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Home My WebLink AboutNOASCANNED I BY a MIAWnMADE St. Lucie County MIAMI-DADE COUNTY EM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Stree4 Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(796)315-2590 F(786)315-2599 NOTICE OF -ACCEPTANCE (NOA) "w.miamidade,eov/econamv 1070 Technology Drive North Venice, FL 34275 am Almk SCOPE: Fm or - % ^i 'yetion 0 Ed eWPeon This NOA is being issued under the applicable rules and F1 &90%minwff 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 Mami-Dade County Product Control Section (In Miami -Dade County) andfor 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 AID 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 VelocLty Hurricane Zone. - APPROVAL DOCUMENT: Drawing No. AM-SIE1200-01, titled "Single Hung Window Installation" sheets I through 8 of 8, dated 05/11/11, with revision C dated 04/22/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MssrLE TIVIEPACT RATING: None LABELING: Bach unit shall bear a permanent label with the manufacturees name or logo, city, state, model/series, and following statement: 'Miami -Dade County Product Control ApproveX', 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 TERAUNATION 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 sball autornaticagy 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 foEowed 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 NOA0 15-0528.22 and consists of this page I 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 VRM�DADECOUNTY Expiration Date. September 01, 2021 Approval Date: June 16,2016 Page I L L CO NGDWMON UEVIEWFD FOR CQ.�%IANCZ ail "VIEN0,121) R�� 'i DATE- J PLANS AADI�FRMIT MUST BE RMPT ONJOB OR NO RiSPFCTION WILL BE MADL `_ r-- -I L—A PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIODENCE SUBMITTED A. DRAWINGS 1. Manufficturer's die drawings and sections. (Submitted under NOA No. 11-0614. 01) 2. Drawing No. MD-SH200-01, titled "Single Hung Window Installation" sheets 1 through 8 of 8, dated 05111/11, with revision C dated 04/22/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 11. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of series SH-200 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT1,6479, specimens I thm 26, dated 03/28/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-0614.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5' Edition (2014), dated 05/22/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted 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 (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5' Edition (2014), dated May 2, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 2, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 1 11101 OM 1. Notice of Acceptance No. 15-0528.22, issued to PGT Industries, Inc. for their Series "SH-200" Aluminum Single Hung Vrmdow - N.I., approved on 08/06/15 and expiring on 09/01/16. Manuel E. Product Contr I Exa Ler NOA No" 695.02 Expiration Date: September 01, 2021 Approval Date: June 16,2016 E-1 GSNERAL NOTES: SERIES 200 Nffl-6ACT SINGLE HUNG WINDOW w 1) THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 53-1/8-T]i 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS- 52-1/8"1 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY MLAMI-DADE COUNTY APPROVED MASONRY NO ANCHORS 4 REQUIRED IN ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM G90 CONCRETE "SIB FLANGE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. SEE TABLES 5 & 6. SHEET 4 & 5. FRAME HEAD 4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5. SHEET 4. ALL WOOD BUCKS LESS THAN A 1-1 /2w THICK ARE TO BE CONSI DEFIED IX INSTALLATIONS. 1 X WOOD BUCKS ARE OPTIONAL I F UNIT IS I NSTALLED D1 RECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1 AJT THICK OR GREATER- 1X AND 2X BUCKS WMAX FROM (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TOTHE STRUCTURE. WOOD BUCK DESIGN CENTEROF AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER ORARCHITECTOF RECORD. MEE 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5 & 6. SHEET 4 & 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEAUNGJFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 8" MAX FROM 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE CENTER OF SUBSTRATE. USE SHIMS CAPA13LE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS. BY OTHERS, MUST BE MEETING SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. RAIL 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE. STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND CLASS PER ASTM El 300. MAX. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF TYP. FLANGE F THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. (TES7 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 FFL-6479; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSUAF&PA NOS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. 10) THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES (FLANGE FRAME) OR 4001 SERIES (FIN FRAME). WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2 & 3. WIDTH WIDTH HEIGHT HEIGHT EQUALU'rE PROVEW10MEL ARCHTOPPROVIEWIORIEL RADIUSTOP EQUAL r STAN '201 *AS *AN *ALI -AIE 'k GF705 P� CR\9 A, LYNW�IULR, P.r. P.E.#58705 -n 0 0 M, m @ 01 9 q c N, 'n m q m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Ih 6 eo -b 6 6 es Oi R PO PO 7&4 j'9 . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . -P� w CA (A (A (A th .9� 0 m 0 1 0 cm cn cm cn m m cm m cn cn 00 W 0.-4 0 0 0 -4 0 0 0 M 0 0 0 M 0 Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F3 44 0 eo & eo & W 0 -4 W W 0 W -4 P N W p a 714 W W p . . & . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ia 6 b ia io 'o '0 7' to 0.0. . . . . . . . m . �4 . w . w . 0 . . 0 w 4� -4 W :P- "A b :t. L.4 -4 :N K) 'M C) I I I I �a -4 0 0 tn 0 (n Co 0 0 W C" 0 0 0" W P4 6 M M -4 0 0 0 -q 0 M M 71 W C.1 0 -4 W 0 -4 CO U. Ch (n 0 P+4 +s + + . . . . . . 4, . . . s . 4 . t . A F+n + �R + A . a . . . . . . . . . . zo b b) �n b b M w 0 b 'w cn b o m Q _0 _0 0 & 6 to 4 W !,Ad �63 P6 . . . . . . . . . . . . . . . Cn . Cn . M . . . . CO CD W CJ CD W CO M -4 0 K) W 0 �-4 -4 M 4% In TPOMS&3 5 W CD CO -4 0 w wl OD 0 0 0 0 . 0 + + + + + b 6 Zo b .6 b) tib. b bD b k & 96 FO .14 p TABLE4: Maximum Window Heighe Sash Height? (see Figure A, this sheet) 1 Design Pressure (lbsift) for Glass Type B - J, Fin & Flange Frame Maximum Window Width' 19-1/80 25-1/Z' n' 3r 1 41 45" 49" n' I 1-0/11T'(Equal Lite) +55.0 -90.0 +55.1) -90.0 +55.0 -90.0 +55.01 M.0 +55.01 GD.0 +55.01 -90.0 +55.0. -90.1 under 18-9/16" +55.01 -0.0 +55.0 .90.0 +55.0 -90.0 +55.01 -90.0 +55.0 M.0 +55.01 -84.3 1+55.01 -78.1 37" 18-9/16" (Equal Ute) +55.01 -90.0 +55.0 -90.0 +55.0 -90.0 +55.01 -GO.0 +55.0 -90.0 +55.0 .90.0 +55.01 -81: o%er 18-9/16" +65.0 -90,0 +55.0 40.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -84.3 +55.0 -78.1 under 16-7/9' +55.0 -90.0 +65.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -88.5 +55.0 -81.8 +55.0 -75.1 15-7/8"thru 19-3116"3 +55.0 -90.0 1+55.0 -90.0 +55.0 -90.0 +55.0 -910 +55.0 -GO.0 +55.0 -97.9 +55.0 -78.1 3841/8" 194/47 (Equal Ute) +55.0 -90.0 +65.0 -90.0 -1-55.01 -GO.0 +55.0 -90.0 1+55.0 -90.0 +55.0 -87.9 +55.0 -78.1 over 19-114' +55.0 -90.0 +55.0 -90.0 +55.01 -90.0 +55.0 -90.0 +55.0 M.5 +55.0 -81.8 +55.0 -75.1 under 19-9/16" +55.0 -90.0 +55.0 750-0- -i�5.0 '190.0 +155.0 -116.5 +M.O -80.2 +55.01 -712 1+55.0 -ffi-� 19VIIS'thru 22-112" 3 +55.0 M.0 +55.0 -90.0 +55.01 -90.0 +55.0 .90.0 +55.0' -8111.1 +55.0 1 -78.6 +55.0 -70.1 45- 22-9119' (Equal Ute) +55.0 -90.0 +55.0 -90.0 +65.01 -90.0 +55.0 -190.0 +55.0 -89.3 +55.0, -78.5 +55.0 -70.1 mer 22-9/16" +55.0 -90.0 +55.0 0.0 4S5.01 .90.0 +55.0 .86.5 +55.0 -80.2 +65.0 -73.2 +55.0 -W.: under2D-1/ir +55.0 -90.0 1+55.0 -90.0 +55.01 -88.0 +55.0 -81.8 +55.0 -75.7 +55.0 -69.2 +55.0 -62.1 20-1/8u thru 244rr 3 +55.0 -90.0 +65.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 .84.8 +55.0 -74.2 +55.0 -65.1 '81. 24-9/16" (Equal Ute) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -1114.8 +55.0 -74.2 +55.0 -85.1 over 24491160 +55.0 .90.0 +56.0 M.0 +55.0 -86.0 +55.0 -81.8 +55.0 -75.7 +55.0 �59.2 +55.0 .82.1 under 211-13fIll" +55.0 -90.0 +65.0 -90.0 +55.0 -83.5 +55.0 -79.1 +55.0 -74.0 +55.0 -67.3 +55.0 -61.1 2g_13116n thrU 25_&I(r 3 +55.0 -90.0 +55.0 -90.0 +55.0 .90.0 +55.0 -90.0 +55.0 -83.2 1+55.01 -72.7 +65.0 1 -64.1 50-5/8" 25-W (Equal Lite) +B&D, .90.0 +55.01 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -83.2 +55.01 -72.7 +55.0 -641 over 254T8" +55.0 -90.0 +55.011 -90.0 +56.0 .83.5 +55.0 -79.1 +55.0 -74.0 +55.01 -67.3 +55.01 -61.11 under 2445116" +55.0 -87.9 +55.0 -75.6 +65.0 -65.7 +55.0 -62.3 +55.0 -60.0 +55.0 .56.5 +53.2 1 34-15fi6"thru3()_jj2*3 +55.0 .87.9 +55.0 -75.8 +5S.0 -74,1 +55.0 -74.1 +55.0 -74A +55.0 61.. 30-9/16" (Equal Ute) +55.0 -87.9 +55.0 -75.8 +55.0 -74.1 +55.0 -74.1 +65.0 -74.1 +55.0 .65.5 +55.0 -571 over 30-9116" +55.0 -87.9 +55.0 -75.8 +55.0 -74.1 +55.0 -74.1 1+55.0 -74.0 +55.0 -65.5 +55.01 -57A un der 25-3/4" +55.0 -8&9 +55.0 -71.7 +55.0 -6ZO +55.0 .59.9 +55.0 .67.8 +54.5 -54.5 25-W4" thru 31-IIT +55.0, -83.9 .+55.0 -71.7 +55.01 -69.4 +55.0 -69.4 +55.0 -69.4 +55.0 -64.5 +55.0 Z61 63" 31-9116" (Equal Lite) +55.0 -83.9 +55.0 -71.7 +55.01 -69.4 +55.0 .69.4 +55.0 .69.4 +55.0 -64.5 +56.0 7i� over 31-9116" +55.01 -ag +55.0 -71.7 +55.01 -69.4 +55.0 -69.4 +55.0 -69.4 +55.0 -64.5 +55.0 -561, under2Mr +55.0 f -6&3 +55.01 -66.3 +52.1 -6Z1 +51.5 -51.5 +51.5 -51.5 +51.5 -51 Z +50.0 -50.( 29-3/e thru 364/2" 3 +55.0 -6113 +55.0 -66.3 +52.1 I -62.1 +51.5 .61.5 +51.5 -51.5 +51.5 -51.5 +51.5 -51.1 73" - 36-9116" (Equal Ute) +55.0 .6&3 +55.0 -56.3 +52.11 -52-1 +51-51 Z11-5 1+51.5 -51.5 +51.5 -51.6 +51.5 -51A o%er3&9116" +55.0 -6113 +55.0. -56.3 +52.1 -5ZI +51.6 .61.5 +51.51 -51.5 +51.5 1 -51.5 1+51.51 ±11 under 31-31,V +550 .625 1+50.8 -50.8 +46.31 46.3 +45.2 -45.2 +45.01 -45.0 1+45.01 -45.0 +45.0 45A 71Y' 31-3/4" thru 39' 1 E�- -+; .0- '+46.3 46.3 -7Z.-2 +45.01 .45.0 1+45.01 -45.0 1 +45.0 l -45.( 39-1116" (Equal Ute) 1+55.01 .50.8 +46.31 -46.3 +45.2 45.2 +45.01 .45.0 1+45.01 45.0 1 +45 A 1 45 Tip -to -tip dimensions brflange Windows shown. Fortin Windows. orbuck dimensions, subtract I". 20erall sash height. For clear daylight height, subtract 3-9116'. 3 Size range includes the standard Pro -View (3,mr-2 conligumdon) lbrthe ghen Window Height. For overall sash-width�sublract 2-1511115' from the buck dimension. WINDOW HEIGHT - SASH HEIGHT CAN NOT EXCEED 53. ALLATION INSTALLATION OPTION 5 CURVED HEADER EDGE INSTALLATION DIST�=CE ':DGE ANCHOR (SCRE -M THROUGHTHE FIN DISTANCE 1.465' VISIBLE LIGHT HEIGHT I -T EXTERIOR 2.751. <�:] BUCK I HEIGHT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER 3STR SUB SEE TABLE 6. THIS SHErET: INSTALLATION OPTION 6 INSTALLATION ANCHOR (NAIL) THROUGH THE FIN EDGE TYP. ANCHOR TYPE, EMBEDMENT AND DISTANCE EDGE DISTANCE PER SUBSTRATE, SEE TABLE6,THISSHEET WOOD. BE]= NOTE 2. THIS SHEET 2X WOOD, EMBEDMENT EMBEDMENT SEE NOTE 2, i THIS SHEET EDGE 2X WOOD, D, - SEE NOTE 2, STANCE THIS SHEET Z �' EDGE DISTANCE EMBEDMENT 1/4"MAXSHlmj T 1/4"MAX SHIM TYP, ANCHOR TYPE, 9 EMSEDMENTAND EDGE DISTANCE 4 TYP. ANCHOR TYPE, PER SUBSTRATE, EMBEDMENT AND EDGE 36 SEE TABLE 6, THIS 11 DISTANCE PER SUBSTRATE, INSTP SHEET. SEE TABLE 6, THIS SHEET. INSTALLATION OF 36 OPTION E u4s—T, 61 30 STRAIGHT HEADER ANCHO INSTALLATION ANCHOR THROU 11 I 29 (SCREW) THROUGH THE FIN m u DADE API VERTIC, INSTALLATION 114"Z USE EITHER OPTION 7 PROPERI LATCH (# 29) OR INSTALLATION BOTTOM LOCK ANCHOR(SCREW) 1/4"MAXSHIM 32-35 (#11).TESTED THROUGH THE FIN UNITLOCATION! 6-5/8'FROM 64 VENT END. #10 STEEL SELF -DRILLING TABLES: VISIBLE 7 SMS (G5) LIGHT HEIGHT 36 2-1/Z E)(TERIOR 2-1/2"x 10, 2-1/Z'N 20 ALUMINUMISTEEL FRAMING OR STEEL #10 Ste STUD. SEE SUBSTRATE PROPERTIES. TABLE 6, THIS SHEET. 5 NOTES I 1) USE ONLY SUBSTRATE * MIMIMU 114'MAXSHIM APPROPRIATE ANCHORS LISTED ON TABLE 6 OF THIS SHEET. YNN FOLLOW EMBEDMENT AND EDGE EDGE DISTANCE LIMITS. ANY DISTANCE INSTALLATION OPTION SHOWN No. 58705 MAY BE USED ON ANY SIDE OF THE EDGE WINDOW. DISTANCE 2) 2XWOOD FRAMING OR BUCK, EMBEDMENT 1-112'THICK OR GREATER. % ZX WOOD, SEE NOTE 2, THIS SHEET 3) VISIBLE LIGHT WIDTH OR HEIGHT . ....... (ALSO REFERRED TO AS DAYLIGHT VERTICAL SECTION D-D OPENING) IS MEASURED FROM BEADING TO BEADING. A. L�W U111", P.E. REA 68705 4w 44W ARLE 7- Anchor Quantities Required, Flange Framii M"imurn Window Halghti Sash HoW (see Figure A, this shoot) Maxitrarrin Window Width' 19-1jr 26-1a" 3Y 37w 4 Group A Group B Group C Group Al Group 1311111 CjGnuqA GroupB G=pCjGruupAjGroupBjGroup Group A Group B Group C Group A Gi M 7 nAG1 M M 0! 7 2 2 M 2 2 Mv 2 x 3 2r 1 1.911T (Equal Lite) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ur�der`18-9119' 7 2- 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 2 2 2 3 2 3 2 3 2 4 2 2 3 37- 37- 18-9116- (Equid M) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 3 am 18-91151 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 4 2 r2 under 15-7fir 2 2 2 2 3 2 2 2 1 2 1 2 3 2 3 2 2 2 3 2 3 2 3 2 4 2 1 3 2 3 F 4 2 2 3 15-71W thru 19-311(T 3 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 2 38.318. 19-1/4' (Equal Lite) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 3 3 am 19-1/4' 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 4 4 2 under 19-911e, 2 2 2 2 2 2 3 2 3 2 2 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2 3 2 4 2 2 4 19-9116- thru 22-11-- 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" 22-9116- (Equial 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 3 313 3 3 om22-W1W 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 1 2 4 2 under20-1/9' 2 2 2 2 2 1 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2o-va* thim 24-ire 3 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 4 3 3 2 3 2 4 3 3 2 3 2 4 3 3 4V 24-911W (Equal Lite) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 am24-9f19' 2 2 2 2 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 4 1 2 4 2. 3 2 4 2 4 2 2 3 3 2 4 2 urrder20-13fl6' 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 3 2 4 2 4 20-13119, thru 25-&16' 1 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 3 2 4 3 3 2 3 2 4 3 3 2 3 3 2 2 [2 4 3 3 25-� (Equal Uto) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 3 3 1 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 over 25-3fir 2 3 2 2 2 2 2 3 2 3 2 3 2 4 2 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 3 2 4 2 under24-15116* 3 3 3 3 3 3 4 3 3 3 3 3 4 3 4 3 3 3 4 3 4 3 3 3 4 3 4 3 3 3 3 5 3 4 3&15119- thm 3o.-11-- 3 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 3 [4 2 3 2 4 3 3 2 3 2 4 3 4 3 3 2 2 4 3 3 61, 30-9/18' (Equal Uto) 2 2 2 2 2 2 2 2, 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 om30-9/16' 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 4 2 3 3 411 2 under 25-314" 3 2 3 2 3 2 4 2 3 2 3 2 4 2 1 3 2 3 2 7 2 4 2 3 2 4 2 4 2 3 2 5 2 i 4 25-3f4" thau 31-10 3 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 4 3 3 2 3 2 4 3 3 3 3 2 4 3 4 6W 31-9/16- (Equal Lite) 2 2 1 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 am 31-9116' 2 2 1 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 undar 29-314' 3 2 1 3 2 3 2 3 2 3 F3 2 3 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2 3 2 4 2 4 29a/4- thru 3s-ire 3 3 :2�-3 27.3 2 3 2 2 3 2 3 2 3 21 3 2 3 2 3 2 3 2 3 2 3 2 3 2 4 3 3 73, 3"/16' (Equal Lite) 2 2 1 2 2 2 2 2 1 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 "36-9116" 2 --F- 2 2 2 2 2 2 2 2 2 2 212-3 2 2 2 2 3 3 2 3 2 1 2 — 3 — 3 3 3 2 2 3 3 -2 under 31-W4' 3 :2:1 3 2 3 2 3 2 t23 3 2 3 2 3 2 3 t 3 2 1 3 2 2 3 1 2 4 2 3 2 3 -2 4 2 78' 31,V4' thru 39*3 3 2 1 3 2 3 2 3 _3 2 3 2 3 2 3 2 3 2 1 3 1 2 3 2 3 2 3 2 3 2 3 21 3 3 3 F3 =2 2 2 2 2 2 2 2 2 2 3 3 1 2 2 2 2 3 3 3 3 2 2 1 3 3 1 Tip -to -tip dimensions for flange windows shown. For buck dimensions, subtract 1'. 2 Overall sash height. For clear daylight height. subtract 3-9116". 3 Size range includes the standard PrD-View (3-mer-2 configuration) for the giwn Window Height. 4j ----4- �rROM "MR` refers to "Meeting Rail'. SEAM For o%erall sash width. subtract 2-15/16" from the buck dimension. WINDOW HEIGHT - SASH HEIGHT CAN NOT EXCEED 53. W1 1) USE THIS TABLE 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 62714FW Integral Fin Frame Sill 6 2762 62782W Integral Fin Frame Jamb 7 2706 62708DW Sash Bottom Rail 8 2707 62707CW Sash Top Rail 9 2739 62739W Fixed Meeting Rail 10 2709 62709CW Sash Side Rail 11 2740B 742740AW Sash Bottom Lock 12 2785 62785W Sash Stop 13 134 66615 lAddon Flange 20 1226 61226DW Vinyl Bulb, Flex PVC 70 21 1652C 71662CW Head/Sill Gasket, Polyethelyne 22 1270 7PAD118 Open Cell Foam Pad 23 2772 72772SHK Fixed Meeting Rail Plug Gasket, Rigid PVC 24 4066 64066G Wstp., 187 X.230 Fin Seal 25 2784 72784W Sash Side Rail Gasket, Polyethelyne 26 1078 7121 UM Balance Take-out Clip 27 Varies per Size lBalance 28 2711 4280OW ISash Cam, Nylon 29 1096 71096W Sweep Latch, Zinc 30 10`16 785OWW 1#8 X.625 Ph. Fl. SMS Latch Screws 31 1267 71267N ISetting Block 118"x W" x 10, EPDM 32 See Sheet 7 fbr Materials Kommeding 4SG TPS Spacer System 33 Quanex Super Spacer nXr with Hot Melt Butyl —giF Quanex: Duraseal T5 Z�—ardinal )(L Edge Spacer 36 Sash Bottom Lock Spring 37 Screen Cloth, Fiberglass 38 Dow Coming 899 Silicone Glazing Sealant 40 1625 61625B Glass Bead (118" Glass) 41 2719 62719B Glass Bead (311&'Glass) 42 1263 61263B Glass Bead (1W Glass) 43 1253 6VT48B Glass Bead (I.G.) 50 781 PCIA #8 X I" QUAD Pn SMS 51 781 PSTX #8 X 1" Sq. Pn Twin Fast SMS - 410 S.S. 52 1184 781LHPOA #11-15 x I LH Wnfast Screw Zinc 53 1186 781LHPDX #8-15 x 1 LH Twinfast Screw Zinc (S.S.) 54 78XlPFTFUA #8 X 10 Ph FI ulcut SMS 55 78XIFPAX 1#8 X I" Ph FI - Stainless Steel 60 11W Annealed or Tempered Glass 61 3/16u Annealed or Tempered Glass 62 1/4" Annealed or Tempered Glass 63 116'- 1/4" Air - 11W An. or Temp. I.G. 64 1/8"- 3116" Air - 3116" An. or Temp. I.G. 2.000" .062T .500, .869, .062' A .062' (FLANGE FRAME HEAD D 6063-T6 ALUMINUM — 2.056' 7 050' 0' 1 3.225" 2.056' INTEGRAL FIN FRAME SILL 6063-T6 ALUMINUM .062" _j 1.582" .062' —W 1.010W GFIXED MEETING RAIL ) 6063-T6 ALUMINUM .050, .500- C2 2.001)" 7 77 -062' , .050" —r �j .926- SASH 510 6063-T6 A .......... . . N1- 53�"05 '40 A. LyhNIMidl�R, RE P.E.# 58705 SCANNED BY St. Lucie County MIAM11- MIAMI-DADE COUNTY M PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.m1nm1dade.epv1econom CGI Windows and Doors, Inc. 10100 NW 25th Street Miami, FL 33172 FIL SCOPE: Ei CQ This NOA is being issued under the applicable rules and regulations govern ng the use o co PstrucYn materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RFR - Product Control Section to be used in Miami Da& 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 AID 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. W05-04, titled Series "360" Alum Single Hung Wdw. (L.M.I.), sheets 1, ]A, 2, 2A, 3, 3A, 4, 4A and 5 through 10 of 10, dated 01/28/05, with revision F dated 05/05115, prepared by Al-Farooq Corporation, signed and scaled 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 RATING: Large Miss - ile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturees name or logo, city� state, model/series, and. following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur sifter the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: the NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in Advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 12-0822.11 and consists of this page I and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above, The submitted documentation was reviewed. Py Manuel Perez, P.E. NOA No. 15-0512.07 Expir tion Date: May 05,2020 ApprovalDate: September03,2015 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. WOS-04 titled Series "3 60" 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 dabM 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'93utacite" PVB interlayer, DurasealO and Super Spacert insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile hupact 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 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Durasealt and Super SpaceilD 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. M6nucl �ere , P.E. Product Coal ol Ex miner NOA =.0512.07 ExpirationDate: MayO5,2020 Approval Date; September 03,2015 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNmm) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Small Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 7) Forced Entry Test, Type "A -A" vertical sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202-94, per ASTM F 588-04, AAMA 1302.5-04 and CAWM 301-04 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0402-08, specimens 1, 2, 3 and 4, dated 04/03/08 to 07/22/08, signed and sealed by Vinu J. Abraham, P.E. (Submitted underNOA 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. UTL-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 under NOA No. 05-0215.02) C. CALCULATIONS 1. Statement letter of conformance, complying with FBC_5'h Edition (2014), and of no financial interest, dated July 16, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted un der previo us NOA No. 14-0822. 11) 2. Glazing complieswith ASTAI E1300-09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) Manuil Pore P oduct Control EX. min r NOA No. 15-)VO7 Expiration Date: May 05,2020 Approva]Date: September 03,2015 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTMCATTONS I Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas@ (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saftex. CP — Saflex and Saftex 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 (AIA) for their "Saftex W Clear or Color Glass Interlayers" dated 06/19/14, expiring on 04/14/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h 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 previous NOA No. J4-0822. 11) 2. Laboratory compliance letters for Test Report No. HTI,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. HTL-0080-0323-04, specimens 1, 2, 3, 4, 5, 6, 7 and 9, issued by Hurricane Test LaboratoM Inc., dated 04/02/04, signed and sealed by Vinu I Abraham, P.E. (Submitted under NOA No. 05-0215.02) 4. Test Proposal for the qualification of Butacites PVB glass interlayer by DuPont as well as DuraseaM 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. OTBERS 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. Manue Per Product ojjtroj�� NOA No. 15-0512.07 Expiration Date; May 05,2020 ApprovalDate: September 03,2015 E-3 a do J� Gs �l Ell H 1p 412tqt A 1A H L-j (2� .�ft. �.,, N 6. Sle,rtd.rd 12 fool Sill c in (J) I , DIR a ,,loted Laminoted Optional 15 PIiF Water Bar Adaptor � -t be .,ot .i� fod l, (9 � TOP 7(PM. AVAILA13iZ WiTil V� retolcUon Scregs (Rot to sheets 5, 6. & 7 for r,ci rg inforrecUon) ftpicol Elevation ammng — W05-04 4.U' Bill of Materids ITSII PART j QUANTIW DESCRIPTION MATERIA V�./SUFPUER MARAS I MIMING REDD. WOOL PH-E WIN CENTER SOn rN (BRAY) PILE ULTRAFAB/SCHUGEIL 2 MI-61W AS REDD. P�C WMPER GUIDE PVC PROTOIYPE P�C E�RUGIONS CONTINUOUS AT INMERLOCK 0. 3 #146-4 2 WEEP HO� COVER MON BUILDERS PIASTIC COMP� 4 --R-A AS REQD. GIAZING G� VARIES KIA I COMPLETE SCREEN CG1-6V5G COMBIWON EGRM LOCK AND LIFT/PUI.L 1 9 M)WS. 28' WOE & SMALLER 6 1 OR 2 ZINC CUSMOM MBNO & 616C A�ACHED W/(2) #8 X 5/8' MH SHE 2 0 WDWS. O�R 2e WIDE �0700 & OPTIONX !3WDEP LOCK & KEEPER (rep�eq 1 0 WDMI. 28' WDE & S� E, 7 C30705 I OR 2 R�. 6) A11ACHED W/(4) #6 X 6/8' M ENS ZINC MM HAROWME OR EQUIV. 2 0 MWS. OVER 2B* WDE 8 1 OR 2 ZINC VRM IVVIDWARE OF EQUIV. 1 0 MINE. 28- MDE & SM&LER 20 MWS 0WR 28' ODE 9 CCLI- 2 ME DOWN BLOM Zwc CUSIOM CASTING 10 VARIIES 2 �CEIS (B&T OR SPIM) VARIES VARIES SOM SALNNCES CM BE USED 11 CGI-617P 2 �m COWR m PRMOME PtASBC IMMUSIONS LOCATED AT MP IVU OF � �B D N1 12 CGI-618P 2 V&i--S—Tcp PVC PROTOlYPE PLASTC EVRUSIONS LOGMIED AT MOP OF �BS 14 CGI-613P 2 FIXED � SHIM PVC PROTO'YPE P�C EXIMtJSIONS �111) AT TOP OF MED � 15 CGI-619? 2 7OP MIDE AT OPERABI-E MON CU=M �BNG ZINC CUSTOM CASTDIG 16 CGI-622� 2 GOTIOM GWDE/CUP AT OPERABLE VENr MON WiMM �ING 17 2 RIER VF� OPMCN& - BNANCE AMACHES TO a is H/A 16 VEN1` ASSEMBLY SCREWS S/S VARIES 110 X 1 1/4' M �S (2 PUR CORHOQ 19 N/A 12 FRAME ASSEMBLY SMEMS S/S VMTES 010 X 1 1/4- PH WS (2 PER CORNER 20 CGI-�V ME 2 ZI VARIES WrL S. h REGO I SM)MRAL UUC ONE 3SIUMONES GE-IM. GE-2M. & DOW 995 -t 22 CGI-63Z I OR 2 100MOINkION EGRESS M8 LOCK & UFI/PM ZINC OUSIOM �NG 1 0 M)M3. 28- MOE & SMAT-1-ER AV� W/(2) 05 X 5/8' FH SHE (FOR USE WIN WAMERW) 120 BE 23 2/ UTE I SEITING BLOCKS EPDJA W05-04 k 44i Tt- 114 it �5'30'"4 W11 .0 M (L AII�ROOq 001R�RA�ON CGI WNDOWS & DOORS t 10100 HM. 25M S� M�I�M�74 0. ,I ! I MM aSZ VN 00101 1 .0 S6000 v �OaNjm 100 5 B, ..b3 q R iqal.q OZL IF 65 i"q A :1Z alp-9 ;Fag gmea 1--i �1- q Rk So kk,kkk. ko'.'k wen PIN ilL JgR fa i 'Will It: X8 Im 2a g h v �ja g g I MUS H19Z L, 0 ONm ,, NfM 100 rl 1�3 e 0 F1 ol t Nt �a N Ozi is pi Z '3g MET% M� M9Z WN OZOL 800a V SMOGNIM 100 ME= H Mms h U414 El WN Oz� ee E Etg N-2 n 'a 88 v ol-M-1016 161' q ; 9;1-q na ld is 8 -o—I I =10-�VW-000 zno-�. m" d 0 IF OOG Sj CZL I-P-R-Th Ah iw 0 Rl ro lb q8 Jqj�j,jij mt --- MM. 9 gg q jggg 1 - Rg-?§ Fi F-IN I M h1H N --- ------- 5EMNAM-M 'I A '9 'X Hsi F-11,stallation Typ�c"Avj 1 —.7 � —I led o.1 —W.. Buck I Duck bed in (t,) Da. Head con Or 1 x 4 Reveled P.T. tQB I JOT Wood Buck (tyP.) -91ru—, —P-Cos, S" IMPORTANT NOTE: W.W Bucks must ... and leads imposed by gloving system ad t .... er them to the building structure. optional N.K -roweled Sealant Wood Buck (d.tted) 7YPICAL ANCHORS1 WE al me — ve A milkwaaN By '= iou �Idd M I o,7 Du. Hin ylnl�ilu B Qv-s, M ..... UNTID Bay MOD BUCKS OR MOD SIBRUCTURDS 1-1112- WIN. PjSR(TRATON INTO MOD THRU lRy BUCKS INTO CONC, OR MASONRY 1-1/4' WN. UNDS INTS CONC, OR LIVISIONRY DREMY M CCNICRUE OR 1`1110 MCKS 1-3/4- MIN. WOOD idire CONCRETE OR FILLED RUCK Ile n,, NRS no KIXF CRUIND 1WRvvS Real K and) Im 1,N,-DADE COUNIN, Al'FROVIDD MuUJONS (Mm, W. I MOT& STRUCTURES siBla. : 12 GA. am. (Fy - as fell MR.) &uMINUIA ; 1/0' THK MIN. (Wlili-T5 MIN.) IN MIN ,ISNUM TO BE FANDD OR PAINTED) INTO CONCRETE .0 NkSatel - 2-112- MIN. INTO MOD STRUCTURE � lm MIN. M U,,,, WW=W - 3/r MIN. NOM I um, SUL OR J,Mbe, se - 0.55 MIN. CONCROTO I'M. dii-oll-kets1r. -an"O"W". C-90 RUBOD BUNIX AT,lJwtBS Cm - 2000 res MIN. Values for installation Type 'A" apply to We following installation types. WIN, arm.inrann shion P.. 1/4": I- urang lby P.T. wood bucks. min. 3/4" thick. 2- Directly into masonry. without the use of wood bucks. 3- Directly into a steel or cluminum struclula No. 1/8' thick and being #14 Taks or Self d4ling ucavel. Structure must be designed by thO,D to sustain the lead. imposed by the window. 0 o A m x 3/4' lip T x 2-3 �x a a nw 0 0 owh I �M-:,64 ME M WJNDO� & DOOn — IN lom 0 MVMI, � 33172 P.) - 15 4m i 2 Tso 2 9 ----- -------- u v 2 n T 2 � I R9 GU IMG ". (LM) A�IFARCIOQ MIRPOR PC 6174 TR (9) q 1 4 1 Z� a a if 001 WiNE 10100 M.M F9 MAMI. � SDaES 350 a. 2 a 11 I-EMO 11 11110 < 0 -k 41 �1� J u III -5 A (LKL)JtAL�AR�Q�RPO�nMja I LW71—NDI 5 � 67� �Cill aaa - �rWS & D30RS -R,.A %OtOO N.W. 2M MEU JE _ :I� _.: , _ :�. C MMI, M172 M�7 F-.-� El c z Eli! R 9 0 C: EMEIJEJUMV9 Ei..Mlm HOW 0 1 -, lum zt oR�.;9M� =99M g E r IEM Mmmml MUM= ®R I mg - NE. 9 9 9 9 "2 ... qp EL-Ul �IN 2 U 2 2 2 U,� Nj� N U Uj$ M N Qj 9 9 go -360' mm mm nw. (LML) [am �j A�ARQOQ CORPORAT, ra— f f c �OR'S �7 MI %MNDO� & DO, 10100 N.W 25M �RE c MMI. FL 33172 'LION �fc 1. SCANNED BY St. Lucie County MIAMI. MIAMI-DADE COUNTY ho"A"M PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miArn!dAde.gav/eennonrV PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: FILE This NOA is being issued under the applicable rules and regulpationsQovepingye luse 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 arras 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 tba—n 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, modif�6 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 Iflgh Velocity Hurricane Zone. - APPROVAL goCUMENT. Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions", sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B dated 10/10/14, signed and seated by Anthony Lynn Miller, P.E., bearing the Miairii-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 manufacturces 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. URMINATION of this NCA 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 produc% 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. ADVEliTISEN[ENT: 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. NOA No. 16-0218.03 MIAMI-DADECOUNTY ExpirationDate: May26,2021 V411111 & Approval Date: April 14 2016 Page I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "finpact-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 Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2. 1, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thm E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1 Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 51h Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony I�nn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. B-1 M nue F. tC g Prodne ont 0I nmpiner NOANIP6-101218.03 Xxpiration Date: May 26,2021 Approval Date: April 14 2016 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTE, D F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51 Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS I. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series 'TGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. ..,Oro ei U. rroduct��opnautr I E inhier NOA No'GG2118.03 ExpirationDate: May26,2021 Approval Date: April 14 2016 B-2 DETAILA: MULLION ib —2XWOOD DUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) A msm s moo, k%l %b DETAIL B: M MULLION ATTACHED TO IX WOOD DUCK AND MASONRY (STANDARD CLIP SHOWN) MUU.m -L"-wATl= E� MR� s S&EM mm Atlwamm 4. EXTERIOR EWE 4 WT� TMMMM PERsumw POI.MITMTE, SEETaml 8%Tm='E.Iw EWEIEW MTmm SEETMUEE OM �w oummp ATTA01MENT EYOD'm. SIDE VIEW FRONTVIEW INSTALLATION NOTES 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIM SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED. REFER TO THE TABLES ON THE FOLLOWING SHMM. FOR DETAILS A-D. EITHER T14E STANDARD OR INTERIOR CUP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD. HEXHEAD OR FLATHEAD 4) WOOD BUCKS ARE OPTIONAL, SM DETAIL C. SHEET 3. 5) FOR MASONRY APPUC0ITIONS IN MAMI-DADE COUNTY. USE ONLY MIAMI-DADE COUNTY APPROVED ELCO U-TRACON OR SLOG 1/4' S.S. AGGREGATOR MASONRY ANCHORS, SIDE VIEW Ti CUPWYBE 1143M=. nilsm�m T�...OR a FRONITVIEW NO-58705 :Lu� ........... ,,'10NN, A. �%NIMH.Lk�.E. FL P.E.0 58705 SUITABLE FOR ALL LOCATIONS F NON -IMPACT OR LARGE AND i m�ENIIIG�FM MULLIONS ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: SINGLE MULLION SINGLE MULLION IWE CDRRElPOM)M DETAILS FROMI'MR01ABOVE. STANDARDS USM -2014 FLORIDA BUILDING CODE (FBO). 5TH EDDIO' -ANS[lAF&PA NDS-2012 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-2010 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EKpETUENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL IX OR M WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY To TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. �ESTODE 2) THE TYPE AND NUMBER OF ANCHORS 15 CRITICAL TO ME STRUCTURAL PERFORMANCE OF T14E MULLED UNITS. MULLIONS ilMMUM[IME RAVE BEEN TESTED AS -FREF-FLMTNG'MD DO NOT NEW TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL /-RlcTAhIGtAAR NOT HAVE A GAP OF MORE THAN TIC FROM ME CUP. SWE 3) THE ANCHORAGE METHCDS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE TKM L/180. THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EZAUUATION OF MOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) USE ME COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND GEEMTAIU ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER AMItLIG: ONLY TWO ADJACENT UNITS AT A TME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN SHEETS241 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. W, M. lfm� 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP To THE NEXT SIM SHOWN ON ME TABLE(S). FM H 1. 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST SEEDETAILE.. BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT %IuT 3 AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED 70 PREVENT REACTIONS. FENESTRATION 8) REFERENCE: TEST REPORTS: FTL-6443� ELOO ULTRACON/AGGRE-GATOR NONE PWMMWY SEMMYTYIV. 9) MULUONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING �011 CODE, AND ARE "PROVED FOR IMPACT AND TION-IMPACTAPPLICAMONS. MULLIONS AREONLYTO BE USEDWIM lWltJFA� BymT. PGT-APPROVED FENESTRATION PRODUCTS 14AMNO CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. III QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNUM[TEO PROVIDED THAT THE SPAN AND OPENING WIDTHVHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOX I—H=LMiAJ.U�---j INSTRUCTIONS', 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT ILBS/Fr) FOR THE OPENING USINGTHE ASCE-7 STANDARD. 2) CHOOSE AMULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) PETER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS 'RECTANGUILAW OR �TRIANGULAFITRAPEZDIDAL% THE CHOSEN FROM TABLES USING . THE 6) FROM THE SAME TABLE USED IN STEP 4) ABOVE. FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE REPRESENTS THE WNDLO� TRANSFERRED TO ME SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTNN THE FUU_ MULLION CAPACITY. 0) FROM THE ANCHOR CWVACITY TUBE) TABLE ON THE SAME SHEET AN D USING YOUR ACTUAL SUBSTRATE CONDITION (MULTIPLE ANCHOPJSUBSTMTUMCHOR-OLIPPAuEmmAYAPPLYI SELECT AN ANCHOR CLIP PATTERN AND VERIFYTHATME REQUIRED ANCHOR CAPAGITYLSMET. MULTIPLE MULLIONS 7) IFTHE MULLION CAPACITY LSSN" OBTAINED IN THETABLE IS HIGHER THAN ME DESIGN PRESSURE REQUIREMENT (L� FORTHE N'. 58705 �m OPENING. YOU MAYUSE ME 'ANCHOR CAPACITY ADJUSTMENT FORMU� TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRW. WITH THIS VAU.JEA LOWERANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE -0 Utz: DESIGN PRESSURE RATING (LaWn FOR THEFENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION wcll_� TE llxcllTyY i7�_pOBTAINED FORTHE MULLION SYSTEM. THE LOWER OF THE TWO SHALLAPPLYFORTHE ENTIRE MULLED FENESTRATION PRODUCTASSEMBLY. ........... 9) HiGHUGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPU=iON WHEN USING THIS NOA TO APPLY FOR A PERMIT. �9/ CO 11 A. OONWW&R,'�.;. SPECII 11 DETAIL 0: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE MULLION (STANDARD CLIP SHOWN) P01 SUSSMTE. GTAW� 0 CFFSET� mT� By THISMETKm EXTERIOR FRONTVIEW SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALLDRESSING ORSTUCOD. 2) QUMTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVEARE FOR PICTORX REPRESENTATION ONLY. BECAUSETHE ANCHOR CAPACITY IS BMED PARTLY ON THEANCHOR TO ANCHOR DISTANCE. THE CORRECTQUANTITYAND LOCATION OF ANCHORS MUST BE FOLLOWED, RUM TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS AD, EITHER THE STANDARD OR INTERIOR CUP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD. HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL. SEE DEI"Al "HEET & 5) FOR MASONRY APPLICATIONS INVIAMI-DADE COUNTY, USE ONLY MIAMWADE COUNTY APPROVED ELCO ULTRAWN CR 51-00 1/4' S.S. AGGREGATOR MASONRY ANCHORS. FRONT IEW EXTERIOR DETAIL E: MR MULLION TO MULLION INTERSECTION (U-CLIP) NOTE& 1) MAY BE INSTALLED IN 'TEE' OR "OSS' INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY L (SHOWN) ORVERTICALLY. TOPVEW T I 3) SEE U-CUP DRAWINGS, SHEETS 21413 FOR CORRESPONDING MULLION. FRONTVIEW EXTERIOR SEESHEETBO�M Hat LaATIMS N 8B`TmU`8 1. ? SIDE VIEW DETAIL D'. MULLION ATTACHED TO STEELSTUD (STANDAROCUPSH NOTES: 1) FOR 2XWOOG-BACKED STETIL STUDS, WOOD ANCHOR %%J-UE3 MAYBE USED 2) SEE CORRESPONDING MULLION TABLES, SHEETS S-M, FOR QUANTITY CF SCREWS. SIDE MEW * .: 14�.66705 I DETAIL F: DETAIL G: DETAIL H: FIELD -MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) t:2 EXTERIOR lwo�.vn� AI.uKcmm�wy EMENOR (D muwmcup SIDE VIEW SHWINMHVX �XAW m"m I ENE DISTAREE PER NOTES FOR INSTALLATION OPTIONS R 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26- X 2.1 ? X.126- MULLION. 7) SEE TABLES 1B,i3B FOR ANCHOR QUANTITIES AND SHEETS 21-D FOR HOLE LOCATIONS. 3) THE 2X6 CLIP IS NOT SUITABLE MR THIS APPLICATION. TOP VIEW NOTES FOR INSTALLATION OPTION 0 & H, \101' \.YNN 4f Oi\! ......... 1) USE 2 MGLE CLIPS PER MULLION END. CLIM MUST BE INSMTED INSIDE OF MUULIDN. 2) DETAIL G: SEE TABLES 11�1413 FOR ANCHOR QUAIiT[TJES AND SHEETS 21-23 FOR HOLE Z r,. 58705 LOCATIONS. 3) DETAIL It SEISTABLES 158 OR WE FOR MCHOR Q�ITIES AND SHEET V FOR HOLE LOCATIONS. t� . , I TA13LE 1A Mulffon CapecIly Table I Op..Ifig d1l (rorwrV;BDYaPmin MU[cm) IngliolghtowISS nvAott,) IS IS NIS IS lm� IS 1 1 1401. ftdom,, AM upm-m Rw.z:,, R=.1 T.X"�W. FUSION T."No "m"mm" R=0 �=:T* 04 Imag L-04 lx2x.125 Lft L.&V 'NS' L. L AJmTubQ MuLI.n - & 1 ffai & 21 i I & 1 11 1 I UN gi ,, 11 1, md I "71 '09 I AN 1107.51 ul 69! L-I US ISLA 310 L I A US A' 2i IN IN !1" IN ISIS ... LN2 1 L1. 202 5MI312 ",olm - - 41A U2 81.3 244 1.0 SIS BLS W2 61.0 2" 11 201 111 M 315 291 MI 220 314 "1 1 IS 10 =8 281 493 210 iq!t .0 L- Tw 21. 24T ... 247 2. V-- 241 ILI 0.2 -iu- -Fm- .13.0 nO ISIS W4 IN A -iT V.5 m 74 -- T4.00 2 ISO M- 212 25.2 ISY US 200 25.0 IN A III ILI Im U-7 -;a-, mo 149 2.1 Val 18.4 all 17 43 om X5 IN AS '. 20 IN 1411 0.1 IN --- 2aA 79 1 in 1.11 2 IS IN 10.5 Its "l, 111 25 10.7 1 IST 10 10.6 107 TABLEIB AScharC.p.cItYT*bIeCb!j 6""' IN ComrIle III �p FW 'wu W,W mIIS ma. Eb 114-88CU WIG' 1 114-NEWO 906m. Al2StW 1126tM �Tv' VIV a uIuISN viv rk. mu... 19' Ek. �. Awle.. .4. AFIw. sl�(05) ol-(651 S'.(05) Anchc,CIIpP.1ft.. 1. 2-w 1. 21W om, Sm. 0.1.- ESQS�(hy I Ecn�W ftj �4' I-VV 1-114 aw. 0 m Mu- WA WA MA WA SWISS WA WA WA WA VA 02W wft tw ItAft MIN ww 'w1w SUN wa,S WA 70M TOM III Im 715M WA WA WA WA A WA WA IV A WA a.. I IS'. 1 45" MIN in" 2j 'I WA NA I N. NOTE: FOR THE OFFSET CLIP, USE THE SAMEANUHUR PAULKN MDA14UHUK�- .ANCHORCAP.- TO QUALTF'Y FROSITHE FIGURE 1: FIGURE2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR NFORMATION ON LOADING. Fhib two, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ---t[I A, US C,& 2) LINEASt INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS IS ALLOWABLE. B, FIGUREI' 3) MULLION AND MUWON CLIPS SHOWN ARE NOT To SCALE FOR EDACT DIMENSIONS. SEE SHEETEI 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROAMATE HOLELOCAXIONS. -125' ANGUE CUP MUST BE WED IN PAIRS. NS. HOLLOW AND GROUT -FILLED . ..... 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIO L r , CeNse CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C�MWOODS11kLI-SEPRESSURETREATED FIGURES: FIGURE6'. FIGURES'. YELLOWSOUTHERA PINEWITHAN SO OFO.65. ALUMINUM SHN.LBES�T5MD BEAMINIMUM OF.12� 5aJV5 UM GRADE33MD.045- THICK�18 GAUGE). STRUCTURAL STEEL TO BEAT I'XrX.12VMUWON THICK STEEL STUDS TO BEAMINIM LEAST,10' THICKAND A36. ALLANCHORS INTO METAL SHALL EXTENDAT LEAST 3 SCREW THRMS BEYOND THE MATERIAL. 410 & 012 ANCHORS INTO WOOD MAY BE STEEL, 1M S.S. OR 410 B.S. NOTE: FOR THE OFFSETUIP, VUEThh�AMhANUHUMVAI I M��U�NUAVA�UGO AD FIGURE 1: FIGURE2: TABLE NOTES: ...pIyim-I%ftFR=III Buildi,C&& OTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. i)SEESHEETIFORI STRU -1 SEE SHEETS 24 FORMNERAL INSTALLATION METHODS. luo 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS 19 &MINABLE. FIGURE 3, 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR MOT DIMENSIONS. SEE SHEETS 21-n 2.1 HOLES TO BE DMUED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN 061 WEETS 21,M LYNIV FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4'. ANGLE CLIP MUST BE WED IN PAIRS. 4) SUTISTRATES: CONCRETE SHALL CONFORIA TO ACI Wl SPECIFICATIONS, HOLLOW AND GROUT -FILLED L CONCRETE BLOCKUNrl' (cmu) SHALL CONFORM To ASIM CM. WOOD SHALL BE PRESlIURE-TREATED DT Z No. N705 IT FIGURE4'. FIGURE 5: FIGURE& YELLOW SOUTHERN PINE WITH AN SO OF 0.0. ALUMINUM SHALL BE 6083�1`6 AND BE A MINIMUM OFAW LEASTAW THICK AND A36. ALI- MC14ORS INTO METAL SHALL EXTEND AT u THE MATERIAL. #10 & 012 ANCHORS INTO WOOD MAY BE STEEL 1M S.S- OR 410 SZ. a F THICK STEEL STUD$ TOBE A MINIMUM GRACE 33 AND.045- THICK (18 GWGE), STRUCTURALSTEELTO BEAT V X r X.37V MULUON LEAST 3 SCREW THREADS BEYOND a�% a �F/.ILICU /()NAL 0,011� A. L%N MtLLEII, P.E. FL P.E.# 58705 TABLE 3A M-IfIa- Cepm.1h, Tablo Obsyly) Opening in (Iarvwfta*6parriW nythend) 010POnIng Height 701' Wyimnhu�)41) nel2m) -wN ON ION 140h Imn RNWWA 1W Indw," M. R=. T=r "=e I 1=7 W=w ly"'M VWM "N"N' tnpm Z75 x LNMy Q No leoft LOJIM mtAlum Tub. Won 11 li NO N1 11 Off 111"I 1111,11 Ili Il .11 111H 70 T" I I IMe 4" 111 W19 W 170.0 Me No nee $I- 111 121 We IWO 1 1700 1133 1741.0 On 151.6 It" I ITY ims III" -4 i0A Toz no m me im 17A 1032 TH-0 -w m5 m '01.5 my 714 95.0 M Imi, 10. 60 70.4 79 m 0.2 W -�m -Z -t -io -9-s- 74- 70 IMA 317 Sle M 20-1 W Win UA ZW MA 257 7 _x4 me 11. a US 121.31 217 1 at 244 12.1 W We 20 17.2 HIT 191 217 1.1 ION V� w -- -341 -W5 202 , W 5 01 IT, 1NQ 16.1 buy -LO -- - - - M 215 2i? 194 -Fa-s -i-s 795 -ToT Taw- -7,57 .. - - - - - - - - - - -FM7 81 79 - - - - - - - - TABLE 33 I An ... In -11yvT.hM(I1:sI 3.5k COo. I &'1W E: 114- 68 Ek. N126INI 0126ted Ne 1 WN'W.UN.. UVEW.Wuom ftmit,N o- &.1051 8.(05) An.h.rcup Paerts r . 010 (I.M. I- 2A.Nrefl)115'�Q o' m" 1 4m. 1 IN. !.A- be " "0" TT. IN "N' r2';LL_E�o()1nn %0 4Am"QI.IfyM1NC o e= r5Ehg05W WA WA SNIN 1! WA! 1 IN en, My, MIN "Me loom 519.1 ee WA Mon Tue. q =2 A ye WA 2Kwoo Zj�j t�e IN WA I KA NOTE FOR THE OFFSET CLIP. USE TfIE SAME ANCHOR PATTERN A14D ANWORVALUES AS THE STANDARD CUP. C--")CIRaED VALUES ARE USED IN THE EXAMPLE ON SHEEr24. MAY .ANCHORCAP.- FIGURE 1: FIGURE 0 0 TABLE NOTES: 1, SEE 51 FOR NSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. ITS 2' RGENERAL INSTALLATION METHODS SEE SHE , ro 2) UNEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS AULOWASLE� I.cDv - -F FRO, L.20 ,\N Cj�j 1,YN,V 4fll FIGUR93'. 3)MULUONANDMULUON CLIPS SHOWN ARE NOT TO SCALE FOR EXAM DIMSNSIONS.SEE SHEEIS 21-23. FOLLOWING DIM�SIOMRESTRICnONSSHOWNONSHEETS2i-23. 2.1 5W OLE ILLED IN THEFIB-D H S TO BE DR! GGESTED, APPROXIMATE HOLE LOCATION& FIGURES SHOW SU No. 08705 ANGLE CLIP MUST BE USED IN PAIRS, 4) SUBSTRATES: CONCRETE SKALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK MIT (CMU) SF16U CONFORM TO ASTM r-80. WOOD SHAUL BE PRESSURC-TREATED T FIGURE4: FIGURES: FIGURE 6: yELLOW sourri-tERN PINEWITH AN SG OF 0.65. ALUMINUM SHAUL BE GD�TS AND BEA MINIMUM OF.12 v THICK. STEEL STUDS TO BEA MINIMUM GRACE 33 AND.ow TqcK (18 GAUGE). STRUCTURALSTEELTO BEAT UEAST.126' THICKAND AX ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND i'XZ75'X.37VMU ON 9 1� THE MATERIAL #10 & 012 ANCHORS INTOWOODMAY BESTED., tNSS. OR410S.S. TABLE 4A - - - - - -- - - M.11on Cap..ftyTable (lbale) opening III #� yIIlEm*Gpw"rp n%nons) crOpIntno Haight (W t0fimolatYSP MX.) om TDIR w IR cob 100h 12010 140b lob R.WNW. M.P'm Tm" NR,Rr Tfwffln� R.I. TROWNe _--dj =40"I MT LI,woe I W,,kIg LI,aft ixzlsx LNdV LNJ`g 0 "'Llox ASOAIUM ""'Aluo" T.b. Bb'o.n th Will 435 17U go 1170.01 age ITOA M IM0 via 170.0 111 v, 1 17EN 111 170.01 JVQ I 170�O I IN INO 14M 170,0 M ift7i 10201 I"A 1521 IM -VIS" ffD20. 1 Igm 11molegolinol 1 1 M I Veal Me 1704111" 1 170A I fal 17001127511700107 17001 14171'Tool 60 "1711417 117101 No .00, UER 1170el 70 IMO IM 1 17(o W INA IRS ITQO M IWJ IMI 170.01 747 HgA OR I IM0 1 To 121.0112551170.01 7M :20. GIA 1238 0001 IN [%ftZ5bj 17001 T47 �21 T 1 ja2l 2: 1 IN.7 il" Ine I am Nal I IMO am IM-6 ill! i LIN i 1=1 11VI IM01 am n,0 A 111A I Me Ilao Ina gal .a age Z TL2 1 05 1 ill.41 715 gI!. 1 1!15 ".a pis 11" 7t6 1110,01 701 as 015 144.5 745 109 015 IR31 = goo 1 015 11210 725 05 00 12U M1 I) w lim me NA I ON 1104.51 652 75 03 R, N.5 Me M2 ON W.1 M 47A Wo 22 Zi ImAl I 710 TRA wo 472 1. 11 TV Tot am 0" Me M a7 me ag a 5.3 Re _!!7 Tab 101.71 No I IN., I go ".a me all, No M 0.1 5. 6 440 TOM a" 571 QEA IN Mi 571 it me 5 1 54.8 40 4 4.6 425 25.0 542 0.1 423 To M N.01 M TLa M 2.'i' oo 155� _ziT - T0.4O4 �11 - - Z_ i'l -!.!.! I., 00b ___ 521 I 407 MJ III, am 1 #;41 - &3 IN lag 2M mb 4.0 me At 0 me go 358 372 314 7 1 LM jA Me 3% Me IN teeh Xj = Me 2% MI IN 2 1, 7 2" IaA w I lag -TiRW na M, a3 u2 ni M U5 JU Me Me 715 -Fw-h 2ze 229 1 IN M .... .... ... AnchurClIpPatteins !I I so SRI 5. 15 E 11 YAS ft. $10SW 8126int ORSINI Mir R. III= 1 19. a. uik.�. NIS' Eic. UIVIINR VVE10tRNI. 1 tebwar .1. ft.#3Nft.(GI) U. I ARE USED IN THE EXAMPLE ON SHEET 24 .ANCHORW.- P FIGURE 1: FIGURE2: TABLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2)UNEAR INTERPOLATION BETWEEN MULL LENGTHS ANDA)ROPENINGWOTHS1SA-LOWM� -1 I.ODW �phtlaa D""Z GO FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ME NOT TO SCAUE. FOR EMT DIMENSIONS. SEE SHEETS 21-a IN THE FIEUD FOLLOWING DIMENSIONAL RESTFICIT DNS SHOWN ON SHEETS 21-23. 2.160' ANGUS CLIP MUST BE USED IN PAIRS. HOLES TO BE DRILLED FIGURES MOW SUGGESTED, APPROAMATE HOLE LOCATIONS. NFOW TO ACI 301 SPECIFICATION& 4) SUBSTRATES: CONCRETE SHALL GO HOUOWANOGROM-FILLED No. solos : = TIE, Lu CONCRETE BLOCK UNIT (CMU) SHAU CONFORM TOASTM C-90. WOOD SHALL BE PRESSURE -TREATED AT -Or 4e, FIGURE 4; FIGURE& FIGURES: YEL LOW SOUTHERN PINEWITHAN So OF Lage, ALUMINUM SMU_ BEENDSMS AND BEA MINIMUM OF.i2w THICK. STEEL STUDS TO BEA MINIMUM GRADE 33AND.M' THICK (18 GAUGEL STRUCTURAL STEELTO BEAT I'X23VXAS V MULU*N ........... . p� UEASTAM' THICKANO AN. A-LANCHORS INTO METAL SHALL EYLTEND AT LEAST 3 SCREWTHREADS BEYOND THE MATERIAL #10 & 412 ANCHORS INTO WOOD MAY BE STEEL, 1" S.S. OR410 ELS. ,, 111110" A. LYNN MILE.ER, P.E. FL P.E9 587D5 mal..C.Pla YTealsobsol oponIng dth9"vmrI1ca*sp�q imcolloVosenoll; Helightmrhwwod "w"m manm) "I. m b 11 h I two 14-M no 1-.3.125'X ww'do, WORD ftoru"I Loam ftt". LuJog i mwm.,O. Wan goIiw. L.". oopmom. �uan m,vow. Luln To"'m Luilog RoV.90 Low, T-101.2. �og lodoxoJOr I I... T,D111" I.DoRN �ovd UoRmw TD111m, Lud"d �11 L N LoLdho "hogio. Uo" Tn"N'S' Tube Man 11 HII I nop 1 IL021 !35 1111101 744 10001 478 IMO ON T" 0 No I?" 1 902 1710150 1710 "0 lild IDA 91 "A' L In, no Ul %?&o RAN ino all 1704117351170.01 621 154A I= 1 17CO 1 521 �Lmoj A Wool M I 17" 1 ON Ing 1133 17 :0! ow .0 1215 no en 1111. no no ON 157.1 15n InD ON INA 1577 ino ON VOLD IM 17CO W JaMbIlInAl 747 *M*04 700 1 0 70.0 ON MA 0- IN .0 T, 0 o lug 170.0 747 -0 Vale IN 141.7 140 INA -�"-o To -wi- 1033 INS 170.0 19 ILIk 21 In. �1 on 011 InA ON ITOX ODI 70.0 ll$ 170' 7. " TIVA -L- Iffe 170.0 ", in INA 10.1704 W 149.5 14M Ing I' - ON 124.0 Vol in. ege �! n; NI 1"'011mlimol no W5 IN no no &a - IN.? Do 107.0 m 1w use two 017 111.0 1160 140.7 910 $14. 0.5 flog 141 On I no I imo i ow I Ima LL*- me I ING I Ing I ON DIA w 5.6 w ilgA im 1412 IN lag lug Ing ON we lug jn5 'n no ng IND IIU = 03.5 lug 115.0 010 OR lug IIOX BID r-mh-T1-m8T-m- 170.01 789 IN.01 ON 1151.31 804 119.1 15 In, 793 10*2 ON 121.4 775 MO 00 %12Z No 04 m '_4 IK4 1W 757 8a5 ON W 740 90 NO K7 74 at M My 740 no INAO M jos�q Off IWXJ 802 1114.0 . 91.0 603 1-13 -- 503 M 91.2 " ON 71.4 513 me 440 44a On 1&0 no _. W aS - 80 - N2 ON - ".9 No GOA On 01 en OR' W MID 1012 ni 1141 09 90 ni 070 LJO PRO 721 0.1 ON ON oil IZ 1. 7i8e -Z 11 60.7 721 70.1 ON "A 721 a, " 570 On 455 ni IDA w Doe ui we 0 3m ni Rei m 70h lol, M INA 09 M M NA 0 M2 MA IRA no WO at IRA 70A on ORA ON NA ON W51 RDA No ge . Ro' 01 411 M U.1 Ul DO, M 51.3 W 31l M 50.0 534 wh me 5T 07.0 AN Ke 614 574 m L7,1i !:2 !2 514 44.6 as 514 40z 427 no 514 37.3 AM VA 4 a 412 614 A W -�2 W 514 a Who 54.2 AN DOI AD No in I X4 NO "A 40 An X3 3" no An .0 - IRA AN - IDA 5: 101D 38.1 no w 31.7 ov U7 3 17 MTT 2&2 - -SW 21.1 SO? N' 1.71 1... 1 my 7u; iss w-i -TX JU Rga 13A 357 10.2 In 1.0 0 TI-4 I In "1 HILO 201 ItIO, 311 -im- -ED m -RT D&I NI no IN mi m VA No 2� i D.1 �!*! "31 3, NA Doa "1 ME 10 NO 14.6 A 218 -iW 1 25 IN IZO -�i-4 213 11.0 DID DID 13.6 NO n3b V2 No -jj2 [IDA] X5 17.3 11&11 N2 I M 1641 IN I I" r"44 �11-1- 2 it -iw 7" go a.7 ' No No 7oA A..horCOP 1D.UnD. "N' wulft" .2.1 I 02 Ow I J=roj=j� A=01=1 (G� S'. (GS) woc000lanoml I- I I FIGURE 1: FIGURE2- FIGURES, 1 0 11 0 0 1 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGLRE& FIGURES: Nee M:�= , ANCHORCAP.- �TO OBTAIN THE -ANCHOR RED'WRRESnNDNGTOM REREQUIREMENTFORTHE tTiSLOWMTRANTHEMUWON THE TABLE) OF THE SELECTED YIELD A MNIMUM ANCHOR I MAY BE USED TO QUALTY NOR OPTIONS FROM THE TABLE NOTES 1) SEE SHEET I FOR INSTRUCTIONS ON USING THETABLES AND SHEET 26 FOR INFORMATION ON L�ING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS 13 ALLOWABLE. 3. IF a�n 3) MULUON AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EYACT DIMENSIONS. SEE SHEETS 21-a HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21� FIGURES SHOW SUGGESTED. APPROMMATF HOLE LOCATIONS. TRA RETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND GROUT -FILLED SUN TES CONO 101CRE EBLOIKUNI (CMU) SHALL CONFORM TO ASTM �90. WOOD SHALL BE PRESSURE41REATM 500. T YELLOW SOLYTHERN PINE WITH AN BE W 0.65, ALUMINUM SHALL BE 6063-TS AND BEAMINIMUM OF.125' VX3.12VXX�UON THICK STEEL STUDS TO BE AMINIMUM GMDE MAND D4V THICK(IBGAUGE). STRUCTURAL STEEL TO BEAT (I-WWUION) L�T.125' THICKAND ASS. ALL ANCHORS INTO METAL SHALL EXT�DAT LEAST3 $� THREADS BEYOND THE MATERIAL. 410 & #12 ANCHORS INTO WOOD MAYBE STEEL, 1M SS. OR 410 S.S. t� Ly vy� �Iv' t fxr- 10 PLOR0 1� A, LYOO&ER, P.E. FL P.E.# 58705 TABLE CIA Miml.n Capacaty Table Ionfil) 1.4x.125 Opening Ill(TwwrJACRY-P� 111SIOM) a, -011"Ina HIgN COX tolottuRy.-P Ina..) MCA I. I.. a Paat.'W� I �Pffloal- 11-011,,o Low"' WMIN 07- W-M lo= �mw.' T*74" GO 10 1401, Red%.' 7'. Imle Reet� 11VITIMAJO L-aft Alum.Tube munion MCC, �.�.�M.117 Z! I Maim 7110 "C"', %to JOAN Imolowilmol4la a.0 1155.41 Ia. A "a 1170.01 n. 047 I No "T $11�71'2 F170.01 00 �1. . JIM0 fairl IN, HIA 711S AM 2 all ON MJ2 n �74. I . n? No M M NY NJ "a I.- Into I InOj INI total I.. 1132 Mi 8910 No 0.5 9.5 �'-" we NO I IN21 ON I .' Me, M M W 470 w I i".01 ii Ina I I INA I .... 1015 IM6 04A 0.7 40.7 ".a at M W I ate I '- I'm 052 NJ 474 419 Me I In, 17U Ina Me ITTMO In I "OLI ITA NO X3 0.7 409 ".a ON Moo im lite lite �1F'11 - 0`17 09 781 M M an my Raol InAl jLLLnA I'M, Ina I= TM-7 INA no W " A N, AN !W! 7" I" 2 1 NO 7;T NO pit 72 -0 110,01 1=1 .0 IM 1 111113. Ko M We ON JIMAI IIN 1 1012 AN me IN M ITMO 1 ".a 170.0 L 04�14�-z -00-9 71A 47.1 no 519 01 m Sol IN 60 50 49 To -!!- Ina 11116 170.01 IM 7111 112 INA 91.9 BOA we 31A ZZA 1 Me I I.i!171.4 IM12 m IT- 1 947 w 1 4" 371 INA I I'MA I 0 1 2. 11001171 �11- ICLI QA 1 UA nA NJ An An 7 L. 7M No No AN MCI I AN AN I AN =1 INA1 1101 10.5 IMA 1 al ".a 576 IM4 MAI N.7 MCI MI MO IU* 105 ICU 1042 No 917 me M M m M 377 377 IMO Ing Ing mo me 1=2 114.9 110.2 U7 too AM z" NO =0 no No AN To am 72 7111 IU TO w M an 613 N on 5 M `0 30 17 317 170.0 13M3 Ilm Ina lob ".a No "I 416 no no 1001 t4U 13011 129 110 ON 94? all Tot w w ale 3" INA Ina INA INA 12CLI ICAL4 [74"'35 pol 7613 1.0 57.3 341 .0 0.111 .a JM0 Met ON M NJ 702 745 7 713 we AN ON ON 573 3 an L No No 1 310 I. 11456ti4ag 117 JiMa i__ 71 511 0.5 41.3 w 24 .0 MA 14A U31 U7 me 7w _j4 513 In aw 11704 Tio�: _ jaO no 11 MC; Nt 7" Too 6Z3 3ZI obe 17.1 755 - IN f"': -m sw 4M No U4 111111 IVA 11401 !lj __ ".2 V5 MCI VIA 17.0 ISM - 1 IIN No 701 I M M Jill =0 1704 17" 17U MCI I I'm TO NJ 'I'm ON Nx M3 M ON 31.6 310 . 216 39 'N -we 71-3 t!!2 .3 214 No .0 '. , mw 214 M 20 3011 211 214 ZIA No No 2L7 w I '* NA NO 192 'M� CAI Ise NO Im t"Ie 172 IN TABLE 6B 13.5tedle 11.1,coln 1 &A, Ve Came, 1123iCti 012431ed -U.. �vo* AncharCUPPattoms 1. EAgo mewaa 2-107 1 2-� Muc I -.1- 1 1�4- r 2�" �.?V Mh 0A. I... crerm.1 W (CIA. 112),�j Ut. No -TO -j�O�ft ON" 1121)[C. ae -WA He -760- NA CIA to 40 .01 =1 VA WA A W.A 4 O.Q,m MCA" Imm 5A) to m1b, A 7(Oft _F40ft TOON T Oo --I-' A'Va DIA eta IN wo 1% NIA I Ig FIUOINM.121� .j �3p WA -r78 MA WA - -TU IMA - WA -TI5 A WA A Mo N -WA IVA U -Z. MA ft WA - 440 ft A I ft IIIARM 4AOQ�Q - WA WA WA WA F7-WA IVA WA AM 1. IN NOTE: FORTHE OFFSET MIP, UShTHZUWbMi,"VKC`AI TABIENOTES: FIGURE 1: FIGURE2'. FIGURE I FIGURE4: FIGURES: FIGURES. 1) SEE SHEET I FOR INSTRUCTIONS ON USING ME TABLES AND SHEET25 FOR INFORMATION ON LOADING SEE FF7SHEET$ 2-4 FOR GENERAL INSTALLATION METHODS. m-m M. [Eli 2) LINECAit INTERPOLATION BETWEEN Mlt� LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE- ICU. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXAOT DIMENSIONS. SEE SHEETS 21-23. HOLVt TO BE DRILLED IN THE FIELD FOLLOWING DIMENSION& RESTRICTIONS SHOWN ON SHEETS 21-2& FIGURES SHOW FIGURE6�. FIGURES; FtGURE7. SUGGESTED, APPROXIMATE HOLE LOCATIONS, F-T-] 4) SUBSTRATES: OONCFEI"E SHALL CONFORM TO ACI W1 SPECIFICATIONS. HOLLOW AND GROUT-FILILED 0ONCIIETE BLOCK MIT (CIMU) SHALL OONFOW M ASTM 0-90. Moo SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0,55. ALUMINUM SHALL BE ACXS�TS AND BE A MWIMUNA OF.12V THIM STEM 'TKCK E LEAS .1 5 STUDS TO BEA MINIMUM OWE 33 AND.045- T14ICK (18 rAUGE). STRUCTURAL STEELTO 8 AT T 2 ANGLE CUP (FIGURES 536) MUSTGEUSED IN PAIRS. AND A30. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAI- 010 It #12 ANCHORS INTO WOOD MAY BE STEEL. 18.8 B.S. OR 410 BS� Low. �;�! 'N . Sg� 4.000- 8vor wMe f 12T & . ......... L R- * 'M , I-XVX.125' A, LYNN"UUR, MULLION FIL P.E.4 5870! P.E. Mulflon Capacity Table Pan) Opening dith(forvadfimly-OP01111 70M min 70M raw muffioner) or Opening Haight "In (for MAnceddy-mB mullons) -7 too 140t, I IN 1 .4.X711 b=." unnerves, tand, Taplft%1 tomil, INPID il fticewher Us&, Itaysim, "c"b" R01.9pro ISM.,; L. 9 lesding U.dq I'S"I'deng. LN00 is"unes"D (Andar, We Loseng Locang Alum. Tub MuIllon lid, 1 42M Ine 620 lin.0 SO IIDA 1 7" 170,01 473 170.01 M .1 170.01 Wal INAJ an 11700 1 619 Imal ilia I lmoi On 1170.01 !M IND 21- f I'm IS- L -1 Into Ina nos I "I Ina] 103 Ine an Me W Noo I ON INS I .41 OM IN.01 ON 170.01 M IMO I 11M 17001 MI 1734 1 INS 170.01 On live 1 1417 170.0 No a 1719119" MAI WD 15 16 =4 1709 ON NIX ON 1=1 fam 170.0 1 let INS I INS 1 702 1 OU 170.01 I I 110 US 170.01 IU51 nick 747 INA 14" Ina IN , tin 1 0. 7. IWO late 10.01 7W INA ___ 1019 170.0 WIS INM 612 J"D I sm IM.01 691 a Ins 11110 170.01 I 7541 170V " in 11215 170.0 '00 no ISM time am INS Ins 1 .1 line me act Ine Iraq Ime at man III US In, "I In, JIM 1=1 me NOUJI240 IM.0 SM INS 1417 ITOS " 044 JIM IS" 1170.0 ON IN., late Into Im DO a tole 10 ill.0 ".0 1079 INA IM SIX rate I".0 wea win 1710 INS ink 745 true "Is 1710 1 50 L#M I II&A ON Inc 14M 0 170.0 NX 1015 JU.? IUD IRA IWO 141A led 170.0 tin IRX JIM IBM E. INS JIM i-, mcr GO flors 107 U., US 07A 157 - an in 974 Ireo I Too Imal 110 `J- last -.-. - N. �m. 1 IRO 1 I= INS 14U 1 70 .0 "a [ 101111 ISO, 1472 IWO 1145 12" INS TH. -;-- in JUJ l4re 1 47.9 91.9 N' ["A Mn IWO 11. 03 '472 IWO " 04 Lmo 170.0 on imol IV5 ?Me I %BOB I IWO me. INS 1320 I INS 1101 1=0 I ISM 149.9 'ON 1173 IUD INS WOOD lose I an _U0.0 7N-9 0.0 INS .0 HIS IS. 76A 130 JIM 1 1013 0.0 - IS20 1124 1012 76 In M-' Inc in JIM 1100 JOB JIM 158.41 1013 1282 JIM 139.0 ON 1122 JIM " Ne.7 Nor 00 93.7 INS 115.3 SM 09.0 11" fare ON 740 1 110 N a 11 - KI 1184 0.1 a" S&I IN M3 NO 2 Ran wasi tiviTm-A W Im' JIM 147.01 am M 110.01 1124 Inc 047 IUD IIA 115.8 ON. US J1241 mee Big Us 1124 to a N .2 IN, T- 79 ago - 0.3 1124 U., at 41S 1124 512 ON me 100.1 40 111.5 INS 0.1 U4 _724- SIX Sit Sit Is, "X 712 M.1 Ut as 702 U.0 M - - -41A ON W "I Us Me W, No ance US W 4?.7 No 0 in Set TO SIX M 742 742 ON U1072 541 7 IFT 4. -7411 !1- "a Do; 49.0 014 1 31.5 4 391 5 SO NA 74 37.6 W "I'll, Us ON as an U.1 SW 621 No 513 .1 cas ow 1.. ON, 4 8 WX BID US NZ I al rz M DIX 472 1" Iffin SIX INS We W 48.0 me 6 t3w 4- 495 "X NX 417 No an US US 413 ne US DID -1 Sir St. SIM So. 05 124A I "'1 1. !.2 E1712 into as 4M "A 03 9.0 475 39.0 Sao NO s. NO ne - 475 29.15 BOX 475 254 400 US 478 24.5 4% US 10.5 475 1 151 1 -1 I'll 1 .1 HH!e MA 330 28.7 305 US 3. US Be' 1.. 291 16.5 No 17 W414 3 LE 713 Anchtr CmI Table Met SASin.1 2M CcoXn. 3.ftcmL Knoomu Fmd= p"'no' so", BI- Marston VS. Sees 8 WIV I'D N' 68 EW 710 f a" 05'and �..- [ urismultance IN' Eke Werme In.. Surj�aft. 114- Sm Us"S. AMuuV umE 1. ANOGSW an. N ft�PN men0m) AnthorCOpPathuns IF .,IV . I EneoftendMil I.' 1�4 1.114. -IRO -ft 2 ArOm 0 ZJW -M.O.C. I Vented DIMOOP QFV r Does 19 I " 201M 2' �Nec "'Ine Smile - all" 4& 1 +---� 14MIOLW -g-W-U WA WA W. sm- Sam MA M - =A res One am N am 11"Ble 2240be -WA MA ral A A Back WA -mrs, no 4 Iwas NOSS, Olum ISMA, 73conn, Means 0 IN me - Now _A NU resson : seem 11"we linne -11701. 1 So .am m4ft .in An Blom -0- me _A "'I,_ Issr. rur Not =4 WA Son WA WA WA -A WA _A WA - WA -- - MA - Nk --Rj- Out 1,30ft Searle mane me So WA 280m .A N'. WA Oro ON WA Be 442ft 1 584. 4.. IS I.N-Mc.0WF4Dc DQ..I 480ce mOm WA NIA -W A NA met ans Mine le. A 1A 1A So malm I NOTE: FOR THE OFFSET CLIP. USE THESAMEM ES AS THE STANDARD CLIP. 1.062- RE9,. MM FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION FIGURE I: RGUREZ' FIGURE 3'. FIGURE4: FIGURES: FIGU ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. ff_7 Te-fl 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE- M-Mn-plmll JI - .1 3) MULUON AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EYACT DIMENSIONS. SEE SHEETS 2 -23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4., V .375, I-x4-x.N5` � MUU.K)MJ FIGURE 6: FIGUREO: FIGURES: F-1 F1 F 0 IF .-I I ANGLE CLIP (FIGURES 596) MUST BE USED IN PARS. SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (OMUJ SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN ED OF 0.55, ALUMINUM SHALL BE 606�TSAND BEA MINIMUM OF.12W THICK STEEL STUDSTO SEAMINIMUM GRADE 33 AND.04V L THICK(18 GAUG4 STRUCTURAL STMTOBEATLEAST.i25-THICKANDA36.A�ANCHMS INTO METAL SHALL E(TENDAT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 910 & #12 ANC14ORS INTO WOOD MAY BE STEEL, 1" S.S. OR 410 S.S. MD. 60705 FL P.EJ Mean.. C,N.AV Table (Wate) opening 21-0-porungH I nAIV.Pong I 11 IS I"In ON mi. Age, �IgMgfor lob 1601, L." I Lad, R...,I .",.r Inp(TS W." TMONS A i EnwvA, lueolm T.gmn-g. LIsAn, R.Iva, JNdM I T.PM "I wag Ran""" ",an "N' ",a R=,I. I IS W=n. a MUNIng lafto .1. Wag .286- Mum Tube Mull 1,11, I 42M 11=01 MI I INA 1 435 IT 0.01 744 1 IMAI 478 IMO I M 1170.01 AM INA I =1 IMD 1 616 INA I Ilia 1 170.01 Mi INA IMO 170hi Ing INS 140 170.0 91 Ing Ing 17041 ul 161AI Ing goat mi I ab 11"Al 706 1 Ino I gia, InAl No I Goo 1 5" 170.01 an INA L�Z "A U. 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WIN AMArC1MI C%P fla, Ill MI I R MA WA I -A -agaggen NASA Jim" "A. 'i .., i NA WA NIA -TW-W - MASS ON" iiMbs oA-;l negn ItA. lem" mo-w Offile, RA MUM I I.. Me. I NA I . I FIAL JIM an See AIR "i" T PJ�471�1-m Sea" Me "S 4; Me Image Wift NA IVA NOM-FORTHEOFFSETCUP,USE IHZ FIGURE 1: FIGURE2: � 0 1� I * 0 1� �� 0 " FIOURE�' 1 0 0 FIGURE 4; FIGURES: no: ANG� CLIPMUST MUSED IN PMRS. FIGUREO'. TABLE NOTES 1) SEE SHEET I FOR INSTRUaIONS ON USING THE TABLES AND SHEET 25 MR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) Llfl� INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING W`DTHS is ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. PON E)(ACT DWENSIONS. SEE SHEETS 21-2& HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATION& 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT ICMU) SHALL CONFORM TO ASTM C.M WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF DE& ALUMINUM SHALL BE 606346 AND BEA MINIMUM OF.I� MICK STEEL STUDS TO BEA MINIMUM GRADE 33AND (MV THICK (18 CAUSE). STRUCTURAL STEEL TO BE AT LEAST.125' THICK AND AM. ALL ANCHORS INTO METAL SHALL MMND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 010 A, 012 MCHORZ INTO WOW MAY BE STEEL. J�B ES. OR 410 SZ. *:: w. '8705 YfMNIftER, P.E. FL P.E.0 58705 Walk. C.M.Ity Taal. UbwVj 0P.M.0 dffi So w MOD") or ope.1.0 R.'aht(onhaft W-apnJilm 0 h Imia awl..) ink all K h lok Hok Ink ak,wk,,tk �"ak, LoaJIN ainm4wa I ko,fto R.W�kl T�Tft. M'd.1-lar Tm" Nk-QkW �.r �dow yw�. .,=, I It Jw Tkokm- L.ft TkAkam; �Jk, X V10 AINJI.Tilb. 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Imak mom mm NA 700 Iba As. m IN, an% an N I. 3A.Tokala.-olk... WA INK WA WA WA WA WA WA �.A WA INN I.-. INN . -1. .-- .-- 1 0 3 Mw 211m Now 350ft WA WA I IN, 1 WA I " I— mak FIGURE It 10 �� II FIGURES: 1 0 0 1 FiGURE4: FIGURES! m: FIGURE!2, r_� 0 0 CLIP MUST FANGUE BE USED IN PAIRS, FIGURES; TABLE NOTES:. 1) SEESHEETI FORMSTRUCTIONS ON USING THETABLESAND SHM26FOR INFORMATION ON LOADING. SEE SHEEIM24FORGENERAL INSTALLATION METHODS. 2) LINEAR WTERPOI-kTION BETWEEN BULL LENGTHS ANIXOROPENING WIDTHS ISALLOWABLE. 3) MULLION AND MULLION MIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLL-OWiNG DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCAMONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 090. WOOD SHALL BE PRESSURE-TRFATED YELLOW SOUTHERN PINE WITH AN So OF 0.65. ALUMINUM SHALL BE 60�Tli AND BEA MINIMUM OF.100- THICK STEEL STUDS TO BEA MINIMUM GRACE 33AND .04V�ICK(18 GAUGE). STRUCTURALSTEELTO BEATLEAST.115-THICKANDANLAUL ANCHORS INTO MErALSHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THEMATERIAL. #10 & 612 ANCHORS INTO WOOD MAYBE STEEL. 18-8 83. OR410 SS, FROM THE Jt2VX3.2eX.IW MULLION ILYNN N, 5870' FL I f%t1= IVA 1110lon C,piefty TabIn (RISM opow.,; MWOM) IS h "In 100 In SO In win lob nob 10brOgle, Itobn1mg. 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FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACt 301 VE(SFICATIONS HOLLOW AND GROUT-FILI.ED CONCRETE BLOCK UNIT (MU) SHALL CONFORNA TO ASTM Cw. WOOD SHALL BE PRESSURE-TREATEL) YELLOW SOUITHeRN PINE WITH AN SO OF 0.55. ALUMINUM lg� Be W63-TSANDBEANUNIMUM OF.IOV THICK. STEEL STUDSTO BSAMINIMUM GRADE MAND .OW THICK (18 GAUGE). STRUCTURAL STEELTO BEAT UEAST.125- THICKAND ANLALL ANCHORS INTO, METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATMSM- #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, IM SAS. OR 410 S.S. IIVX3.WX" MULLION LVIN Qj .......... No. 5S705 A: L�WITMIMR. P.E. FIL I P&$Lt I IA Mullion CappolorTaboo PluM 60 In win low So an U01*111fils H0I9bt0uhGflaENA1�%J- "In 10 w raddons) I20w 1401, ISE In TrzaRU., w Aid. p b"Inal Twtrua,, talon, Nowlin, Unswo TWIT!". Annuli Aidin,uli, Land, T.00.9. Lcol" And. &a I wifto RwdI T.Kwq. Iwaw, NOMIll Alan And own, I Lima, iimun. 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SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION B ETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABUE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23 HOLES TO BE DRILLED IN THE FIELD FOULCINING DIMENSIONAL RESTRICTIONS SHOWN ON S�EETS 21-23, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE I.OrATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU� SHALL CONFORM TOASTM C-110 WOODSHALL BE PRESSURE -TREATED YELLOW SOUTHERN FINE WITH AN SEE OF 0A. ALUIMI�Ui, SWILL BE 601)�Tfi AND BE A MINIMUM OF.100- THICK STEEL STUDS TO BE A MINIMUM GRADE 33 ANZI AW THICK (18 GVJGE� STRUCTURAL STEEL TO BE AT LEASTJ� THICK AND AM ALL ANCHORS INTO Mffra SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MAI�ERIAIL 010 It #12 ANCHORS INTO WOOD MAY BE STEEL. I" S.& OR 410 SS. TO THAN THE MULLION OF THE SELECTED MUMANCHOR i.2!5-X3A4-XAv1 MULLION p"i - N, 58705 PL 1AULt 1� Mulgon Capacity Table Vbmf) OponIna th (fw wr0w*sP8,,,iA wig MKIII0119) !1-0-pl"Wo H)[9111(tr "P-M, Imig Mdl=) "tI 1201, 140 In tww 2x4x2a L..a. Rmtw., I wigTl" Wan wluw,i� .4 TrWTABN R..w ."dw wd, ., LoIag" L'Id'o �WQAB` dbl Tmwd.g Ludir, 'uriuTub M-m- il� I I 1 11 J[ Ull 11, 1 1 a 70.0 m IT" 05 Ilob 1" 170.0 4" IX0 M 170A M 170-0 M 1700 Big 110-0 t110 46h u To I= 524 17 m Imo 171111 111TO MA Nil 17U 1273 60,6231m 170.0 747 7" Imo m Imo m 0 IMO 723 170.0 IM 17 Tgo Iml ITTB Imo m 170.0 win 1700 m IT.. .1 797 MA 12401 IIJ0 878 170.0 t4ly Ino 94 170.0 15" 1 83M 170.0 1133 170.0 T45 JIMI 1 1 Win 1710 874 a 1169 TWO Im Xh 170A Imo im.0 I 11511 I= a.. 17910 "0.0 876 BIT 11" .0 l4s.1 1325 IM0 I. -I ifto 10*117JO .... I Z9 .-I I".0 149 .... 13M I= I= I in 1114 mg, Iva 117.1 1 .,1. ........ . - i i 147.4 IM5 "A _L&S 417 t ;71 M IN 123� 1&1 MI 716 ITT, ws nil W 14,4 � 074 gig : NJ jelhl N`5 37.0 m elolml 74MU 74.0 11 M2129 9 , I gig 11 MW 11 31WO imi 0 M 11 4%H5Al a K? I= "I BOA I e2g 1" a M W� B 57.5 I Mg I� . 071 1 910 80 Na CIA W.? 104 m I 1" 577 161.8 147.7 137.71 121A 011 1. M 1 M K5 . 14&5 I MA 015 774 1 M I C41 43.1 My 131A�21il 152 Vi 19 1 W 40.0 "A US 10 653 184 11.0 U.1 V0 les Bill 919 TO M ".0 4U 31A 172 742 TOM BIT 40 w =11 1 7 MR on 09 M W 401 37.11MI MA 165 771 1 01 W 72 L_ MB G 70 AriclI.rClIpp.thm. �m I . owmw M25W 41251w Bill VIEK.Un.. 5,IVSiJtR.. gff. ft-fA g.,,, , I- , .., . I �vz 3.1ig, I... ME USED IN THE EYAMPLEON SHEET 24. .M�ORCAP- FROM THE FIGURE 1: FIGURE�. FIGURE& FiGURE4: TABI-ENOTES: 11 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 MR NFORMATION ON LOADING. SEE SHEETS FOR ........... tee, GENERAL INSTALLATION METHODS. 0 FIGURE&. FIGURES: 2) LINEAR INTERPOLATION BETWEEN MULILLENGTHS ANDDR OPENING WIDTHS IS ALLOWABLE i 'k, "87m 3) MULL ON AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR MOT DIMENSIONS SEE SHEETS 21-23. HOLES TO BE DRIULED IN SUGGESTED. APPROAMATE HOLE .250 F---] Fo 7- [7-- THE FIEIWI FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGU�ESSHOW .. It T)EOL LOCATIONS. ",'Z 4)SUBSTMMS.00NO�ESHAUCONFOMMACIMISPECIFI�TIONS.HOLLOWMDOROUT-FILLEDMNCR�BWM�r p I, FIGURE7'. FIGURE& FIGUREO: r-T--ol FIGURE10; M ANGLE CLIP (FIGURESS&B) MUST BE USED BE pR,,,URG-TEATGC YELLOW SOUTHERN PINEWITH AN SGOF 0.55. (CMU) SHALL CONFORM TO ASTM C-00- WOOD SHALL MINIMUM GRADE W ANDJW THICK (18 ALUMINUM SKALL� BE 606�T5AND BEA MINIMUM OF.125-THICILSTEELSTUDISTODEA STEEL TO BE AT UEAST.127 THICK AND A36. ALL ANCHORS INTO MErAL SHALL EXTENDAT LEAST $SCREW TX4'X..2 w MULLION A. LY P.E. IN PAIRS. GAUGE). STRUCTURAL THREADS BEYOND THE MATERIAL. #10 & 012 ANCHORS INTO WOOD My BE UEEL. IM B.S. OR 410 S.S. FL P.E.# 58705 I Ab� 1� M.111m, Camity Tabla ((how) Opening J, JIM wilmoyy-SPar" So In mdIIn;Is)crOponIng Height 01. DbrtooM Imon 70 W 140 In 1001, x 6 x.25 R.I.,dor L.Am Vap1dinng. Lnodna Rtow Loam I Mnm� �Jlr, �Vwm in." Looft Rn�wmd. I Loakg T.vm.m Lonld RV`nS"` 1 Wft Tropo1fwo. wing Alum.TubD Wilton In 11 1 Ila h a 11 JIM 1710 415 170.01 7" 1 InAl Cis n. JIM 17U M 111041 619 1114 11 H100 "1 -nm i111410 Zll", IT&S ul 17101 InS 1170.1) 1 IN 1700 HIM mo sm ��Irt J7U hol SN IMA I NO 1170.01 No Iz: TIN 17041 lin 1170.0 1 m 11-114T,04w-1 IN 11,11, I n' �,a. -0 NS n. iTu = Ino No III VIA No ImAl am I Imol eal 20-1 INS Jim lot Im 110 mo I m 1=1 Im 74 INA 14" 2-0 To HIS 1793 7. Im0 not -9"- Ina IN r��JTGA S 0� . ". '"Ib 11!7aO Sol 11.0 p'll-lu"I I" 71HO 1275 170.01 IN 1700 14U 17U SIT jhUl 15H HIS, No Von 1913 01 NJ ITSA I mt I I"A I NJ IMA Imo NJ So 7.0 To. No I No I.. 170.011240 1 170A 1 873 IRS 1417 111111mao 4- a" 711 591 2700 11110 InI In, 170S 1ZO!, 1 IS 75 .21 no,0113m Ima No I"A im 170.0 IUD 170.0 INA I".0 m 70.0 IN 170.0 Hot l7on F7W In 17. mo Join 170A I.= 1704 'Too 149 Is" 170,0 17SO HN Im 170,0 VS., 17011 JIM 111 mo WE I= I SO 013 1200 t311 170A 2125 7 n .1 110.0 jail INS IM INS IM 17AO IRS 170A VDA 15U 11" IM 170 min 1. Hlb Imin I"in 17MO 170.0 I la.1 MIS 1 111"Allow I ISH 110a I UJIA 14% 1 140 1 A 170.0 INA INS v2s INA Ilan Ina IDS'] 1700 M IE IMO 22C 1100 IISJ INA MI 'Ma 141.41 am 21'0 Imil".11 I I= 1518 1 %61 = =1 tou I= lull I m lampoll I U73 11 no I nulitul im n7 10151611 I.Sal 1=521 155411 1115 at ".I CA 92 � M2 = I .I H3.1 NO .� 2W IM 1130613AI 614 87A 2632 52 11, 81.41 INS 1�- TABLri3B F- Ih V4. SSE" UIV IA-68E 010 S- Mon Ec.lAsaa. Soon � AnnSOW W.-. A a S.cwt unn.(W) AnchorClIpPalbann, 2.1. Jo. 1. 1 2-IW 1 1 2 -IT -7� 11V Q-w ow -MH LSi JA- 1-'- -1 1-111 - "I" I 1 1- Nr I�w 1m4m -055- -17" -Tw-m -0 U -a. -m, -ffl-. -roe -ft I no 70IN imu ImIno oz. no nI 1- 7ww on iw -WA -VA WA 1 I In IN -7-�- ITS -H4- ON INS* 14M M 1010W 25150" NA :W1K 1 11 _T45-ft VA -w- no "Im -Tv- 4 A! 7WW Mom 15801b, lamw mom - m1no -� WA -WA 70IN : -1-M -1W So. imw 135oft 31mlbo -Tj�-As 7=-ft FIX 14MM 1760ft NUM -VA iw. Im. -�w m4oft Imm 2100 SA Imom 1781 WA WA IMIN -WA WA -WA Too Inn WA IVA 21"5. mm VA WA WA IVA WA ffA-- VA M VA IVA WA WA - IoM fl� -T- IMPUMER-1-MR.�= -WA WA VA W� WA WA VA WA WA WIM IV WA WA WA WA -ft -� CM-N [::IgW�A VE NJ 442ft 56W 4501a 891 706 mo 3m. 71 OU 4 In 4�g1d7VW.0.SJFCVpn Ilk AWE- AJOU WA 03 WA . m I 'A .2W FIGURzE 3: FKIURE� FIGURE& F1,GOEW.�GIJIlEllh. F13UR511: i) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOAD ING. SEE SHEETS �4 FOR GENERAL INSTALLATION METHOD& 2) LINEAR INTERPOLATION BETWEEN MU� �NGTHS ANDIOR OPEIRNG WIDTHS IMLOWABLE. 0.1 )w 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACTDIMENSIONS, SEE SHEETS j: 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSION& RESTRICTIONSSHOWN ON FIGURE 0. FIGURE7: SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED (FIGURES CONCRETE BLOCK UNIT (CMU) SHAU CONFORM TO ASTM C.SD, WOOD SHALL BE PRESSURE -TREATED 5-7) YELLOW SOUTHERN PINEWiTH AN SG OF 0.55. ALUMINUM SHALL BE 008346AND VEAMINIMUM OF.125- MUSTBE THICK STEEL STUDS TO BEA MjNJMUM GRACE MAND.045-THICK (18 GAUGE). STRUCTURALSTERTO L -t USED IN BE AT LEAST.12T THICK AND AW. � ANCHORS INTO METAL SH&Li. EXTEND AT LEAST 3 SCREW rxo-xz- PAIM THREADS BEYOND THE MATERIAL #10 &442 ANCHORS IWO WOOD MAY BESTEEI, 18 8 &S. OR 410 S.S. MULLION FROMIHE I'lo. S6705 �01 14A wh Tub. MR BLE 14B @be) — a �cmu F�= PTW� ma i 'A'"Eko W16-EkO W-880t. NIOMW 6123lull 0121UNI A w wurek. Vis-Ek.uw. IM-00MM. DIIAM. A. .1 I ..(M) 8'. S'. P�) nchorC[]pP.ftma I I — , &� 0,14. o.w I 1=01 4"W.or�- 7m— ki- .ANCHORCAP.— THE TABLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS CIN USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. flRe�UCTREVISVD SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDADIR OPENING WIDTHS IS ALLOWABLE, FIGUREI: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEET$ 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, 11- FIGURES SHOW SUGGESTED, APPROXMATE HOLE LOCATIONS. t .125 VNN Af ANGLE CLIP MUST BE USED IN PARIS. 4) SU85TRATES: CONCRETE SHALL CONFORM TO ACI $01 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-So. WOOD SHALL BE PRESSURE -TREATED f Nse YELLOW SOUTHERN PINE WITH AN 80 OF 0.66. ALUMINUM SHALL BE 0063,T6 AND SEA MINIMUM OF.lW ll�i— THICK. STEELSTUDS TO BEA MINIMUM GRADE 33 AND.04V THICK (18 GAUGE). STRUCTURAL STEELTO BEAT UEAST.12V THICK AND MO. ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND l�VX2.11-X.12PMUMION RWEGPV%L FIN MULUON) N..68705 THE MATERIAL. #10 & 012 ANCHORS INTO WOOD MAY BE STEEL. JIM S.S. OR 410 S.S. A. LVt FIL TABLE15A MulftanC Opoldna th(forwricaTIC-Parri mWICNI) il-op""IfigH ht(W �! onNICspa mWom) 113. In Imin wt. win 701. wb 140 w lob 3.2r 30 �dl I,wcJ10 a, I T*M.9. Lakin R".Ipfto �fta �Wftnq �av Rwt.ol. '.1, Ino'711.9 =u =u Trr R. -9- DEG.Al- DAYMULL din MCI in No iNQj M .1 IM-0 474 IN, 17101 519 170,01124011791)[521 INC 14" 11710 NJ INC INS 170A 01 140,1117401170.01 RI E70.01741 No I JNJO I. 0, I. Ircic Iran "1 1111 170.0 1417 17041 No IN NZI VOC 0 1305 ON t"01 M M.2 On 17QO So CoM5 JAI "In 7ab 170.01 V ime 747 No No, wt 424 40 111.1 ".8 171 427 37.1 M 7 170.01IN5 100.4 Ml 170.01 1710 747 07 164,2 103 10.1 1`43 130 IM01 INAJ L--I 1 -M. 7W In" I IN M.I 1 3 CIA :M M UK 170.0 1700 10.11 013 117.3 21-1 .1 103 1100 iL.Zol M !Z; - 0.2 JIM IMO WI Join 41.7 39t No wo 275 1 m I on '.x u I.. 2L) 317 MC 2H 21.7 317 N.9 2N BILE 15B Anchor Capaolty Table 01hol -. �i Etc 111112 at. 0. o . 1 Wlrlilt.mm. lie Em. uft.. In' a .6N) W-111.1 ArchorClIpPatienit, "" I ' am I E.= IV 1 .We i. r ItC 1414' 1 Ag- 2 �Gvm.2.0 I a.. L 11.1 - bmw No. No. IN WA no 1 WA VA FZ-Z III � �, FIGURE 1: F. I m FIGURE2: F. .1 � -7- FIGURE 3'. Cl ANGLE CLIP (FIGURES I-T) 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 GENERAL INSTALLATION METHODS. 2) UNEAR INTERPOLATION BETWEEN MULL LENGTHS MOMR OPENING WIDTHS IS ALLOWABLE, 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHER% 21-M. FIGURES SHOW SUGG ESTED. APPROXIMATE HOLE LOCATICNS. 4) SUBSTRA7ES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FIU.ED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO AWN C�W. WOOD SHALL BE PRESSURE-TRFATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM IIHALL BE 6063-TIJAND BEA MINIMUM OF.126- THICK. STEEL STUDS TO BEA MINIMUM GRACE MAND.045- THOK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.126- THICK AND A36, ALL ANCHCRS INTO METAL SHALL EXTENDATLEAST 3 SCREWTHREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-6 S.S. OR 410 S.S. 10- BAY 1UU-ION rz I t�o"36705 P.E. Mullion Cargoofty Table Obeffil Oval (forwriRdgsporran won arruil or Oponong Haight for hmml wt. I login inufares) Och mi. I loan 1400 look, 3.25-45 L*WA` I Ill v rinioll I Anew Taprl Uall fw�tlaqgo. LaWhe ThIPPIll wool Recto'do, Lowdr, T'ridDre, Loving Ratwor Und, Tlwmg usage fn�wnr �Dtfn UnIng Roafteroft, wall Trionfliffirs; Too"DOR, Traprill anneal Leaft T.Ologial Lvo Am 011 BAYMULL fill, 11 h 1 11 1,111 11111 1 h I h I h I h 17101 AN 1170.01 ass 170A I 7M 170.01 478 170.01 Me 170.0 W j,Aj M 001 Big 170,ol life 170A I Mi JM I IUD 1170A 521 ING I 14U INA 1 Mi Inal.Lus To 2 "s -.0. mi Zllwi free 1 70 1170.01 No 110.01 an Irsol ON Into I an IT" AN INA I lin 170.01 lost 170.01 IM 170.01 WT IRA 14171170.0 ON 19.71 JOINT 1710 NO 10.31 twor INA an Il I MW - I INA I 747 I INA I MI trial arge IMO I MI MO I INA 170A On iN.01 1195 170.01 M 17MO INS IN, 1 717 IND 14H 1 17DZ TN 147.11 1552 INA 70 INA logo INA TN 1IM4 last BAD 1 TN VMIn 1470.01 Nor 1170.01 612 INA I OW 170.01 691 INA 11110 INA M INA 11274, INA I MI INA 14N 17LO MI ins 145 ITIO ON Deal JAW JTOO Wt 110.6 1455 IND Mi 97A 140 INA Wt I AD on 1170.01 M 117041 MI 170.01 less INA 1 797 17U I INA INA US 157.11 INA IMUO I M 13171 IND 170.0 7.1. ass MY INA less ON 104.61 locre 167.1 AM we low - 157.1 in I ?as INA 157.1 Not al 117MJ ON '1704, 741 170A 11118, 170.01 Mal 102.0 1W ITAO OND 14L6 1 IN? ins I on 124.1�1,217 1521 M 114a U47 141.3 ON OBA 1241 INA ON SIA 1217 MY 1% 71.3 1247 13L7 M_ 05 WI, I INA I W4 il "a INA 11189 INA I OW 1404 IIN 1$17 05 TAB I HAD 147.01 945 F IIM 1. _ no HAD WA ins me INA rise IM4 4 Ot- ties 1105 ON 74.2 1190 fla.i aw ".a Iran I wa, in in. no 1010 No am C.3 100 We nu w IWO V7 IN wz 1010 07.1 Too Me 1137.41 ON 1410 TN 1141 M 1220 775 96.1 U InI Mi MA M OU 749 70.3 M W.2 TH ".I 62A ran 1127.11 mi fool OIL n4 10.0 at 1115 In K5 off no M TM MI Ill 713 70A Mi 01.0 M NO 01 Tel 694 0.0 Mi Art WT 44 MI 645 075 311-7 Mi M7 F72 al U7 As ...a B74 I we w 7ZI w 69.1 We No M 51.7 We W.1 W 410 No No No U7 CA No 47.0 WT 34A W are 510 295 M 112 Sri 5.9 448 MI M 95 M an of 'a go 1 go. 0.0 W Wl 40 40.7 M 51A 401 42.0 Wo 53 37.0 oft 41.4 470 Wt an NO 470 -Tn- U4 M WA 09 N, an I&A No 20 M 217 447 fill 47.0 49 j.4M3 399 Me 412 IN �LQ gas ".a "a _!%B 1.7 87 M_ We 09 HO M no vul 2 0 449 1 IIW 44.1 425 0. I or, 355 as a as 37.0 ON _!L2 31A 425 _!�7 Us 373 VA 425 _L_ 111 357 24.5 We 02 Mi 425 NO so lu IMI, no On - I 35: on 3311 at NO 294 IN 9 N4 25A $21 21.8 Bal no :EF -95 17.5 We w so 141. 212 1. , an IOA M - 17.1 23D no Arcane Itylabil IW.wu I Fill 11 FT I to V4-BS Molull also Or .1181 1231ad a. Loft.. 1 NO Will, Eol 1/4-EWIRDW. .,,,w 1114seEko AMOODI. 8l $.((Go S.ND ArwhorCllp PaMms I 1- 1 ill Biel V 21n, 4 .40' Aw a.." 1 .11. Ion- Iotv 14e I r I-11v I -In. %-1;4. 143fT Tw ed, 2 AIL�i, as e 0,nl 1. 4. VON Wane an ".,T IID 7. 'Wa al o.t go Be gog. F ,Dr. Me" an Be line, 11 1 NO.. WA I t0l WA I Ins" I MA I FIGURE 1: F IF] FVGURE2; F----] 17-- FIGURE3: r -- ANGLE alP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLENCIl 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMAMON ON LOADINa SEE SHEETS 2A FOR GENERAL INSTALLATION METHODS, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CILIPS SHOWN ME NOT TO SCALE. FOR EXACTDIMENSIONS. SEE SHEETS 21-M. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 3011 SPECIRCATiONS. KOULOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE'TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE W(Ifl AND BE A MINIMUM Ol THICK. STEEL STUDS TO BE A MINIMUM GRACE 33 AND.04F THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEASl THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL, #10 & 012 ANCHORS INTO WOOD MAY ONE STEEL. 1 " S.S. OR 410 S.S. . ANCHOR CAP. - TO QUAL11 FROM THE REVISED "'MoDeFluddii NO-', 1--i i,w �- 112W al'2v 2.00V 2. 1 t 26 L I- X TX.126' MULLION 17)(rX�17VWLLION 6062,16 ALUM B063-TOALUM X-SECTUDN MECTION .376'. MIN. STANDARDCLIP Ic )v II 6003-TONUUM. X-SMTION rA2F .376' M". -Tf A STANDARDOLIP 1X83-T6 ALUM. CENTER OFANCHOR HOLE MUST LIE TOPYIEW WITHIN I+tE CASHED BOUNDARY. SEE SHEETS �17 FOR THE ANCHOR GC. DISTANCE. MIMUMANCHOR HOLE DIAMETER, ANCHOR DMETER . 111W. .375. MIN. B OFFSETCUP W3.115AUUM. To�w MIN. U-CUP 6063-713AUUM. TOPMW ZIENRIERDFANCHOR NOHOM MUST LIE US MUST "' W1 T711 TH E E.'I'l D DOUNDARY.SEE SHEETS6,17FORTHE ANCHOR D.C. DISTANCE. MNKNUM ANCHOR HOLE DIAMETEMAICHOR DIAMETIG1.111V BILE 13 I-X2.7V ' 'U SOul-417ALU.."O" X-SECTION M ANGUS CLIP 605�76 ALUM 2.100- X-SEOTION .3W MIK ------ ----------- V6 ANGUE CLIP 606�16 ALUM. TUVII�W CENTER OF ANCHOR HOUE MUST L12 WITHINTHE VDArSHED BOUNDAR�. WE SHEETS &IT MR THE ANCHOR O.C� DISTANCE. MA<IMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER - ItIV. Mull Dimension (she t, PGT a mullion Bid. clip [Offsel Clip U-Cllp jAngloCllp V XZ' XA26' (5) SEEM ONI13M I 6681118M 866243M 00'eull- I- XZ' X.37V (6) SN114M 6661ilOM 668244M 66802M I"X2.75'X.376'(7) 66607 666115M 6661120M ONF46M 66913M I'X2.76-X.6W'(8) GOODS BW11SM 0661121M 066246M OM14M I- X3.125- X.SW (9) 66637M 6601116M 6661114M 663242M 41613516M 1.26'X3.188" X.26Y (12) 66641 EEEI117M W113M 666241M BMW -1.2WX2.iI-PX.I2W(I8) 89070 WA IMA lJJA OM17M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS &20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS & ANCHOR D.C. DISTANCE. 3) SEE SHEETS 24 FOR GEN ERAL INSTALLATION METHOD& TARI P A Dimenolon Value (In)i For Mullion: A B 1.625 2mB64 1- X2"XA2W Alurninum Tube MU111m, C c 0895 1) 0 0.740 A B B R 1.125 2*404 I- Xr X.375* Aluminum Tube Muillon C C 0.635 0 1) 0.400 A 1.876 I- X2.75- X .376AJorninum Tube Mullim 1, 3 3.00D C 57 —7,7— � D --T— .118 E ASO Min. A 1.312 1 1- X2.75' X Tube Mullban S C D i 0.831i� A 2.000 I'X&125"X Alum tSW C t%13 D 1A37 A 2.025 12VX3.16r X.206' Alum TUIX, Mull * a262 * D 0.862 1.762 A 1,813 1'.2" 2 .121��IURT I Tube Mull t� -1 I.M. -1 1.�, 1 1 740 og .125 --Ji-A26' 4 00 .. 0. 126' STANDARD CLIP 2.126 4. 30' 41 Y 'I I. 2.62Y �Tmum 21 2)(SANGLECUP X.SECTION, U-CUP 606�TS ALUM 600�76AIUJM* X.S�Iclnl A2v .12Y X-SECTION .00, .126' y -T - --T -T —Ix�xxv I'X4'XZTW 17XI. 121 MUWON MULLION �-MMUON 606�76ALUM. ecall.TBA-Um. 606�78ALUM. X-SECTION X-SECTION MECTION 3.250- --i .82W 1--7 --1 82W 1- --1 .8217 1, l.2S-X3.2VX.IW I.2I?X32S-XMf t2VX3.WX.W MULL ON MULION MULJON 101 60(�TliA.Ulwl. S�TBALUM. ONG-T5ALUM. X�SECTION X�SECTION X-SECTION .376' 3.12W lul n� iv -cmml�.Sm ------- IT q STANDARDOLIP CENTEROFANWORHOI-FMUSTL 606�76ALUM. �5, Tomm �'BAYIVUIWONI W'�, I V IW�TOALUK X� ION X-SECTION .no--J 1,081--4 mw NOTES: i) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DWENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2)SEE SHURETS S-20 FORSUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. OFFSET OLIP 600 'T"LUM. TOWEIN 411W. yCENTEROF ANCHORHOLE MUST LIE VATHIN THEDASHED BOUNDARY.SEE i SHEETS�20FOR U.CIUP 60,�TOAUJK TOPMEW m,,,do,jVNu,(In)IForMuIIIca:j Dimension Value Dail For Mullion: I F aw 1-AWA 125' NMI" TanoMnillon I X 624- A umlam I luel. Turner Mellon 0 1.000 —Y=— -rM— 1 1, CIS 2: 20 F 3.187 J-XrX -TS' AILW. The & pr F 0 025 1.125 I.W X3 I X.W Amenuen Ta,s munion %3WRO G EH -Y7— 67 000 H 1 I'm 3� F �50 1.26,X&W X-1DD` AlWiluto Tueemurion F 2.013 Mae G H -- D—W ZST5 .T5 ". B lead I I MuN. MANGLEOW Wholtv) POTP,df Mullion Id. �QIPZE41lp Anglo CUP Sale 51 I�X4' X —37W� (11) -T-- M3 WOWI—i2M =51 T2V X 3 —WX I M (13) W1 iM 51 X1 W —XW (14) --FO-161 -e5-1WM e6am16M TZ �x3wxmv(,6) —iFt—mw,—,,Tm all W Degree (19) 111 WA 7iraftom a Drone, (2D) 66050 WA I milim Red" Mull OlmenBlon (Sheetif) PUT Pant 0 multi. Std.Cllp I U-ClIp Angle Clip FK-X 4'X.25'(16)1 86602 ON261M 1 006271M 6665112M Z' X6' X.25' (17)1 06604 1 666282M I 666272M 6665113M NOTES, 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GP�N ON THIS SHM. 2) SEE SHEETS 5-20 FOR SUGGESTED. APPROWATE HOLELOCATIONS. . 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2.000 .37Y �2W 02100* TX4'X.W MN q . MULLION 60133-TOALUM X�SECTION .260' 9.- rxa-x.m. MULLION 0063-T(IALUM. X-SECTION STANDAROCUP AQU.TRALUK U-CUP ew�TSAUUM. 2.12W �-SECTION L .126- 2XII ANGLE CLIP 80WTSALUM. X`BECVON F 125- �m MIN Sm DETKI. F. .375, SHEET4 MIN. --- -------- --------------------- &43r 3.1 w — - — - — - — - SASS ------------ I --------- L --------------------- J - ---1-4 " STANDAUDCUP IP �6;;TOAUUM. WANGLECUP OF ANCHOR HOLE MUST LIE OM�TBALUK IN,�HEUIO CENTER OFANCHOR HOLE MUST LIE S�T(ALUM. HE DASHED BOUNDARY. SM To - HEDROUNDARY.SEE TOWIEW 1 �rE C�10� 27Y I . MEN. ------------ ------------ ------------- I-j I -- STANDARDCUP 6063-TOALUM. TOP View t U CUP UU SEO FOR 2�WX3�16M AULLIMO�, SHEET 17 TOFM� MSANGLECUP OW�TOAUUM. TOPVtEN ,�, I 9.0 it I .A, 1-IN 4f, "I ........... He. 58705 III �IF �Zomol`-" 3�k ............... �%(o A. LYNN MILLER. P.E. FL P.E.0 58705 EXAMPLE 1, SINGLE VMTICA- MILLION MIR I EXAMPLE �. MULTIPLE MULUONS -- IL 111 MINIS. OPENING SHMS24 HOGIHT FOR / I/ SEE DUALS. SHEETS ME BUILDING SUBSTRATE IS MOM TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/r. WE OPENING REQUIRES A DESIGN PRESSURE OF PSF. 1) INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLETHE MULLION LENGTH IS 72- AND ME OPENING NOW IS 32�32.1- �. REFERENCING SHEET 0, ME COLUMN USING RECTANGULAR LOADING MUST BE USED. MAN ME MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRANS DEPTH OF 24W AND WILL MEET OR EXCEED ME REQUIRED DESIGN PRESSURE OF .60.01-60.0 PEP. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE V X 2.75- X,376- MULLION (LENGTH . 70. OPENING WIDTH - 7W) MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS -1-583 PSF AND MUM NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET B. THE I- X 2.76- X.850- MULLION (LENGTH - 72'. OPENING WIDTH - 7W) HAS A DESIGN PRESSURE OF q-72.7 PEP MICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APMCA71ON. NOTE ME ANCHOR CAPACITY REQUIRED OF M M. gjg C! 11 I o9v 2) USE TABLE 4B TO FIND THE ANCHOR TYPE. ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) 012 ANCHORS AND THE M M ANGLE MIPS NTH (4) 012 ANCHORS HAW A CAPACITY OF 885 LOS. THOUGH EIMER ME COULD SO USES, THE STANDARD CUP IS EASIER TO INSTALL. z 3) VERIPYTHE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM ME LOWER DESIGN PROCURE. OF MULLIONS OR FENESTRATION PRODUCTS. WIU. APPLY TO ME OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT ME BOTH ME MWON AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH WE INSTALLATION SPECIFICATIONS INTO RESPECTM5 SUBSTRATES AND FENESWAMN PRODUCTS TO MULLION. INTHIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS -/-W.OPSF.THE OVIERALLMUU-IONSYSTEMWAS DETERMWMMBE7Z7PSFWMMANCHOR�ACnOFOO�.a�RMAnWLY. UU m 0 THEANCHORCAPACITYADJUSTMENTFORMULACOULD MVEREENUSEDTO C�M�TEMEMMOR��REQWRMFORWE�Dom PRESSURE OF6OmF; (60 PSF)X 636 LOS 524.OLBS (MAYBE USED TO QUALIFY# 10 STEEL SCREWS FROM TABU4B) (T2.7 P-11 z THE BUILDING SUBSTRATE IS KNOWN TO OF CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 24US. THE OPENING REQUIRES A Ll DESIGN PRESSURE OF -50.0f.55.0 PSP. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMINO THAT A V WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 3r.7T.111OW AND ME OPENING WIDTH IS 36�Wl- 43'. REFERENCING SHEET 20, < ME COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN ME MULLION TABLES FORA MUWON THAT IS AT LEAST WE WNDOWMAWE DE PWCF2�VANDML MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF -50.01-55.0 PSF. IF THE TABLE DOES NOT SHOW ME EXACT SIM, USE THE NEXT LARGER SIZE AVAILkBU. FROM TABLE 3A. SHEET 7. ME 1- X 2.75- X MF MILLION (LENGTH . IOW. OPENING WIDTH - an MEETS WE DEPTH REOLORED. HOWEVER THE DESIGN PRESSURE S.1-IM PEP AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A. SHEET iS. THE r X A- X.2SW MULUON (LENGTH - 1W. OPENING WIDTH - W) HASADESIGH PRESSURE OF 4b64.7 PSF WHICH EXCEEDS ME REQUIREMENTS FOR ME OPENING AND �y SE USED IN MIS APPLICATION. NOTE ME ANCHOR CAPACITY REQUIRED OF 971 US, Z BECAUSE IT IS NOWKNOWN THAT THE MULLION WILL ADD rTOTHE WIDTH OF THE MULLED UMTTHE ADWSTEO OPENINOWIDTH IS 3W.36�- 4-,NOT7rASPREVlOUUY ASSUMED. VEFOFYTHAT THE DESIGN PRESSURE IS STILL APPLICABLE FORTHEADJUSTED OPENING. &M�TTVELY, THEWNDOWWIDTHS MAYBE REDUCEDTo mAmNiAnt THE77DIMENSIO14(35-lt--3�1�2�73-), 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED CONCRETE HEADMAND SIM ARE W WIDE. IF THE MULUON CLIP WERE TO BE CENTERED WITHIN THE F. CARE MUST BE TAKENTO MAINTAIN ME FASTENERS EDGE DISTANCE. USING THE STANDARD CLIP WITH (6),VIV ULTRACON ANCHOM AT AN EDGE DISTANCE OF 2.1/T OVESAN ANCHORCAPACITYOF 100 LBS MICH IS GRIEATER.AND THEREFORE SUITABLE, FORTHE REQUIRED ANCHOR CAPACITY OF 971 USE. FOR THE HORIZONTAL MULUONS,. BE�SEUEWRU�LMULLNUBEA2'X4'XMTMUUION, IN MIS E��MU�MH�E14ONZONTALMD�RTIMMUW�s.�mR�n�Y.MMER MULLION TYPE COULD BE CHOSEN. PRODUCTRSVISED 1) ME MULUON LENGTH IS 3T AND WE OPENING HEIGHT IS 3V.7?4' -10T. REFMOENCING SHEET 25, THE COLUMN USINGWAPEZOIDALWOANGULAR LOADING MY BE OF -bl70M PSF MICH EXCEEDS ME pi �,hOwftflk .02Z,01= lro-0-2lb'Q-3 USED. FROM TABLE 12A, SHEET 181 THE r X 0 X �W MULLION I@ LENGTH . 4?, OPENING HEIGHT - 1w) HAS A DESIGN PRESSURE AIIV�� REQUREMENTSFORTHE OPENINGANDMAYBE USED IN THIS APPLICATION. NOTETHEANCHORCAPACTY REQUIRED OF 521 US. v P�=� 2)USETABM 12DTO FIND THE ANCHOR TYPE. ANCHOR QUANTITY AND CUPTYPE REQUIMI) FOR ME CMU SUBSTRAM y WIDE IFTHEMUWON MIPWERETO BE CENTERIZI)WITHIN THEB-.CAREMUST BETMMTOM(NTMTHEFMTEMRSO�DISTMMUMNO�MMGLEWPSWnH (4) WIV ULTRACON ANCHORSAT AN EDGE DISTANCE OF I- GIVES AN ANCHOR WACITy OF Mo LBSWHICH IS GREATER AND THIERIEFORE SUITABLE, FORMS REQUIRED "I, ANCHOR CAPACITY OF Ml U& 1( VIM 4f, & .. ...... vie, 4) FOR THE U-CUP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE WE SAME ANCHOR CAPA[IlTy OF 621 LOS. TABLE 12D FOR THE U�CLIP SHOWS THE ANCHOR G-ENS WACITYIS1074 LBS MEN USING 3 ANCHORS, MICH IS GREATER. AND THEREFORE SUITABLE. FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 621 MS.WE ANCHOR TYPE IS A 012 STEEI. SCREN No.63705 FROM THE ABOVE STEPS. OUR MULLION DESIGN PRESSURE I& MULUOR .1-64.7 PST MOM ME VERTICAL .I.M4 POP FROM THE 3F HORIZONTAL MULLION ATTACHING TO rMU; .1-170.0 PSF FROM THE 36- HORIZONTAL MULLION ATTACHINGTOTHE WRITICALMUL-LION (INTERSEMON)L Pto ME LOWEST DESIGN PRESSURE IS 41-M.7 PSF AND MUMOPLYTOALL Q� THE WWONS. .9 VMRIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USEDWITH THIS MUULION SYS�M.THE LOWEROIESIGN PREWURE. OF MULLIONS OR FENESTRATION PRODUCTHE INSTALLED IN v, PRODUCTS. W11.1APPLYTOME OVERALLASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT ME BOTH THE MULLION AND THE FENESTRATION A, NO - PA. ACCORDANCE ATTH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND PEHESTRATION PRODUCTS TO MULUON. FL P.E.# 68705 LOADINGOFVERTICALMUUJON BILL OF WNDOWS NOT ANCHORED ®r LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING CFVERTICAL MULLION LOADING OF HORIZONTAL MUUJON SIM. OF WINDOWS NOT ANCHORED NTH INTERSECTING �RTMAL MULLION . I LOADING OF VERTICAL MULLION LOADINGOFWRTICA.MUU.1O PANELOF HINGED DOOR IS NOTCAPTUREDORANCHORED WITHINTERSECTNCHORIZCNTALMULUO EMMPLES OF LOADING: WING OF HORIZONTAL ML OEM RM OW-1 Pw LOADING OF (2) HORIZONTAL MULLIONS LOADING OFVERTCAL MULLION HINGED DOOR I DINGOFHOR1ZCNTALMU MULUCH 1 j E *401 '01 0 4 "DING OF WRTICAL MUU-ION "DING OF WRTICAL MUU-ION owL 1 119 z rt z z MUWON NOTES, UCTREVLAID I)DRAWINGSARE RERESENTATIONSOFTYPICA. A�W—jr.---02ds.os CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAYBE EXTRAPOLATED FROM THOSE SHOWN. 2)IFTHE LOADING TYPE CANNOT LYNN BE DETERMINED. USE .......... e& RECTANGULAR LOADING. "OFNSI, N 3) SEE PRODUCTS' APPROVAL FOR N'. 58-for, ACTUALANCHOR LOCATION& �6'-z %A. z oref t , �8 .vp FL