The URL can be used to link to this page

Home My WebLink AboutNOASCANNED BY MIAMMMADDIrEE St. Lucie COunty MI&W-DADE COUNTY Em PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES WER) 11805 SW 26 Strea, Roam 208 BOARD AND CODE ADMINISTRATION DIVISION T(796)315.2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) "w.miamid2d�yvlecavnmy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: RLE Cop This NOA is being issued under the applicable rules and regulations governing the use oyconstruction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHI). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miamri-Dade County) reserve the Tight 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 fkils 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 DOC—UAUNT: DrawingNo. ingle Hung Window Installation" sheets I through 8 of 8, dated 05/11/11, with revision C dated 04122/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. NllssrLE LwpAcT RATING: None LABELING: Each unit shall bear a pernument label with the manufacturees name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENE, WAL 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 arid 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 10 1 10 Page I mo,133as-�a 0.1040 SlIN Ina3a Q9V SNYla TO x-4 (at&jJ11AV3(d' -d0A QaMMA" ",0.4, a:)Kvn mo 0:), *XS PGT Industries, lur— NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submifled under NOA No. 11-0614. 01) 2. Drawing No. MD-SH200-01, titled "Single Hung Window Installation"sheets 1 through 8 of 8, dated 05/11/11, with revision C dated 04/22/16, prepared by manufacturer, signed and scaled by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of series SH-200 aluminum single hung window, prepared by Fenestration Testing LaboratoM Inc., Test Report No. FT7,6479, specimens 1 thru 26, dated 03/28/11, signed and sealed by Marlin D. Brinson, P.E. (SubmiftedunderNOANo 11-0614.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5' Edition (2014), dated 05/22/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Subinifted underprevious NOA No. 15-0528-22) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RFR). E. MATERIAL CERTMCATIONS 1. None. F. STATEAIENTS 1. Statement letter of conformance, complying with FBC-50' Edition (2014), dated May 2, 2016, issued by manufacturer, signed'and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 2, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0528.22, issued to PGT Industries, Eric. for their Series "SH-200" Aluminum Single Hung Window - N.L, approved on 08/06/15 and expiring on 09101116. �-- I Product Cuntryl IE NOA MLO Expiration Date: September Approval Date: June GENERAL NOTES: SERIES 200 NON -IMPACT SINGLE HUNG WINDOW I) THIS PRODUCT HAS BEEN DESIGNED& TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVRZ). 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MtAMI-DADE COUNTY, USE ONLY MLAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLES 5 8 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. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2)(ARE 1-10 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 8 E BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH AS SPECI FIED ON TABLE 5 & 6. SH EET 4 & 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF TH E FRAME. INSTALLATION ANCHO RS SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTH ERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REOU I RED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO 7H E SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTMI E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E 1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33 1/3% STRESS IN CREASE 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 NOA: ANSYAF&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). 63-1/8--ni 52-1/8" 1 NO ANCHORS 4 REQUIRED INII VISIB FLANGE FRAME HEAD 8"MAX FROM CENTEROF MEE 8"MAX FROM CENTEROF1 MEETING RAIL IWINDOW 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 HEIGHT EQUALME PRMAEWIDNEL ARCHTOPPROVIEWIORIEL RADIUSTOP EQUAL UTE 9. T MAX. TYP. FLANGE F (TES- r STAN EO2 .A 0' 9 .AN .ALI .Aj� .w: s OF A. L Ps YNN P.E.#58705 z a -n 2 w CD tn Q g 2 1p s C, 44 cl c I M m 2 'affi 25 .0 'in .0 z ci a cq E w EP 25, -It M ro 5' LD. . 0 . a . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :E m m w p A 0, 8 ER s ER g a EN p m p p p P�� in n . . . . . . . . . . . �o b� b b bo b m w 0 0 � 0 m 0 � m 0 0 0 0 a 0 0 0 a o . . . . . . . . . . ... . . . + + + . . . . . . . . . . . . + + 0 0 e� m (n m C" cn Ch (n 0 C 0; 0 -4 CJ W 0 -4 W -4 . . . . . . . . . . . . . . . . . . . V G a :11 i4 iM b ZO 4 44 :N �J i.) K) b . . . . . . . . . . . . . '(A :-4 L4 iA 1M (A n w 0 0 o 0 o o 6 p K) �4 0 0 0 -4 0 K) w w 0 -4 W Cn �4 (7) CA W 0 M W W W W M 0 0 w M M M 0— + + + + a + IR A 9 . 9 . 8 . 8 . a � . a . . . . . o o 0 cm o W co w m 6 w m m m bD b) 6 b + ww �ww� .4 0?9&t;�Sg + + + �4 0 0 0 w m w 0 w K) 6 K3 0 -4 A- W -4 W 02 0 0 , (— m M. 4 M3 p p p W CD W N) -4 0 CJ W W W K) co cp 0� iD b ri b + w + w '44 . . . . . . W . . . . . . . . . . . . . . . . . ti w ?D t i :t (alt 0, $El w 0 0 0 (0 0 (D 0 0 (D 0 0 w 0 w 4 .. CD FD N �j -T TABLE 4- Maximum Window Heigbill Sash Height' (see Figure A, this sheet) Design Pressure (lbsAt) fDr Glass Type B - J, Fln & Flange Frame Maximum Window Width' I IQ-1/r 28-112" W, 1 37- 1 41" 45- 'MI. MI. 11-9116- (Equal Ute) +55.01 -90.0 +55.0 .90.0 +55.0 -90.0 +55.0 .90.0 +65.0 -90.0 1 +55.01 -90.0 +55.0 -90.1 underIM16" +65.01 -90.0 +55.0 -90.0 +55.0' -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 .84.3 +55.01 -78.1 37" 18-9116" (Equal Ute) +55.0 .90.0 +55.0 -90.0 +55.0 .90.0 +55.0 -90.0 +55.0 -900.0 +56.0 -90.0 o,ar 18-9/16" +55.0 -90.0 +55.0 -80.0 +55.0 -GO.0 _0 +55.0 -9D.0 +55.0 7j5.-0 +55.0 -84.3 +55.01 -78.1 underIS-7/8" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -913.0 +55.0 .88.5 +55-0 -81.8 +65.01 -75.1 15-7/8" thru 19-YI6"3 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 .9 +55.01 -78.1 38-3/8" 19-1/9 (Equal Lite) +55.0 -90.0 +55.0 .80.0 +55.0 -90.0 +65.01 -90.0 1+55.0 -90.0 +55.0 -87.9 +55.01 -78.1 F war 19-IW +55.0 -90.0 +55.0 .90.0 +55.0 -90.0 +55.0 -90.0 +55.0 .88.5 +55.0 -81.8 +55.0 -75.1 under 19-9/16" +55.0 -90.0 +55.0 490.0 +55.01 -90.0 +55.0 -86.5 +55.0 -80.2 +55.0 -73.2 713.2 +55.01 -M.: 1941ir thru 22-112" 3 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 .90.0 +55.0 -M.1 +55.0 -78.5 +55.0 -70.1 - 4Y - 22-9116'(Eclual Lite) +55.0 .90.0 +55.0 -aO.O +55.01 -90.0 --- +56.0 -00.0 +55.0 -89.3 +55.0. -78.5 1+55.0 -70.1 oxer 22-9/16" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 M.5 +55.0 -80.2 +55.0 -73.2 +55.0 -M.: under 20-118" +55.0 -90.0 +55.0 .90.0 +55.01 -86.0 +55.0 -81.8 +55.0 -75.7 +55.0 -69.2 +5&0 -62.1 20418" thru 24-irr 3 +55.01 -go.o I+s5.o -go.o +55.o -go.o +55.o -go.o +55.o -w.8 +55.0 -74.2 +55.0 -65.1 -Z-1 24-9116" (Equal Ute) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -84.8 +55.0 -74.2 +55.0 owr 248116" +55.0 -90.0 +55.0 .90.0 +55.0 -86.0 +55.0 -81.8 1+55.0 -75.7 +55.0 -69.2 +55.01 -62.1 under 213-131116' +55.0 -90.0 +55.0 -90.0 +55.0 -83.5 +55.0 -79.1 +65.0 -74.0 +55.0 -67.3 +55.01 -61.1 Zo-1311g, thju 2salle, 3 +55.0 90.0 +55.0 -90.0 +55.0 .90.0 +55.0 -90.0 +55.01 .83.2 ;55.0 -72.7 +55.0 -64A 25-31W (Equal Ute) +56.0, .0.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -83.2 +55.0 -72.7 +55.0 -64.1 mw 254T8" +56.0 -90.0 +55.0 -90.0 +65.011 .83.5 +55.0 1 -79.1 +55.0 1 -74.0 +55.0 -67.3 +55.0 -61.1 under 2445116" +55.0 1 .87.9 +55.0 -75.6 +55.01 .65.7 +55.0 -62.3 +55.01 -60.0 +55.0 -56.5 +53.2 -53.: 34-15116" thru 30.1j2"3 +55.01 -87.9 +55.0 -75.8 +55.01 -74.1 +55.01 -74.1 +55.01 -74.1 +55.0 .65.5 +55.0 -57.1 61" 30-9/16- (Equal Ute) +55.0 -87.9 +55.0 -75.8 +56.0 -74.1 +55.0 -74.1 +55.0 -74.1 +55.01 -65.5 +55.0 -57.; owr 30-91167 +55.0 .87.9 +65.0 -75.8 +55.01 -74.1 +55.0 -74.1 +55.0 -74.0 +55.D -65.6 +55.0 -67.1 under2543/4" +55.0 -83.9 +55.0 -71.7 +55.01 -620 +55.0 Z9.9 +55.0 -57.8 +54.5 94.5 +51.3 -51.1 25-W4" thru 314/2" 3 +55.0 1 -83.9 +55.0 71 . 7 +5501 -694 +55.0 .69.4 +55.0 -69.4 +56.0 -84.5 +55.0 -58A 63- 31-9116" (Equal Lite) +56.0 -83.9 +55.0 -71.7 +55.01 -69.4 +55.0 -69.4 +55.0 -69.4 +55.0 -64.5 +55.0 -56A o%er 31-9/16" +55.01 -ag 1+55.0 -71.7 1+55.01 -69.4 +55.0 .69.4 +55.0 -MA +55-D -64.5 +55.01 N.! under 2M4" +55.0 -6113 +55.01 -56.3 1+52.11, -6ZI +51.5 -51.5 +51.5 -51.5 +51.5 -51 Z +50.0 -50A 29-314" thru 38-1/2" 3 +65.0 -68.3 +55.01 1 -56.3 1+52.11 -52.1 +51.5 -51.5 +51.5 -51.5 +51.5 -51.5 +51.5 -511 73" 3"/16' (Equal Lite) +55.0 -68.3 +55.0 -56.3 +52.1 -521 +51.5 -51.5 +51.51 -51.5 +51.5 -51.5 +51.5 -51-6 over 36-9116" +56.0 .68.3 +55.0 -66.3 +52.1 -5ZI +51.5 -61.5 +51.51 -51.5 +51.5 -61.5 +51.5 -51-1 under 31-3/4" +55.0 -625 +50.8 -50.8 +46.3 46.3 +45.2 45.2 +45.0] -45.0 +45.0 -45.0 +45.0 45A 78" 31-3/4" thru 39' 3 +55.0 -62.5 +50.8 -50.8 +46.3 -46.3 +45.2 -45.2 +45.0 -45.0 +45.0 .45.0 +45.0 -45.( F- 39-1116" (Equal Ute) +55.0 -62.5 +50.8 -50.8 +46.3 46.3 +45.2 -45.2 .0 .45.0 +45.01 46.0 +45.0 -451 'Tip-to4p dimensions forflange winclum show. Fortin windams orbuck dimensions, subtract 1". 2 Owradl sash height. For clear daylight height, subtract 3-9116'. 3 Size range includes the standard Pro -View (3-mr-2 configuration) for the giwn Window Height. For overall sash width, subtract 245116' fium the buck dimension. WINDOW HEIGHT - SASH HEIGHT CAN NOT EXCEED 53". INSTALLATION DETAILS FOR FIN FRAMES INSTALLATION WOOD. SEE NOTE 2,THIS SHEET 1 EMBEDMENT OPTION 5 CURVED HEADER EDGE INSTALLATION DISTANCE ANCHOR (SCREW) THROUGH THE FIN EDGE i EDGE olsTANcE. :DGE ,,5 ��, DISTANCE EDGE TYP. ANCHOR TYPE, EMBEDMENT AND DISTANCE EDGE DISTANCE PER SUBSTRATE, SEE TABLE 6, THIS SHEET DID EMBEDMENT SE�E NOTE 2: k— —t THIS SHEET 2X WOOD. SEE NOTE 2. THIS SHEET j I EMBEDMENT J 1/4MAX,9HIM 1f4"MAXSHIM -4 _I 6 TYP, ANCHOR TYPE. EMBEDMENTAND 1A 5 EDGE DISTANCE 1 4 7YP. ANCHOR TYPE. PER SUBSTRATE, EMBEDMENT AND EDGE SEE TABLE 6, THIS DISTANCE PER SUBSTRATE, INSTA SHEET. SEE TABLE 6, THIS SHEET. OR 4 INSTALLATION IS 36 INSTJ I HT I I OPTION E ANCHC IG 11 61 STRAIGHTHEADER THROU il /—(B— INSTALLATION ANCHOR 11 29 (SCREW) THROUGH THE FIN 41 F-19 mu DADE API OR VERTIC, INSTALLATION 1/4" E 2.751 USE EITHER OPTION 7 PROPERI BUCK LATCH 1# 29) OR INSTALLATION HEIGHT BOTTOM LOCK ANCHOR (SCREW) 114" MAX SHIM 32-35 (#11).TFSTED THROUGHTHEFIN 37 1 UNIT LOCATION: I 6-5/8"FROM 64 VENT END. #10STEEL I SELF-DRILUNG TABLE 6: VISIBLE 1 7 SMS (G5) LIGHT III HEIGHT 1 36 2-1/Z Q(TERIOR 2-1/2" x IN 43 2.254" 31 20 ALUMINUM/STEEL FRAMING OR STEEL #10 Ste STUD. SEE SUBSTRATE PROPERTIES. NOTES TABLE 6, THIS SHEET- 114"MAXSHIM 1) USE ONLY SUBSTRATE -.MIMIMU APPROPRIATE ANCHORS LISTED 11, ' ' 1/' ZT. -,!4 "Yw4 ON TABLE 6 OF THIS SHEE TYP. ANCHOR TYPE, FOLLOW EMBEDMENT AND EDGE EMBEDMENT AND EDGE EDGE DISTANCE LIMITS. ANY DISTANCE PER DISTANCE INSTALLAT]ION OPTION SHOWN SUBSTRATE 58705 SEE TABLE 6. 1.. SHEET: MAY BE USED ON ANY SIDE OF THE EDGE WINDOW. DISTANCE INSTALLATION 2) 2X WOOD FRAMING OR BUCK, I-IJ2'THICK OR GREATER. S ATE INSTALLATION ANCHOR k OPTION 6 EMBEDMENT ---� (NAIL) THROUGH THE FIN ZX WOOD. SEE NOTE 2. THIS SHEET 3) VISIBLE LIGHTWIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM A. L W�R'. P.E� VERTICAL SECTION D-D BEADING TO BEADING. P.E.# 58705 TABLE7' Anchor Quantities RequIred, Flange Frame Maxirnum Window Sash HOW (sw Figure A. this shoot) Maximum Window Width' is-1/8' 26-11r 3Y 37' 41- Group A o: 0: 0: 0: -me 1% an 23" 11-9116'(Equal Lite) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 --F2T--- 2 2 2 2 - -2 F-2 1 2 1 2 2 2 2 2 mder IS 91113- 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 1 3 2 2 2 3 2 3 2 3 2 4 3 37' 18,0119' (Equal LIW) 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 _ 2 _ 2 _ 3 _�j, 3 1�3 a" 16-9fl(r 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 2 under 15-7/8' 2 2 2 ..2 2 2 1 2 3 2 2 1 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 3 15-71W thru 19-3/it? 3 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 2 3 2 3 3&W 19-1/41 (Equal Uto) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 3 owr 19-1/4' 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 under 19alle' 2 2 2 2 2 2 2 3 2 3 2 2 2 4 2 3 2 2 4 2 3 2 3 2 4 2 4 2 3 2 4 2 4 iwiv thru 22-ir-p 3 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 3 3 2 3 2 3 3 3 45" 22-WlV (Equal Uto) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 o=22-9116' 2 2 2 2 2 2 2 3 2 3 2 2 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2 3 2 2 under2064/8" 2 2 2 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2 3 2 4 2 4 2 2 3 2 4 4 2D_118" thn, 24.1ir 3 2 _2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 4 3 3 2 3 2 4 3 3 2 2 3 2 4 t42 3 49' 24-9/16' (Equal Lite) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 3 2 2 3 3 3 ovor24-911r 2 2 2 2 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2. 3 2 4 2 4 4 [2 2 3 2 under2D-1311V 3 2 2 2 2 2 3 2 3 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 20.1311jr thm 25.VJB' 3 2 2 2 2 2 2 3 2 2 2 2 2 3 2 , 3 2 3 2 4 3 3 2 3 2 4 3 3 2 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 1 3 j 3 1 3 3 1 2 2 3 3 3 3 3 3 3 3 3 over 25-&S" 2 3 L 2 2 2 L 3 2 3 2 4 2 4 2 3 21412 4 2 3 2 4 2 4 4 2 3 2 4 2 under24-15116' 3 3 3 3 3 3 _L 4 3 3 3 3 3 4 3 4 3 3 3 4 3 4 3 1 3 3 4 3 4 1 3 3 3 6 3 4. 34_1511jr thru 30-112" 2 2 2 2 2 2 3 2 3 3 2 1 2 2 3 2 3 2 3 2 4 3 3 2 3 2 4 3 4 3 3 2 4 31 3 61" 30-9116- (Equal Uta) 2 2 2 2 2 2 2 2 2 2 1 2 1 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 3 3 3 31 3 ovor3o-9116, 2 3 2 2 2 2 2 3 2 3 2 2 2 4 2 3 2 3 2 4 2 3 2 3 3 4 2 2 3 3 41 2 under 25214* 3 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 5 21 4 25-W4* thru 31-11Z 3 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 4 3 3 2 3 2 4 3 1 3 3 3 2 4 63' 31afflr (Equal U A 2 2 2 2 3 3 3 3 2 2 3 3 3 3 3 3 3 _!j 3 3 ow2l"116' 2 21 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 2 3 2 3 3 4 2 4 2 3 3 4 2 undor 29-314' 2 3 2 3 2 3 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2 3 2 4 2 4 29,Vkl� thou 38-1 2 3 21 3 2 3 2 3 21 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 4 3 3 73* 36-9/16'(Equal LRD) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 2 4 313 ! I 2 ! 2 2 — 2 — 3 3 3 3 2 2 3 — T3 o"364MS" 2 2 2 2 2 2 2 2 2 2 2 3 2 2 :2_L 2: 2 13[ -3] 2 2 2 3 3 3 3 2 F 3 3 3 — undar3l-W4' 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 312 3 2 4 2 3 2 3 2 4 2 4 7W 31-aW thm 3913 1 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 1 3 1 21 3 3 3 39-1/16`(Equall.fte) 1 2 1 2 2 2 1 2 2 1 2 li 2 2 2 2 2t2 2� 2 2 2 2 3 3 2 2 2 2 3 3 3 3 1 2 1 2 3 3 3 Tip-tD-tip dimensions for flange windows shown. For buck dimensions, subtract 1". 2 O%erall sash height. For clear daylight heigbt, subtract 3-9/16". 3 Size range includes the standard Pro -View (3-over-2 configuration) filr the given Window Height. rj: -__-4:1FR�0M "MR7 refers to "Meeting Rail". SEW For overall sash width, subtract 2-15/16" from the buck (fimenslon. WINDOW HEIGHT -SASH HEIGHT GAN NOT EXCEED 53*. WI 1) USE THIS TA13LE FOR ALL FLANGED 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 WIDTH T OR HEIGHT DIMENSION SHOWN ON THE TABLE. Q 4) REFER TO TABLE 5, SHEET 4 FOR ANCHOR GROUP DESCRIPTIONS. Item # PGT Dwg. # PGT Part# Description 1 2703E 62703EW Flange Frame Head 2 2751 B 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 Rag 8 2TO7 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 Fbced Meeting Rail Plug Gasket, Rigid PVC 24 4066 64066G Wstp., 187 X.230 Fin Sea[ 25 2784 72784W ISash Side Rail Gasket, Polyethelyne 26 1078 7121UM jBalance Take-out Clip 27 Varles per Size jBalance 28 2711 428COW ISash Cam, Nylon 29 1098 71096W Sweep Latch, Znc 30 1016 7858WW 1#8 X.625 Ph. Fl. SMS Latch Screws 31 1267 71267N Isetfing Block 1115'x 1/2" x 1% EPDM 32 See Sheet 7 for Materials Kommerling 4SG TPS Spacer System 33 Quanex Super Spacer nXr With Hot Melt Butyl :3:4:] Quanex Duraseal 35 Cardinal )L Edge Spacer 36 Sash Bottom Lock Spring 37 Screen Cloth, Fiberglass 38 Dow Coming 899 Silicone Glazing Sealant 40 1625 61625B Glass Bead (1/8" Glass) 41 2719 62719B Glass Bead (3116" Glass) 42 1263 61263B Glass Bead (1/40 Glass) 43 1253 6VT48B Glass Bead (I.G.) 50 781POA #8 X In QUAD Pn SMS 51 781 P87X #8 X In Sq. Pn Twin Fast SMS - 410 S.S. 52 1184 781LHPQA #8-15 x 1 LH Twinfast Screw Zinc 53 1188 781LHPQX #8-15 x 1 LH Twinfast Screw Zinc (S.S.) 54 78XlPFTFUA #8 X I" Ph F1 ulcut SMS 55 78XIFPAX #8 X 1" Ph Ff - Stainless Steel 60 1/8" Annealed or Tempered Glass 61 3/16" Annealed or Tempered Glass 1/4" Annealed cr Tempered Glass 63 1/8"- 1/4" Air - 1/8n An. or Temp. I.G. 64 1/8% 3/16" Air - 3/16" An. or Temp. I.G. 1-- 2.000' -H _T FLANGE FRAME HEAD 6063-TB ALUMINUM - 2.056" .050, r05.0q - T .975J 1 125' 2.0W .869' A 3.225" INTEGRAL FIN FRAME SILL 6063-T6 ALUMINUM .062" 1.582" .062' -6 1.01V GFIXED MEETING RAIL ) 6063-T6 ALUMINUM 2.000" C2 .050" .062" , .050" _r 1 .926- SASH SIV 6063-T6 A t , in j� 50 . ......... W A. RE P.F-# 58705 Al SCANNED Fi� Agik BY ff�% MIAMI- t. Lucie County FILL 6V "lly MMMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RM) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) �w.miamidade.govleconomy CGI Windows and Doors, Inc. 10100 NW 25'h Street Miami, FL 33172 SCOPE. This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miarni 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 AUT (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 AIIJ 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. W0544, titled Series "360" Alum Single Hung Wdw. (L.M.I.), sheets 1, IA, 2, 2A, 3, 3A, 4, 4A and 5 through 10 of 10, dated 01/28/05, with revision F dated 05/05/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT IRATJNG: Large Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturces name or logo, city� state, modellseries, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ' ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its 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 NOA# 12-0822.11 and consists of this page I and evidence pages E-1, E-2 andE-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 15-0512.07 MIAMMADE COUNTY Expiration Date: May 05,2020 Approval Date: September 03,2015 Page I CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-0215.02) 2. Drawing No. W05-04 titled Series "360" Alum Single Hung Wdw. (L.M.L)", sheets 1, IA, 2, 2A, 3, 3A, 4, 4A and 5 through 10 of 10, dated 01/28/05, with revision F dated 05/05/15, prepared by Al-Farooq Corporation, signed and scaled by Javad Ahmad, P.E. B. TESTS 1. Test reports on:, 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal@ and Super SpacerlD insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. TestTeports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test -per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite'PVB interlayer, Duraseal@ and Super Spacer@ insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 23 8 aluminum fixed window, to qualify DuPont "Butacite'PVB interlayeT, Duraseal@ and Super Spacer@ insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. Mgnuck Fcre , P.E. Product Couttol Exyminer NOA N6.4540512.07 ExpirationDate: MayO5,2020 ApprovaiDate: September 03,2015 B-1 CGI Windows and Doors, Inc NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNTiNuFw) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FB * C TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Small Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 7) Forced Entry Test, Type "A-A�' vertical sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202-94, per ASTM F 588-04, AAMA 1302.5-04 and CAWM 301-04 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Test Laboratory, LLC, Test Report No. I-IT&0080-0402-08, specimens 1, 2, 3 and 4, dated 04103/08 to 07/22/08, signed and sealed by Virm J. Abraham, P.E. (Submitted under NOA No. 08-1208.06) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "A -A" vertical sliding window, Grade 10, per FBC 24113.2.1, TAS 202-94, per ASTM F 588-04, AAMA 1302.5-04 and CAWM 301-04 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0313-04, specimens 1, 2, 3, 4,-5, 6, 7 and 9, dated 03/29104 to 04/02/04, signed and sealed by Vinu J. Abraham, P.E. (Submitted un der NOA No. 05-0215.02) C. CALCULATIONS 1. Statement letter of conformance, complying with FBC-51" Filition (2014), and of no financial interest, dated July 16, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Abroad, P.E. (Submitted un der pre vio us NOA No. 14-0822. 11) 2. Glazing complieswith ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) Manmil Per'e NOA No. 15-) imine Product Control Fx 7 Expiration Date: May 05,2020 Approval Date: September 03,2015 E-2 CGI Windows and Doors; Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGIasO (Clear and White) Glass Interlayere' dated 06/25/15, expiring on 07104/18. 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Sallex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 3. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company (MA) for their "Saflex B? Clear or Color Glass Interlayers" dated 06/19/14, expiring on 04/14/18. F. STATE MENTS 1. Statement letter of conformance, complying with FBC-5'h Edition (2014), and of no financial interest, dated July 16,2014, issued by At-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previo us NOA No. 14-0822. 11) 2. Laboratory compliance letters for Test Report No. HTL-0080-0402-08, specimens 1, 2, 3 and 4, issued by Hurricane Test Laboratory, Inc., dated 07/22108, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-1208.06) 3. Laboratory compjiance letters for Test Report No. HTI,0080-0323-04, specimens 1, 2, 3, 4, 5, 6, 7 and 9, issued by Hurricane Test Laboratory, Inc., dated 04/02/04, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 05-0215.02) 4. Test Proposal for the qualification of Butacite@ PVB glass interlayer by DuPont as well as DurasealO and Super SpacerO Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, Supervisor. G. OTHERS 1. Notice of Acceptance No. 14-0822.11, issued to CGI Windows & Doors for their Series "360" Aluminum Single Hung Window — L.M.I., approved on 10/16/14 and expiring on 05/05/20. Manuel er , P. Product Control E mi r NOA No. 1�-0512.07 Expiration Date; May 05, 2020 Approval Date: September 03,2015 E-3 1� In It Jq 4 1/2' 1 Daynght Cpnq, 2�5/8" Dayligbi Opng EM 1 2t aj-tq t 82 gal R 2 .2A N9 A g 99 41 .1 i x 92. GA 7 26 -1�� ' FL. �3172 jjjjj� N.W 2M MEET M"] � (��) M-M. Ex A2! ifi l�� Ke � A�AROOQ =RPO�TIC 0 0 � I InstollaVon Screws (Refet to sho� 5, 6 & 7 to, S,xclng informatioa) Stood.,d 12 P.f Sift Optional 15 PSF Water Ber Adoptor Mli TIIESE 0. W05-04 Bill of Materials ITEM P I QU�W DESCIUMON MULTERIAL MMF./SUPPLIER REMAJUIS 1 M3201NO REOD- WOO. FILE WITH CENTER SOFT AN (G" PILE U11RAFAS/SCHLE� 2 CCI-612P AS PECS. PLASTIC BUMPER WIDE we PROTOTYPE PLASTC EXTRUSIONS CONTINUOUS AT INTERLOCK 3 -4 1146-4 2 WIMP HOkE COVER NN104 G� &UM/um GUILDERS PLASTC ccmp� --F/A AS REQD. I GI,CUNG COMPLETE SCRIEEN VARIES CUSTOM C�G 5 6 -�/A MI-61W & 616C 9— 1 OR 2 1 OR 2 CWBMMON EGRESS LOCK AND UFT/PUI-I- A�ACfi[ED W/(2) #8 X 5/8' RH SMS OFD� SWEEP LOCK NEVER (mplac� A�rII 6) ATTnHED WI(4) #6 X 5167 M GAS ZINC 1 a WDWm. 2w WIDE & SMXLUR 2 0 WOWS. O� 28' WIDE 7 8 9 10 M0700 & C307M ZINC ZINC TRUTH VARDINME OR EQUIV. TRUTH HARDWARE OF EWIV. 1 0 WOWS. 28* MOE & SMXLER 2 0 MUMS. � 28' WIDE I8-II-XX-IW I OR 2 1 1 0 WOWS. 28' WIDE & SMXLER 0 WOWS, OWR 28* MOE MI-614C 2 TH� DOWN BLOCK ZINC CUSTOM CASTING VARIES ES 2 2 �m ("T OR W�) VWES BOTH BALANCES C� BE USE) 11 CGI-617P �CE COWER PW PROTOTYPE PLASTC EKTRUSIONS LOCATED AT TOP H� OF EACH JAMB 12 MI-618P 2 VENT STOP P� PW PROTCT� P�C EXTRUSION& PROTCT� PLASTC EKTRUSONS LOCATED AT TOP OF AMBS I-OCATED AT TOP OF FIND WNT 14 CGI-613P 2 nm VERT SHIM 15 16 GGI-619-P CGI-622N 2 TOP GUIDE AT OPERABLE NYLON -mu-v-0M CUSTOM CASTING 7 BOTTOM GUIDE/CUP AT OPIERABLE �r MON 17 CG- 2. 91N 2 CARRIER S)'STEM ZINC CUSTOM C�c OPTIORM. - �CE ATTACHIS TO a is N/A 16 VERY ASSEMBLY SCREWS S/S VARIM "i 110 x I Ile m Sms (2 PM 19 R/A 12 FRAME ASSEMBLY SCREWS S/S 010 X 1 1/4' PH SMS (2 POR O)RNM) GE-IM. GE-2M. 990 20 031-313V `UUS PROTOTYPE PLASDC EXTRUSIONS 21 VARIES FE01.. M11 SIUCONE Z2 n CCI-632 OR 2 I� COM9NATX34 DGRESS ATTACHM W/(2) OB N 1 a WDWS, 28" WIDE & S�LVR 2 0 WOWS MR 28' WIDE 2/ URE SEFING MOCKS VDM DURYMETEIt ��.5 �H.n A n A- 00 E777 z It CGI WINDOWST.& DOORS 10100 N.W. MAMI, � 33172 -------------- 1/2* Wh. I.., sit, t: M-n s Site SI R'i; Re gig z Bu gy 9 NEI Is . - 0 gss I A 'R 1/2 he .1'. SIT ... I sit. 41m MR, R MMMOR 42 iI 58 Ig Ell. p W Z, 0 W 's- 120' height b b L0 Equal Equcl SERES'360'ALIJil SINGLE HUNG WIM. (I-Ml)j CGI WINDOWS =&DOORS S 10100 NA 25N STREET 1 MMI. � M172 G et_.. Ge ,-wo . (M) 5"-e JLC m MU� WISZ AN DOLOL SHOOG V SMOONIM 103 r—i-W3 I RN AN �p . -I if 44 4 a�p -wa Gzl arl 2111k k 1/2' M:i,. i site is. Z9 mc to 04 we 2- I.. We z Far IM2 ii, eZZ M M.fi E height are It 120* Mi E AiIE— Do in b 1�s W ALU wi MK We. AL-i coig,p—voN a 0 e 'CGI UNDOWS & DOORS 10100 N.W 25TH SPE� MIAMI, FIL �3172 I�e' Iti ..... 9 �Wo axEgli 1 0 i !p MI a � height 120, mm. 0 4 smu DO .. 1.) �6%2 2-f Instollotion T "A .7. wo Duck bad in s..I.-t CIP) 1/4- Did. he Flat End seal.� - #.I' ultmoh, 0, (LYP) Km -con (or equal) 3 1/2- 2 31e 1 x 4 Se,eled PJ, Wood Husil, (tYP.) IMPOWTANT NOTE. Wood Ruck. must ..KtAia leads imposed by 9102mg Igstern and transfer them to the building structure. N.n-b-clod a Scala rt Wood Ruck (dotted) Optional ProCcol SH TYPICAL ANCHORS1 DOE mp� hak —a 1/� DA U1,11MOOM In''EUCO, (",", Ki NIO Ile DIM. HUH MK=C� (w-he M "" "an IWO M WIDDID Bi OR MOD STRUCTURU 1-1/2- MX pENETRaITION M WOW THOU 1W su= INTO CONC. OR MASONRY 1-1/4' MO. EMBED IWO CONC. OR �OXIW DlREMLY = CONERM OR FIU-EO BLOCICS "/4' MI, NOM IWO WNCRM OR FILUED BUICK Ile ni, TEKS OR SO F DRIU ING SORM Varac 3 son mu, MMI-OkES COUN11' APPRMO M"ONE (MIN. WK. WID MU& SWLUCTURI � ; 12 Gk MIN. Vy - 35 KSI W'.) PUMINUM : 1/8' WK MIN. (6063-15 MIN) (� IN MOI M, uMINUM TO BE PUNTED OR PUNTED) 1YPICM D)G: DISTANCE INTO CONCREIIE AND Metal . 2-1/2' MO. INTO WOOD SPRUCTISRE - V MO. ,,, NET,& S==RE - 3/0 WN. MOO A' NEY). SIM- OR —M ED - Des Mn' .ONCRETE AT MD. VUL OR �M Cc - =a M lad .-.a FLUED BVWK XT � "In - Wad M — Values for installation TWe W apply to the following in,t0stichn types. with maximum shim space 1/4�. I- Using toy P.T. wood bucks. min. 3/4- thick. 2- Directly into ...a.,. Without the use Of wood oulks. ;test D, Ithothre 3- DIr.c.cilly iDto 0 - M /E thick and cning #14 Take or Self drilling S.Irces Structure meet be designed b, the,. A. sustain the leads impacend by the window. 2915 15 �—n. Ff!81oll,ol,on T7ypo "B" vrj�, orlded" Sock �d ii -.I.rdt N, -.a F 'a t lhood Ultracon/K uk-�a 1-1/2- Min. Wood Earthed ,E (11P 3 117" 2 x 4 Beveled P.T. kga� di .. 2 3/4' 1. Wood Back (Ii Wood i (called) O'Vanal `,-Cct Si-11 0"00 Ty 8 F!do,ov, ,rore .are Bock bedin So.lcall C D!o* Flat Head . 0, 4' Di.. jjjo,ar,./Kvdk-C.n �Idneas W1 �E x 4 & 2 x 4 P.T. Wrad Bock (typ) Sao Installation yp s 6A* & �Bm T el far . 4 & 2 . 4 P.T. Wood Bock Styles IMPORTAW NOTE: Wood Bucks musl� sustain loods im�aaodl by glazing system and transfer the. to the building reactors. 1 1/2* Min. 0 MY Total Wood Fro-todi.. Op"""' Se." at Ncol-a-1.6 Wood Doak �8!� �--a In 9 q9M E i 2 i i gull- t- 2 - -L - - =99M 0 A 2 �[�CG�-IW'IN-DOWS & �DOORS�'� MEU IN"',T OW F rm. 2 C� —. lz� 91 IN iio o 0 9 2 2 9 3 (B F CI I < 0 0 WN. (LM. AL-FAR�Q COR"RA"ON lolm N.W. Z� MMI, � 33172 I o 0 50 0 3 0 m - 710 fl MINI A A r 7 qu I P rp lie FEE PEEN 1� 5 1 10100 N.W �� EU MMI, � �i172 i -Sin2� �SZ WN OOLOL S8000 V SMOaNIM 100 M. 1.3. 1. 2 212pp q.0 2 Bpj1q i R u Lo " ur 2 2 s 2 d 2 R n i R R gig a ELI IkeZ.M.91.2. aim immi lip 0 nii R z Rpl 59 .9NR=-- i -2 p 11 91 j;=Mm. I e� 2 1 21 A.9.9 95 [T 9 � F -05 1, 11 M1021 9 8 .......... %Z A 919 9- - 0 1 p ilips e a P 21g 2 P a'; gjq ul�jij-n �ja!; a RIP a ;11 MR A a R Up R i!� 10 Rp I SCANNED BY St. Lucie County 141�MMADE MIAMI-DADE COUNTY VODUCT CONTROL SECTION DEPARTMENT OFREGULATORYAND E URCQ 11805 SW26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION 11 P 1(786)315-2590 F(786)315-2599 NOTICE OF PGTIndustries. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to .perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modil)7� 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 th�Mgh Velocity Hu i e Zonq� APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Empact—Resistant Aluminum Tube Mullio&', sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. LABELING: Each unit shall bear ' a permanent label with the manufacturct�s name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. i 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. ADVE)iTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION. A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 14-1105.01 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NCIA No. 16-0218.03 MIAMI-DADE COUNTY Expiration Date: May 26,2021 BE =0 44,1111, (0 Approval Date: April 14 2016 Page I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED A. DRAWINGS 1. Mamifacturei�s die drawings and sections. (Submitted under NOA No. 10-0819. 05) 2. Drawing No. 6300JR,. titled "Impact -Resistant Aluminum Tube Mullions", sheets I .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 Irifiltration. 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 thm E-1), dated 02/28/11, and addendum letter dated 05105111, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10-0819. 05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Manue e MP.E. Product Cont ol anilner NOA N . -0218.03 Expiratiou Date: May 26,2021 Approval Date: April 14 2016 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNEM]M D F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" Edition (2014), dated February 15, 2016, issued by manufacturer, signed and scaled by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to POT Industries, Inc. for their Series 'TGT" Clipped Extruded Aluminum Tube Mullion — L.MJ., approved on 02/12/15 and expiring on 05/26/16. M ei r er Product C= oe o.. NOA No. -0218.03 Expiration Date: May 26,2021 Approval Date: April 14 2016 B-2 DETAILA'. MULLION TO ?X WOOD BUCK ORWOODFRAMING (OFFSET CLIP SHOWN) O"UT Wil � WAY m .ST�vy A THIS m �01) > EXTERIOR 4 FRONT VIEW aSOE�En 21-',nFMH%E Um7i" ALLWWOM SIDE VIEW INSTALLATIONNOTE&' I)ANCHOR EMBEDMENT TO BASE MATERIAI- SHAU. BE BEYOND WALL DRESSING ORSTIJ000. 2) QUANTITY OF ANCHORS AND MULUON SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITYAND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EI�ERTHESTMDARD OR INTERIORCLIP MAYBE USED. 3) ANCHOR HEAD TYPE MAYBE PANHEAD, HE(FEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTION&. SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPUCATIONS IN MIAMI-nADE COUNTY. USE ONLY MAMI-DADE COUNTY APPROVED E.CO LLTRACON OR ELCO 1W B.S. AGGREGATOR MA13ONRY ANCHORS. DETAIL 13; MULLION ATTACHED TO IX WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) EXT9 R >' mmQNw ANCHORS A FRONT VIEW g� SIDE VIEW E cu,'.yu NST�sv Ag-= 4%G� UW F�d 58705 s L 116 -, SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MUL7lf`LE 7� mom,m �PM�MMUU` MULLIONS \EBE DMA It I BUM. oSel 'Ha FENI P. BE C mus MIN BYP SM� LENGTH ADDITIONAL MMPLES OF MULL WNEIGURATIONS: MUu UNM a FOR OBE mmm MUM. L T -------- / 20 L SINGLEMULUON SINGLE MULLION MOM FIGURE I ABOVE. STANDARDS USM. -2014 FLORIDA RU-11DING CODE CF803.5ni EDITION -ANSVAF&PA ND&2012 FOR WOOD COWSMUCTION .ALUMINUM DESIGN MANUAL, A))M-2010 I -AISI�SVID-OVS2-2010 I—H�MUMLENMH---j =7 / = GIENERAL NOTES! 1) DETAILS SHOWN ARE FOR THE MULUON ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND 514OULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL IX OR a WOOD SUM IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHOR$ 16 CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS HAVE BEEN TESTED AS 'FREE-FLOMING' AND 00 NOT NEED TO BE DIRECTLY ATTACHED TO THE MULUON CUPS, BUT SHALL NOT HAVE A GAP OF MORE THAN Ilq FROM ME CUP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLMS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO OEFLECT NO MORE THAN U180. THE 1A SMESS INCREASE WAS NOT USED IN THIS ANCHOR VALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY 13 THE RESPONSIBILITY OF OTHERS AND IS BEYOND ME SCOPE OF THESE INSTRUCTIONS. 6) WHEN FINDING YOUR SIM IN THE MULLION TABLES. A -WAYS ROUND UP TO THE NEXT SIZE SHOWN CM THE TABUE(S) 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DREWUNG OR STUCCO. WOOD DUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERINUS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 5) REFERIENCE: TEST REPORTS: F�6443, ELCO ULTMCONIAGGRE-GATOR BOAS 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF ME FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON.IMPACT APPLICATIONS, MUL.UCNS ARE ONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS RWONG CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTHIHEIGHT OF EACH INDIVIDUAL MULUON COMPLIES WITH THE REQUIREMENTS OF THIS NOX INSTRUCTIONS; 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (MWFT- FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 26 TO DETERMIN E IF THE WIND LOADING IS 'RECTANGUILAR" OR 'TRIANGULAIVIRAPEZOICAL. .1 vul --cm ul � 1.1.� .1.11 U)NI P.APA�IW fl R.qfi�n FROM TABLIRS IA THROUGH l6k ON SHEETS 5 THRI BAYMULLINST�LLAMN . ....... . . 4 X2 X: 126 MULL X2X 376WIL.8PECS..____.6 XVIIXJ75M�SIPECS 7_7 X2.75X.65W�SPECS ....... . a lX3.IZX.50QMUU.SMGS 9 IX X.125MVaSPEC&_.I0 IX44XXS TUWMUU_SPE�;j X X.375�MULLSPDVL-.-- i25)(3.16SX.265MULLSPECE.12 lsx a oxommut-LSPECS._13 USING . THE 6) FROM THE SAME TABLE USED IN STEP 4) ABOVE. FIND THEVAUJE IN THENEXT COLUMN ANCHOR CAPACITY REQUIRED "s). THIS VALUE WAN REPRESENTS THE WINDLOM) TRNISPERRED TO THE SUBSTRATE BYTHE ANCHORS AND MUST BE MET70 THE FULL MULLION CAPACITY. OPENINGWIM UL IPUE 6) FROM THEANCHOR CAPACITY M TABLE ON THE SAMESHEET AND USING YOUR ACTUALSUBSTRAMCONDiTION (M T -Z7 ANCHOPUSUBSMAJFJANCHORCUP PATTERN MAYAPPLY) SELECTAN ANCHOR CLIP PATTERN AND VERIFYINAT THE REQUIREDANCHOR CAPACITY IS MET. MULTIPLE MULLIONS 7) IFTHE MULLION WACITYMBS�M OBTAINED IN THETABLE ISHJ�ERTHANTHE DESIGN PRESSURERFQUIRVENT(L�l FORTHE OAPAcrrYRmumRED.wHH OPENING, YOU MAYUSE THE -ANCHOR CAPACITY ADJUSTMENT FORMULA� TO OBTAIN THELOWERmaRFR THIS VALUEA LOWERANCHOR CAPACITY OPTION MAYBESEUEOTED FORTHE SAME SUBSTRATE a ERIFY : DESIGN PRESSURERATING JLBSTV) FOR THE FENESTRATION PRODUCT TOBEUSEDAND COMPAREWITH THERMAL MULLION ) V ;;�V) OBTAINED FORTHE MULLION SYSTEM.THE LOWER OF THE TWO SHALLAPPLYFORTHEENTREMULLED FENESTRATION CAPACITY PRODUCT I..". 0) HIGHLIGHT OPTION USED MOTABU�VALUESUSSD IN ASPECIFICAPPUCATIONWHEN USINGTHISNOATO APPLYPORAPERMiT. "IN LYN - IV 4e, EN �p oc S N1. 56705 46 Ell ........... A. FL PRR8705 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) THE 7� I =y. INWA�BY EXTERIOR J ".1.1 FRONTVIEW q V I ON 40 11MM WRIN �Ela I MN2.7MIW�EMORMU SIDE vi INSMIATION NOTES, i) ANCHOR EMBEDMENT TO BASE MATERIAL SRA.U. BE BEYOND WALL DRESSNG OR STUCCO. 2) QUMTITY OF ANCHORS AND MUU-ION SIM SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON ME ANCHOR TO ANCHOR DISTANCE WE CORRECT QUANT[TYAND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON ME FOLLOWING SHEETS. FOR DETAILS A.D. EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEID, HFXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL. SEE DETAIL C, SHEET & 6) FOR MASONRY MPLICATIONS IN MIMI-DADE DOOR ry, WE ONLY MEAMI-DADE COUNTY APPROAfED ELCO ULTRACON OR ELOO 1/4' S.S. AGGREGATOR MASONRY ANCHORS. FROiNTVIEW EXTERIOR DETAIL E: MULLION TO MULL1014 INTERSECTION (U-CLIP) NOTES: 1) MAY BE INSTALLED IN -rEE' OR "OSS' INTERSECTIONS. 2) MAY BE INSTA�ED HOR20NTAMY jSKOWN)ORVERnCAU-Y. 3) SEE U-CUP DRAWING% SHEETS 21-23 TOP VIEW FOR CORRESPONDING MULLION. FRONT VIEW ,::;> --lIk EXTERIOR SEE T"U` SIDE VIEW DETAIL D: MULLION ATTACkED TO STEELSTUD (STANDARD CUP SH NOTES: 1) FOR 2X WOOD,BNCKED STEEL SMOG. MOD ANCHOR MUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES. SHEETS r,20, FOR QUANTITY OF SCREWS. SIDE YEW FL tt P.E. DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) t:�> EXTERIOR lmllo�.W� &M=W�my MMOR (D SEEDUAJWA� SME1112ANO 3FMI11M�III(IN TO SPIX100 SMSTRAT0. SIDE'AEW OH�WTHVW XJW �w 0�_ � lamal 46 NOTES FOR INSTALLATION OPTIONS R 1) DETAIL IS NOT �PUCABLE FOR THE BAY OR 1.26' X 2.1 V X.125' MULLION. 2) SEE TABLES JS�j3B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) THE M CLIP IS NOT SUITABLE MR THIS MPUCNTION DETAIL G: ANGLE MULLION CUP (ANGLE CLIP) Eil:l TOP VIEW I t::;> EXTERIOR DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) WOW=. STE��W 'RwWwy t EXTERIOR NOTES FOR INSTALLATION �JON G & K 11,00 11-1 "t, 'I, ......... ep 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDEOF MULLION. 2) DETAIL G: SEETABLES JB-148 FORANCHOR QUANTITIES AND SHEETS21-23 FOR HOLE Z' -,k; 140,5370 LOCATIONS. =- a -1 --Ir 3)DUMLRSEETMLESIMORIOBFORAN�ORQUANTMMANDSHEEr=FORHOM 'L", LOCATIONS. TE, I TABLE 1A Mulhon Cannefty Table (losing ---I Openhhawchh(for Pam InAloors)0roponlingH 90 h tuorhodmIlBuy-pri'll Ne. ors) 1201, 1 I 0 In h Vt! 1 140t, go i, Ig-roww lo"N To" nvfn`� �ghg Nd.". .a, nwincor .a, Nct.9", U.6; VIA'AIN2 L"ft ""oo"o" "'No' wn, L--EV N,ilwo, Losao nwn� Luce, RIM L.a; No Wag LcrdAg Iw'.� L-ft w IN AJ.nTuba Mullen h A, vH11, I 332 QQLZ nor 1%51 325 XQ 1 405 I"A I W NA I 4M INA O's !L 3 NA 19 IN.01 $is MA 408 tNUQj 310 01 INM 319 I I 3" h Tilmo, 'go 1,71 Ts 1" ;19 'In gig 258 312 7M 202 HQ 312 *2. 0 20 41.1 111 11.1 �32M -Lg "L 5�4 _N 312 61.01244 312 312 51.0 20 -No S. No ! ggA 312 No 244 T=- 7 -W7r2-5t-FX 52.0 20 51.5 234 207 410 247 40.0 202 3go go. 1. g17 41.1 1. j2!52 2 2' - i."'T 50.1 39A 220 1. 31.0 25.3 2, 1 VT 40.31210 --Fl- 0 6 21.9 241 29 413 3&1 210 10 iLS 247 36.1 g It. 10 2&0 10.4 201 m, M al Me in con 2L, 200 412 V70 320 e3,4 IN VA VA = M IN 24.0 200 2aA IN , 21.3 gor 2hr 21.1 10 102 -LW I&C 2W - - On Al lei M l", IN IN . 61 M IM 23.7 2" lei No 140 2071 lei 245 too -as lw- w 3As-F,42 24"0 24.0 24A I 1 Al I! 2.Le 20A IN 21.1 N Joe IN 2te 134 nm :E: �,- ,go ", 'c' -Ta- 17.0 Ito I No _a Ito -L" 10 10.71 IN 15.7 125 10.0 lei "m IN TABLE 1B Anchor 8,Ac, I In Ocrond. CIP.010VTolik, 3.6w�l VI-6- E k. W"coc Obs) .mu MMU PTW� PhAII I ". - -... ".. EkO 00819d 01261W 11261M Amftww. la, Allakg 8�rmvhlo 91-05) �W) I Anchorcuppaninne ---I g"A' I - I "' - L1-- 1 - 1 '. -L'. - ow ow 0,1w Q,NftwtIh1 "4- 11 I "'. I 1�' I 1 1-114. Ill- -I,,- I nignor go 1 27024 1 230 I... f- ... a" �iiw 442ft IN. itzem 4ft" 4NRoo MU WA WA Mr. 1A NA A Win, m no 1-og - moc here lw Igm " 1 1 - 1 -co NA w . monc 715M zAcc.0mv IVA NA WA NA NA MA WA I N� A IVA IN, "rPv %Oft 165 N 24M 145M "c" I'M g 473ft Ilo. 2AnCWI 240 M m1w 1.11 1. WA I WA 1 WA MIN 02 IN No NOTE: FORTHE OFFSET CLIP. WE THE SAMEANCHOR PAT FIGURE 1: FIBURE2: TABLE NOTE& [i�� 11 *1 1111 pRCCvCrmVISED 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEU25 FOR INFORMATION ON LOADING, Bond. SEE SHEET11 2-4 FOR GENERAL INSTALLATION METHODS. 1.000- ".Codc A,.P7,. No 2) LINEAdft INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPENINGWIDTHS IS ALLOWABLE By FIGURE & '23. mi-I 3) MULLION AND MULLION UPS S14OWN ARE NOT TO SCALE FOR ENACT DIMENSIONS. SEE SHEETS 21 1 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMMSIONA- RESTRICTIONS SHOWN ON SHEET$ 21-21 FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 12V Aft�j ........... \-I IN I ANGLE CLIP MUST BE WED IN PAJRS. 4) SUBSTRATES: CONCRETE SHAI-L CONFORIA TO ACI 301 SPECIFICAIIONS. HOLLOW AND GROW -FILLED 0 eNSE CONCRETE BLOCK UNIT (CMU) VIALL CONFORM TO ASTM C40.WOOD SHAI-L BE PRES$UR&TREATED FIGURE 4: FIGURES FIGURES: YELLOW SOUTHERN PINE WITH AN 6G OF 0.56. ALUMINUM SHALL BE W�T6ANO BE AMINIMUM OFAW N..5810 THICK. STeELSTUDS TO BEAMINIMLIM GRACE WMD.045- THICK08 MUGS). STRUCTURAL STEEL To BEAT I-XTXpIwMULUCN 6 LEASTAWTHICKAND AS8.AL.ANCHORS IWO METAL SHALL EXTENDAT LEAST 3 smEwTHREADS BEYOND THE MATERLAL#10 & Al2MCHORS INTOWOOD MAYSeSTEEL, 18-8 S.S.01141083 UL L FL TABLE ZA M.111on Comb Toole Ob.W) Op.nil,iT M VX Wrgoly.,"g, ngfiell,I) or Opeglog H.IQM (forged 0. MAM) Mt. w I, I mt. Imb igm� 1401, l8gh ix2..376 RWgvw I uww') T`�ftgo. �m Wd.geW. LWV �#TgM LdN �- �gnp Y*m.' �m ...M�r I L�N TMOMM �v INt"Oft T`Vg`� Twffile,, AlumTubo munlon 191.31 OR 11710 1 478 1-71 M I mol 11151 wo 10.61 818 voul m I'm 1 517 Ina 617 No m ;7 : lag 511 A W e2 4 a CIA w no MT W NO No 507 W 0.0 No 414 No 09517 No N No on 453 No 4m m? ".6 No 4 ge al,g .0 MT 315 NA 7 Go a m 3 3 3 3% 412 No 450 4W K0 f.. = 313 37A 315 'gg' 400 No No 3% 3" . M Z' No No In 0 Sit No 284 Mig !A La! 2! m 4&9 M .2 1-4 19.5 m 4til E4 4TV I g" F. =2 ga 1 M No I NI ge, 1 215 me M m 298 37.1 31.6 _wT 230 215 me 214 2" no -L'-o no gee 27.2 !!1 I ;� 14 I ! _ goqj�M !! =5 log 225 We 2so 21.6 IN 107 goo V.D = 2. no IRT 1 1. Ito 1&3 — = -Lt3 a -!,- lee lee 170 1. no Im mi in 'M �01 M 177 92 "', IN "? IN I&I IV 14.2 IM 2 150 let III lei In k--" I 1 1 110 413 . . TABLE 2B An ofCepgqNTgbI.IIb.I on,:: Wre. UCSSEW. OM.1 #1251W 01200d wivv.�. I D.W. 'A a.— AV;�� U.M51 s.(wj &.051 AnchorCUpPefte.g. I z I Qw OW am 1 1 -i:mm 1 "r I� ':p F- ego 'N", IM I* 2LG�! I I... 1 1.114- 1 1.1.- mi" 442in No 4M 7mm WA WA MA NA =ft mg,g 1120ft w" l000m Im. gl�. Re. New lin. WA WA wA I � NIA WA WA WA WA RA ?t5w now w" "'. I '.. 1 +1. 170. VI" �0"v Un OWFZng�. 0 240ft 1 n0ft I WA I � NA WA I IMM NVA 341. .. wu NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUEAS THE STANDARD CUP — --) -ANCHOR TO OBTAIN THVANCI FiGUREl! FIGURE 2: TAIII-E NOTES, D.IIjb'Cgi* J)SEIESHESTIFORINSTR UCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON I.ow A�p"Z---m a" SEE SHEETS 2.4 MR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MUU- UNGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. plk. By MIgggi lkodnl FIGURE 3: LUOII Al LION CUPS SHOWN ARE NOT TO SCALE, FOR EMT DIMENSIONS. SEE SHEETS 21-21 2.00V "1, re E IDIMIE D IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN 0 NSHEETS2"3. HOLU STO" ' UL ......... Yee, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS L �p — ANG1.Z CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SRAU- CONFORM TO ACI 301 SPECIFICNTIONS. HOUJOW AND GROUT -FJ CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM D.W. WOOD SNALLBE PRESSURE -TREATED S z No. M705 FIGURE 4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0,6S.ALUMINUM SHALLBE 606$T6AND BEAMINIMUM OFAV TO BE A MINIMUM GRADE 33 AND.045- THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT 1'XTX.37VMMLION cr THICK STEEL STUDS LEAST,JW TNIVKAND A38. ALLANCHORSWTOMETALSHNU� ID(TENDAT LEAST 3 SCREW THREADS BEYOND INTO MOD MAYBE STEFL 1" S.S. GR410 S.S. z 1`1 �F� 440,U, THE MXtERIA- NiO & 912 ANCHORS TAJ31-E UA M.Ujon Cuieftir Table Oballe'l opening ent0ons),irOpording Mi. ionic rinnnons) mi. cov, 701h i N N fole Hole Bob 1 xz7gx LoMwo IaMIN Tor'"Iftm eaprifte, Laxle, icat.rad., acd, �aat L-odev R=ar I 7=io, Ra'"w". I N .10. R.'aVAD, M ... Do. TODIVAINS. Lood, �. Leamo R-plenco �q .37dAI.m. Tislan M.Mon 111 11 L1,221+7Z i7c.01 SON 1170.01 SM l"Al Boa lanol file w 14L? -flu l3fil lite &I 12-7, Ina N75A-i Sol -;FO I -�-: 170.01 See 1170.01 SM 170.0 1133 1710 Mi am 11" late we ark - waosinj line 747 1 IT&01 MI 1 0 'tt am like 17ce Oil 6 1 Ima late line Per I= 104.7 M4 no like like 102 W 170.0 IM5 M INS I 107.81 IBM 07 1170.01 1 146A 741 1 714 IITA Me IM2 BOT lice 141.1 IN 710 SIA act 'OR W 170.01 140A Too 709 Do$ -W.4- IM 1704 740-0 IN Sea Im w V 0 140.0 IN MI 60� Min i141.11 1121A an IN m I 151A uka Me Bill I 117.0 IMAI "'a IN OSS I ., 130.3 IIILSJ ., oil 07 I - late 87.0 MI IN SM MI INA 26.9 no Me My Mi BAD Me Ou IN MO W JOBS Oki TFA 60 No 4. MA M.7 Me 1 79 am Bar 1 Son ap S*� Sell I Sell I mi 79.1. Me fick I BOT Oki 7" BID on 1 No 46% Ole Me 44.2 735 -sW W 01.0 Tj7A7 - MA 574 -�27 - 475 w - S7.0 ITS- ON - W We 017 574 474 44.1 So" 33,1 In No 1 car Die I M71 all I 474 1 in L.I.10 j114 i 71. Lw F. L., 5 N' Me I Die 73,01 's, ;7- Na 0.0 45.0 to 450 4 BA3 "A 4!3 425 SO NO 91.0 44 411 W M 435 .1.9 4u !TOT 1 , ?a 43A Son] BID 451 Z, 40.8 U.7 311 310 40 ON 0 111.6 - 3LI 4M 64 - 351 Sit MO BID 40 435 45.9 -7 mi - MI _jj4 -9T US - M -5 BID - ON 3 14.4 - -0 -32- A MD -- No I 2" ii-7 SkI 510 w am 4U3 -;w7- 32.2 M 7-m- UO ISO NO 25.1 BIT 20.0 Bon 1 217 ---- Me 17A SIT TAT --------- 74-J 0.3 Dow US wor %-.4 U.S UT US 21.3 M 17.2 217 193 - 2a7 144 287 me M IMM 242 227 I - MUTT-] I DoI 7A VA w Ito I0 111 227 1 Ilia 222 213 at 7 114 lot Ina 16.6 166 ionic 17Z US B. , n. I 1 1 TABLE 35 Anchor CapacitY Table . ank -n IBM wu v I TT I= 28LW 41t, 11128�; �--. VWEM��W 114-EkOU&MM WIVEW'Mon, I llvekom.. ft.fan 5.035) AnchorClip Pahem. I T� E-1 14PI, . I. - m, F- 2 It at No 0.0 1 4M. 1 7.S. A A I DOA A WA -7- -na ll"m MI? lelft fic 892 SO Beer I FcA N% n- -�A WA E WA A Ila, I. Be "fice n ... N Q NeN 1 -A ... .................. -A- 1 PT -T 10., �,A A Nek WA 341� 442M ON. NOTE: FOR THE OFFSET CLIP. USE THE FIGURE 1: FIGUR ill 10 FIGURE& 1 0 0 � 11 a 0 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE* FIGURES FIGURE 6: M VIF;:�] TO OBTAIN THE 'ANCHOR THE 7H E S T 94 CD CIRCLED VALUES ARE USED IN THh �� ri SHEET 24. TABLENOTES, i.gow 1)SEESHEETI FOR INSTRUCTIONS ON USING THE TABLES AND SHEET26FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) UNEPdR INTERPOLATION BETWEEN MUU. LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS. WE 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 (CMU) SHALL CONFORM TO AITM C-90. WOOD SKA11 BE MESSURETREATED SOUTHERN PINEWITH AN SG OF G.M. ALUMINUM SHALL BE 006345AND BEAMINIMUM OF.126' yELLOW THICK.STEEI STUDS TO BEA MINIMUM GRABS SGAND.Bas, TH1CK(I8 GAUG4 STRUCTURAI-STEELTO BEAT INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND I'X2.7WX�TVM1KU0N LEAST.12S' THICKAND A36. ALLANCHOPS THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18.8 GS. OR 410 S.S. Mr. GD705 %.* TABLE4A ht(forratiarlsaysp MIN.) Y, I'm �v� of. Oth 7 0 �w Ivwh I 1.. 1401, 1wh FA 'ft " .1 � we TwRi.m. R-91d" "'wo Tvi'm ON, eqM". Mg.,Nw, TLPm.4 RNIO, Loaft S,11w I,Njv LoOdiv LN41 Loodirg L-Oft =m leele; US v LO g Ludag IN&A LNdOQ L.Mg ix2.75. SO SNI '60AJI.im Tube WR=%pm� 1 a 9 mufflan 1 fill SM 1104 min Im 43 NO 74 IMO ON i7QQ NO 0 No 104 850 Imo ON TOA ON ITOA lim -T-5 ITHO -T- L"± ALI) wil, INA 531 iNA Im To iTOA 110 lag INS INU) 747 10.3 IM 1 0 768 621 1 IN 103 It" '.. IN Ing IN 17LI 17L 20.1 M_ 1110 licto ON 170.0 -;TA _L_ _L_ _11 _j_ 05 I IMUS We T1=7aI Se INIS JOUilS 015 N. INS CIA I., Ne ON NO -L- .9 108A A ON tom ON $17MOM R. ON N., no INA 02 NA WO I= ON lag 6% "go w M5 A TO, 757 SO., IN IN CIA OA ON ON, NO 7, 7 IRS OA 47, 'wi- 22 -�T-Wl — sis iiT US n 9 -Z- 7im W 29A 407 NO in t" 40 34 7 OUT W 372 40 U.5 US NA 4j' - T _!�l W 3W W W -iT ma-- RA 3 w a 5 NO =I NO 21.3 NO 24.9 M ITS Me 21.0 0 M TO .3 aw 927 U 3 OLI NO X0 W 371 17 STA — — — — — — — — -irl- w w -25-1 -V-5 -iii" -2m _RF w lFiUT _WWWOO 2" 01 2W —2w 0 -Tai ZW I&I SIT N6 =7 121.7 M3 m at NO "I W TIT -FV7 -we -in w -97 nil I" — — — — — — — — — — — — — — — — — NO W -TLF mw A m NIT NO lu Ng I TABLE 413 Sit.. Anch"ClIpPaCem. I -St' 1 1.- F- 2Mt%gSQOX'.K 4�01.ly—Q 2"�@Q"�O.Q' 'COO ' 8 St"it, AnchorCap.6ty L I.- I 1�1- ON IN !A— WA IN Tabloglal Xlr[Oa.�. Ile, ... NOIN WA Havewu lie 6w . Z No. WA A IVA 11COSM. ftgyvlal� 314"0 11 401. NA WON WA WIV Wio '-T.Rmm!! Mkilbe WA .1. =IN WA 1 1/4' Agg WA 'T!r INS9 Saw 1128[W '81 81 SO SO AZ 2 276 OIL MIN How its. WA 4a" mft WA INN .1. WA NOTE'. FOR THE OFFSET CLIP, USE THE GAME ANCHOR PAI I ERN AND ANCHOR VALUES AS THE STANDARD CUP. CIRCLED VALUES ARE USED IN THE Et(AMPLE ON SHEE T 24. 3) MUWON AND MULLION CLIPS SHOWN ARE NOT To SCALE FOR E,,ACT DIMENSIONS. SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHUTS 21.23. FIGURES SHOW SUGGESTED, ApPROAMATE ROLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATION& 14OLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (cMU) SHAUL CONFORM TO ASTM mo. WOOD SHALL BE PRIESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL SE �76 AND BE A MINIMUM OF.12V THICK STEEL STLIDS TO BE A MINIMUM GRADE 33 AND N,S, THICK (IS GAUGE). STRUCTURAL STEEL 70 BE AT LEAST,l 2V THICK AND A3& ALL ANCHORS INTO METAL SMALL E,(TEND AT LEAST 3 SCREW THREkDS BEYOND THE MATERIAL #10 IS 412 ANCHORS INTO WOOD MAY BE STEEL 18-8 S.S. OR 00 B.S. FIGURE 1: FIGURE2: TABLE NOWS. "SEESHEET' FOR INSTRUCTIONS ON USING THE TABLES AND SHUT 25 FOR INFORMATION ON LOADING. SEE SHEETS 2 4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERpOI.ATION BETWEEN MLOU. LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABM FIGURE 3: 1 0 0 1 0 1 ANGLE CUP MUST BE USED IN PAIRS. NSUR54: FIGURES. FIGURE6: 2JW a v6 A9T -Ir� I-X2.7VX.6Wm1JULION ..... .ANCHOR FL P.E.# FIGURE 1: FIGURE2: TABLE NOWS. "SEESHEET' FOR INSTRUCTIONS ON USING THE TABLES AND SHUT 25 FOR INFORMATION ON LOADING. SEE SHEETS 2 4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERpOI.ATION BETWEEN MLOU. LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABM FIGURE 3: 1 0 0 1 0 1 ANGLE CUP MUST BE USED IN PAIRS. NSUR54: FIGURES. FIGURE6: 2JW a v6 A9T -Ir� I-X2.7VX.6Wm1JULION ..... .ANCHOR FL P.E.# Mullion Capsolt., Tools (11:06 Opon1m; Width (agrwrUka*GPGfti GuAwa) or OpenIng HoIght(f�whMdmt8*V No, mw=) WIO wito TUB 100g, Ing, U0.In 1001I J-.3.12rx R."Ar MWDING. L-ft I fth-KOg- �&o TBIV�g Ikodw �0-lft wft 11WIN" 1godw �IGIIOMo tkgdO ' I 71-00M ik0h, N"O' ugg' Tgvel", Rd.rnr WON I �VYG-G �v llw�,d. I TnN; , I Nij �I.gd Lman Flutau'l. Lft uod, .600- Alum Tube Mull 111 1 1 a I I a 11111 1 1 1 I Mom I ch 170A Na Dak 415 170,01 144 1170.0 47a im.0 M 170.01 No IMAJ an U11-01 Ila 17DO I IUO 170A 1 "1 Ino Iva i7o.01 521 17"1 ING 1170.0 an 704 Me 170.0 621 19.4 Uoujimal ul ah 17W 70 VdQ S24 1?dO M I-. InA W ITOL M LM ON 'Me 1133 in 3 1700 Bill 'I. b 170.01 via 17" 1 an 170.0 ! 17 :4 me -: 1 7 In 'an +I,,.-. 110, k.w. 270.0 660 1161 15TY "ao ON Metal, Ink 747 70.0 M IMO W go 7ON 531 500 IW 0 I m� aN :700 MA 1195 Me M 170.0 INS Bob 1 747 1710 - -He ILI" 1701 756 Ins un i7to To N W 170.0 717 IMO 11W4 012 Me No 1170.0 "1 179.0 1110 171.1 IN ink In In, .,I To lot Hot 1704 MY 114%5 1401 170.01 ON N 124.01 "a' IMO _ 111 _ 05 W_ L4U 170b III MY 101 170 D gal SOLO M 17 701 170.0 I= IRA 70 TO-5 T, -w Uka G�l OB = am am am 38.7 Ito 107.0 an IN Im it" 017 111.0 110 140.7 RIO age 1 IN los an 7a.3 it% a am libel a 7o-s BUB _LTAO 17001 Go IMO INS 19.5 J1,7 ING 170.0 NO 137.0 ING IWO NO ON 119A fW 141.7 -;;T GO ad 1 .5 'vN 9 Me an 0.9 UO IM51 M I I" Ion fl" M Gab His UOR 812 1 5OR ING 115A Big Go h Ina go ildo 760 IN.0 0% 151.3 w 110.1 on 13&7 "1 1011 ON LZIA . Me 90 112.0 70 1 MY W IM41 757 605 ON MO 749 N.0 05 M71 70 1 OZI M "1 10 nh '"s an low.0 0, 107A an 114.0 an 91.6 on I'm go =3 M 21.2 -T 00 71.4 an W.0 60 0. M III -- -5 an 12a 032 45.2 W3 do- M 40.1 003 0-7 7;-h 1092 7il 1141 NO 01.0 In BY 07.0 Ole lab 721 at tis 681 ]GUY Me so ft? GOT i., Go a 1 am $79 0. a Ul "A M gob ni 506 W 30 721 MY W 101.0 W M .542 M Om OR IN RA -;m- an ?u W7 wI W 64A was 504 w %a ON w ago, BAY 641 M% 584 51.3 Go VA -MO ON age 534 BIG W.9 M KO 514 67Z 448 47.0 514 50.0 0 41.1 514 44A 433 1 Me S14 s 427 MO 514 37A AN VA $14 Me 412 6% MY 405 514 29.0 Few 64.2 452 MY 206 18.7 = 40.0 In no M 1 X41 M N.1 451! UA 1770 V., 31 3, Me M MA a, IDA M 24.2 go 1&0 MY 22.9 355 v5_7 -i7v -3== 31.7 MY 32.7 317 27.2 I I&T 211.4 312 Om 357 25.2 10 121A 357 MY -- an ;o a, Lao �a, 35 1. 293 13A 317 111 .1 251 .1 M 21k 3M I 23.1 1 On 1 104 M DO Ub a I U 1 2 0 1*8 iF -TW- -2T2 good i. 0, F259 T 17 -3 2N I lot 1 252 1154 212 NA H-2 - Ila I � - - - UA no 82 On IDA 02 ArIcharcuppattems &a 114.83151. OIDWad 042,61gel 011I --,Yl -IrM.M V4. &.U� umm I Agg� u.mms'.03a) smNQOsa FIGURE 1: - FIGURE 2'. 16 11 11 91 1111 -9-191 FIGURE 3,' 1 0 0 1111 0 0 ANGLE CUP MUST BE USED IN PAIRS. FIGUR114: FIGURE 5: FIGURE 6: TABLE NOTES: " SEE SHEET 1 FOR IN'TRU DNS ON USING THE TABLES AND SHEET 0 MR INFORMATION ON LOADING. SEE S .. T, li, FOR 'ENEFaTI'INSTALLATION METHODS. 2) LINEM INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3.1 - I MciiOR C�... OBTAIN 7HE-ANCHOR 1-1,DOW-1 THE ) MULUON AND MULLION Min SHOWN ME NOT TO SCALiL FOR E)(ACT DIMENSIONS. SEE SHEET$ 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21 FIGURES SHOW SUGGESTED. APPROAMME HOLE LOCATIONS. 4) S U OAREA CONNCTRETE SHAJ-L CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILL lho. C.. 'ES C, -TREATED T BLI (CMU) SHALL. CONFORM TO ASTM �ft WOOD SHALI. BE PRESSURE YELLOW SOUTHEF44 PINE WITH AN SG OF Bee. ALUMWUM SHALL BE 6063-TSAND BE AMINIMUM OF.125- i-x3.I2vxb`a(JU1ON THICK STEELSTUDS TO BEA MINIMUM GRADE 33 AND 446- THICK(IBGAUGE). VIRUCTUR& STEEL TO BEAT (I-wituLLION) LEAST.125' THICKAND A36, ALLANCHORS INTO METAL SKALL EIlTENDAT LEAST 3 SCREW TWEABS BEYOND THE MATERI&. #10 & 012 ANCHORS INTO WOOD MY BE STEEL� I"S.S. OR 410 B.S. N'. 5B705 FL P.E.0 Mullort CepacRV Tabl. 6b.1e) Opentna dth (Y".Aw"PAMM mt0m) orOpAIII,Yj H ,wums) 70A No, "A w0h Imp, HOM NOM 1x4 R .125 ftptsgw� INd' Twmp,g RNII,Ird � L..ka 1 11UP".0. 2.,, �1.11W L.&N I mqmm ,,go ftnt�� I Log TN Wz FMW �N"` IwMm Rm 1�1111 LUNQ 'mum.Tube M.1non If III; M11 a Im m Iyao 435 Ino I" INA 4m INA sm I InAl am INA I M INA 1 519 17U I HIS I INA I m inAlloolucto am 170,0 1 14M 110.0 1 W 1451 1489 17M I MY INA 140 INA MI 40. MAI To 1 INA 524 170.01 ON INA M 170.0 OR 1170.01 M INA 113S INA "I '"A 0 Lo- W �7477 IN logo HIM5 INA -n L 3 13M INA No "I" Ion L700 IBM ITIO wmt, Rao 1 741 170.0 an INA I eve Into at Ing Im I INA I W INA Ito INA Top �'Qo MY 12M Itao - 1.035 INA IN 131077 IRS M0 m INA Ins Ina No 1710 M N%0 2 MAI ON 170.0 M INA 1116 IMO N4 1w Ito 170.D ON 07.2 tin Ino w Ina I I'm INA ON a" 2-0 21 :11:!�: INA INO 701 1 108.71 M2 INA M 14LO 1021 IOIA 1 02 in.1 IN2 10.7 H5 L112 U2 INA 01 twAl logo 1302 TO 11 o t2LI IN -14-1n ch, INA M ITAO 745 15111 M 10.6 616 INA 04 INA no 113.4 M 131.0 Ina OR No 007 IMAI 70 NA 1 902 IM41 745 NO M 100 IM W�E IT"wo Im no IVAI NY Im IN II&I H7 1.1 7" INA W 117.7 752 oLg sa Ift?I In M71 w Im.21 TV NO 1 047 at 1 713 0.1 NJ N.0 711 61.7 00 M 1 711 Job Ing No ja7 "1 11321 W INA In VAJ No I IM9 No "A Up . ON 7&6 0.7 W NA NO 0.7 Up 09 au, No 7m app up Im, I em Nh JI&B M IM7 05 00.3 No IRA 062 INA IN 0.0 W 72.2 M 00.9 M No M 742 An U6 No 69.2 013 .1 NY na W 41.3 No -in SAO 60 oJIMINA15951 IN21 IN MA 1 634 N.0 724 NX Ll Wn NA W T_ 44 _iW _W_ A -;�4 .1 0, 5C 4 A M 8 4 00 973 - m U2 - N.3 - 01 33.4 IN 0.5 5 _t_ M7 IA 4 -W1 %I -Z 14 137 4AS W. M 47. 1 49 WO w A No $2&74M so lto ±i U .2 T 241 - -Z5 543 _4 - =I 21.7 WIX7 W wh 53 09 475 412 1 No 1 470 Ing 400 31.0 �4 400 320 30 M1 On ;w 1 IN 25 Z.6 NO w T17Y 4" TIA-2 370 Mh NY A" W5 no NY No an Ins A 77'1 NA IN 203 371 MO to IRO; 377 11.1 31N NA m m -iT -we 318 M NY 25 313 -L 1232 1 - 2" I MY mo No NA mo wy NY Ink, ]l " no M 24.5 30 26.1 214 21.0 wo, 21.7 No 10.31 300 1 102 .11 No lot. 17 211 172 IN Aftehar CmNcM TabIO Obs) 2.11, (XW.. H�wu I'MAM PT,rMs I ww - -01 114-63fto 7jQ-SW-rN2S-�1 F012StW J11WEWOMMI.. 114'E.W�. to ww�OUMN 1 114-EkoUtmm MUW u. U U Alte(lalo' SIM 5)jUR,(NJj _T 8!1-(!5) AnghwCUPPOtburn v 1 2-10 V I 2-W -- 3-W 1 11 1 !-IW 2-16� F .4 E�.(h 14g� -A �Im I No 1041N 270 M I Up " I M- 1 740ft 374 IN MM %am MI. 1 NO. 1 o0M I No. Now mm, IVGI�L I WA C N A I i5� 14WIW WA NA - WA " 76 WA WA 1 WA _ LEE-, E-15'. 4AIt'*" NOW M" IMM -Fm-. --Eww- No. I I --- I 11701N 1170M IONM I! MOM -iM-ft a1OW MCM I WA I "-ON "=m I INA= N IA.MpQDA� WA MA WA JIM W4 A W4 A NA 1 2�"G2�"MCJF�O`Ct) MOM, utm, mm 705W No ft Ig JoA I, WA 1!.- 4�"OIAVIIA OCIFOPIFI; 0) 480. NOM ---- WA --- ------- 1A - I - WHIM I tp� FIGURE 1: FIGUREZ FIGURE 3: FiGURE4.' FIGURE& FIGURES. to FIGURE& FIGURE 6. FIGURET. F-T--] F- I F7 I ANGLE CLIP (FIGURES 586) MUST BE USED IN PAIRS. (DP-)X(m19R'N::2 - ANCHORCAP... USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRM' CORRESPONDING TO AN ACTI)ALPFIMUREUQUIREMENTFORTIfF OPENING, WH� IT IS LOWER. THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIEW A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDMONALANCHOR OPTIONS FROM WE _CHCR CAPACITY TABLE. TABLENOTES; 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 0 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GEN ERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MILLI. LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHiiETS 21-n HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSION& RESTRICTIONS SHOWN ON SHEETS 21�23. FIGURES SHOW SUGGESTED, APPROXIMATE HOM LOCATIONS 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI W SPECIFICATIONS. HOLLOW AND GROW -FLLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TOASTM C.IIII. WOOD SHALLBE PRESSURE-TREA Dyl OW SOUTHERN PINE V41TH AN SO OF 0,65. ALUMINUM SHALL BE 0083-T5 AND BE AMINNUM OF.12V "C". a STUDS TO BE A MINIMUM OWE 33 AND.M'THICK (18 GAUGE), STRUCTURAL STEEL TO BE AT BS@12W1T`HICK ALJgjjo AND AW. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERI 0 & 112 ANCHORS INTO WOOD MAY M STEEL, I" 8�a OR 410 B.S. OUCtREIIISED mPIyIMwhA�FIOrpb 114e 'I, No. salos 16 ZORM.. Y "�61NR PE NN FL P.F-# 58705 I MDLQ f� Mullion apacityTabl.pbsne) Opening dthigor,,Uebogy-pana Saw Notions) CrOptining Haight gorhorf ROD, IWO, Win No "Go 120[, Noth lwb 4 x.376 Rectwoeat, INAT'leal. two- RNtwou It" u-pralm, LN-ap Rwdrwwa -ft VaIffflan, Ued, RNWQAA� praft"G. wa.0t. Tl=�N. I -Asuenstaw UNION T=. RNt%.r AhUTub & Mullion i Td 11 Tall I all fill 111 11 1 Td I 42M 170.0 On 17101 05 IMAI 70 V0.01 410 IN.0 AN 110.01 No INA I An 170.01 619 IWO 1 1110 1 INA 1 $21 Into INO IMO $21 17CO 14M Ina at LMO a 11 21 _L_ "1 L 101 Me In am Into No Ina Da IMAJ AN lato I AN "Is InAl No 17U AN AN 1-01 1131 17301 NJ IMOI INA I INA I OUT TM-0 H17 %Me WD - JjO,, - Us, - 17U WD - 161.1 =4 NA 0 AD JOAN I I No 03 INA I NO INA1 NJ 174 17U I Na No ON InAl 1105 in.01 M JR.01 INA 1 INA 1 747 INA, 74-" 170.0 760 - IWO -- late 1"0 -- IN INA 1019 I NUO NO 641, il-20 Into -T 791 IN.0 612 IM.01 ON INA 1 691 170.0 'No 1110 170.0 7. IN 1710 We 170.0 603 NO 637 617 to 0 'M 170.0 all, 137.1 17H 170.0 WI Ina 1799 INA NI been IMO AN 7011 INA IM N7 I IT A ?a --FMO an AN HIT .4 jiio ON J'�Q No 70.5 NU) T. 11.0 late -Tu-2 INA Nsa "a -W&-T late I".0 lon saw InAl ON :70.0 70A 745 170.0 1110 20 IMATOO :70A No 1120 M 1170.0 NO ING 140 INA] 1015 HAD.? NAG 1 INA 190 141.0 IM 110.01 It" I I 17.51 Ila ins JIM last Tm-2 1074 IIV Ask INA, 674 INA 780 1100 It" INA AM 17U ON INVO 1002 INA 1472 170.0 INA I.A 1 14721 INA 1140 12" 1- INA INDI JUI lIn 147A IN A 4N -w_ -_D -L IN t 3 fn '"'a 'IN Im as, NI ties NN Ina Use INA i3o.1 IN.G lot 1.0 I 74a, v.- mil .!,. 7=- Tm -A -1 Na " UN� A 'm - nd., - 1. - -Liu -Lo" -!Is - an -L- 12,5 1- 76 h INA -- L7110 El tell L- No _a 7 149A H INA 1013 12621 JIM 1 IN 0 IN 1112 JIM 12D.? 975 W7 fl" 11&3 ON $16 1041 107.01 qua 74.9 I'M Go.. W5 "A 11" Ut on Ml 051 02,11 an M Nit IMI IIN IND _f? M INA 1124 147.0 ON INA IIN 1=6 047 - IUD Ila 115A NJ loss GIs No I li241 G&5 1 M 02 IIW A AN 11 ".3 NJ 51.9 It24 2 AN 111.5 W . - -W - - M "' Z ! !1'3 a L n3 Me No AN OIA 80 454 m WA ON me W us W a. Ash 0.1 742 - NA - M 742 - 742 - 7742 il 7. .1 -!-- 55.61 W 64-51 On as 742 401 014 37.1 742 We 10 WA - 70 - 30.8 - 50 - 27A - TQ 37�5 ON Neh w W) MA we 12.1 Wal US 121 ET :�E 41A No - 403 I 34 NO VIA No a.1 M w at =G M All 4M 10.5 M 24 .7 4% 05 K5 M 45.0 555 410 use 41 �7i 'GA A A 5 AND -;To- As - N2 471 2115 ADS 31.3 07 24.0 M V.1 07 20A 5% 242 08 -- No a -17- 442 -T- 121", 6 4" 0.4 43 AD 476 39.0 Got 128 475 317 420 MS -W - 3 -R-9 414 41 NO 409 210 475 24.5 404 19.0 476 21.1 as - 103 - 413 - tat? - - 74- 0- 1+41a _14 XW W.7 Us at) NO 21 USA NO NA =7 Ifth NO Caqualt, Table flial We Corm. 35"cou Hommu FJWUW PT� I .. I -w TIVEW --- 11163 ela. VIVEI�. V4' 68 EW INS uIlia.2.1tol DUN,- Unee. N, a- Oce Ulm. 114-M.Umat Annul. UNIOR ApVKua M N. (a.. Go 'D'I N .1 AnoborClIpleafforns V �U' " L r 1 L r r I hal. 3 -w I EmbodomflOall I�v 1 1�4- 1 1� 1-114- IV4 "-"111 1-114. I -Ile r I.Ir 1 1. 1 NOW I WOOD 1 0014 i .'Ah- - . tlW�W- �G fl� as$. Oman ONIN NASA �n - 4 -wa DOOM MAIN I Men, 1 1410'an VV DO : �VA WIN WA ONIM NVA WIN - N/A WON __ w-Paon-a NOW 14WU I WA I IVA WA MAN, MA NA MA WA Imw fln. 2210M 4At0,vsQ7w' low "' "'An WORA IVA NOIn Naft el ann" WIN -1 -w-w 1. 11200a -Tm -ft GAaGhm BY N.N91-13EM OEM i HNI.- L X0 APRA QF "A"A" 0 Fio 010M NO Due NA 11401M %1231fle IUM- notene 4 NIA sl VA �-A WA M.A MA - IVA WA VA WA WA WA --Zft WA NA NA 10- --9F man NO. mea NAGN 441W NA WA 3rl IN -wft- 472 00 -gT"- Now �Dgan Ga. OU, I NOTE- FOR THE OFFSET CLIP. USETHE SAME MCHUR IM I Em ANu muduRVALUESAS THE STAND�D �;P. TABLENOTM 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION FIGURE 1: FIGURE Z' FIGURE 3'. FIGURE4: FIGURES: FIGURES. rrs-i ON LOADING. SEE SHEET$ 24 FOR GENERAL INSTALLATION METHODS- 2) LINEAR INTERPOLATION BETWEEN MUU. UENGTH$ ANDVR OPENING WIDTHS 13 ALLOWABLE DO .1 3) MULLION AND MULLION CLIPS SHOWN ME NOT TO SCALE FOR EXACT DIMENSIONS. SEE IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.. S14MS 21-M. HOLM TO BE DRILLED SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROAMATE HOLE LOMTION& FIGURES: FIGURED: FIGLIRE7: 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI Sol SPECIFICATIONS. HOLLOW AND GROUTT[LLEO CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-91 WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.66. ALUMINUM SHALL BE THICK. STEEL STUDS TO BEA MINIMUM GRADE XIAND MV ew�TSANOBEAMINIMUM OF.125' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125-THICKAND A30 ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL- MO & 012 ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. ANCHORS INTO WOOD MAY BE STEEL. 1" B.S. OR 410 S.S. m .ANCHORCAP.- ,In. 60705 Fl. P.ER 58705 Mulnon Capacity Table Ignif101 Opening VAoth iforyneen*spannin Son" mWNn)orOponInqHaIghtVbrW1L lv�p. ratflOns) Dow Tow WID low low I"M RSO 1'elted-ir- well NOW traotim, Radan'l Tw prm.1 R.Io,w met'DWID I TIDIMUll. R.'es. T.,M%,, fttt 0. "s" Mclaques, Tnemoo, Wage 1.2V x Lood"s loss, Luse, Won, Ixow, Les'l, -aw, Uuwa �Ow, �Ddrj, N -di, 1=ff 286' Alum TuboM.n I Jill I 1 I a 11 111 III 1 all In 0 "S 1 00 170.0 144 IT041 476 Into I M 170.01 ON tTOA M 170.0 Sit IND It's I'll 1 114 1 110 "1 170.01 14M 17SO 1 an IN. M, p- I a IS M.0�705 MO -- 17 0 on MO M Wool M 170.01 M 170.0 1 W MO 1133 IMD all IXO 1215 11.0 "1 logo lug as ITU no no 1 us Into W 170.0 031 �� -iTO� 770-0 1-10 170.0 TO 170.0 INS 110.0 To T;9.2 an W MO .. To 119.3 late Into 70 IN.41 109 Von 1 to BOMIS 17101 747 110.0 Me 612 ITU ON I itis --F-m rT?u T7-&o - Me JOB IS&I 376 ".a 837 jff_ _hl 46, j4Z _ an 170A an 1=3 T Ra %no In. - Mi I �X I IRS into as, 7 IRS no "I 54 b 17101 170.0 IN US 170.0 701 Into Ise� ZOO 70017 Z0.00 1 11581110.01 578 ISDO _jVS 110 10.4 00 In Itse N.0 DID 11.2 159.0 012 gas IM 1410 141.1-1 in 3-- oA ae Tw- ist., No win go 13111 Iftl 11619 1 No jai In, Me as IN, 051 In.3 7 IMI "s at tell -F- "IS ID. an an 0.5 -9-- lot - -W 119A oil '04 tell MA ON 17-10 -2-* Lma- 10- La-1 -12H .20 121.8 "y no 07 112A 761 age OR all IN I -- C�a " '.. too 750 M. 7 T "A To M2 OR N.9 70 107 1 11 50 L ON 11DAI 07 1134.0 1 7M INA OR oes, 4" ON 510 SM nw _ _L_ W _17L j,,, _L W IN3 _n SIX 1152 M 91.0 1 69 10.3 071 0.4 M OIA M 713 M4 "A an "A NO Ila W ±11 N" M1 03 -797 "a La, - NO In TV3 was in OOJ us) "A In Be. 69.5 No No 79 WT wo X21 722 1 M2 I W .9 qj law 10.4 _a L14.1 12 22 0.2 Oil 7111 122 0.3 -io W 0.4 . 7= less N.7 no 05 m 141 M 04.5 W .7 me an it on 9 M3 - IIA 07 31A saw M1 Q� X nin JOIA M I05JI M UA Us 0.0 M x.3 an on 04 '412 _!J M.5 516 n.5 4" no 515 a' On Wal us, 615 02 aR SOLD BIS 67.6 449 47.1 015 615 ".? am US 510 46 Cial no SIB 31 is - -W4 374 =0 1 453 M NJ M 17.0 453 2N MS Dow V.3 453 W M 45Z an 47.1 197 353 453 41 21 age in X4 M X2 03 33A RO 2 71 40 30A 108W ai ago 39.0 an 31A 355 US 318 27.2 so 25A -L- 30 211 35B 0.2 W 212 Me - -25 3W VIA 3N 20 .0 so 159T 3m 1111, at 3341 351 We 44 Mal =1 . Wl - 25.1 - an at M aO I 331 M M Its J38 209 NW 17.6 330 10.1 20 low VJ M I =21 I M as 20 US NO -Tf-D 152 251 15A ZO 18.4 -i's 144 w TUT- I �LC 00 AndicirCemocint Ulgagor 2. A T &IrVCOM;_ A,Xg,,T,p, M EKOUwag. Sir U UM '. TONS taw) Mile FINdemil TWwo Be 00 OIDIAW VVISWA 028-1 a 'Niste, S�Ogg�cptg 51-0 TIrM. LOO, I ur Woo Anch.rCip Pattarm, 2-Vr I V I 2-VZ Siff I V 1 2-Vr 1 ` I `D� i om� M"NOM 4- 14DO I MA. I gST r I. I.Vr I I.IM- 1 141C 1 1-114- 1 141V . two I S"' I wong M. 10 1LbS 461g, wo will an I WW MA WOOD T_ WT_ WA WA Man 1__ JOBS -a we =in total =an -V Milan an" an, I'M" I eagge 'AMU ('e, 141A nY, WA NIA I IVA I N. I A WA �Smw news "B" Mesa a.. G . . . . . . -WA 'Mago -91" 20. 2AnCb01 man -K A .1A NA I IDA utwo NO. NOTE:- FOR THE OFFSET CUP. USE THE GAME ANCHOR PAT I �N ANU FIGUREI: I * 1� FIGURE& FiGURE4'. FIGURES: me ff: I FIGURE2: 1� �1 0 0 ANGLE CLIP MUST BEUSED IN PAIRS. FIGURE 6! ff 070 F-1.25V-1 TABLE NOTES, 1) SEE SHMT I FOR INSTRUCTIONS ON USING TK9 TABLES AND SHEET 25 MR INFORMATION ON LOZING. SEE SHEETS 2.4 FCR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPO�TION BETWEEN MULL LENGTHS AND/OR OPENING ition-tis IS ALLOWABLE 3) MULLION AND MULLION UIPS SHOWN ME NOT TO SCALE. FOR EXACT ONENSIONS. SEE Mw SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN 014 SHEETS 21�23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATION& 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI W1 SPECIFICATIONS. HOLLOW AND -Gfl�-RaM CONCRETE BLOCK UNIT (CMU) SHALL WNFORM TO ASTM C40. WOOD SHALL BE PRUBURE�TREATFD YELLOW SOUTHERN PINE WITH AN SG OF SS& ALUMINUM SML BE T 006JTSMD SEA MINIMUM OF.IW THICK STEEL STUOSTO BFAMNIMUM GW"MD I2VX3.IeWX-VI5`MULUON .046- THICK (16 GAUGE). STRUCTURAL STEEL TO BE AT LMT.12V THICK AND A36- ALL (1-1/4-VI'MULUON) ANCHOM INTO METAL $HAU. EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 910 & 412 AN�ORS LNTO WOOD MAY BE STEEL, J&B &S. OR 410 S.S, i.w, ties, 1262 .iYa,w 112,11,21 1� ,%"Al LYNN 4f, '11, 01 S .. . . ....... ��IONAL- A 10414MILA�. P.E. L FL P.E.M705 I iRtSILL UPS Mile. C.g.ft Table (OW) Opining Width mi, Enao,3 ., Opening He h1Bj1ISGr.wMo0yY.O.1 me laxite rullue) I . Note ne. I.MX3.25 neteeun, 1ndbE MG4,114 So= ne,ne,., uwbi T.SoIe� I.., Iodine Tnj� U." wwvee, .,N Tweep, L.dv Lood, -W=u I I. Te::�. Reelinew, Tingitso. low,.w , Loam lnjnljp� 4e&O X.1110 Wilton IT 11 1 fl 111 1 1 1 11 -UMN IT IT 11 1 111 11 1 11 IT 11 1 11 1 if -'ap 17041 an I LIZ-0. Lual ... 5 1 ITSISSI mi 163.31 IJf8 INO 1 Got 127.71 lite I ME 1 621 fill I lite 170W Mil 00 ilia 17001 Gal a. van 130.41 971 1 1100 1 W Wi Go. I.. I we Go, I Go 'pa. we ill in Im.0 an 7" as 17,01 sw 1"0+2 lion 0, mi I my Ing SESES 131.01 W 151.5 TO 117.2 1, mi 1159.11 M ISELD all 101 610 Sit a an' or 15.3 05 05 16.4 go? IN., GO Le my ' 'Na 'A' no 11.01 "1 1.61 an 1.1 SO lial I No. an "an me ".7 an via IN Ill No 1211 M 1. 01-11 ME wal in I Ga. 11221 M !11 1 ne. 70 117.1 No 0-5 1 IN li�� 6 `3 N1.0 an 714 M In NA Get $ 69J 741 74, t 93, - Ell Ta 0.3 M 4" 740 013 M ;11�1 Go' 1:n! no L K, EST 100.4 ME an 01.41 us "1 .11 1 .1 no ml 71 v 'I. "A IN no 417 Go' no no N2 on lei an a, an An? an -;w at? 5" ".9 017 M3 ing -IL3 4 "a I am On Gill 72.6 194 21 617 UT U' 40 to '.a I 6S, 61 a 'A 3 as 4 .4 Oil di 402 310 Oil W Ell 4. 11 11. 114. 1 �40 !to Gal W 918 510 Me -25 163 919 No 11. 41. all 507 414 30 $11 N. 494 4 lia ea .0 all Sol a 4. T -I.-h .1 4411 01 on PE 1 441 1 57.7 1 1. ..a III a. 11.1 364 141 41l -7&- Me 40 -�3 Q.2 .7 374 . ±L4 lil 405 411 no See 3a, 1 !.3 10 411 Up S2.1 Me 3. no 2EG 141 oil Ei an 6 So IS 42A 132 43.9 no 35.4 In 31.0 - 28) Gal all 32.3 2 EGA im a I W 2 2 N.1 -- 212 -7Z- 17.7 -1- 132 213 M 142 N, 332 an VEG 262 113 EE _311 Sao M "In jan .1 not ME jet ME 2t an; G W1 W 17.3 Wil' IVA 1 0- - ,ff '" on 1 232 job ;Ng On 2LI ma 175 2w Sea .1 15.4 no 10.2 SO T "Ile Ila 2&1 tar 1.9 .5 1" IN too I's no lot $Gi 210 14. in FIE Inn to., - is, -T-2 a ria ITO I's I'll ".31 lay 1 1 1 1 An 0T0zl,0cItVTcbIi)VIS3) FAMMU PTbeea Man �W-20- 5MZ U ULV: I 10108" 4128 5 .=Ied uIng, VVEMIJI on ;F L!5) sione(Ins) AnchorCOpPaUm. 1 �11V m I on, I I- 24V�r am-- ar, 1�1 1 �;, W 2 Ape" 0 4.76- Man. On. I feandid IS poll '�l men � M 'E' Go G, -- MIN 92 n 1 4Aw" @ LIT On. MCI En. .."a ". S 4Rrl F. Room WA WA WA WA VA an ING "I 5w I1NIGN Sen. - - 1 -- 1 1.. 1 So lmw R Miles WING -95y"- vjw� rvA W� I . I n. WA WA WA -ffl -iM --Fill I I MGM .1. ft- Villbe 1 On an I " 1 M I " -[ � I 1� FIGURE 1: 10 11 11 1 FGGURE3: FIGURE4: FIGURES: M FtGURE2'. 0 0 1111 0 ANGLE CLIP MUST BEIME IN PAIRS, FIGURE� TABLE NOTES,. 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR G EENERAL INSTALLATION METHODS. 2) UNIZAR INTERPOLATION BETWEEN MULL LENGTHS ANDVOR OPENING WIDTHS IS AU.OWAISUE 3) MUIULION AND MULLION MIPS SHOWN ME NOT TO SCALE. FOR �01` DIMENSIONS. SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-Z. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATM: CONCRETE SHALL CONFORM TO ADS 301 SPECIFICATIONS. HOLLOW AND GROUT-FILI M CONCRETE BLOCK UNIT (CMU) SHALL CCNFORMI TO ASTM 000. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUDIERN PINE WITH AN SO OF O.W. ALUMINUM SHALL BE 606�TS AND BEA MINIMUM OF.10VTHICK. STEEL 87IMSTOBEAMNSMUMGME33AND .046* THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.126- THICK AND )V18, ALL ANCHORS INTO METAL SHALL E�D AT LEAST 3 SCREW THREADS BEYOND THE MAWRtAL #10 & 412 ANCHORS INTO WOOD MAY BE STEEL� 18-8 S.S. OR 410 S.S. ®RE I ANCHORCAP.- FORMULATE) OBTAIN THEANCHOR 'REQUIRED' CORRESPONDING MAN RESSUREREQUIREMENTFORTHE WHEN IT IS LOWERTHAN THE MULLION '(FROM THE TABLE) OFTHE SIE-EECTED IT WILL YIELDAMINIMUM ANCHOR 'WHICH MAY BE USED TO QUALIFY AL ANCHOR OPTIONS MOM THE UVX3.2VX.lW MULLION TAT.A� '40N 1-� FL P.E.0 58705 I At$l-ft IVA Mal. C.P.dIV T.bla P.Ris) Opening %ndfis mWoon crOpmIng He ht(krIg,4zOfM"NSEA misfort) Uh me, Tom we SAW loob Seen 140M mob 11111"Wo TrmMiW. R.1J.1 Npffhn. RadmpW TtaTft�. Is"w'gete 71-pa"O' Irs"Imm 'T&U. T=' I RW�W I TrIpirbsn RW-,NIdl I T=:'n. TrwTdttO- WdhV IAgfm W.dit, ustB,' uwb, Atft ia�' Load, Insets Lwft Ls. X.924 'Mm win ell el mulflon k Ili f Q I i Wfl A I 1 8 9 1 11 ' I H 'S 4.2 a Am 117 a Q a a a 4n, Mel Soo 110.01 Sas InA 1 ?.4 me 478 ITOA I Me Inal ficto 1, 0 L- L, 619 170.0 1115 1110 621 ITOA I UO Iff" I Ul L".. !'wm.4-m l.-as ELI !!,;.21 "so I '1700 407 708 'Be IMA 1 624 ino I no Ino see 170.01 w 170.01 BID k7lu -A 170.0 - Us im.0 INS TIMM 6" list 1,17 IICA m s-'O�fi �110' U." mA no LM-.O " I 747 Ing 1 in Me I Us Ing 631 Me I IN, no, M Ing lit$ 1701 US 1710 INS 1704 747 110.0 14U ties - 7" MB I'm IMA -mm 1523 1877 ITOA 'As To L .0 JIBA in 170.01 612 ITAB 1 951 Into 691 MAI its ties 764 Imb nis I"M An I LOA 143`1 LID * L"-o - Tm MA TI-13- - -T- 1 4 1719 'no Us 134.1 in. less at Inj 11769 ImA I An 03. UOA us 1 170.01 " 17041100 1704 far INA I USA im Its MQ 1417 WIG Net 161.1 1611 In's -T on 149.0 . 1611 INA 103 10.0 isit ITOA Tm lots 1811 1700 063 so., tell voA IBM 7- gre -im- not 1 1116 noo, so me 1 134 170.0 ims 1370 no. lots In". Im IT" ion asS 13M 164.0 IBM I A 1370 1-9 IOU "A 1170 IMI %a 111 1310 103 lam mi. nOA See See 1 rise no 1710 1169 M0 1 103 1061 1240 - vcA Two IN21 UO INA I ID13 1121.1 L20 LO.1 ON M_ 01-1 L -74-u-7 M 1310 L 0.6 1245 [=4 M 774 INI USA Us Ti I lug Int on "m 167.0 INS I MA III I A 1940 IM 1 50 112.91100 13LI 915 111$ Ifin 119.11 80 1632 INS 101.7 045 U.9 Me 1021 Me US INS MI - 0 - N, -I.M., 912 820 .. 1 INS 91.1 m ': I In 11.1 1-0 -TI4 941 -jul 751 $11 941 its irl I- no in 44, .1 111 Us ,,, - Pl.'%'] 'Us Iz 241 I !R' E - - - - - - Ur To 41.3 ON 0.1 No is'" is 132.0 110.0 04 U: 943 SO I IS 91 .1 §4 iN I :E NJ 74 0.0 ON "I mi 66W .. .7 is, i-, -wT w, 77 -ET, 7w%- 1, -;Tl 749 See 6;A Oil 75, 7W 717- 5-71 See IN 47.7 511 62.9 fig 43.0 In 113 mi Us sit Or 4LI 391 13 at 67, 313 in -WIT 710 in 72.6 527 19.0 690 BIA SIB 0.6 SM Its 06 u.3 IN 416 02 391 AS 36.4 Bee 4. .' See - 7 MY . , 1 a 29 A 4" -in 06 353 M -;LI T" 270 _690 6 4 A ir, am ser 40 is 7. team 417 ASS NJ 41A 465 OR go �=- 71-5 An "A illit 5.5 41 40.1 400 302 01 39.3 30 n? mi SAM US I., In Mi. U3 In 36, 344 3u No 31.0 US 21.1 3711 I 27.7 -37-1 j ]E:p B" IF, 3 32, U,, We US Mi 15.1 In 16.1 _n 212 NO 17A 262 ITA 231 IBM FIGUREl: 10 �1 FIGURE& FIGURE 4�. FIGURE 6: WIVE'. ..Mo.. S.E.. SSE uft�. lf� 20=�10 1, 2-1/7 V 1 .1 -es' FIGURET, 11 �1 0 01 ANGLE CLIP MUST REUSED IN PARS. FIGURE 6: TABLE NOTES 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENE� INSTALLATION METHOM 2) LINEXt INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR MCTOH�SIONS- SHE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMEHIBIONAL RESTAICTiONS SHOWN ON SHEETS 21-21 FIGURES SHOW SUGGESTED. ApPROX(MATE HOUE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT.FILLED CONCRETE BLOCK UNIT (DIAL) SHALL CONFORM To ASTM G-90. WOOD SHALL BE PRESSURE -TREATED YaLOW SOUTHERN IN WITHANSGOF0.56-ALUNINUMSHALLBE 606145 AND BEA MINIMUM OF.I0W THICK. STEEL STUDS TO BEA MNIMUM GMDE33AND .M'THICK (IS GAUGE). STRUCTURAL STEEL TO BEAT LEASTAW THICKAND ANLALL ANCHORS INTO MUAL SHALL D(TEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 5 #12 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S. OR 410 S.S. TO r.1151111. m. I top I " film, 11; 12VX32WXA� MUULIOR A. Na. 36765 P.E. hounion 0apodly TOM QMIN) C"nong Vidal qorvBfflMI�spOMkQrgt,&Ua).rOpInItg fa h MI. Tob " I, No No, lit loago M60al) nob JOB, 106 126x3,04 111nial. RW.VA a pad., U.0 - I R...QW lam"I T-9dM U." RILI.�I. JI T.'gdan, Mcno I Ja M=g RLd NOW �:.Qa N. b" TIWT�' LQ,&, R.d.au,ca I U'd, TapTiNg, today pIagnar U., M,aw" Luch, 624 Alum.11lbe 1, '; i il 71a 'I i & Mv fie i I �& . I 1 !t 4 a I a N a is It 11h 44 u h 4 h a 11 19 a 4& v a f, 4.1 e ,I is 4 - . Nf a& 8 �?, ; ; e- f 12 to 11141 ag 111" 435 val 744 ITID In on Ink ON ina as cal go InD Big Ina it's IMI IS Bill 1210 IMI 91 1704 un 110.1 111 "all 17351170.0 "1 Ime law 170.0 at 401a 110,01 70 1 VIA SH "o. ago ,,.a ON 17c. Ma 170.01 630 ina Jim 170.01 "1 1701 1276 ".a 61, INA 1411 Ina to 'a 170.0 Ing 110.01 to 170,01 INS 11710 00 MA 2.7 i1cl) MY guago, Ina 1 141 1 Ina M Ina 0, Ina at 170A two t7u 1 "A 170.0 it" 110.0 no 110.0 J10,T14% 1700 In Ina tat J70.01 79 tnA 1 2192 IRA 756 110.0 23H 110a TO Hit 170.01 Too I Ina 612 INA 95S Ing 691 170.01 ms IMA 1 164 1704 1276 ITDA Ma 1704 1434 1160 937 170-01 16M 1100 1% "No 1 R. ... _2 .. "' No "*a B"' '"o 21 Lo -1 -LIM V-10 -T.- 170.11 to 1170.0 101 Jag low IND 79, 170.0 ING 17001 OTS 110.0 1411 170.91 No 1170A Iwo I 7D.0 wo nzi ani Ing 1.3 T21 To 0 103 148.3 2to 12" 1083 - 120.9 21M 170.0 law ,in Mgj I In.a. Too IMO 17� at IMA Itc, 110.01 No IMO 1411 I?Oh 10% VIA 1673 1104 Wn .a IND VIA 1122 Is, no M017to 1345 an 1704 MI 1111 2060 ".a 1171 "t, Ing '1. 17081 169 ima 1 1169 11001 go, inc 13% 1700 1 1002 Ina tag Inc IQ% In, IM3 IM, JIM 170.0 IUD IND 1210 100 INA 170.01 S216 U2,61 194 170.01 12H 101.21 too I ino 1 BOB 121. 1101 law InD Big in* ins into I to l"D 14" 170.0 112, I"Q 17M In, IM 154.1 no 110.0 J315 MY 17M tool '.'a 018 1114 VU IMl 1364 "A W4 1504 13U Ky ITA i:.211 :719, ra� 1".. I'D2 Ink .1 "..a JUB no 1. A 1. 1 IMO JNO IIIA 11. lal 12ft 111.1 IMS lot' 2- 'I- W- 15% '4" Jag, a, am MY 111 .2 law 'ID3 ilts TY, 'M .. I ... .. . .. Into I I 111, I.a Rw 111.3 . 1. Un .41 1221 fill 1477 1191 1206 10.1 14" 1216 1191 Ma 114U 116.0 I'D 77.9 On lial 1160 W %171 lN3 I'M EJ,77 I- :�2 It" 110 _Llal 1231 00 loll IIID loy, 151 (Q)A 1110 TOO ilia 11.6 in 71.1 1 - 1.1 11 -L. ! UN III a% NO tin HIS all 44,4 1110 U.7 010 ililil lwiolii 974 976 JOLD IN 03.6 V6 .33 NO Y12 975 736 an 66.0 916 11.2 617 om ILI", IN I No I 61A lot 41.8 M 62A In NO WS 41.3 761 Oil NA wo M "I MY oil III III N.3 974 51A U.3 M 497 R 410 05 wo IF, Z' 7 "A 771 3" 01 MLI NO 22 I 5.7 -5T -TT-3 -m ..1 730 -9-0 EN ".I ?A wa No 41.3 _L11 1 414 01 42.1 n I 45A on on 41.1 614 31.6 1 730 1 301 00 V& IM 311 09 1'.? M j_YgA Col. GIA MY OLD M 612 6M 6. BID ON 40 .2 ITI IF T7 1 1 2 No 3" no 353 MY ac 824 32.2 at 1E. FT-1 MY I III IIA ag 21. 60. W "A 1411, _LRD U.? _!I 43) 4NI 20.9 433 M, RG 241 433 2u 300 TIT 4 al 3H --1 .1 1 go opacity Tabla (11") HCODOMU I M11I I "VAN I mad I Vl,ayo. 4128tod M2 Stool AnohorClip Rate,.. v1vM.tYM,. VIEk.kMaturt Afftw000l I Uflac. AMAam UlattiVO)I&ANMI 5'. OX) I LIE V, 1�� 10_ V 2 7 7 oloor I TV '7'. 1 L 've I 1-yr -;I.". ar I io, I MON Dow = woub, 7401M I'M WN Dow N N 442 L. III WA WA NA I WA Now Us , 1120 4"MOTMOILIMA 1 1 IN, NIA M. 70. -NIA wain I law" 02" Mft 21-d' I'm 4AAaDa@ou*u40 A NIA WA -Tr? WA WA WA WA 1257 tion low, a. 1 1711b, NOW W- =. 473 a imm 221 M BID AD 2 A� ncs 0 AA& NO AIR ma i ow. .1 1 I . . WA IDA Ulm 4421a Dow" FIGURE 1: FIGURE 2' FIGURE 3: ANGLE CUP MUST BE USED IN PAIRS. FIGURE 4. FIGURE 6; Nee FIGUREO; TABLE NOTES 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES ADID SHEET 25 FOR NFORMATIM ON LOADING. SEE BREUS 2-4 FOR GENERAL INSTALLATION METHODS, 2) LINEAR INTERPOLATION BETWEEN MUU- LENGTH$ ANDJOR OPENING WIDTHS IS �OWMLE. 3) MULLION AND MULLION MIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-21 FIGURES SHOW SUGGESTED. APPROXMI HOLiE LOCATIONS. 4) SUBSTRATES:' CONCRETE SH� CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND GROLrr-FIUM CONCRETE MOCK UNIT (MU) SHALL OONFORM To ASTM GO. WOOD SHALL BE PRESSURE.TREArED YELLOW SOUTHERN PINE WITH AN SG OF 025, ALUMINUM SHALL BE 6083-T6 AND BE A MINIMUM OFADV THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .OW THICK (16 GAUGE). STRUCTURAL STEEL To BE AT �T.12T THICK AND ". ALL ANCHOR$ INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & 612 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S, OR 410 B.S. FORMULATO mr/m/l/Noo), IN j 1.26'X3.94'X.624- MUU-LON EOz Rx P.E. pIr 2x4x25 waft I ..om I Al.m.Tub� mulft, i I 111 1111,101 .... 1-1-i - I .. ... I - I I . -- . . — . — I I .�. a. I I.. NO 1".0 i32j _170.D 44 9.1 'fla Imo ; _11_ 14_ Q 4 is 61.4 IM n2 N3 M7 0 WN MA I=Q 1514 INS in 9 1 I27A im st.0 I= ox Tm m _L_ _!L _ 7 10 na an -5 L:IM' 41A 710 Haab 103.6 971 INA UT W.3 071 ll.. w "I m K, 015 411 Wil -91 7 _;I_ _;I_ 769 1 010 402 742 2R@ 019 Wt 732 III h NA 9 WA m 79.5 to S, 74 19 N! Z -T-7 -7m- -;,-A -iFm-- UA m no 7 JA I = M 23A 631 Iml, 75A " 756 Ms M9 IN 47.2 M j77 40.5 474 -�8-2 SZ' IGX 464 RA M8 17.2 455 is.? W 37.0 HIS 3il W 31.0 4" 0.3 W 2U U5 242 w 02 li a I H4M 43.7 W -4WI -4z"- -w .0 E 12B rCa acl a We) ha�wu Priam 1`6 WIV DN ur as Et. mer ft. 7, m Ea. mw M2 :1 VIM.W.. vrm.ua. N S'. Maii0rCTppattaMfi ov, I BBa Da. IV I-2-10 1 1 �VZ �RN �if, ZNF i4a, 11- .1 1. I" 4aaa 60" I imm Iaa Im1b, I=. im" NIA m1la .1. m" mm Imm Imm UN- N44. wo N 7rz la �fta —WA mlw Imu MA WA NA WA NIA III WA WA WA ---KA 11A WA W. A �.A A A WX m mm, 37014% 315ft 7431W 1 71�10 — --F— WA 2W" N No). Wits =—WA 4Q- aNlaa Zvmiw 4um- Iga la It, WA NOl-E:FOKTK5OPF5EI ULIF,UbtIM��MAN�NUM�mie�n��vu��numv�� CIRCLEDVALUM ARE USED IN THE E)(AMPLEON bMftl Zq- FIGURE i: FIGUREZ FIGURE 3'. 0 FIGURE4: TABLENMES: FM n 11 SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS � FOR GENERAL INSTALLATION METHODS. FIGURE &. FIGURE S'. 2) LINEAR INTERPOLATION BETWEEN MULL LENGT�S ANDPOR OPENING WIDTH$ IS ALLOWABLE. CUPS SHOWN ARE NOT TO SCALE. FOR EXAM DIMENSIONS, SEE SHEEM 21.2& HOLES TO BE DRI� IN F 3) MULLION AND MULLION THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED. APPROXMAM HOLE LOCATIONS, FIGUR97: FIGURES: FIGURES: FIGURE10; ANGLE CUP 4) SUBSTRATES�, CONCRETE SHALL CONFORM TO ACI 301 SPECIFiCATION8.14OLLOWAND GROUT41U-ED CONCRETE BLOM UNIT WOOD SHALL BE PRESSURE�TREATEJD YELLOW SOUTHERN PINEWITHAN BG OF 0 0. It] [E (FIGURESM6) MUST BE USED IN PARS. (CMU) SHALL CONFORM TO ASTM �90. ALUMINUM $HALL BE 6003-TS AND BEA MINIMUM OF.126- THICK. STEEL STUDS TO BEA MINIMUM GRADE MANDRO-THICK00 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.12Y THICK AND ASS. ALL ANCHORS INTO METAL SHALL EKrEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 &#12 ANCHORS INTOWOOD MAYBE STEEL. 18-9 S,S. OR 410 S.S. rxex.2vmUI.UON 41 140,5010f) a jo, OF F, A. LY MW 'Ft, P.E. apa"Ing th (for wrgw%&spgrdrg muForts)or0paning HeIght (fortodsontaPY-Sits III wIn i"th i4o b 11101, 2x$x25 R k"% W&P ftun;,'. I L..,. wwnl� wa., R� I L�, T.p"am,. L.,fn, - R-.VW W.%Vm vnnni Rn`nW Lo ft R.W". U.*9 wam L.bg L.Ind L.nRV mpmf� wdm XumTub - MuUf.n I " 11111 jjjjjIjj 111 11 11 1111111 1 11 il 11 8 11 11 11 "' I all ill I III` I I Uh ffs.0 I ON 117UI 43 INA 1 7" 17�O 1 M 17MO I W 117MO W 17U I Its 11704 619 17101 1116 IBAI mi 17041 12401 INA I In "a -1,110-Now" 170.0 Ins INA 621 70.0 :70.0 '"o mi 45In 1170.0 1 70 1 J70.01 M INA 1 850 170.01 W on 1 L70A M 110.01 lin 1170.0 RU INA 1 U75 INA OR INA 1417 170.0 M IF10+0101+1111-11""', INA im INA W m INA No W.Min INA 747 170A 513 INA m ins III �mqj NLO iW 17U 94 IM0 110 1 INA 7M INA IM INA 747 1 14" INA IN INA %N3 INA I IN 170012M INA IN INA 2201 MIA NO Mh IRA 707 INA 012 IND m INA 901 INA its 170 1" 0 121511112n.0 8 INA t49 DO. P7 NA ON on 179.0 m ING m 2! !N' !-E 170.0 U10 1700 �2'001 J4171170.01 01 ON INA 159 170.0 M INA 1171 On 117UI M J".0 745 INA 13M INA _G40 INA IM INA HIS ins Im MA IGN 170.0 ins In � 170,0 074 IN.. IN INA 110 1704 M MIA 13N JIMO I= 72 .. 17U I.. I= ". "so "... INA 1.1 Ind Im INA INA VAR I im INA 1". 1488 Is" INU) INA 11 I 786 17U U51 N. 17" mi �IIIO IND 11511 Mil wh INA INS In.. 11 10h 17" INA IN. 0 14M LEE INA! IND 170A m 170.0 111111 ISIA Val 170.0 mi 1".3 Val 161.9 Vett �m 140A �! MIN tD5.9 27811 Imo In% ILI V61 Hu ZIN 111in I INA I Isms 1170.01 14H 11".0 1 Im I INA 1700 ;2. 1 1 :2. 1 IRA 1202111700 1 2149 1 151.91 = I fW I =5 I INA M IRA ""IS 113A BL41 21M 1 97A 1 M321 lint I .'. I .. an 1 me.31 m 20 1 W 01 L' 15U 1. 1 1. 141.41 1W P.1 I I!2St IV21 L-j mel no II&I lots 09.8 ]onz I Tr2 .1 'm I .7h M521 GIA I H*t �!Itn 11!2MIEW .1 1101 �4 43 11 1Z 1- -011� 1 as -1 1- oil UIR 1 ".2 ISH 60.7 1 I= I KS I IM ".3 113" 1 no Its, NT 12H Ili IM WA 13M 1 A.7 IM 14&2 TABLE13B An, C8p..IIYT.bttUjNI I I fhAnIw �.l - Rimm" pTWn4 i vrfia� plas 1128Nd 0120W M. wtvEw� ftnm-p� U.w) 5'.(m) AnahotCUPPAUMS " "r 2-17 n" Esi, �-mi I E� &H I.-.1 1B.1 F6 L1.4 rut. 1.114- 1.111- 1174 ? 4WsA 3 4" MM mim I -gs- Its 70. IN I iw - w1w v- --BiO 6�01.7 11101to -I- 14M Its CHOW 15116 ft A WA s1w WA N WM WA A VA VA NIA NIA to -OF.- ITI -a.- M -1115-� 4"� I.. 7NIN W" 15631W U10ft,, WA W U -T- 745th MSW IffitIft -F- -- - 0�"11112-wl imim 1XDft 31"Im m �2 WA W MIN 14H N 11140" NNI� I. ins. -zcuw- VOM -zww- 290M -axoFft- o.Q1mN5Mft`G1p"FI9.7x isam ilml- Ism too U V 37M. -- WA WA I=. W NA J2W(MM. Wito -WA VA W NA W4 _ WA -WA -WA -TM-� WA wh A WA -WA -NA -A WA WA WA WA WA VA _A -WA WA WA WA -WA -.A 4tA WA -T- A 'A WA WA 20 AS awtv 4m. amm -TO-15ft --60- Ra 1741W OWU . Its W 3jj ft 21. --&Wft MOM RIM 'Ns. 1MM WA -WA 4.. 410 VA X so NA WA A NOTE! FOR THE OFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THESTANDARD CLIP. ,DP_,X f), ANCHOR CAP.- N _t USETHISFORMULATOOBTAINTHE-ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT MR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MIN HUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE -2.000'� .2w 1 FIGURE 1: FIGURE2: FIGURE 3: FIGURE 4: FIGURE & FIGURE a FIGURE IV. FIGURE 1 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOu%DINO. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MUM LENGTHS MO/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 21�22. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURES: FIGURE 6: FIGURET. ANGLE SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. CUP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI MI SPECIFICATION& HOLLOW AND GROUT -FILLED (FIGURES CONCRETE BLOCK UNIT (CMU) SHALL CONFORM To ASTM C�90. WOOD SHALL BE PRESSURR-TREATED 5-7) YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE N�TS AND BEAMNIMUM OF.12T MUSTBE THICK STEEL STUDS TO SEA MINIMUM GRADE MAND.045- THICK (18 GAUGE). STRUCrURAL STEEL TO USED IN PAIRS BEAT LEAST.12T THICK ANDAW. AM ANCHORS INTO METAL SHALL EXTEND ATLEAST3 SCREW 2'X0'X 25' F] I THREADS BEYOND ME MATERIAL #10 6 612 ANCHORS INTO WOOD MAYBE STEEL, 18-6 S.S. OR410 S.S. MUU16N 111 * ;� N'.E8105 FL P.E.# mchorcuppfiftm. 112SWI I 6128t.1 11,1191.111t.. VIVEk.0 I SIRP51 .ANCHOR CAP THE -ANCHOR THE TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. FIM 2) LINEAR INTERPOLATION BETWEEN MULL LSNGTHS ANWOR OPENING WIDTHS IS ALLOWABLE A= FIGUREl: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TOSCALE. FOR EXACT DIMEjqSIONS, SEE SHEETS 21-23. B�lm HOUESTOBEDRILUED INTKEFI�FOLLOMNGDIMMSION�RESTRIOnONSS�MONSKM821� 2.116. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. -125' VNN ANGLE CUP MUST BE USED IN PAM 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AM WI SPECIFICATIONS. HOLLOW AND GROUT -FILLED To ASTM C-90. WOOD SHALL BE PRESSURE -TREATED 41 CONCRETE BLOCK UNIT (CMU) SHALL CONFORM Y ELLOW SOUTHERN PINE WITH AN 50 OF O.M. ALUMINUM SHALL BE W�TS AND BE A MINIMUM OFAW v THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND.04V THICK (16 cAUGE). STRUCTURAL STEELTO BEAT I26-X2,Il-X.I2 MtILLION 56705 LEAST.125'THICK AND A30. ALLANCHORS INTO METAL SHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND (INTEGMLFLN LON) THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 1"&a OR410 S4. TABLE16A M.Iffion Coattitt, T.1,18 (DISMISS Oponingliodth (far orropenina HsIght(W[Ild ISM tt wb RN.Oft, 71-PIM" Wh TOM ""o". Tv.,mai, Nob, Lma,sl, SO RiNNOM' �wm, Lisim, I.NWIT ir �ploiw wit, two, �w Polito ... DERLAL BAYMULL i L p I IT, II, 421, ob juitill 2;�j Sort il lot I Nb h To h 78 1, ISM 001, illo �,LOO 1 I iloA 1!7!0.!0 117041 114U it" 72.1 ORS 70 141 I m SIT US 7w ISM 170.0 into 71.11 �T 17.01 1710 I IMO 1147.01 Il.'I lso SYS ITS 661 Sri Tof N! I Too 784 NO 07 170D 1 �17:��. in a IN 49 ----------- 6 70 IT-- ON 7.1 all 1 u's -7- 1-�' we 1 l- 17" IT" WMO on ills 2ttt iob 7 A 170.0 61 01 . 3 ON I" No SIT M I IT, W I".00:pirfor, IMA 10.1 13l.41 114.31 .0 74.0 w oj 27.1 MIJ virs, 12181 IIN INS So M Nor m 4M SIT �,"o I Imil Two I 1114,01 133.11 1 %.0 18301 77.1 49 MQ VG mm on go Vf4 ON 652 a] 475 421 MY ao 170.0 100,41 101.0 M2 MJ, 01.5 4M 33.0 2=130 Im INS ISM !M1 1 No 1 ON IN M ON ON 495 Sol Into ITAO 1170.0 1 Ut I MIA M TOO Its 0.4 SLI 24.9 fin 747 ill? I M 1 712 SIT 012 No 411, 3M RTO iM,2 103 10.0 BS.I SIA "A NO INS 311.1 297 W MY 1443 1353 1215 lim '-- M To 10 m 495 aT 1710 IMO VtO MI tult 'Ito NiLl MY MY NO W ON 70 8" M4 SM No TOO No ON No W -71- IM,2 j,,, liti OIA VA TOO SILT 41.0 40.2 30.0 20 W -;&-- 18U IS, ISM 1210 SAN No ON TOO 70 M 4% 70-1 170,0 1104 1700 1 ., 1 MY INA 65.1 9.4 SOLT =1 - Fal- W M lot 013 ITT NI m M No 452 40 "it YMQ IV-S . 111.3 IM.1 no ..' 42.0 19.5 211A 21.2 1730 ISM 1031 I= 12141 to IWO M 4" Sol 170.0 US 0 ITOO I I V101 tOO.1 33.3 MO -77-0 621 ON ?So Sol I Oil SI 8 4o 3" W UPS 11421 IMAJ Q02 1 65.7 5-7.1 o., 37A m Ito - I 1740 ISM I IM IMI 1210 - lim IM ON TOO 750 ON; NO - ITAO ITOO IM 17" li&I 10&2 il,i 61.6 me - MY No IN 061 -13 NO 010 No SIT ON SM - �-,O 70 133.0 ON 24A NO 23.3 320 214 STO =1 Otto in 3711 20.2 2 r So 0 18.1 US --T-EA I look, 0 $17 2110 Mt 19.0 317 VMS Me Ito Ito Sir 317 17.9 Or - - - - - - - - - - - - - _T"m - - - - - - - - - - - - LE 165 3.5k I �wu FIT 'A,laaw llr&rEloo 510trill 812SI. 912SWO UT,N. I Ileft.lMN. WIS.-m;m! M. Awitw S. I05;&wrwmN Oi.psl AnobarCUpPlifforme 24 ao� I u.m- 1 I.W IN lit I I ?mm VON 341ft 4421M 001M. No. I 74911w WIN loot. MN m1w IMIN t, IT, !"� SOV, ..I ..Mli � �.. .1 1- FIGURE 1: F-] F --1 FIGUREEZ' F -1 F 7- FIGURE 3.- I;--. ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING SEE SHEETS 2-4 FOR G ENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULUON CLIPS SHOWN ME NOT TO SCALE FOR EXACT DIMENSIONS. SEE SHEETS 21�1. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21�3. FIGURES SHOW BUGG MTED, APPROXIMATE HOUSE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATION& HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C4D. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.56. ALUMINUM SHALL BE 606346AND BEA MINIMUM OF,125- THICK. STEEL 6TUDS TO BEA MINIMUM GRADE 33 MD.045- THICK (10 MUSE). STRUCTURAL STEEL TO BEAT LEAST.12V THICK AND ASS. ALL ANCHORS INTO METAL SHAILL EXREND AT UEAST3 SCREWTHREADS BEYOND THE MATERIAL. #10 S, #12 ANCHORS INTO MOD MAY BEEITEEL, IM SIG. OR410 S.S. USE THIS N. MY MULLION v",,. ."8:105 FL PXA 68705 I �Lt IDA MuIROn Caplohy"Tablo Ubehl?l openIng �(forWrIMITSporain mb, M�florm) Or Op a nIrk a H a Ight 0 1A I ffor hhVI JOW4" ardocurs) Be he AD t, Tale I ta 120k, 1401C Mete 316-45 Raol.apAer I LA" Ir."Deg. lAedv W.'� I.-Cd`Q T,-Kdw RuterW W-7 I."". -De pl-wagdo On IwKeea. loaft R.Apgaw Aft Tmpff`�AA I uad NO ROMWmr I �ftp Tapnav Loaft �lew. IAC& 9 IftelarTIM. Uwq Aeatemol., I �g Treplihu,I Loaft Rectonwk, I U"v TICARA a. �Aq DEMAL BAYMULL 11 1 INA 1 7" IMA 1 473 IM0 M 117041 AN 170A I an JN0I Big 170.01 1116 17U 521 170.01 INC "A :70,0 5z INC 1 0 14M IND al 17,01 JIM 170.0 1 Ml I tM31 16711 INC I fiel A NA 9V '170A 1 ON 170.0111" IM-01 Bar ITAR 'TOO IV' ON 170A ACT 170411417 ON "17 15171 f637 IND NO Q3ILmT �AA " NITIA AM I"A In? 170.0 No ON Me Ink Im MAI m IND I it" '10 3 Ink IUD IUD 77177Z T- To NO 1 14N Ink 70 147.11159 INA IN 11552 IN 11.1 INC 170.0 79 nZ., zmwo ILI rll-lul-'�al 170.01 AN 'TOO I "I VO.0 Me IND M4 Ink I IV$ IMM Ino 14M I Eli INA - STT - 155,21 IM Ink ON 0 IM 14M 170.0 91 110.8114% ITAMI Ni 67A 14M INC, AN Tm 17" 11 1 111 IND I W63 17MO I TV 17U INC INC I NO 151.1 1 INC IMO W a, 13g.7 I. IM, 1704 MAI in? I IND IUD ON INA 13M 151.1 an as . TWA 167.1 on LoA INC INI an 1 zzkol INA 1 745 IND 1 1110 IMRI AM IOZO I 20 170.01 NO 14U I JUT HNSI On 120.7 1120 IUD AND I 14.0 1247 t"s 99 M IM IM AN SIA TUT 135.7 AN 71Z 1W 135.7 are -W3- F -wh I INRI 974 MAI MR Imol lllg '"Al m 148.4 11" T", - AN 1".91 LIM 147.01 045 10A 11100 083 (AND 10.011100 nAl 014 M IIN 119.3 IN 742 130 1 im t7o- -loT Tim ne-i mai an Im.7 lom ImA an IIIA late 127a I W INC _ I IND m.? I Iwo ToU wu Me "'o U - 3 a" IL Me .' um-0 $7.0 w-1. 7.7 ',a 1410 IN 114.5 Me 122.0 715 91.1 Me 107.1 701 He I AN 902 1 749 M3 FOOD -W2 "a Car W 513 -W-4 N, -w 57.3 -5io AN --om Nj 718 - 4.1 AN 71.2 710 UA ON M. a "a a NO 127.1 1 IMS -7S4 �054 ail NN O�b eWl Me VIC TIA 1 801 a" 713 MA Ml CIA TAT MAI Col Wil 1 01 - 45.4 Ml 04A 673 32-7 Car OXY ON DOM W.7 M KA 674 UR Me 7ZI W 69.1 NO IRA W 51.7 M El 4MO AM MR ON 41A ft 47.0 AN 34A W VA -9 wh M IDA -70.1 me Me Me ft, 4M 48.7 W - 51A 701 - 0 L" I. "1 F", 371 Me 41A AN new 47x ot -Zs'.'o To 5� 7w Mg 02 30 U2 440 9.1 -,:w3 :a '17 P.7 a A "A m 11 illb 0.1 na W -'F- aS 7i�S DID 1371 NO 31A Are 32.0 VR Are 44 r. -.1 21A 281�2 I IMAC MR W -jjZ ma 29A IN 242 334 25.6 Wl 21.1 ITS 354 IL? NO 144le 202 20 - = =. = 2-3 " I - AnaharCoDacaty7ablollbol WIT M' CI CBS WORM. 41084,0 S,28lw 112S NIVEOU... 1/4��. DAO�W thftoI AWaGg. ft.PS) Somwna�I ..(W) AnchorCUPPAIMM. aw Mw dlw NL I 14IT 14AT iMR.! i MEN i Z.-I.A. i 801w I I"' I -- 1 -2- 1 WA lmlC WA Imm 027me '1204� WN FIGURE 1: F. I F.-I FIGURE2: F--] 17-- FIGURE3; ANGLE �UP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLENWES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION CN UDADINa SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR WTERnLATION BETWEEN MULL LENGTHS MDIOR OFENNG WIDTHS IS ALLOWAB� 3) MULLION AND MULLION CUP$ SHOWN ME NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEET$ 21-23. HOLM TO BE DRILLM IN THE MEW FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-M FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES. CONCRETE SHALL WNFORM TO ACMI SPECIFICATIONS. MLLOW AND GROUT-Fl� CONCRETE BUDCK UNFf (CMU) SHALL CONFOSM TO ASTM C-90. WOOD SHALL BE PRESSURIt-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE GN3.TS AND BE A MINIMUM OF.125' THIM STEEL STUDS TO BE A MINIMUM OWE 33 AND.OW THICK (18 GAUGE�. STRUCTURAL STEEL TO BEAT L�STA26' THICK AND AM. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW TIAREAM BEYOND THE MATERIAL. #10 & 012 ANCHORS INTO WOOD MAY BE STE&. I" S.S. OR 410 SS. .ANCHOR *:: 140. �'8'03 A. LYf FIL T- STANDARDICUP Z000. emm-TOALUM. "ECYTON ............. 1217 ................... CUTHERETO .376, 112V CMATEF�CLIP.SEE MIN. F-DETALF.S�IET4 .37V MIN. STANDARD CUP II�TGAUUK /1w,R OFMCHOR HOLE MUST LIE TOPMEW .375' .37W MIN. MIN. Ir--- ----------- D OFFSETCUP 1251 TOPVIEW .12Y v 50- .376' . - U 17", -T VX2.7I5-X.37VMUUJON 110�76mm. X�SEGTJON J-1 �-.125' U-CLIP �TGN.Um kSECTION A21VT J.74,0' n MIN. U CLIP ITWS.Te ALUM. TOPMEW N� IT TIOTE. 'T OLEMUSTUE .,7 U' HINT.E.7HED BOUNDARY.SSE SKEETSE-17FORTHE ANCHOROO DISTANCE iWMW ANCKORHOUE DIAMETEMANCHOR DIME71MR-11W. TABLE 13 1-X2.7WX.6JZ0 21-1-ION 606�TII X�ECTION --11--.129 LLMANGLEM(P M�Taaum 1 , X4ECT104 t 125- .375- MIN. '7 --------------- j=110FANCHORTIOMMUSTLIEWITHIN71412 . . BOUND�.SEESKEJE7`S�VPORTKE ANCHOR D.C. DISTANCE MIUCMUMANCROR HOLE OMETER:ANCHORDIMETER. VIV. Mull Dimonsion (sbeetg) PGTPartO I Mullion Std. Clip OffwtCllp 1.1411p AngtO CIIPI f Xr X.12S' (5) 65605 666113M 6861ilOM SM243M 6685ilM 1- XV X.37W (6) 668M 666114M 6661119M ON244M 66SS12M • XZ76- X.376' (7) GWI 688115M 666i12OM SM245M 666513M • X2.76' X.SW (8) OM 6W1i6M 6661121M 666246M 666614M • X3.125- X.500' (9) 6BQ7M 6661116M 6W1114M 666242M 8665i6M 1.WX3.IWX.2W(I2) 666111M 6681117M 666illam 666241M 666516M 1,21FX2.1VX.126'(1.I1 69370 NA WA IN/A BM17M NOTES, 1) HOLES TO BE DRILLED IN THE FIELD FOILLOWING DIMENSIONNL RESTRICTIONS GIVEN ON THIS SHEET. 2)SU SHEETS 5� FOR SUGGMTED, APPROXIMAMHOLE LOCAWNS & ANCHOR D.C. DISTANCE. 3) SEE SHEETS 2.4 FOR TABLE A Dimension Valum, gn)i For Muftjon: A 1.625 VX2'X.126' Tube Mulljon B 7— 0.895 D 0.740 A B 1.126 2.404 T. XT X.3761 Almlwm Tube Mullion c Ow6M D 0.490 A 1.875 2.11;.X IT Tube Mullim B 2 c 0!010447'6�AJ.. D 1118 E .450 Min. A 1.312 V X2.75' X 657- Aluminm TUbOMUIRM a 3.000 C C�.4-76 D -006 A 2.000 I'X3.125'X .5W A(UM Tube Mull 2,531 c 0.603 D 1.137 A 2.626 125'X3AW X.26VAIUM B 1252' 0 D 0 1.762-� 711m Mull A 1.6113 1.2' AW2A�'� I Tub. Md V- FIL A Am "�X3.�XJW MULLION G005.T5AI.UM- X4ECTiON 30- MN 6063�1 X-St j I I 'If - I I �22W I-Xrx.S7w �.MULUON affi�TaALUK 376' "SWION MIN. � wIr 1— —1 .820- — l2WX3.25-XmV 1.2VX3.WXA2V MULLION MULLION CW�TSALUK X�ECTCN X4E=ON T � .mw �-.081-4 .376' MIN. NOTES: 1) WILES TO BE DRILLED IN THE FIELD FOL.LOWING DIMENSIONAL RESTRICTIONS OWN ON THIS SHEET. 2) SEE SHEETS 6,20 FOR SUGGESTED, APPROAMATE HOLE LOCATION& 3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHOD& 740 P .11 J=tl t! 12V l—.125P I Kill .12VSTMOARDCLIP 1 1 21 3.T ALU Z125- 2.DOW 2)(SANGLECUP U41LIP AUUM. L1,211a, UL XSECTION JW XSECTION 60 " M j X4ECTION 606346 T— .126'-T STMDARDCLIP HOLEMUSTLIE 6063�TGA.UK 0CUNDARY.S5E TONIEW -AND101104. ANO1OR HOLE 376- --T OFFSET CLIP ewme"M. TOMEW —1 - . 376 CEICEROF MCHORROLE MUST LIE NTHIN TKOASHED BOUNQkRY.SH SH�S &N FOR U-CUP 8063-76ALUM. TOPVIEW �.., . 0 IVT Dimmolm Valu. 0.11 For Mullion: I DiMendon I Woo lln)] Fm WHOM F 1 '.12F Alml. 1 1.2VX3.W X.624- I Nwirnan - �oe mWilon G H I Lm 33 "0dTuIo,MuIRon I i.c,a I Sm F Sly 4 J-X4-X 375. AIW= I Tuol&'r F 0 2. 1121 I.WX3.94' X.61 Al.l..T TubsMullion G H I 3 757 Z120 am H 1 3.250 1 F Z25) IiWX3,25' XAW = F 2. v . a H 0,17m LINO F 2,616 45- Buy Mull I TIM MwI=o.n PGTP.dO Mullion std.cIIPjimltcIIPj mup Analacilp 1- W X.1W (10) OM M111M I W112M [_W241M 668516M rXcX.wwU1) (NIO VNI MI123M =42M M M5191A —FXC —X.37y� (11) —6W3— M112M S88111M 66SWIM SINSISM T2—yxamx.1w(1N m1w M1,27M n W,124M 6�10ii = M Mm—'Itm JWXIWXW(14) 20161 06811M IN8110M =4tlM MiISM TZ X3 �WX WV (16) 2010 M1117M 611411M SW SM41M M SVM SO Dq.. (19) 05649 NA WA WA 110M 0 D, . —W) WA WA WA 681mlilim fts� VYNN Alz "'// ........ Xle .-',,SNSe C 5070 op Ly . .13 e,,z TABLE E Mul�,Dlano Ion at:, POT Part 0 M.Ill.n I SW.CITp U-ClIp Angle Clip l2'X4'X.26'(16)1 WD2 I 6WZeIM 08GZ71M 615651i2M jVX6-X.25'(i7)j 66604 1 600262M 606272M 60651 13M NOTES, 1) HOLES TO BE DRILLED IN THE FIELD FOLLOIMNG DIMENSIONAL RESTRICTIONS GIWEN ON THIS SHEET. 2) SEE SHEETS &M FOR SUGGESTED, APPROXJMATE HOLE LOCATIONS. . 3) SEE SHEETS 2A FOR GEiIERU1 INSTALLATION METHODS. 2001W2.000- .37V IV MIN. .250- VX4'XM MULLION am -To &UM. X-SECTION .250. .375' M, LIM rxwxm' MULLION em-TeAULK X-SECTION --1 .126" STANDMDCLIP ULCUP 2X6ANGLECUP "mT6 &UK W�Ts 605�18ALUK X'SECINON 2A2W 1j 2.( v X4IECTICN TION 126- .126, .125- L Tr x"Ec iEiDiTACF. .375- WANDARD( P LIE 6m-T)ALk! SEE TOPMEW 277 MIN. 4.6els. --- -------- STANDAROCUP 6063-TOALUM. TOP MEW 76' -T 3.� ILIP I!IITIALI.1 , MULU, 6�M a�() I �R 2- TCFWEW CENTER OF ANCHOR HOLE MUST LUE WITI-1047tieDASHEDBOUNDARY.SRE SHEETS 5 20 FOR THE ANCHOR O.C. U-CUP am-M�UK USED FOR 2- X 6- MULLION. SHEET 17 TOPMEW v5ANGLECLIP M�TOAUUK TCPAEW I — 1) M-2 No. 58705 A. LYNN MICLEK P.E. Fl. P.E.# 58705 MOM I [=---- --- I -- �—muu.wi�TH OPOINOWDTH EXAMPLE 2� MULTIPLE MILLIONS THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THEWNDOW FRAME DEPTH IS 2-1/4'. ME OPENING REQUIRES A DESIGN PRESSURE OF �60.0140.13 P5F. 1) INITIALLYASSUMING THAT A i-WIDIE MULLION IS SUITAME,THE MULLION LENGTH IS 72-ANDTHEOPENNGWIDM [S�.32,1-�-.REFERENCINGSHEETMTHECOUUMN USING RECTANGULAR LOADING MUST BE USED. BQkN ME MULLION TABLES FOR A MUWON THAT (SAT LEAST THE WINDOWFRAME DEPTH OF 2-lM'MDWLL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF -6041-0.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE. USE THE NEXT LARGER SIMAMILABLE. FROM TABLE3A. SHEET 7. THE l'X2.7S'X.375-MULUON (LENGTH -77, OPENING WDTH-7O')MMS THE DEPTH REWIRED. HOWEvERME DESIGN PRESSURE IS H-583PSFAND MUM NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A SHEET 8, THE V X 2.76- X.6W MULLION PLENGTH - M OPENING WIDTH - 70') HAS A DESIGN PRESSURE OF 0-72.7 PEP MICH MCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE ME ANCHOR CAPACITY REQUIRED OF ILIS LOS, 2) USE TABLE 40 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CUP WITH (4) 912 ANCHORS AND THE vS ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF SM UBS. THOUGH EIMER WE COULD BE USED, THE STANDARD CUP IS MIER TO NSTALL. 3) VERIFY ME DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WU. APPLY TO ME OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT ME BOTH THE MULLION AMID THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EMMPLE, THE DESIGN PRESSURE REQUIRED WAS .1-0.0 POP, THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 POP NTH AN ANCHOR CAPACITY OF 06 LBS. &TERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE MEN USED TO CALCUI.ATE THE ANCHOR C�ACITY REQUIRED FOR ME E� DESIGN PRESSURE OF 0 PEP: GO 524.9UBS (MAYBE USED TO QUALIFY0 10 STWLSCREWS FROMTABM4B) (60 POP) X (Toli—olLP5 THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON ME JAMBS AND USES ACONCRETE HMERAND SILL THE WINDOWFRAIAE DEPTH IS 2�.ME OPENING REQUIRASA DESIGN PRESSURE OF -50.01-55.0 POP. FOR ME VERTICAL MULLION! 1) INITIALLY ASSUMING THAT A I - WIDE MULLION IS SUTTABLE. ME MULLION LENGTH IS 3�77+1'-IOVAND ME OPENING WIDTH IS REFERENUING SHEET 25. THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN ME MULLION TABLES FOR A MULLION MAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-WAND WILL WET OR EXCEED ME REQUIRED DESIGN PRESSURE OF .6o.W.55.0 PSF. IF THE TABLE DOES NOT SHOW THE Ema SM. USE THE NIW LARGER SUE AVAII-ABM FROM TAS US 3A, SHEET 7. ME i- X 2.75- X UDY MULLION (LENGTH - 108. OPENING WIDTH - On MEETS ME DEPTH REQUIRED. HOWEVER THE DESIGN PRESSURE IS +1-16,1 POP AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A. SHEET IS. THE 2'X 4- X.2W MULLION (LENGTH - 10W. OPENING WIDTH - 8" HAS A DESIGN PRESSURE OF .144.7 POP WHICH EXCIZEDS THE REQUIREMENTS FOR THE OPENING AND MAY GO USED IN MIS APPLICATION. NOTE THE ANCHOR WAC9Y REOUIR0 OF 071 LES. BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2- TO THE WIDTH OF ME MULUED UNIT. THE ADJUSTED OPENING WIDTH IS 3V.3V4"4-. NOT 73- AS PREVIOUSLY ASSUMED. VERUPY THAT ME DESIGN PRESSURE IS STILL APPLICABLE FOR ME ACUUSTED OPENING. �WRNATPAELY. ME WND0WWDMS MAY BE REDUCED 70 MWAIN ME 7r DIMENSION (354n'-35-1�21731. 2) USE TABLE 12D TO FIND ME ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR ME CONCRETE SUBSTRATE. IN THIS E*WPLE. ASSUME THE POURED CONCRETE HEADER AND SIM ARE V NOF. IF ME MULLION CUP WERE TO BE CENTERED WITHIN ME W. CARE MUST BE TAKEN TO MAINIAN THE FASTMERS EDGE DISTANCE. USING ME STANDARD CLIP NTH (6) Sher ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2AM GIVES AN ANCHOR cAPAaw OF Im LOS MICH IS �TER' AND THEREFORE SUITASM, FOR THE REQUIRED ANCHOR CAPACITY OF 971 UBS. FOR THE HORIZONTAL MULLION& BECAUSE THE VERTICAL MULL WILL BE A 2- X 4- X MV MULLION. IN MIS EXNMPLE WE KILL MATCH ME HORIZONTAL AND VERTICAL MULLIONS. ALTERNATIVELY. MOTHER MULUON TYPE COULD BE CHOWN. i) ME MULUON LENGTH IS 367 AND ME OPENING HEIGHT IS 37-7r�2' -1 W. REFERENVING MEET 25. THE COLUMN USINGTRAPEZ010NUTRIANGULAR LOADING MAY Be USED. FROM TABLE 12A, SHEET 16. ME 2- X � X.257 MULLION I@ LENGTH - 4V. OPENING HEIGHT - 120') HAS A DESIGN PRESSURE OF .1-i7ab PSF MICH EXCEEDS ME REQUIREMENTS FOR THE OPENING AMID MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF Ul LOS. 2) USE TABLE 12B TO FIND ME ANCHOR TYPE. ANCHOR QUANITTY AND MIP TYPE REQUIRED MR THE CMU SUBSTMTE. IN MIS �E� �UMEME CMU JAMBS ARE V 0M IF THE MULLION CLIP WERE TO BE CENTERED WIMIN ME 8'. CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. USING ME VS MGM CLIPS WITH (4) SH6' ULTRACON ANCHORS ATM EDGE DISTANCE OF V GIVES AN ANCHOR CAPACITY OF 540 UBSWHICH 18 GREATM,AND THEREFORE SUITABLE, FOR ME REQUIRED ANCHOR WACITY OF 01 LBS. 4) FOR THE U-CUP IN THE HORIZONTAL MULUON TO VERTICAL MULLION. USE THE SAME ANCHOR CAPACITY OF 521 UBS. TABLE 120 MR THE U�CUP MOM ME ANCHOR CAPACITY IS 1074 LBS MEN USING 3 ANCHORS. MICH IS GREATER AND THEREFORE SUITABLE, FOR ME REQUIRED ANCHOR �ACITY REQUIREMENT OF 521 LOS. ME ANCHOR TYPE IS A 012 STE& SCREW. FROM ME ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: ./ 64.7 POP FROM THE VERTICAL MULLIOR -1.1 TOD PER FROM ME 3V HORIZONTAL MILLION ATTACHING TO CMU: -1-170.0 POP MOM ME 36- HORIZONTAL MULLION ATTACHINGTO ME VERTCAL MULLION UNIIERM"04 ME LOWEST DESIGN PRESSURE IS t 64.7 POP AND MUM APPLY TO ALL OF THE MULLIONS - VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS. WILL APPLY TO THE OVERALLASMUBLY. FINAL DESIGN PRESSURE REQUIRES MAT THE BOTH ME MULLION AND THE FENESTRATION PRODUCT SE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MUUJONL ;(: . No. U3705 EXAMPLES OF RECTANGULAR LOADNG, LOADING � VERTICAL MUU-ION LOADING OF NERTICAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF�RTICAL MULLION LOADING OF HORIZONTAL MULLION ;ILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION EXAMPLES OF LOADING. ----------- ---- ----- — --- In I I ENRON 0A NORMAN I I I OEM#, 0, 1 WMA NO 01, Fimmil, L10/r, oojo 1,40411,00;o—jr-ol LOADINGOFWRTICAJ. MULLION , JNN.�. 'CO, rrz o? 0 oo pill, ®r lmm� WADNGOFvERTIMMUULION LU LOADING OF HORIZONTAL MULLION rL z t ZZ �n � ot 0 HR LOADING OF HORIZONTAL MULtION z 11K z SHYDH WADING OF HORIZONTAL MULLION .iZODUCTREVISED NOTES: ft F�. I I) DRAWINGS AM DWIdi.,CW� RERESENTATIONS OF TYPICAL A, PW CONFIGURATIONS. CONFIGURATIONS NOT SHOWN y MAY BE EXTRAPOLATED FROM If.. �d J* 2) IF THE LOADING TYPE CANNOT '01, yw "11, \\ �,l L N A,14 BE DETERMINED, USE RECTANGULAR LOADING. 3; SEE PRODUCM',APPROVAL FOR 607 ACTUAL ANCflOR LOCATIONS. OR LOADING OF HORIZONTAL A. N E. MULLION FL P.E. 58705