, I No 129.111 a Big tell na, wo M lot 10 1 was 4% Rubmand Lmnmm I 1-0 1 InUo Woo 17.01 .5. ".a 126.31 I I 1111111 Nie jrn I INS 14M 42 1. I M 475 L."Ing trod Ina I I Iran 1170.01 a 1 Ma 1 ON M 1 747 47 on 1 413 Rinfilmod. . we, 11 170.0 1710 into Ina ..0 "a h Im Hil 14 1 tit M IN IN TOOPI'lare Land" 1, GIA 3ja t�' a 1 a 60 an H �t I 45.0 na no I a 4 ON talent I III, "'1 27.1 on, "S 1 07 as -Inimical" unclag Nig 2 me Ilea w a Thmnall'o. wakrig I III, Mo Mal 472 08 RlatarpWar LnGing NA 1103 no 1" wo 14.3 I W M 5" 475 - IMQ 47.7 247 n 17.2 N1 M 351 coal T-= IWT -X5 rUbI -330 NA ON 180 3M 103 M loo I No 1 17.01 ON I I TA131-15713 Anchor DOW& 31k0ma ToblILL11,91 I ---- T�-wm. -17kl:ccaG WV8SEko WIVE100 FONCOM IW 85 Elm PT 01081.1 M26-1 100.1 112 Sied hiherlive: WIT E10 NIVEU uvacan WIT Ela Weemn 114- MG UIMM MON. Amminlion R.Kra U-05) k-con Anchor Clip Patterns ow O.w caw ME 1 7 Tw- -7- --r- -ve --I v 7 X 14 i4lal- cla EK iV Moment, or m.t CNP TN. 142 17V 14-4- 1 ON IN -WA 31. is bcliv$ -Mraft- all he 4421W an an -FVFI-W- WA Memo 1A NO ON MIN VIO- 11"Ine mom WA MR I WA WA --T74-Sl-W-- NA lff-ft- VA 181211" 13031M one ON WIN "manin ol mm� No ma NIA -1A 7813e, IN 13V ft IWOQN ai� 1. !!VIM I=mn -WA WIN" -WA 11 IVA 442m; Monaco win, 4 Ancient Q 0.45- Mr. 0 ILIA WA NA WA --jN-M WA -WA WA -3-15 WA WA -440- WA u an 2AMW 3 WWA an man, Ition 'T IIA V IN -WA OVA -WA "aws onatte 1120 mo MON, Ellin - NOTF- FOR THE OFFSET CLIP. USE THE SAME AINUH�li 1� I l �� rt- 1�1�- �- I -'UAnt I: FIGURE 2: FIGURE 3'. FIGURE4: FIGURS8: FIGUREI: LA I 92 SEE FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION FOR GENERAL INSTALLATION METHODS. FIGURE ON LOADING. SEE SHEETS 24 M F 2) LINEAR INTERFOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 13 ALLOWABLE, FU 3) MULLION AND MULLION CUP$ SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE 4 an SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOL5 LOCATIONS. FIGURES: FIGURE6. FIGURE7: 4) SUBSTRATES! CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND ------- GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE YELLOW SOUTHERN PINE WITH AN SG OF 0.56. ALUMINUM SHALL BE ar 0 1 0 0 �� [7 PRESSURE -TREATED 6063-TS AND BEA MINIMUM OF.125' THICK STEEL STUDS TO BE AMINIMUM GRADE 33 AND.04V THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT UEASTA26-THICK AND AM. ALL ANCHORS 410 & #12 ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PARS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ANCHORS INTO WOOD MAY BE STEEL, 10 B.S. OR 410 S.S. .ANCHOR CAF THE -ANCHOR 0,. 607OG TABLr Mullion Camicit, Table (lb Opening 1I Uorvarfim*spawl SO In Gain 101. millions) Or Opening Holght h (for liod nallfDpanning muloffil I in -in join 125- a R.�kn I.Infing e efino Ree"., I. an' wOft fradialler Land" lrnofMnno� �daqi �'-Wkn Linfin, ll,prib,nu Linon 9 "W"'Idn' SINN lle"we- L.miro R=U Rlda T=Inl no a '. I 0 Radnewfor Mourn, min(Tflay. "nara 3.18V x 265-Alum Tub. li I I 1 11 1 '1 1 11 1 h I h 1 11 1 42 Im INA ON Ina 43D Ina 744 ODA 470 Ina OR 17MO I M IT001 ON LIU 11, N !mIli I 17a 04 1 17" IND 170.0 5N like 1140 %mal ON mo Mis 1704 Sir HIA IND ITOA 1 521 0 So 170.0 7011 170.0 ON IND M - Ina SM Ina SON 704 n0+111 LIMA Z S :'Zi ON INS 1 .0 jual INS -0 Ina Sao Sao 1=71 IRS I Ina I No 118.1 INS iml so. SOMAIn LM 41 1 0 (IN Ina woo %m 031 Ina INS "IM.0 �MW- IMN Ina 723 170.01 IN$ 1170.0 747 orla =0 IND IND -a INa IN I - 110.31 NOD 1170.01 7M INA 1 1483 170.01 No I * Ir __ IN.0 _L_ IN QSD .12 ITUI ON Ina Sol Ina ilia Ina I NO InD I INS jM0 W lal 1 1370 1170.0 as? ND. I!: =3 Tm I. - IND Sol Ime Iris lao No an, 91.7 1 Ina "a Ina I ON * in 1704 sm 170.0 701 I"a loan Ina 7w IWO rise Ina 1 an Imal Hoo NrA NO INA 115B INS 71 T Tt 'li IN 1 06 9 12 -wT -il-w INS No 704 I'm 1 ;an " mel in liss i"a I am I Min 17101 NO Ina. 745 INA INS 170A ON 137.11101 Joao ON jai Inal %QO US JWF INI 132.3 IN% MEW �7 W 7o-m im On me INS 119.1 ON !!A 19MI jW1O.I ___H M Win INA 1 957 17041 IN 'Na I "I 'Na Me INAj 07 imal NO M4 "? 1211 771 124 -76F TM- 0.0 057 IWO 750 GOT 11, 01 M_2_�_ ill 0 IN t.1. 12.11 m ina I wal 1".3 ON 1152 ON 91.1 ON 101.3 6711 -WA DIA 71.5 -RA 0.6 ON 7213 03 .0 604 .0 So I an 40.2 00 69.0 ON "in LN. 4 W 114.4 NO V.2 M ITS 016 NO NO IS 3 ON -(TA- 78.7 5W We 722 Na M OM .70 M, -- -i2 NO "2 I= a NO. 1012 05 105,5 M UA 605 OMS M MA OR NA on M.3 05 .5 NO 685 04A No NO al -in- -4jF IT5 W 31A M OUT ON Win Me 515 MO IN INA 515 67.5 449 47.1 515 50.1 "1 412 615 44.7 ON No 515 06 428 WO 315 374 ON W-5 .15 a 1 4 3 I -H, 515 =I ON W ON WS 4H 451 453 47.1 197 354 4" 41A ON 334 4M We Me '453 US 379 27.2 4M 30.4 374 210 413 286 -�U- No -Z 19.4 4M 17.0140 no ON 1 Main 211 !jS No -�TF 31A N SO N,a 313 NO ON 251 WO 212 W ! I L" ! -!!. -LM - - - - 111M -!L1- XI 315 No NO 293 DID WLI _L_ 34 _ _!L2 25,1 _L_ 335 - MI - M - OLD - 345 02 M 105 IN Da Me li.!, No "'a" -1 OR No 2� no 260 too No 17.4 m n - 273 -TO- .4 7jj - - - - - - lob 16.1 In - - - - - - - TA13LE 81:3 Al, orC.WcIW I Table Ilbal -nww Mau MIND! H2S- m2wal .."D . . . an n-f-Sne"Do 'orml.m.. ft.um sna(m) 5.0al 5'.0IS Ancho'Ci[ppetten Z-VT I �111 I (I.Q. One Deflefterldwrl 1.3m. I 14YO 1. 2-111 l4f4' l,Vf D"N' r 1 IaT I 2=04MMi adnai c 0 Six IN NO " man muisF NO in iwm I nNmm I No" a. w SO an no 21 4AICION(StIVNIKO mile 700M, -N A WA N. ' NO an line, i"I"I'mci moka, note mm iwm imm I D. I I anon. 1 741ft 1 SM ":a aM sm" t2MU Imote NA WA NIA WA In - L K E M -a Mao- I 'u, be -SFI man, 2.1ionsoll-Iff'R.O.I.IVIII r NIA NIA I IMM I .. I N G- Once WOOD NOTE: FOR THE OFFSET CUP. USE THE SAME ANCHOR PATTERN M ESASTHESTANDARDCUP. FIGURE�- 11 1� 0 01 FIGURIII: I* 1� �1 I FIGURES, FIGURE 4: FIGURE 5: I ANGLE CLIP MUST BE USED IN PAIRS, FIGUREG�. TABLE NOTES, I) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 2) LINEAR INTERPOI-ATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3.1 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCAI.E. 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. 26Y 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CIMU) SHALL CONFORM TO ASTIA C-90. WOOD SHALL BE PRESSURE.TREATED YELLOW SOUTHERN PINE WITH AN BG OF 0.55, ALUMINUM SHALL BE T 608116 AND BEA MINIMUM OF.lW THICK. STEEL STUDS TO BEA MINIMUM GRADE 33MD l.2vX3.ISvX.2OvmuUUOm .OW THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125� THICK AND ASS ALL (1-11cwww") ANCHORS INTO ME rp� SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 010 & 912 ANCHORS INTO WOOD MAY BE STEEL, 1&118,8. OR 410 SS, Lrp" N.. 58705 -00 A. 11"MVILLF11. P.E. FL RE # 5BIDS FIGURIII: I* 1� �1 I FIGURES, FIGURE 4: FIGURE 5: I ANGLE CLIP MUST BE USED IN PAIRS, FIGUREG�. TABLE NOTES, I) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 2) LINEAR INTERPOI-ATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3.1 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCAI.E. 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. 26Y 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CIMU) SHALL CONFORM TO ASTIA C-90. WOOD SHALL BE PRESSURE.TREATED YELLOW SOUTHERN PINE WITH AN BG OF 0.55, ALUMINUM SHALL BE T 608116 AND BEA MINIMUM OF.lW THICK. STEEL STUDS TO BEA MINIMUM GRADE 33MD l.2vX3.ISvX.2OvmuUUOm .OW THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125� THICK AND ASS ALL (1-11cwww") ANCHORS INTO ME rp� SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 010 & 912 ANCHORS INTO WOOD MAY BE STEEL, 1&118,8. OR 410 SS, Lrp" N.. 58705 -00 A. 11"MVILLF11. P.E. FL RE # 5BIDS Lrp" N.. 58705 -00 A. 11"MVILLF11. P.E. FL RE # 5BIDS TABLECIA I Cocaine Width mommone) oropenino He o"More) 001i I "h Imfit local, 1401. loom IS. ge. RV:�Sclgr TBn:e ABBIIZ�' 1 calecele �oftl. ..I.IAecF weepw ',cricee �cogrie,. "e"obbe 1 Wk. T'=S R. I, eac. Tept-fidega Aget.W- L... nord"DUN I.WX3.251 al =M LUbI Logo, ccel, wde, Leonia Losoarg Liece; XACD 'iblIftill mche. . 1 11 111 1 11 111 1 111 110 1111 1. 0. In" i M jobe I M 170.0 Bob 170.0 .1, 700 1.1, &a 1 . !63.3 __ Itfi L_ 0A 17_ 691 127.7 1119 ISO "I logo lo 11 1 22 1 2 T-Ir V8 70 1 ina US WO7 ES 21 1 1100 IT.. m US i Bar -af Son ja' .. SU MuLD I, or 1111591 car Fee - -;;7 927 -;_ VIBLI - IS 07 IMI 6136 76A 92 a .0 1110.01 501 lar.5 ar, age m Ino I US "a. 115.0 0. ar. ", a I'll I ca I B m U. cal 'T -7;..-- 7 642 toz, To 170 MMS He no 746 1101.0 512 71.0 we M4 on JE _7 IS Sol To 1.4 .1 .12 no be no Sir Sir .1 617 QTZ Big 78.2 as, &3 age 67.0 917 79,3 !an 52 all 726 494 a III go' 618 0.2 432 51A ale; .,a 04 28 10. 1 614 74.2 4 U.2 go a, 10.4 SU Sol, .1 See 1.0 M 2M me ..a I" IN He IN 41.1 Wo 42A US 418 no bob acc 201 will M HA 201 SeS He 25A Sol 20.4 2 21.9 IS' RS 240 19.4 201 21.3 244 1?,$ 22% 10.5 241 14.6 "1 11.1 "A lool, 24A 1" 2&1 M 206 00 21.1 B. 17.5 I 230 183 1 IM =0 iS2 IN - �� !IIN L Si ! ". . ".. "1 .. It ill 20 i i lI", ! i-d". ; Be to? I,.$ 1 a? 1 TABLE9B Anchorcepocits, Table (Sell _PTWgU W.1 MWEW Make 412ft"I 112stw -IrElacUlalm 1/4' BeiWaboba SolvEleoume'. ve Em wee. "one, B..(05) Soiciross) socehin Anchor COP Fortune 0.54. bur �E.=' �141 I'Ic 1-1 Mt! 1 bee SN-_ bc U "'c" 2Z J, ISOM MK ISC � 1 0�'W Mao W A to Hoo WA M ge alone 1120ft ble I, 4agge grag F HIS WA 'A Imig, mbe BOB Ithe 11". I 4..Q� 1114-1leb-'el"'. I--- I Sace ce 1 I WA WA o"Ite 3ft goo, @am- W. a mA A 1 iSn I VON 221 Ve 2m. a. ;�_ be iice i W i i7__ F��'F �.;' Val go _WA ik2ce cable W�z Nice FIGURE 1: FIGURE2. FIGURE 3'. 1 0 0 1 FIGURE4: FIGURE 5'. E ANGLE CLIP MUST re BEUSED IN PAIRS, FIGURES: TABLE NOTES, 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON WADING SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENNG WIDTHS IS ALLOWABLE 3) MULLION AND MULLION MIPS SHOWN ARE NOT TO SCALE, FOR EXACTINMENSIONS, 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 814ALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILUED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90 WOOD SHA-L BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN 80 OF D.56. ALUMINUM SHAUL BE 61S�TS AND BEA MINIMUM OFACG' THICK. STEEL STUDS TO BEA MINIMUM GRACE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LFAST.12� THICK AND A313. ALL ANCHORS INTO METALSHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THEMATEMAL. $10 & 912 ANCHORS INTO WOOD MAYBE STEEL, I&B 83. OR410 SS. 115�X12WXAVS MULLION on. 63705 A. CYNINMILLM. P.E. IIAU� IVA M.Haut C.Pdty Tobago Rud) 00p6ning dth Cair.othigh'APOrSTAGIT010m) MWW US, I gain 01, 701, inM 1Ub 1601, Nd"U. p.l7H., R.'wn,0.r YrIpIndAn, GISSISIVI Tm,(Tda, �l .ww wird 9 R.� A mx ft'=-, Ttz-- Rn'Aamjgf Tm�g,, RKImplu Topfrong. R.'"O.r Tmv�. 125j,325 W., U04" I L.No NOT I L�.n' a.:" w"m L..ft, LAdft U." 'X. am Tub fjjf� e- its IT iM ftillut 1"0 011111 - ' a& 481 1 1 a H I & I il 91 5 a I I 1 441 IS 421. no Mai GAS 1120.01 No UVA 1 744 11A.01 470 INA I OU 170,01 %a t10 0 on I 170A 610 LIDA 11 170.0 621 inAl Imo 170.01 AT 170.01140 1 VAG 1 521 170.01 ism I Ha.0 I at 1 '"a 170A UO 170.01 ASIA 110A i GOT USA I ago im.0 I In 170.01 Got Liu a in 110.0 677 170.01 1417 11"I no 1700 170D '"a AN U,1 is --2 in.. me MIT ZE! ILI"; �'Z. Z-1 ilia ago im 1 631 170.01 INS 170,01 m 170.011,26 ina I GAS 170.0 5 170.0 74, in.0 1 14M Uab 766 Ina tin 1".. 1 A in Sa 1. INA To INA 612 170,01 gig Iwo 1 Got 17OZ m, "001 764 170,01 1276 173,01 03 170.6 04 INA .37 170 60 RA 1169 MCI ASI ,I, 6011 US "1 INA 1063 1704 797 ino IPA 770.0-1 075 iloo 1 1417 i2yalo L!"L4 t6l.1 170.0 9" 145.1 A ILI I i!'%. -m- Too loll Ina IN, 7. A I'll 170.0 IQ63 _.aJ7 A --- --- 70.0 11111 A Fm A F -A 1 L302 t1oo I No toax I "To 12-- a, in .3 11310 1164.0 INS INA "TO .. 0 165 9 1012 78.3 i'MM5 10.3 Iwo 1"A 974 imA[ Too ITO A liullmn 1 403 INA 1218 71-�.T -IM -I.2F,--- H,-,' ITIA INS 147.1 100 10A 124B 1139 0 AN All t t240 IX4 SAO 711 "I NSA ING 976 68,1 .0 Us 111. 187.61 INA 1n.0 I an in.0 J049 1 THAI ON tWO IWO 132.11 gig IoU lug 119.1 260 L32 INS leg.? 845 03 9 Iwo L021 0.5 14 to INA "A US go lug 912 00 12A 199 .. an "in '42., %1 , IS . m. .1 NSA am 101.9 0, "'A 1.1 09.2 1 011 IWO 717 .3 1. US 761 111 041 A .1 Sal 737 44. 941 -F27 W 41��VA43 0 943 L__ 1 21 �A" 91.9 740 73.3 SU UA 7" U.0 a. -53 IALO 1. An TII "1 41.1 Am 61A 141 "1 AN ALI as ag, Sol U.? US 71.6 GIA N'_ UA _�_ .. 671 M.2 - Sao - 417 43 0 611 418 111 431 an MIT oil 624 r U3 1 SH 141.6 02 393 No AAA 4% .194 -U. -w ,a on all SIT 5.3 An w, ne Sao 72.8 TV 69.0 590 GIA 618 UA No T?A 4 I'll, A, RA 421 41A 465TI 429 414 36.6 AN 403 31.1 1 %4% 1 No 402 466 MY 391 1 %.a US Jill. -L- 5.9 -L- 441 48.7 AGO 302 --- At --- f 31.3 [- 303 AS, .7 -- _LTA US "I AGO agg _rUT I - r30.2 302 26A 441 S72 An NO _40 249 1 3 US 101. _:L_ 36.3 - 370 36 .9 AN 30.2 3711 31.01 319 no 1&1 334 AS , AST ". 311 I , 237 AN 201 in 144� 21A US 2112 No 171 -- - r- TAULL 10B Tm-w IT " V. S. ". wle M. ,Sgu,A o1offlato fflo.leal SAO WON MVE11. Uanoon v k.monnon VIVE..mon. 111ftoutionon A1,0(nd. Snatat(M) U. rm at- MehorCOP Pentonle Data.. ,,A. T'-- r -2 V7 -2V r 7 1 Alff r 4 EMANUmteac �4' 14r 14(4- IVC r 1-114' 1 40" M. TALA: 1A 11 SURA WIGS HwIn IN m1w 70. Sagalon 2w, mm a NA SAN man RZ, 7-1i ILZ M.: i: 1 Imba 1 Anom '5 E� WIN ff� �,A ASIAN, 4 FIGURE 1: Ill �1 FIGURES: 1 0 0 1 FIGURE 4; FIGURES m'**D pr 07 FIGURE2: 1 0 9 1111 0 *1 ANGLE "IF MUST BE USED IN PAIRS. FIGURE 6: 11 1 ANCHOR TABLE NOTES: 1) SEE SHEET I FOR MSTRUUIONS ON USING THE TABLES AND SHEET 25 MR INFOIIIMTION ON LOADING. SHE SHEETS 24 FOR GENERAL INSTALLATION MMOM 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE " MULLION AND MULLION CLIPS SHOWN ME NOT TO SCALE. FOR MOT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXMATE HOLE LOCATIONS. 4) SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS HOLLOW AND ... UT.FIL" CONCRETE BLOCK UNIT (CMU� SHALL CONFORM TO ASTM 090, WOOD SHALL BE PRESSUREJREA�TED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 0083-TS AND BEA MINIMUM OFJOW THICK. STEEL STUDSTO BEA MINIMUM GRADE 33MD .W' THICK (IS GAUGE), STRUCTURAL STEEL TO BE AT LEAST.126' THICKAND A36. ALL MCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATEJRJ�L. #10 IS #12 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S. OR 410 SJS. .ANCHORCAP._ TO OBTAIN I.ZVX3..WXAZV MILLION . .... ..... ";'NONAI. A- L�141410LL�A. P.E. -6 6 -17 7: 7: - - - - 6 6 — — — — — — — — — — — - — — — — — — — — — — — Cdy .�hd pwi) a c T R -�Cw* Ob.1h) ft�c�ay �,hd ? -- - = gj Ell 1 WOMOIS z al g 04n; .'.2 N 0�� 9 a to Z 6 c t: g lug v — — — — — — — — — — — — -M Z' p 'm RP� Amu 31 - - - - - - - - R > m t �� — — — — — — > Z8 �12� �._o M. P - - - - - - - c p� Z. - ir Fr 9 010 a oz . . . M. =0 .0�8 �00 0 z Ro t q W. -M zo O-Z .0 mg i2 8 2; M R 0. 0-T ti �C" o 00 ow Ei-- L Not 1 A M 1 z 'HOM .- M� 6 - = m = gjgj�jgj= � v 9 'i ' 0 0 z>'P= x A w 2:2 -:z - ':z - pp - :E.- IMIN 151 On Ec 0 . 9 0 Is: : = ilRK!± 90�0� D 8 0 M 0 I I w a; 2 S; i m � =x I z z �� -Z A m m 00 o .3 CD r. 0: IMPACT -RESISTANT ALUMINUM TUBE MULLIONS 25 rn j OWS R�OS_Kjl I'oamji a PJR SOWSK lo/10/14JN�E;W �MUL a Mullion Cleakfty Table (11,81fid) Opening Width Uw nortionji,epsIvi mWons) orOpening Holight(far mulloc) won SON an, 1 ban Doi. I 140 h INN Ionic INN ON Ind. rundel'id, nc I" W.W.r Inipmen, moinamN, uncroum; M., NnuNne, "Pirming. RNIN.V r TenImam. Levine Rinfinconde I=" 2x4x.2�6. =cu "Na unding unsto won began Ladaw =.I IN WON Wedn' Undn'! wanin Wifto Am. Mu'llen 111111,111,3111H f h 01 a 61 I , 11 1 WH - 11 11 11 11 mon 42 p'! 0 5 NO 170.0 471 1"Al an 170.01 AN in M 1700 519 LyLo lie INA INA Into 621 170.01 14M INA I Vj 110.0 in, IT041 621 INA 1100 1 INA 1 01 �17110 R. On 170.0 _L44 an INA, and No lin 'If ON �Ino 1700 1417 VeD ON NO M INA 1100 NO INA IM 17001 con be ad a 1. N.0 L_ ON 170.0 01 �xo��Ina z ban, 170.0 1191 IMO 1 721 INA I IM 1170.01 747 17" 1494 ITaO M 170.0 TOO OP :!.,-A 21�21 I'M Ted IM "Of 170.0 7% "t i7co 79 IN, 0�5113 _ ... ink om 1704 dot 17041 1110, Imb 1 754 IND '. INA am 70A M Me No INA Hill Van wl 1 .0 ned Into Act M 17041 "1 Id N.2 70.0 IOan 170.9 al. 'me mak IVO link 60 , 170.0 -I. V111 2- If H104 -L- 1 iii 25M wt HIS 7 1171 I - rT-.I 1 I - one 70. 14 .al 1015 lick I vin I nob I ON DO IND INA 1122 1710 Zat 1700 If" 1, I 11*0 On INO 711 0 I and 1 1 INA take 170.01 IND 170.011701170.011155 INA IND INA 1210 INA an 170.0 1275 III .. 12M 1 0 WA INA IND Ina late INA ON H7 700A A 1. g-- �� --- INA, 'an 170.01 IND 179.0[19131 IND I Ina 170.0 Zia INA IN? 14U 21" Into No do 2114 Ina IND Im 114 V0.0 0 170A 1. pao� we 1. %an .I aid 45 INN =7 101 In IT&O 1161 170.0 Ad INAIII,11110AIIII J70110111170,011250 ITOAJ IN21 I= IN' IZ-17 M21 i.251 IVA fact full M IN I INI IW7.3 1473 -2 INI 1 0 14ZP NO low 137.6 14H ON BOA IWO ROD 11 149.1 INS 150,011219 1 Intel I Ina I IN.91 H% HIA1 Ina LZa - HA H`Z I'm as 1395 I P78 ande on 7 1220 101.5 11 INA !n LnA IMIM L2,2'! 1,11,12 101111 a Ina a&, _1179 1=01 JI)IO of A Ina no 01 OeT I w NO OCT Int BOA OV 57 11 a. Of 61.81 oil 11 8;15 '.1 971 40.0 M 170 971 A face Inch lon, 07% 105.0 -w5- An A a - - .5 TOO -1 NI 1� gig I ", a II in "A 019 al gig DIA Dig I sel I oil No low OLD W Wo 47.71 Me 1 61.0 1 774 1 da.? 910 1041 1 1 I -;;7 IN ODA 0 5 N 412 313 10 344 `NJ4" INN ON. T&A an a. 7 9 No 041 70 16391 1 N T i Lrz -!N- N.. 17� �0101 3.7 gen an w 137.4 J 408 131.21 W I ,I,- . 405 U13 TABLE128 I senstowl lucconck. r'-'= mad nield Mu�- Slift. &WEii. 1!';7FVft 0199W 02510 enamn Binnacle. veak.l.. Ina V's,.un. s.cm)IO'kegand 0'.05, AnglinorCUpPathnn. z-vz I. Z112. aw OAa` i =.Ilai 4 �1491-v� lid. lic. 1-11� 10, 4QU ack. --RW7A-- -9Ffta =a WA w1g, so" 4A. Q200 wo. 14551te 7ulk - HIA - -- N WA IM21M 1111 limm Iddeve M Al n;M 0 ("fact) UFA Ad -W-U- Ne- NFika -WA NA WA mw ilm" 4,ADKW.@ntM An. WE I I NO Ma: -To-- WIN -1 791M -NM -9--m ran am" lend =IN I INORO NN 7M�O OA7 1 9"' "1.- 1 In 2340ce 28a I cang, III 1=11 ems NO A an in a No =I IIIA WA III NIA NVA NA WA NIA NA WA WA A A fe. WA _T_ W IVA _ __go NIA HIA MIM 4Q. - OWNI. am", ad, ... ,"�'Vvqq =in, smak we. NA No A an IOA 81. NIA IN. all. mom .-Nd W1 I ...... ... 11A Whe NIA WA wo' NOTE: FORTHE OFFSET CLIP, USE THE SAME ANCKUR PATI ERN AND M�NU� III- - -1. Q_DCIRCILED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. YIELD .ANCHORCAP.- FIGUREi: FIGURE2; FIGURES: FIGURE4: TABLE NOTES! [me FM U-0. 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR ......... SI, GENERAL INSTALLATION METHODS. FIGURE 5'. FIGURES: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE- 4.( 10- 70r, 0 0 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. MR EXACT DIMENSIONS. SEE SHEETS 21-23. HOLES TO BE DRILUED IN APPROMMATE HOLE 26V :a 1`71 THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 211 -23. FIGURES SHOW SUGGESTED, 0 LOCATIONS. CONCRETE SHALL CONFORM TOAC[ 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLIED CONCRETE BLOCK UNIT TED FIGURE7; FIGURE& FIGURE9: Me FIGURE10: me MOLE CLIP (FIGURES 596) MUST BE USED 4) SUBSTRATE& (CMU) SHALL CONFORM TO ASTM C-00, WOOD SHALL BE PRESSUR�TREATGC YELLOW SOUTHERN PINE WITH AN SO OF 0 0 ALUMINUM SHALL BE 606�T!3 AND BE A MINIMUM OF.125' THICK, STEEL ST UDS TO BE A MINIMUM GRADE 33 ANO.045'TH& (18 AT LEAST.IW THICK AND AM. ALL ANCHORS INTO IETILSHM-1. EXTEND AT LEAST 3 SCREW 2'X4'X.2vmutuON NA% - "0' 'WUVLL�R. A. LY P.E. He a 1 r .1 IN PAIRS. GAUGE). STRUCTURAL STEEL TO BE THREADS BEYOND THE MATERIAL. #10 & 012 ANCHORS INTO WOOD MAYBE STEEL. I&B S.S. OR 410 S.S. FIL P.E.# 58705 M.111on CapmIly T"IS (11,911e) Dowsing t 0 In h1(f0r1xgNuN*Na mulficros) win Onto INS, 1401. loolo win min 70 in "I Boas N.Iolk., L.dnp I Nopolloo; Wang; I Fooln.,dar Lkdbg goolfflons, tandon; �ohsr I TmOlitiong. Rt.pi toodraff vopmen WON Rod.whr towns TnIplMoo. Inadim Rulvols LRan T"I'41.9. "ang R%ntW1dgg L Lgoggg 11nomall) U.4nd fttwool, Lowliv Thapillit'no. unglog Al.m. T.b. Milan I H la I I I fill ',I III 1 11 1] I Ila I III 1 1, 1 11 1 h 'a 11 1 111 9 1 1 it 1 111 " 1 I f 'I 1 111 11 " I 1 !T!I! I !1ZE I 05 WDS I" ITS0 1 478 ING] GO IT&O I M ING ON 11704 1 610 11, 521 70A 1240 Ina V21�17 11 14M MO NJ 170.0 IT.. 1135 170.01 521 17CO 19P 170,01 521 1. b �!Z`11 M Ins ON 170.01 M INLO I ON 170.0 1 W 1701113$117G01 gal lzt*0 11 Ing 174.0 41 TWO ON "00 17W INa 00 170.0 IT... INS IIQA Wo ims 22W Mal GOO 147 170.0 ON Ink Wa 170.0 1 W1 INA iM 170.0 004 170.0 110 170.0 723 Mo To 0 ISO UO-01 747 170.0 11484 170.0 IN 1 LIST 17M 47110 7% 1700 "a. 2092 1704 IN 170.0 NOT OOLO 1 NO I'LI�0 .01 W 170.0 Big !1;11; 170.0 ilia IT" I IN Was 1276 ING] 803 ING Mo ION t 170.01 PI 17041 JIM 170.0 NO 1170A 1913 1701 MI "a 0 170.0 Mi 1700 NJ ... 170A 2550 1700 NJ ino ago ING I Z0.1; TZ 20 170.01120 00.01 all 1709 1417 Ina go I-S Ing long 170.1) M 170.0 LMVI INS Ion 170.0 21M 170.0 loss ITS'. 170.0 2478 ING 103 IN, 170.0 2833 170.0 IOM 0 on 17SO LZ�-00 M 1170.0 745 17001 His 1170.01 ON VOO 1 13M MO 1 SO InO im 1 ING 1015 170A lam ING lam 170.0 1 two Ing t122 V10 W31 170.0 ING , 170a M, [no III ImUs UTS 170.0 1171 I Z. I �1;71GO. TOO 170.01 11% ITTol . Joan 1 1381 170.0 1 Ion 170.0 film I no moto "lei .0 170 lTao Ila IT" %GO IMO ISO 117" 21311 _230 17 17'.0 INS Ina NN 1700 INS MA M17 MO 12� Min 1 17Z ION 1 170�O WO ING I ins I I".0 I mw 1.1 14M ING I liga i7oo I IND 170.01 i2ol Ing 19131170.0 1315 Mo 2126 17 0 man VO-0 2 W 1700 14M ".a Ing TWO - Ing INS J'a- ING UM 1704 ING lob InUol Jim I Ima NJ ING JUG 1170.0 1 JON 170.0 15M 11&0 INS 170.01 JIM f7O.O Iagg 17SO wig 170..0 1421 InO NO ING INS 170.0 ING ING INS INS 1709 3140 -1 no 1014 -- In. TWO 170.0 170 lab 170.0 1151 170A I Off IXLO i351117c,01 His iloa .... ION 1700 I 12W 700 M-7 INS 17AD U 1�� 1 1474 Io 2142 170.0 ism L7LO M 170.0 'TO 1704 =3 170.0 IM i7d.0 m 17OU) 17M Win in L711 770.0 1859 MO 140 �!70�!O 2125 MO ON T NO 2 !-- 20 iffla JOIN 170.0 31U ING SO, 150.0 13413 1 0 U73 1384 U13 U00 NOT win :Too ?to 41? 5 170.!0 :1" NO __ ING il. 117�..: Ion 1110 11-T 170 m T70-0 Ilk 170.0 -221 25W li. 12 EM, 170.0 2005 NIS 3m; !L LI.041 !i !22 1E IWO 2470 ago 1010 31" INI 2420 lost. 7019 INS i7o.0 140 170.0 1013 1170.0 IN? I a Go lima 2231 170.0 ING On I. 1700 GOOD 'T70t M 04-0 Vol I?" GO 3 Val 161.9 2333 12111 2761 1 FIT 'In. MO 2=4 OZ7 127611 Ilag 1 210 Hills no TV-0 loss 1 17001 Jim 7n-o Vol 170.0 T=- 170.0 26211 _ 170.0 210 151.5 2612 62.3 220 OTO 2832 146A NIS 1134 2332 125AI 2101 VA 1 =2 1115.11 21M 1 K4 12632 1 IN31 M 1201, 1701 ING 771 �704 Too 14U ON T70-0 72-6 F,--oj-,- 154.4 = ING ION 135.1 Z152 1114 -TW 124.1 2262 2 100.1 L12 110.1 HIS 90.1 =52 HF,:a I - NO 1 I INS lais 125,1 ION tgSA 140 uwl 80A 1501 9116 - 740 Ta.2 1544 wo im- I GAS look 72.3 E an as 1. 0.7 12H III ItM TABLE 13 AnchorCay. IN Tool. clu.] LIM- HgS.WU RwwU PT loond Win, I VS! lag -pp Maul ollsw Aolb"in: =.10 an. a..,Z) ..Jw) AnchorClIpPattams "�4 LL- mir 0 OM- I E Woonbom"I wr 1 ".15 11-TRIF r I- Iw odU IMI WOM On.. 1 sm. I I.- S U'Sn n' 4421M WON IflOgns 14M lw 10101w 25051h, NA WA "at. _70 -ft -wj�- -T- -1w 4AbngolQTW 0,11GIGNOonlk in.ax MGM now man ISSORA lamon Muft 64010 WA NOW Min ON go IM 20 Go -wo- SAIl" 0 r Mo 0.0, / (a) NO Aole Qb; I GIG. 6Y INGINS I Iw lawfita 31"Ifts Noun, IOWft 112011a 15-mft -FM-FW- 14M a -NA lmogn -WA IT" iw -WA lmft w- 770M So -Tm- l2ftlos,o w 21mim 100 Ong H"I 3"Wit's Too WA ism an -WA 2045ft Goal Ing -NIA ING OR -100 VS, WA No NA I NA WA No WA WA WA WO Too lk N. IN WA WA NA A IRA TVA WA WA WA WA WA VA WA IVA Goal W Aog� IWW. F FIG. I mod 2u In, ft -iFft- assals, Now 341ft 442 US m th p TO I Now 70 U51bg lmilbs -WA N -VA RA No WA NO Go Bank man Imam MAY NOTE FORTHE OFFSET CLIP. USETHUE SAMIEAMCHOR FAT�T�m ANu ANJ;HuK Y�I,U AS THESTANDARD CLIP. TAR,,F,,OT,G .ANCHOR CAP. - 1-2,000'� .250' RGUR22� FIGURE3. FIGURE4: FIGUREt FIGURE 9� FIGURE 10: FIOUREII: I) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 MR 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 u 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURE 6: FIGURE 7: ANGLE SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. CLIP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATION& HOLLOW AND GROUT�Fluui:D (FIGURES CONCRETE BLOCK UNIT (CMU) SHALL CONFORM To ASTOM C.GG. WOOD SHALL BE PRESSUR&TREATED 8-7) YELLOW SOUTHERN PINEWiTH AN SO OF 0.55. ALUMINUM SHALL BE 6OWT5AND BE AMINIMUM OF 125- musrBE CT PAL L TO 0 0 USEDN TH CK. STEEL STUDS TO SEA MINIMUM GRADE M AND.045- THICK (18 GAUGE). STRU U STU u F] PAIRS. BEGAT LEAST.126- THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2- X r X.2W T1-REA1)S BEYOND THE MATERAL. #10 & 012 ANCHORS INTO WOOD MAY BE STEEL, J8.8 SE. OR 410 S.S, MULLION a NIE or ........... P.E. Mullion Capacity Tabio (fieffe) opening t (em, widwily-sperving M in mufflorm) or Win Opening H meam) win WT. 70M Twin, IWI1 14010 IN In F`,TnWNu I Lm,A, 7up"aN. R.tunr" I-Padm mum, I 7"Isr[TT"u. R-le"I Twm.v Red.nNon I `ntd� ftAlmm Lo-ft R..11dW UM, �1� I.Ternii AnIunn"', I'T"Am nennieW. LWdIW R.'o Is eft v"I'm x.126- ATUMI Tube Men 11"1 1 1, 1110 11 fill' 11 h 11 1 11 fl 1 11 H I I I 1 11 1111 2, 11 1 11 1 11 1, 111 11 11. 1.2 WS Iffe 428 Jose M 110.91 414 Al I We I IMAJ 411 MI I V) INA 411 MI 1 526 13411 411 1 "'1 1 411 51.61 = 111.11 411 4&1 M Ini 411 No 4W 4 L-4 311 517 4W 70.1 ale Ts3 03 Too 314 Zffrl 31, Ve" Too 314 W2 IN Me 314 New as Tom 9,10 WT as w ".3 1 Tom Mel m 7 Too 1, .1 We .4 "N S� so - -2LI.- Ws an, ser sis ..in WA Sig As 318 842 MI a4 we 05 Too m _i�e 1 318 _iN 4%1 we ml 318 Ion W 21.2 318 MI 248 415 M .9 so m 3T.2 TIT 27, 7 4 -T" -tre- �l Tol XI 16.6 25) M 2 MI 4el no nT U.7 1 in M7 234 3'.. in is 7 1. 22) 4 1- 1. 21 We m as 1. U4 .5 10 on. .1. 1 M.2 21n 770 173 - We 213 _I 0.1 170 1" 11.6 213 no IN I no in sex IN �n 17.9 In =3 141 15, 18.7 14. .1 1 n4 1�149 .1 No IN 1. ni "a W 1111 IN 1 17.8 1 128 AnchorCIIPP&ftms fu AnnholrK1 WIVE10ILIMM I='EIWUftTWo ME -*1 E VIVEIT.Ulte". Am"N't. fte"(W)"In"I ew .... `WH ` I u.- I mez, I IT IS .ANCHORCAP.- THE 'ANCHOR THE TABLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING, =U REVISEOr SEE SHEET$ 2-4 FOR GENERAL INSTALLATION METHODS. 'CT Toon In" 2)LINEAR INTERPOLATION BETWEEN MULLLENGTHSANDIOR OPENINGWIDTHS ISALLOWTABLE, AWT11= IC�Zt&"3 FiGUREI: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 2143. I ;y HOLES TO BE DRILLED IN THE FIELD FOLLOWING FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. .12V 8 I We 1 Be, , � , 1, � I I I f I I . ......... 101 N ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATION& HOLLOW AND GROUT -FILLED SHALL BE PFUESSURE-TRENTM - 1\1 '( CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM M. WOOD YELLOW SOUTHERN RNE WITH AN SO OF 0.65. ALUMINUM SHALL BE W�TB AND BE AMINIMUM OFAW T ICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045- THICK (16 GAUGE). STRUCTURAL STEELTO BEAT H I.26-X2.1I'X 12vM UU-ION M ULLION) Ne 68705 % LEAST.126' THICKAND A36. ALL ANCHORS INTO METAL SHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL� I" S.S. OR 410 S.S. FL P.E.# I Abl-t IDA M919an CaPROW T-bl* MoNel Op.ning th(pownso*aperill nnflions) or0poning Holght(WhodDIVISVII-SParshrill SkINKI a,-. i-an lick, ban I high 3AV' 30 fg�tao,!. Ri�Issmoll =07 R11. o,gig Load" atwo,ow R' T�Nffl&,I lagoon Rnt..,�. 1 .7, T."als. IkSAR1 ft-Ow U.9"' ywfnl�� LiON ickontion. L-ft DEG.AL DAYMULL i 4211 DID M 174A am ImA 1 70 IRS 470 170A 1 M 1170.01 NO ISO, I M I I", I Sig 17go I OtS IRS 1 521 �'!..-O. lli!. i MI 170.01 14M 1111.0 1 San R ",.-BAD SO �"WIL 140.1 1740 Ilo* oil 406 Ink 70 In, M 170.01 M I ITDA I ON 00.01 ON 117CA 1 630 IMA 11133 1170 01 01 170.0 on ILI, is lack Ion Imo I wo 114.2 1622 IRS ON NOUN 5 Vag 747 110.0 553 17001 was I Imol Sit lick I INS 1 I.. $7041 w L-4 11 IRA IS ' 723 "S 17 ITS0 747 IV.21 1". 1 IRA I IN i� INS 1704 760 0 1440 170,0 IN No IRS 12 17010 IN I Do -fil -"1. Mo link Bill Lou a San Sir 1213 1353 170.0 all loll 10.1 IM3 1 - to, "1 02 1 IRS 17AD 861 In �LOg Ri as lot �d Imil 170.0 1 To? Iloo we IRA am 1. EEO, 97A 121B 70.7 013 53.5 1214 - 1 "i �-0111 ILI 1210 10.1, 013 No 170D I mo IRA 1 745 10.0 03 L3LA IM 11,63.0 914 Mal list 1:401. 0011: 1 ITO lim 1201 1 MI Ito an . 053 lick IM21 SIB NIh 00.01 1174 1 IRS I RD 152.4 108 lack "1 Z2 3" No 14110 M Im, Oil No am to7sTiou tZDA goal DIA1 INS ties a" RD INS INA Sit 0.3 IND 10.21 518 OLD IN, Isla 1 BID L 72 IS, .01 w Sig IN. M RD " No - -- -Z ag" -933- -Fm- 617 SO R.2 03 0.3 70,51 W "A 483 MA 09 �!.!A �17.! Na RD INA BIG 55.5 IN IRS 03 T48 To 93.91 052 W51 To M91 NO ;0z :�To MAT 79 4-A RK) n.1 12+3M 1 019 7 1' "a 017 701. 110.0 IN L 01.6 M 70.0 612 94 ass. 760 4 02 63.4 316 ?an 9.5 ON "a A AS 11.1 1 1. 1 IS. AN tan at 401 38.0 M 4" 1 .1 go 1. -- .2 2! No 2n A. A. L,2 Di 1 D 40 a 7% Oil 1001h, 141.71 391 as I us I uk-1 Sm Us NO 1" .2 1 1 an US I DO, 32 232 291 29' 1 zig _zEq- 3WU17A 01 10.7 ON 17.6 sib Mat 1 33.41 Sig 392 335 IDS 370 334 3" 0 IS W2 a !� 251 3" 25.3 320 21A 370 18.1 NO ILI a 021 317 Val I ON 16.9 317 Z 1 1 ----------- 'Amuw kaha,I),ps, E SIM toubm 114-co.u�gb ultrae. up.o. 1. &.035) 81.05) Anchor CUP Patterns Ita. 054- IAN' I-=- W� "n Not- Mw 22 1 N.2 Z I I 1 1 Mm'e I. EE I I 2 �W-All.5911* 4 an A I WA I Iitcag� � 6A.WBOVI-Sa. -- I - I I I FIGURE 1: F-Im FIGUREI' F .117 FIGURE3,' 11 .70 ANGLE UIP (FIGURES 1-�j MUST BE USED 11 PAIRS TABLENOTES 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMA71ON ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOI-ATION BETWEEN MULL LENGTH$ ANDOR 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 BUGG ESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILUED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0�90. WOOD SHALL BE PRESSURE-TREAITED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6063-76 AND BE A MINIMUM OF.125- THICK. STEEL STUDS TO BE A MINIMUM GRACE W AND.046' THICK C16 GAUGED. STRUCTURAL STEEL TO BE AT LEAST.126' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 00 & #12 ANCHORS INTO WOOD MAY BE STEM, I&S B.S. OR 410 B.S. so- BAY MULLION FROM THE 1ZDZ1 C" 810NO- u Mlee6', P.E. ;L P.E.# 68705 MuMon Capsoltv Tablo Obsel Coming th (for wrlooNspoori WID WiD 70M win OvAorw) or Or, Openifig HeIghttfor IvIdizarla" loth Oncorr) Inh 1401, twh 3w 46 R.IWVA� L-dro M.Am". IDIAN W.Eft, TI-Am" und! Itscu"Azr T."m WON mdamb, IJOId, 1 v'ffEW,. 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E. 010 8� plast.1 6128[W i WIVE UtOwi to, J::I� 14"M.-.- I -IV Ekouftm�m IIVEW10m�. 8I.On) S.ETE) S. ArichorClIpPadem. MA,. =.A mr WV INV I I k 1 Ile I MIT 1-11W4-1-11v 1-11V r 140' "VV =-. E. i -- . ...- . i�g ,. ;gig WA Im 1 Duft MIN 112OW ru. I low -1. . lug FIGURE 1: F --T FIGURE 2: FIGURE3-. 761 r7* ANGLE CLIP (FIGURES J-3)MUST BE USED IN PAIRS. TABLENOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMNBCN ON LOADING. SEE SHEET, 21 To, GENERAL INSTALLATION MMODS. 2) UNEM INTERMLATION BETWEEN MUILL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AN D MULUON CUPS SHOWN ME NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-M. HOLM TO BE DRILLED IN THE FIELD FOLLOWING DIMENSION& RESTRICTIONS SHOWN ON SHEOS 21.2& FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT+ILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURG-TRE5ATED YELLOW SOUTHERN PINEWITHAN SG OFO.55. ALUMINUM SHALL BE6063�T11AND BEAMINIMUM OF.125' THICK STEEL STUDS TO SEA MINIMUM GRADE 33 AND.04F THICK (18 GAUGE). STRUCTURAL STEELTO BEAT LIENST.126"THICK AND A313. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST3 SCREW THREADS BEYOND THE MATERI� #10 & 012 ANCHORS INTO WOOD MAY BE STEEL, 18-8 B.S. OR 410 SS� "0" iyNN A 'I, V/4' If FIL P.EA 68705 .WW MIN. .37W MIN. STANDAROCILIP 2. 606:3-76ALUM. MECTION 3.1W CUTHERETC 1 .376' rTEF UP EEJ FmN. LE-- Er. fy, r CEtfTER OF ANCHM ROLE MUST LEE TONIEW WITHI M THE DASHED BOU NDARY. SEE SIR SETS & I I FOR THE ANCHOR O.C. —DIUANCE. MAuMUMANCRORHOM OFFSETCUP 6063-TGALUM. 70� MIN. .1. NIEMEN', U�CUP 000�TO ALUM X-SECTION q --L MIN. A 11 U CUP 6%�WAUUK TOPVIEW Aa CENTEROF�HOR HOMMUSTLIE ""USTL" THI. T.E E'IED BOUNDARYSEE SHEETS6.17FORTME ANCHORO.C. DISTANCE�IAXUMUM ANCHORHOLE DUUAZTQR:ANCHOR D"ETEFt - Mr. 14 NOW .... EEO IN Vx "'Xi"MYLL" Owl 1ALU XZECTION WAMGLECUP 80&NT6AUUM. zeco- "ECTION t L� - 125- L7 ------------- ZCENTER OF ANCHOR MOM MUST LIZ WITIMN THE : ASHED BOUNDARY. SEE SHEETS �V FORTHE ANCHOR O.C. DISTANCE. MAXIMUMANCHOR HOLE DIMETER: ANCHOR DMETER - 1/16'. Knew) POT Part# 1 Mullion I Bad. Clip jOfrwtCIIp U-Cflp Anolo CIIPJ V XL- X.126- (5) 6MI13M 668iliSM 6613243M —SEF4-4M 666511M V XZ'X.375' (6) —egj-14M '�S �IiIGM 66SES12M I'X2.7WX.376'(T) GMT 666ilSM W61120M SM245M '3M VX2.75' X.650' (8) BESIDE 6MI16M W121M SM246M 14M = V X3,125' X.6W (9) 613647M M1116M ii-61114M 69242M 5M 1.26, X3.IBB"X.2W (12) --i— 6041M WE 11 17M i113M OM41M 6 M :16 I.W-X2AVX.12&'(18), 69370 VA INA NA 0 1 7M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOUOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 64t() FOR SUGGESTED. WROMMATE HOLE LOCATIONS & ANCHOR D.C. DISTANCE. 3) SEE SHEETS 24 FOR GENERAL INSTALLAr[ON METHOD& TARI F A Dimension value Qn) For WHOM A B 1.69 2.854 V X2' X.12F Aluminum Tube Mulilon C 0-896 D CF7-4-0 A ihizli V X2' X.375' Aluminum Ibbe MWIlon B ? 404 C IL635 D 0.490 A 1.875 1- X2,75- X ISO run, Tube Megan B 3.ODO C 0.757 D j.1ja E .450 Min. A 1.312 V X2.76' X Aw Aluminum Tube Mullion B 3.000 C 0.476 D 078—W A 2.DDO V X&12W x .5w Ajum Tube MUR B 2.637 C 0.863 D 1.137 A 2-625 W X3.IBV x .296' Alum Tube Mull B 3. C D 0.862 1.762 A 1.813 1'.'W 2 1 .1PA11 I Tube Mull Re.6670i 12W —.10T —izw I.2VXa2VX.lW MULLION m&T5ALUM X.SECTION U-SAt mv X-SI VX4-XWe �4wll.ILIJON GW�TMUM. MECTION I.WXS25'X.02V I.2WX3.WX.(I2,T MULLION MULLION ODW76ALUK m5-T5AUUM. X�SECTION X-SECTION .376, MIN. SHEETS 74 .12Y STANDARD CLIP 2 mGTA,,M 6* .CW 2.12 2.000, 2X6 MGM CUP "ECTION U4LP OwMemm. I MWNT6ALUM. X�SnTICX 125- 1 X-SECTION L CENTEROFMCHORHOMMUGTUEMUINTHE —5.6w —3.12V CUTHERETO -CRfATEF�P.SEE DETAIL F. SHEET HOI-E DIAMETER: ANCHOR DIAMEITIR 4 1116'. r 3717 CENTEROF ANCHORHOLE MUST LIE INITHIN I THEDASHED I BOUNDARY.SE9 I R ___SHEETS5-20FOC THEANCHORO. DISTANCE. ANCHI'm ORKOM I DIAMETER ANCHOR ----- DIAMETER . IIJW. J-11,11, -4 .22W �—.osv-4 .=6-J NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GiVEN ON THIS SIMET. 2)SEE GHMTS C-M FORSUGGESTED, APPROMMATE HOL.E LOCATIONS. 3) SEE SHEETS 2� FOR GENERAL INSTALLATION METI-IOM STANDARDOLip 6�TSALUM. TOF,fiElN OFFSET CLIP 601;�TSAUJM. TOPMEW U.CUP OW -TO ALUM. TOP� DIM Ind on I Ve I U4 Q D)FF7,M.IJ—W—W.j D—ft—Tn—sI-0nTVolu0 M) FcT ML0110M F 1 1667 1 I'Xqx 21F ALL . 71be MUlIgg 0 0.00 7fMl".2v X.624 - Alwinunt TWon mwlwn G H 11 1. 2 3 000 H 1 1.435 1250 4 1' X74-� X .3!5 AltrnJount 116. & -r jF.03B F G 2' WE 1.125 I.WX394- X.02V AbooloWn TUbn Molllo- H I 2.430 am K 1 1.600 31.= F I W x I IV X.1 AII.W. I T� Ma. F F 't, 2At3 W A.Y Mol 2.875 I= PGTP.do MUIIWM SW. alp 16—fti-CLIllp "no AMII.CLIP V KV X.IW (10) Mollmi sUDAIM W5VIM V X4')(.S75' (11) It 11 W1123M mM2M M519M -219M — J,X�X,377�(Ij) -66603 W112M MRIIM 000"`2 1 2Y X3 2W X.100- IUD) Jill (ZF1124M OWAIOM MIISM j-W 'X12VXQ� (14) 2DI61 6601 IM Mit25M =2411M 6=116M "in 601117M WIM 56e241M MOS17M 30 Col.. (to) mlo WA WA WA liom 45 Dog. (W) 060D NA IIA ' W .111. lffir� FL r 1-11, 1-1 Mull Diane nBlon i PGT Part# (sbootel Mullion I Std.Cllp I U-Clip Angle Clip F—.12V =X4' 1 06802 1 668261M 1 600271M 272M 2. X6, X SEE SM5 Z' XU' X.2�5!(V)j 06604 1 606262M 1 660 STANDARDCLIP U-CUP 2X6MGLECUP 21 606�TGALUR 0013346ALUM. 1301�76 ALUM. NOTE& I X45CTION "Ec"O" 2.'wl ""E"ON 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING lw 125' Q125 DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEEF. 2) SEE SHEETS &20 FOR SUGGESTED. APPR(MMATE T T HOLE LOCATIONS. 901, 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. S.SoT =CUTI(EftETO m]'CLIP. zww SERMALF .375 j .37v 1 .2W TX4'XW MULLION 606346ALUW X�SECTION rxwx�v MUI.IUON M3-TOALUM. "ECTION MR I-- 1 .1 SI MIN. ----------- --- ------- SAW -- -------- L STANDARD CLIP HOLE MUST LIS dffi�TOALUK BOUNDARY. SEE TOMEW SHEETS !F20 FOR THE ANCHOR O.C. DKITANCE MAo(NUMANCHORHOLE DZ�MR:MCFICR�DINWETER+ 1110'. &500" CUTHERETO 3.500._ Xy 3.500' CREAWF�CIVP, 377 ETAR. P MIN, r - SE 'T A r MIN. It— ------------ - I - - STANDARD CLIP M3-T6ALUM. TOP VIEW 375- -T IF ---------------- 3.1w - - - - - - 3.438' I I L t-11 A 7 -------------- CENTEII DIAMETE ANCHORD 111w. .37F T 6, 3V U-CUP 606 USEDFDRV SHEET 17 a5ANGI-ECLF ew�Tomum. 10"m M ANGLECUP IFXF�TOAUUK TOPWW : N.. 58705 A.LYNNIM(CURF FL PaE*0 68705 I J1Yoo I PILEVEINGUEVERMCA-MULLION I LENGTH L SEE SHE, DONA SHEETS 24 SEE 'ETNA SKEETS 23 3 EXAMPLE �, MULTIPLE MULUONS � SEE SOMA T-.OT. E, MEETS 2 3 SHEST3 HEIGHT FOR H� 7 MULU- I 1 14 / I /// SEE DETAM SHEET$ 'n ME BURWING SUBSTRATE IS KNOWN TO BEWOM ON ALL FOURSIDES. ME NNDOW FRAME DEPTH IS 2.1/V.ME OPENING REQUIRES ADESIGNI PRESSURE OF WM�.OPSF. 1) INITIALLYASSUNIONG THAT A I -WIDE MULLION IS SUIrASLETHE MULLION LENGTH IS ?r AND WE OPENNGWDTH REFERENCING SHEET 25,THEcoLuANUSING RECTANGULAR LOADING MUST BE USED. SCAN WE MULLION TABLES FOR A MULLION THAT IS AT LEASTMEWINDONFRAIvIE DEPTH OF �11VANDWIU. MMT OR EXCEED WE REQUIRED DESIGN PRESSURE OF.00,01�60.0 PSF. IF THE TABLE DOES NOT SHOWTHE EXACT SIZE. USE THE NEXTLARGER SIZEAVAILABLE. FROM TABLE 3A. SHEET 1, THE V X 2.W X.375- MULLION (LENGTH - 7r. OPENING WIDTH - �) MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS -1-50.3 PSFAND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8, IN E V X 2.75- X.650- MULLION (LENGTH - 72'. OPENINGWDTH - TO-) NASA DESIGN PRESSURE OF./-72.7 PSF MICH EXCEEDSME REQUIREMENTS FOR THE OPENING AND MAY BE USED IN MISAPPLICATION. NOTE THEANCHORCAPA�ITY REQUIRED OF63SLBS. 2) USE TABL.E4B TO FIND THEANCHOR TYPE, ANCHOR QUANTITYAND UP TYPE REQUIRED FOR THEWOM SUBSTRATE. BOTH THE STANDARD CLPWTH (4)*12 ANMORSANDTHE 2X5 ANGLE CLIPSWITH (4)#12MCHORS HAVE A CAPACITY OF 05 LBS. THOUGH EITHER WE MUM BE USED. THE UANDARD UP Is BAsIm TO NSTALL. 3) VERIFYTHE DESIGN PRESSURE OFTHE FENESTRATION PRODUCTS USED NTH THIS MUU.lON SYSTEM. THELOWER DESTGN PRESSURE.OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TONS OVERALL ASSEMBLY, FINAL DESIGN PRESSURE REQUIRES THAT ME BOTH THE MULLIONAND THE FENESTRATION PRODUCTSE INSTALLED IN ACCORDANCENTH THE INSTALLATION 'PEC"ICATIONS IWO RESPECTIVE SUBSTRATESAND FENESTRATION PRODUCTS TO MULLION. 11 THIS ENANIPLE.THE DESIGN PRESSURE REQUIRED WAStBOD PSF.THE OVERALL MULLION SYSTEM WAS DETERMINM1*0 BE 72.7 PEP WITKAN ANCHMWACTTY OF WOLES, &TIERNATIVEM ME ANCHOR CAPACITY ADJUSTMENT FORMILLAMULD MVEBEEN USED TO CALCULATE THE ANCHORCAI�AIINY REQUIRED FORME EXACT DESIGN P�URE OF60 POP: (60PSF)X 636 LOS MALES (MAYBE USED TOGUI STEELSCRENSFRONITABLE40) (-TWi-p�l-1 ) - THSOUIMING SUSHI IS KNOMW BECMU ON MEJAMOSAND USES A CONCRETE HEADURANO SILL. THE WANDOINFRAME DEPTH 182�-. THE OPENING REQUIRESA DESIGN PRESSURE OF.W.0/45+0 PER FOR THE VERW�A- MULUCNI: 1)ORTIALLYASSUMING THAT A VWDEMUILUON IS SURTABLE, THEMUWONILENGTH IS 3�7�11IOVANDWE OPENINGWIDTH IS THE COLUMN USING RECTANGULAR LOADING SHALL SCUSIG. � ME MULLION TAB� FORAMULLION THAT [SAT LEASTME WNDOWFRAMEDEPTH OF 2-vrANDWU. MEET OR EXCEED ME REQUIRED DESIGN PRESSURE OF -50.00-55.0 POP. IF ME TABLE DOES NOT SHOW ME EXACT SM, USE ME NEXT LARGER SUM AVAII-ASUE. FROM TABLE 3A, SHEET 7. ME V X 2.7V X �37V MULLION (LENGTH - 10r. OPENING NDTH - MI MEETS ME DEPTH REQUIRED. HOMVER THE DESIGN PRESSURE IS W-16.1 PGF AND WOULD NOT BE SUITABLE MR THIS APPUCAW)N. FROM TABLE 1 ZA. SHEET IS, THE 2- X 4- X,25T MULUON (LENGTH - 10r. OPENING NOW - 8T) HAS ADESIGN PRESSURE OF +1.04.7 POP WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THEANCIiOR CAPACITY REQUIRED OF 971 LBS. BECAUSE IT IS NOW MOM T14AT ME MULLION WILL. ADD r TO ME WIDTH OF THE MUUEO UNIT. THE ADMSTED OPENING WM IS 3WQW�174-, NOT 7T AS PREVIOUSLY ASSUMED. VEMFY THAT ME DESIGN PRESSURE IS STILL APPLICABLE FOR ME ADJUSTED OPENING. ALTERNAW&LY. MEWINDOW NEWS MAY BE REDUCED TO MANTAN THE 73- DIMENSION (3&1*435-la�73-)L 2) USE TABLE 128 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND UP TYPE REQUIRED FOR ME CONCRETE SUBSTRATE. IN THIS EXNAPLE. ASSUME THE PWRIED CONCRETE HEADER AND SILL ME 8'WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN ME W, CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. USING THE STANDARD CLIP NTH (6) 3116' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-IM GIVES AN ANCHOR CAPACIN OF ID50 LOS MICH IS GREATER. AND THEREFORE SUITABLE FOR THE REQUIRED ANCHOR CAPACITY OF 071 LOS. FOR THE HORIZONTAL MULLION& SEMUSISME VERTICAL MUU-WTLL BEA rX 4- X MV MULLION� IN THIS EXAMPLE WE WILL. MATCH THE HORIZONTALANDVERTICA. MUUUONS.ALTERNATIVEJ�Y. ANOTHER MULLION TYPE MUM BE CHOSEN. 1) ME MULLION LENGTH IS 317 AND WE OPENING HEIGHT IS 3T-7r4- -lW. REFERENCING SHEETMTHE MILLION LOADING MY BE USED. FROM TABLE 12A. SHEET 18, THE 2- X 4- X �2W MULLION (@LENGTH - 4r. OPENING HEIGHT - i2O� HAS A DESIGN PRESSURE OF M70.0 PSF MICH EXCEEDS ME REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APPLICATION. NOTE THE ANCHORCAPACITY REQUIRED OF 521 LBS. 2) USE TABLE 123 To FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE.ASSUME THE CMU �BLSARE W WIDE. IF THE MULLION CLIPWIERE TO BE CENIIERED WITHIN ME a-, CARE MUST BE TAKEN M MAINTAIN THE FASTENERS EDGE DWANCS. USINOWE M ANGLEMPS NTH (4).VIWULTRACMMCHORSATMEDMDI$TMCE�l'GMMMCHWW�1WOF54OWSMICHISMMTER.AWTHMFORESUrrAD�.FOR�EKQUMD ANCHOR CAPACITY OF 521 LOS. 4) FOR THE U-CUP IN ME HORIZONTAL MULLION TO VERTICA]. MULUON, USE ME SAME ANCHOR CAPACITY OF 521 MS.TABUE 123 FOR THE U�CUP SHOWS WE ANCHOR CAPACITY IS 1074 LOS WHEN USING 3 ANCHORS, MICH IS GREATER AND THEREFORE SUITABLE. FORTHE REQUIRED ANCHOR WMW NEQUIREMENTOF 521 LEE. WE ANCHOR TYPE IS A #12 STEEL SCREW. FROM THE ABOVE STEPS. OUR MULLION DESIGN PRESSURE IS, .1-64.7 PSF FROM THE VERTICAL MULLIONi -1-1704 PSF FROM ME 36- HORIZONTAL MULLION ATTACHING TO CMU; .1-170JO POP FROM THE 36- HORIZONTAL MULUON ATTACHING To THE VISRTCAL MULLION (INTERSECTION)L THE LOWEST DESIGN PRESSURE IS 0�64.7 POP AND WCW-D APPLY TO ALL OF WE MULLIONS - WISH WE DESIGN PREEWRE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. ME LOWER DESIGN PRESSURE. OF MULUONS OR FENESTRATION PRODUCTS. NLL APPLY TO ME OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT WE BOTH ME MUUJON AND THE FENESTRATION PRODUCT BE INSTALUEO IN ACCORDANCE NTH THE INSTALLATION SPECIFICAMONS IWO RESPECTIVE SUBSTRATES AND FENESMATION PRODUCTS TO MULLION No. 50701 1)6 S ED. A, LYI FL EXAMPLES OF RECTANGULAR LOADING! '®rjorroA SUN LOADINOOFVERTICALM WON LOADING OF VERTICAL MULLION Uu SiLLOFWNDOWSINOTANIHORE0 WTHtNTERSECTINGHORVCWALMULUONS LOADING OF VERTICAL MULLION LOADING OF HOMONTAL MULUON ILL OF WINDOM NOT ANCHORED WITH INTERSECTING �TICAL MULLION HINGED F 10 IF roo2A DOOR , 'i h EXAMPLES OFTRAPEZOIDALTRIANGUILAR LOADING: CD S L id KI L .. IWO OF �ORIMNTAL MILLION Il r., I --- - -------- vVil I Wj'ZZZIA I I III o' --s III HIM, ilm� ift ---73 III ON= A —woml Lo WADING OF WRTICAL MILLION 5 M L LOADING OF HORIZONTALMULLION z 111111ma,p wiffiffAafl .1VAM!, LIM M�J� E�'-- 11 MI. 1 0 rlooF00A 0 00, 'j LOADINGOF%ERTIGAL MULUON z 0 HIGH 0: MUMION Onua RSVISM NOTES I I)DRAWINGSARE B.Wu,". RERESENTATIONSOFTYPIM CONFIGURATIONS. A�M16-92,19.wa, I PW CONIF[GURAVONS NOTSHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT BEDETERMINED.USE RECTANGULAR LOADING. VINN .... ..... xO - S� 3) SBE PRODUCTV APPROVAL FOR 14,5910r. ACTUALANCHOR LOCATION& 0— 4 L T W OF tz, A. 64NMWI�:O%E. LOADING OF HORIZONTAL MULLION FIL REM