The URL can be used to link to this page

Home My WebLink AboutNOASCANNED BY MIAMMDMADE St. Lucie County MIAW-DADE COUNTY Em PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOAHC RESOURCES WER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMNISTRATION Drvism T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) "w.miamidade.irov/economy PGT 1ndustries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miarni Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. Ile Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction- RER reserves the right to revoke this acceptance, if it is determined by Mianii—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 DOCLTMENT: Drawing No. MD-SH200-01, titled "Single Hung Window Installation" sheets I through 8 of 8, dated 05111/11, with revision C dated 04/22/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance inumber and expiration date by the Miami -Dade County Product Control Section. Mssim IMPACT RATING: None LABELING: Each unit shall bear a permarient label with the manufacturer's name or logo, city, state, model/series, and following statement: 'Miami -Dade County Product Control Approve&', unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County� Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for in sp action at the job site at the request of the Building Official. This NOA revises and renews NOA# 15-0528.22 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 16-0505.02 �DADE CGUNTY Expiration Date: September 01,2021 (5011W C 217 Approval Date: June 16,2016 "o 2:Z Page I BUELDE r T. LUCIE C *WON YVIEWED FOR C IJANCE i. L, . 1, REVIrJ1Vr6D RY DATE I I— pLANS � PERMIT MUS BE kmr ON JUB OR No INSpEcTION WILL BE MADE- PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SU13AUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0614. 01) 2. Drawing No. MD-SE1200-01, titled "Single Hung Vvrmdow Installation"sheets 1 through 8 of 8, dated 05111/11, with revision C dated 04/22116, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration. Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test per FBC, TAS 202-94 4) Forced Entry Test� per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of series SH-200 aluminum single hung window, prepared by Fenestration Testing Laboratom Inc., Test Report No. FTI,6479, specimens I thru 26, dated 03/28/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-0614. 01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying -with FEC-51 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 E130M9 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERLALL CERTIFICA11ONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated May 2, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 2, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTIIERS 1. Notice of Acceptance No. 15-0528.22, issued to PGT Industries, Inc. for their Series "SH-200" Aluminum Single Hung Window, - N.I., approved on 08/06/15 and expiring on 09101116. Mafiuel ��ez, P.E. Product Contr7l Exanjiner NOA No.q�j-.W!5.02 Expiration Date: September 01,2021 Approval Date: June 16,2016 E-1 GENERAL NOTES: SERIES 200 N___, -IMPACT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED& TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HI 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTMC9000NCRETE MASONRY UNITS AND CONCRETE NTH MIN. KSI PER ANCHOR TYPE, SEE TABLES 5 & 6, SHEET 4 & 5. 4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 6. SHEET 4. ALL WOOD BUCKS LESS THAN 1-112'THICK ARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-IrE THICK OR GREATEP, 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR MCCO. USE ANCHORS OF SUFFICIENT LENGTH AS SPECIFIED ON TA13LE 5 & 6. SHEET 4 & 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTMI E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE. STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE VVINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURA`TION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-6479; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSUAF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. 10) THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES (FLANGE FRAME) OR 4001 SERIFS (FIN FRAME). WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOWOR SIMILAP, 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 EQUAL� PROVIEW1011JEL MCHTOPPROVEW/10RIEL RADIUSTOP EGUAL LrrE NO ANCHORS 4 REQUIRED IN VISIB FLANGE FRAME HEAD rl A WMAX FROM CENTER OF MEETING RAIL 8"MAXFROM CENTER OF MEETING RAJL w T MAX. TYP. FLANGE F (TES" r STAN E 020' .A9 AN ALI AIS : 'wilt III/;,, .. ....... . 69705 OF A. LYNN LER, P.S. REA 68705 CR At DO 1p g3 It M m M M BL UF E7. . . . . V, . T, . . a . T, a . . ER . . . .. . . . m . . . . ER p . p . . . . . . ia b 0 b 6 �o b b b -4 o o Q p o o p o p a p a p 0 ?R 0 r, o 0 0 0 0 '0 Q 0 0 0 a 0 a 0 ia 6 �j bo b 6 14 0 w b b w b, bo b, 0 0 0 0 0 0 0 0 0 0 0 . . . . . . . . . . . . . . . . . . 0 0 -4 0 0 0 Ll co a 0 a 0 0 0 0 0 0 0 0 0 0 N�l I 11 6 tj g t 10 a bo b -4 w zo -4 w w w 0 0 w 0 w w w 0 !� 0 . mlw p 0 1�1� 0 w :� b b b b p b b + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . cr . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . an io 14 im 6 L4 L" b 6 ba im b b in 6 b m w b b ia b b b b -.4 m 0 14 0 im a cn. -4 0 cnl �4 CD a w 0 m w w w m 0 a, co en cm + 04 + 0 �D bo zo io LQ M �4 IQ A h eA t i4 bD M -4 0 w w -4 'w Q -4 4 w N 0 p 0 0 0 ra 0 . . . . -4 . . . . . . 19 + + + + 4 L4 b b) b) 6 W 1" 6 0 io b cm (a (7) w 0 0 0 OD CD 0 . . . CD FT G F (!44 . . . . . . TABLE 4: Maximum Window Height' Sash Helghtz (see Figure A, this sheet) Design Pressure (lbsift 2 ) fbr Glass Type B - J, Fin & Flange Frame Maximum Window Width' 19-118" 26-1/7 n. 37- 41- 454 Qn 11-9116- (Equal Ute) +55.0 -90.0 +55.0 .90.0 +55.0 -00.0 1+55.0 -90.0 +55.01 40.0 1+55.01 -80.0 +55.01 -90.1 under 18-9/16" +55.0 .90.0 +55.0 .90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 1+55.01 -84.3 +55.01 -78.1 37- 18-9116" (Equal Ute) +55.0 .90.0 +55.0 -90.0 +56.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -81., o%er'18-9/116" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -9D.0 +55.0 -90.0 +55.0 -84.3 +55.0 -78.1 under 15-71W +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +65.0 -$B.5 +55.0 -81.8 +55.0 -75.1 15-7/8' thru 19-V16- 3 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -M.0 +55.0 .90.0 +55.0 .87.9 +55.0 -78.1 38-318" 19-11,V (Equal Ute) +55.01 .80.0 1+55.0 -90.0 1+55.01 -90.0 +55.0 -90.0 +65.0 -90.0 +55.0 -87.9 +55.0 -78.1 over 194/4" +55.0 -9D.0 +55.0 -90.0 +55.01 -90.0 +55.0 -90.() +55.0 .88.5 +55.0 -81.8 +55.0 -75.1 -66.'. under 19-9116" +55.0 -90.0 +55.0'' .90.0 +55.0 j -90.0 +55.0 -86.5 +55.01 -80.2 +55.01 -73.2 795-70f 19-T116' thru 22-10 3 +55.0 .90.0 +55.0 -90.0 +55.01 -90.0 5.0 .0 +55.0 49.1 +55.01 -78.5 +55.0 -70A 45' 22-911V' (Equal Ute) +55.0 -80.0 +55.0 -90.0 -1 --W5-.0- --- - �100.0 +550 .90.0 +55.0 -89.3 +55.01 -78.5 +55.0 -70.1 over 22-9/iG" +65.0 .90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -86.5 +55.0 -80.2 +55.0 -73.2 1+55.0, -66.: under 20-1/8" +55.0 -M.0 +55.0 -90.0 75.01 .86.0 +55.0 .81.8 +55.0 -75.7 +55.0 -69.2 +55.0 -62.1 20-1/8" thru 24412" 3 +55.01 -810 1 +65.D -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -W.8 +55.0 -74.2 +55.0 -65.1 2"116" (Equal Lite) +55.01 -90.0 1+55.0 -90.0 +55.0 -90.0 +55.01 -90.0 1+55.0 -84.8 +55.0 -74.2 +55.0 -OF, over 24-9/16" +55.0 -00.0 1+55.0 -90.0 +55.0 -86.0 +55.01 -81.8 1+55.0. -75-7 +55.0 -69.2 +55.0 .62.1 under2D43119' +55.0 -90.0 +55.0 -90.0 +65.0 -83.5 +55.0 -79.1 1+55.0 -74.0 +55.0 -67.3 +65.0 -61.1 2043fl6" thru 25-6/1 Si 3 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 1+55.0 -83.2 +55.0 -72.7 +55.0 -64J 5(WB" 25-3/ir (Equal Lite) +55.01 .00.0 +55.0 -90.0 +55.0 -9111.0 +55.0 -90.0 +55.0 -M.2 +55.0 -72.7 1+55.01 -64.1 cvw 254TS" +55.0 -90.0 +55.0, -90.0 1+55.01 .83.5 +55.0 -79.1 +55.0 44.0 +55.0 -67.3 +55.01 -61.1 under 2445/16u *55.0 .87.9 +55.0 -75.6 +65.0 .85.7 +65.0 .62.3 +55.01 -60.0 +55.0 9.5 +53.21 -53--, 344511W thru 30-U2.3 +55.0 .87,9 +55.0 -75.8 +65.0 -74A +55.0 -74.1 +55.01 -74. 1 +55.0 -65.5 +55.01 -57A 30-9/16" (Equal Lite) +55.0 -87.9 +55.0 -75.8 +55.0 -74A +55.0 -74.1 +55.0 -74.1 +55.0 -65.5 +55.0 -57J owr 30-9/16" +55.0 -87.9 +55.0 -75.8 +55.0 -74.1 +55.0 -74.1 +55.0 -74-0 +55.0 -65�5 +55.0 -57A under25-314" +55.0 -83.9 +55.0 -71.7 +55.0 -6ZO +55.0 -59.9 +55.0 -57.8 +54.5 -5C5 +51.31 -51. 25-314" thru 314/2" 3 +65.0 .819 +55.0 -71.7 +55.0 -6114 +55.0 -69.4 +55.0 -69A +55.0 -64.5 -�Z5 +55.01 .56.1 31-9116- (Equal Lite) +55.0 .83.9 +55.0 -71.7 1+55.0 -69.4 +65.0 -69.4 +55.0 -69.4 +55.0 +55.01 -W.1 a%eOWN' +55.0 .8&9 +65.D -71.7 +55.0 -69.4 +55.0 -W.4 +55.0 -69.4 +56-0 -64.5 +55.01 -N." under 29-3/e +55.01 -138.3 +55.0 Z6.3 +52.1 -621 +51.5 .51.5 +51.5 -51.5 1+51.5 -51.5 +50.01 -50.( 29-3W thru 36-1/2" 3 +66.0 .6&3 +55.0 -56.3 +52.11 -521 +51.5 -51.5 +51.5 -51.5 +51-6 -51.5 +51.5 -51-1 36-9116" (Equal Ute) +55.0 4&3 +55.0 -56.3 +52.1 -52.1 +51.5 -51.5 +51.5 -51.5 +61.6 -51.5 +51.5 -611 over36-9116" +56.0 .6&3 +55.0 -66.3 +52.1 -621 +51.5 -51.5 +51.5 -51.5 +51.5. -51.5 +51.5 -51-1 under 31-3X 1+.-0-0 .625 1+50.8 -50.8 +46.3 -46.3 +45.2 45.2 +45.0 .0 _±L_ +45.0 .45.0 +45.0 45A 78" - 31-3/4" thru 39'3 ::: -625 1+50.8 -50.8 +46.3 -46.3 +45.2 45.2 - T45.0 .45.0 0 +45.01 -45.0 +45.0 -45.( 39-111IT' (Equal Lite) +55.0 -625 1 +SD.8 -CO. -8 +4e.3 -46.3 +45.2 45.2 +45.0 +45.01 45.0 +45.0 45.( 1 Tilp-to-tip dimensions for flange windows show. For fin windows or buck dimensions, subtract V. 2 0%erall sash height. For clear daylight height, subtract 301 T. 3 Size Fangs includes the standard P no -View (3,mr-2 configu raflon) fbr the ghen Window Height. For overall sash width. subtract 2-15116' from the buck dimension. WINDOW HEIGHT - SASH HEIGHT CAN NOT EXCEED 53� INSTALLATION DETAILS Ft- FIN FRAMES INSTALLATION WOOD, SEE NOTE 2. THIS SHEET OPTION 5 EMBEDMENT CURVED HEADER EDGE INSTALLATION ISTfAN.S. ANCHOR ISCREY THROUGH THE F VISIBLE LIGHT HEIGHT QIT2RIOR 2.751' <�:! - BUCK I HEIGHT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 6. THIS SHEET. INSTALLATION OPTION 6 INSTALLATION ANCHOR (NAIL) THROUGH THE FIN EDGE TYP. ANCHOR TYPE, EMBEDMENT AND DISTANCE EDGE DISTANCE PER SUBSTRATE, SEE TABLE 6, THIS SHEET EMBEDMENT EDGE CE DISTAN C EDGE D S D I TANC 2X WOOD, SEE NOTE 2, THIS SHEET 2X WOOD. SEE NOTE 2, THIS SHEET EMBEDMENT 1/4"MAXSHIMJ 1WMAXSHIMj TYP. ANCHOR TYPE . 9 EMBEDMENTAND EDGEDI STANCE 4 TYP. ANCHOR TYPE, PER SUBSTRATE, EMBEDMENT AND EDGE SEETABLE6,THIS DISTANCE PER SUBSTRATE, INSTP SHEET. INSTALLATION SEE TABLE 6, THIS SHEET. OR OPTION E IiTs—T' STRAIGHT HEADER ANCHC INSTALLATION ANCHOR THROU (SCREW) THROUGH THE FIN 6rg 8 INSTALLATION USE EITHER OPTION 7 LATCH 1# 29) OR INSTALLATION BOTTOM LOCK ANCHOR (SCREW) 114"MAX SHIM 32-35 (#11).TESTED UNIT LOCATION: 6-518"FROM 4 VENT END. #10STEEL SELF -DRILLING VISIBLE 7 SMS (G5) LIGHT HEIGHT 36 E)CyrERIOR 6 ALUMINUMISTEEL FRAMING ORSTEEL 20 STUD. SEE SUBSTRATE PROPERTIES. IL TABLE 6, THIS SHEET - EMBEDMENT 114" MAXSHIM ETD.GE IS r � j T EDGE DISTANCE --f 2X WOOD, SEE NOTE 2, THIS SHEET VERTICAL SECTION D-D 1) USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED ON TABLE 6 OF THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SH , OWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) 2X WOOD FRAMING OR BUCK, IAXTHICK OR GREATER. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED I -ROM BEADING TO BEADING- mm DADE API VERTIC, 114" E PROPERI TABLE6 2-11T 2-112" x 2-1/Z' � #10 Ste MIMIMU 1 -1 "'004 1 .......... ATE F A.L P.E. P.E.9 58705 RILE 7: Anchor Quantlitles Required, Flange Frame Maxhnm Window I -bight, 1 SmhHew (am Figure A, this shoat) Maximum, Window Width' 26-lir 33- 3r 41- GroW A o" ix m M W is x 0: M 1Y W x 0: W 1 0: W W M W W W M a 2W 11-91IT(EqualUte) 2 KmupA 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 underl&9116l 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 2 3 37- 18-9116'(EqualLfte) 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 3 ovirl"116' 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 2 under 15-71W 2 2 .2 2 2 2 3 2 2 2 2 1 2 3 2 3 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 1 4 1 2 3 15-71W thru 10-31115" 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 38-W 19-1/4- (Equal Ute) 2 2 2 2 2 2 2 2 2 2 2 2 2 21 2 2 2 1 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 3 over 19-1/4" 2 2 2 2 2 2 2 3 2 1 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 undw IS411116' 2 2 2 2 2 2 3 2 3 2 2 2 4 2 3 2 3 2 4 2 3 2 3 21 4 2 4 2 3 2 4 2 4 19-9116, thm 22-11-- 3 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 2 2 3 2 3 2 3 2 4 3 3 2 3 2 3 3 3 45" 22-911V (Equal Uto) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 [2 2 2 2 3 3 3 3 2 4 2 2 3 3 3 3 2 2 3 3 3 o"22-Wlfr 2 2 2 2 2 2 2 3 2 3 2 2 2 4 2 2 3 2 3 2 4 2 3 2 3 3 2 4 2 4 2 3 2 4 2 under20-118" 2 2 2 2 2 2 3 2 3 2 3 2 4 2 3 3 2 3 2 4 -4. 2 4 2 3 2 2 4 2 4 2 3 2 4 2 20-lill" thou 24-1jr 3 2 2 2 2 2 2 3 2 1 2 2 2 2 3 2 2 2 2 4 3 3 2 3 2 2 4 3 3 2 3 2 4 3 3 49' 24-9116* (Equal Lite) 2 2 2 2 2 2 - 2 2 2 2 2 2 3 3 3 3 3 2 2 3 3 3 3 2 2 2 3 3 3 3 2 2 3 3 3 ovar24-8119' 2 2 2 2 2 2 21 3 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2 3 3 2 4 2 4 2 3 2 1 4 1 2 under 20-13116' 3 2 2 2 2 2 2 3 2 3 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 2 4 2 4 2 3 2 4 2 1 4 20-13119' thm 2W16" 3 2 2 2 2 2 2 2 3 2 2 2 2 2 2 3 2 3 2 3 2 4 3 3 2 3 2 2 4 3 3 2 3 2 4 3 3 25-W (Equal Lite) 2 2 2 2_� 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 2 3 3 3 3 3 3 3 3 3 ovar 25,VW 2 3 -1�42- 2 2 [ 2 3 2 3 3 2 3 2 4 2 4 2 3 2 4 2 4 . 2 3 2 4 2 4 2 3 2 4 2 underZ4-15119' 3 3 3 3 3 3 4 3 3 3 3 3 4 3 4 3 3 3 4 3 4 3 3 4 3 4 3 3 3 5 3 34-15119, ftu 30-11-- 3 2 2 2 2 2 2 2 3 2 3 2 2 2 2 3 2 3 2 r-3 2 4 3 3 2 3 2 4 3 4 3 3 2 4 3 3 all 3WlV- (Equal Lite) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 —3 F2 2 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 ovar30-9116" 2 3 2 2 2 2 2 2 3 2 3 3 2 2 2 4 2 3 �2 3 2 4 2 3 2 3 3 4 2 4 2 3 3 4 _±2 under26-314' 3 2 3 2 3 2 4 2 3 2 2 3 2 4 2 3 3 r3 2 3 3 2 4 2 4 2 3 2 4 2 4 2 3 2 5 2 4 25-3/4* thru 31-111r' 2 2 2 2 212 3 2 2 2 2 213 2 212 214 3 3 2 3 2 4 3 3 3 3 2 4 1 'IT4 By 3"119'(Equal Lite) 2 2 2 2 2 2 2 2 2 2 2 2 1 3 3 3 3 1 2 2 1 3 3 3 3 2 2 3 3 3 3 3 3 3 i 3 3 ow3l-8116' 2 2 2 2 2 2 2 3 2 3 2 2 1 2 3 2 3 2 a 2 4 2 3 2 3 3 4 2 4 2 3 3 4 2 undar2g-WO 3 2 3 2 3 2 3 2 3 2 3 2 1 3 2 3 2 3 2 1 4 2 3 2 3 2 4 2 4 2 3 2 4 2 4 29-3/4'thm 36-1/2" 3 3 2 3 2 3 2 3 2 3 2 3 3 2 3 3 2 3 2 3 2 2 3 2 3 2 3 2 4 3 3 73' 36-9118- (Equal Lite) 2 2 2 2 2 2 2 2 2 2 2 3 312 2 2 2 3 3 3 2 2 3 3 3 ow 36-9116" 2 2 2 2 2 2 2 2 2 2 2_�2L 3 ' 2 4 2 F2 j22 2 3 3 2 3 2 2 3 t42 3 3 2 2 3 3 3 nder 311-314* 3 3 2 1 3 2 3 2 3 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 442 4 F78- 87[ 311' 4"thnu39*3 ;39-111W 3 _;_�33 2 3 _!_ 2 3 213 2 il - 3 2 312 3 N 2 3 2 2 3 2 3 213 -- — 2 3 2 3 2 3 2 3 3 3 (Equal Ute) 12 2 1 2 1 21 2 1 2 1 2 =2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 -T- Tip�to-tlp dimensions for flange vdndows shown. For buck dimensions, subtract 1'. Overall sash height. For clear daylight height. subtract 3-9/16". Size range includes the standard Pro -View (3-over-2 configumfion) for the given Window Height. "MR!" refers to "Meefing Fail". SEAM For overall sash width. subtract 2-15/16" from the buck dimension. WINDOW HEIGHT - SASKHEIGHT CAN NOT EXCEED 53". W1 1) USE THIS TABLE FOR ALL FLANGED WINDOWS PER THE ELEVATION ON SHEET 1. DIMENSIONS SHOWN ARE TIP-TOMP. 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. 0 4) REFER TO TABLE 5. SHEET 4 FOR ANCHOR GROUP DESCRIPTIONS. Item # PGT Dwg. # I PGT Part Description 2703E 62703EW Flange Frame Head 2 2751 B 62751BW Flange Frame Sill 3 2781 62781W Flange Frame Jamb r1 4 2713 62713BW Integral Fin Frame Head 5 5 2714E 62714EW Integral Fin Frame Sill 6 6 2782 62782W Integral Fin Frame Jamb 7 2706 62706DW ISash Bottom Rail a 2707 62707CW Sash Top Rail 9 2739 62739W Fixed Meeting Rail 10 2709 82709CW Sash Side Rail 11 2740B 742740AW Sash Bottom Lock 12 2785 62785W Sash Stop 13 134 66615 Addon Flange 20 1226 61226DW Vinyl Bulb, Flex PVC 70 21 1662C 71662CW Head/Sill Gasket, Polyethelyne 22 1270 7PAD1 18 Open Cell Foam Pad 23 2772 72772SHK Fixed Meeting Rail Plug Gasket, Rigid PVC 24 4066 64066G Wstp.,187 X.230 Fin Seal 25 2784 72784W Sash Side Rail Gasket, Polyethelyne 26 1078 7121UM Balance Take-out Clip 27 Vad per Size Balance 28 2711 4280OW Sash Cam, Nylon 29 1096 71096W Sweep Latch, Zinc 30 1016 785OWW #5 X.625 Ph. Fl. SMS Latch Screws 31 1267 71267N Setting Block 1/8" x 1/2" x 1', EPDM 32 See Sheet 7 for Matefla Kommeding 4SG TPS Spacer System 33 Quanex Super Spacer nXr with Hot Melt Butyl 34 Quanex Duraseal �F5 Cardinal XL Edge Spacer 36 Sash Bottom Lock Spring 37 Screen Cloth, Fiberglass 38 Dow Coming 899 Silicone Glazing Sealant 40 1625 61625B Glass Bead (118" Glass) 41 2719 6271 9B Glass Bead (3/16" Glass) 42 1263 61263B Glass Bead (1/40 Glass) 43 1253 6VT48B Plass Bead (I.G.) 50 781 POA #8 X In QUAD Pn SMS 51 781 PSTX #8 X 1 0 Sq. Pn Twin Fast SMS - 410 S.S. 52 1184 78ILHPQA #8-15 x 1 LH Twinfast Screw 7inc 53 1186 781LHPQX #8-15 x 1 LH Twinfast Screw 7inc (S.S.) 54 78X1PFTFUA #8 X I" Ph FI u/cut SMS 55 78XIFPAX #8 X 11" Ph FI - Stainless Steel 60 1/8' Annealed or Tempered Glass 61 3/16u Annealed or Tempered Glass 62 1/4" Annealed or Tempered Glass 63 118"- 1/4" Air - 1118' An. or Temp. I.G. 64 1118"- 3116" Air - 3/16" An. or Temp. I.G. [-- 2.000- --v � 869' A FLANGE FRAME HEAD 6063-T6 ALUMINUM — 2.056" 0 050" 5 Ao" 1 3.225" .975- 1.125' L— � .05T 2.056" INTEGRAL FIN FRAME SILL 6063-T6 ALUMINUM .062" 1.582" .062* —W 1 010, ----] 010�' (FIXED MEETING RAIL D 6063-T6 ALUMINUM .050, 9==a= .500. IL C2 2.000" T77 .050, .062" , .050* —r 0-1 .926- SASH SIP 6063-T6 A % . . ........ A. CMNIMa t N R. RE P-E-fJ 58705 SCANNED BY St Lucie County MIAMP MIAMI-DADE COUNTY bai&A� PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Stree� Room 208 BOARD AND CODE ADMINISTRATION DIMION T(786)315-2590 F(786)315-2599 .NOTIC-E OF ACCEPTANCE (NOA) www.miam!dqde.gav/eeonomy PGT Industries, Yne. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and in c e of construction materials. The documentation submitted has been reviewec a R orit; iWth Product Control Section to be used in Miami Dade County Jft t IRWhe e an 04 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-Dadc County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to .perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Mimmi—Dade County Product Control Section that this productor material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions", sheets 1 through* 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state, model/series, and following statement: "Miand-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. TERAIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. i Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause, for termination and removal of NOA. ADVEIkTISEMENT: The NOA munber preceded by the words Miami -Dade County, F�lorida, 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. Thesubmitted documentation was reviewed by Manuel Perez, P.E. NOA No. 16-0218.03 MIAMI-DADE COUNTY Expiration Date: May 26,2021 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 "Impact -Resistant Aluminum Tube Mullions", sheets 1 .through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS I Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2. 1, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thm E-1), dated 02/28/11, and addendum letter dated 05105111, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony L�mn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 M nueoj e 2 P.E. Produet miner NOAV 0 Ca N . 6.10218.03 Expiration Date: May 76,2021 Approval Date: April 14 2016 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SURM][T1E D F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no fmancial interes� dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series 'TGT" Clipped E xtruded Aluminum Tube MuHion — L.MJ., approved on 02/12/15 and expiring on 05/26/16. X Manuel Product Contr NOA No ;021PS.03 ExpirstionDate: May26,2021 Approval Date: April 14 2016 E-2 DETAIL A: MULLION TO 2X WOOD BUCK ORWOODFRAMING (OFFSET CLIP SHOWN) S' OHMS SEE ja2t-23FORHOVE L�Tlms OFTSETWLL EWE CLIP mAYBE FOR� .$T&LEOOY THIS IVETHOO SCREW$ 4 wf 0 EXTERIOR W�s DETAIL B: MULLION ATTACHED TO IX WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) 4 A '4 EX'I'ERIOER 4 SIDE VIEW 4. C. PERSMTFAM smym.818.16B =ERSUBSTHATE, TXHE3lMw WOHSTRP DISTANCE AND SEEIMLES 15.163 B mp AITAMMENT ONE OHM 1. AITACHMENT "MORE SIR 1. FRONT VIEW SIDE VIEW FRONT VIEW . BY INSTALLATION NOTES, A mium 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSNO OR STUCCO. LYNN 4f 2) QUANTITY OF ANCHORS AND MULUON SIM SHOWN ABOVE ARE FOR PICIONA. REPRESENTATION THE ANCHOR TO ANCHOR DISTANCE, THE ..... ;I ..... V \CE'Nse rz* ONLY. SECAUSETHE ANCHOR CAPACITY IS BASED PARTLY ON ON THE CORRECT QUANTITY AND LOCATION OFANCHORS MUST BE FOLLOWED. REFERTO THE TABLES NO 58705 NO 5 FOLLOWING SHEETS. FOR DETAILS A-D. EITHERTHE STANDARD OR INTEMORCUP MAYBE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHE�. 4) WOOD BUCKS ARE OPTIONAL, SEIE DETAIL C. SHEET 3, IN WAMt-DADECOUNTY, USE ONLY MIAMI-DADE COUNTYAPPROmED AEOIIIO� 1 I 5) FOR MASONRY APPLICATIONS N Al- UCOULTRACONORELODJWS.S.AGGMGATCRMASONRYAN�OM A. 6GMUel FL P.E.0 687 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS Go MULLIONS S:EA TMS 2GJ'// -A Aa� MIG" MULL FOR 'IN H�w� SEIIDETA&E, FE�MTION P�Ommmy DE�. MUST Bg �UFAMRM BYPGT. WZONTAL LH m� �NGTH I.= L w" j INGTH ADDITIONAL EXAMPLES OF MUU. CONFIGURATIONS: MULL Leim r7l mmw "Ann A. a FOl Hmm MGTH IAULL LH IE L SINGLEMULUON SINGLE MULLION STANDARDS USED -2014 FLORIDABUIUXNG -CODE (M). 51HEDITION ANSVAF&PA NDS.2012 FOR WOOD 0 .AUJIMNUM DESIGN MANUAL, A))W2( -AISE-SIM07r2-2010 I 1) DETAILS SHOWN ARE FOR ME MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANYANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED 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. 2) ME TYPE AND NUMBER OF ANCHORS IS CRITICAL TOME STRUCIURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS HAVE BEEN TESTED AS 'FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULUON CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN IM FROM ME CLIP. 3) ME ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST ME WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN UISO. THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUAIION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF MOD SCREW$. 4) PROPER SEALING OF ENTIRE ASSEMBLY 15 ME RESMNSIBILITY OF OMERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. COMBINED WIDTH MULTIPLE MULLIONS 0) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO ME NEXT SIM SHOWN ON THE TMLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR M=. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO ME STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AQADDD^ODIAT�rn�Al.�A�MA71FRIAL nl�qIMIURMMR�S�BEPR��REQUIRMMPR�T 8) REFERENCE TEST REPORTS: M-6443; ELCO ULTRINOON)AGGRE-GATORNONS 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLYWITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NOWNPACTAPPLICATIONS. MULLIONS AREONLYTO BE USEDWITH POT -APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHiL 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPOING WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION OOMPUES WITH THE REQUIREMENTS OF THIS NOX INSTRUCTIONS, 1) DETERMINE THE DESIGN PRESSURE RECUIREMENIT "SfFT-) MR ME OPENING USING THE ASCIE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) �Mlt TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS 'RECTANGUILAA� OR 'TRtANGUl_ARrrRAPE2DDW- GENERAL NOTES._____ I MIMI. 4) FIND THE CHOSEN MUUUON'S MULLION CAPACITY (LBSJFTq FROM TABLES IA THROUGH 16A, ON SHEETS 5 THROUGH 20 RESIPECTIVEI-Y. USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEOW (DEFENDING IF ME MULLON IS SPANNING VERTICALLY OR HOR;ZCNTALLY). THE MULLION CAPACITY IW&Fr) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE nMUIR�ENT fLBS") FOR THE OPENING OBTAINED IN STEP I). 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE. FWD THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET To A�AIN THE MU_ MULLION CAPACITY. Om"wom 1 MVEiRn mm 6) FROM THE ANGKOR CAPACIW"81 TABLE ON THE SAME SHEETANO USING YOUR ACTUAL SMSTRATECONDITION (MULTIPLE ANCHOPJSUBSTRATFJANCHOR-CLIPPA�ERNMAYAPPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THATTHE REQUIREDANCHOR O�'Nowm V� CAPACITY IS MEr. MULTIPLE MULUONS 7) IFTHE MULLION CAPACITY ILBS") OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT SLSS� FOR THE OPENING, YOU MAY USE THE -ANCHOR CAPACITY ADJUSTMENr MRMUW TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WMI MIS VALUE A LOWER ANCHOR CAPACITY OKION MAY 89 SELECTED FOR THE SAVE SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LOSIFT) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY "WT-1 OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF ME TWO SHAULAPPLY FORTHE ENTIRE MIR I F PENESTWTiON F .. LOT �btml,,Ly. 9) HIGHLIGHT OPTION USED AND TABU VALUES USED INA SPECIFICAPPLICATION WHEN USING THIS NOATO APPLY FOR A PERMIT. * : . No.58705 A. DETAIL C: MULLION DIFECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) ETM7. � ."t EXTERIOR DETAIL E: MULLION TO MULLION INTERSECTION NOTES' (U-CLIP) 1) MAY BE INSTALLED IN �� OR 'GROSS' INTERSECTIONS. 2) MAY BE INSTALLED HORU!ONTAUY L (SHOWN) ORVERTICAU-Y. I MRSUSSMTE. 3) SEE U-CUP DRAWINGS, SHEETS 2143 FOR CORRESPONDING MULLION. TOPVIEW Vmm MWORS 912S�� U0.1.10m T 0 `T�� 1'8 � IF- I T"E XM u EXTERIOR MM17MMMMETEORM MIN29MICON�0R= ID-138 FRONT VIEW SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO MM MATERIAL SK41L SEBEYONDWAU-DRESSING ORSTUCCO. 2) QUANTIW OFANCHORS AND MULLION SIZE SHOWN ABOVE ARE MR PICTORIAL REPRESMTATION ONLY, BECAUSETHEANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE. THE CORRECT QUANTITYAND LOCATION OF ANCHORS MUST BE FOLLOWED, RFFERTO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EFTHERTHE STANDARD OR INTERIOR CLIP MAYBE USED, 3) ANCHOR HEAD TYPE MAY BE PANIHEAD, HEXHEAD OR FLATHEAD. 4) WOOD SUCKS ARE OPTIONAL. SEE DETAIL C� SHEET 3. 6) FOR MASONRY WPLICADONS IN MIAMI-DADE COUNTY. USE ONLY MLAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 114* B.S. AGGREGATOR MASONRY ANCHORS. FRONTVIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SH, MRSTULSMDSTHINNMT� FRONTVI GW,,AMWoW5�MRWVUSS AWXWIM0YMHGM EXTERIOR jmww`)�ms NOTES, 1) FOR 2X WOOG�BACKED STEM STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 6�0. FOR QUANTITf OF SCREWS. SIDE VIEW SIDE VIEW DETAIL F: DETAIL G: DETAIL H! F[ELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CUP) (ANGLE CLIP) (ANGLE CLIP) smmxw� Wma- SHEET82MD3FORMVWAnON MYMULL To8pKFMGWSTMM. VTOP VIEW SIDE'VIEW SHMNWTH I'X4'X.'M' TOPVIEW CP �Uw P�SUSSTFAT� WETAkulwmim EXTERIOR wwv� Iwo�.mm A�XWMWWWY (b I (D MEN= �-� OVEM L4ffig@ IN ma PMMWOR . I NOTES FOR INSTALLATION OPTIONS F. 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.2V X 2.1 V X.125- MUI-LION. 2) SEE TABLES 1843B FOR ANCHOR QUANTITIES AND SHMS 2143 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION L;> EXTERIOR EXTERIOR 0."1 o'A p NOTES FOR INSTALLATION OPTION 0 & H, LYNN Af, 11 1) USE 2ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDEOF MULLION, 2) DETAIL G; SEE TABLES 111148 FOR ANC�LIOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCAMONS. 3) DETAIL It SEE TABLES ISB OR 46B FOR ANCHOR QUANTITIES AND SHEET V FOR80LE LOCATION& Mucion Capacity Donning (fwbr wykally Spam "In raw 701, gob nnCwS;).rOPenhh; H.Iaht(forhadnrtall�'. Sam Inch nallong) tall, 1401, to ix2x.10 EANT _p=- ItIclAw", 'whom La-ft R.WPAS, L.,,, "'prom won pd.w. S�Sga, L-dba Rg". L.&V F�AmVr LwIl'o 17,11ne" 4'"am 'Non INdba vxtta"An' uad" wd' I ta�v No Lcum )d- 0=1." T-14tam. 'W�- �dbg ft Rewab,p,. Woo m LVd, Alumlubo Mufflon I h 11 I'M fill, 11 1 111111 h 111 h 111 111 H 111 R111 111 111111111111 1 11 W 1 11 h 19 11 i n1i) 1 111111111111111 11 i Jill! 11 jT 1 ralil 11 1 11111 11 IN In* no M21 IN 115.51 An 70A 1 IN 10.6 =1 021 IN 1104.41 SO MI US INA 319 &5J 1 40 L. AN 1 40 Hgol Ing 39.9 1 40 INA 31, Lo OV 1211 1 312 73A 1 262 ISO 312 0A 312 all NO 41A 312 011 Not 37.51 312 312 312 ±0 III 20A 1 312 61.0 2" 234 W 281 CIA M 45.0 231 _!LD gg�' A6 n' KI an 314 gal nA 201 -24T 413 -1 240 -Q WA 91 -i4y W 2%9 San 2411 67.5 111 21 117 1 311 11 411 1. No 21.2 .1 N.4 IV X3 247 3 12'1. 1 2-1.0 Ti-s- act in IS, 2. wo =.a 203 St I. " no 31.5 IN 20 27.1 10 IQL2 206 7� .101 lot 200 0.0 ISO 0 IS 33.11 181 13M I IS wt III = IN m 749 �1. 4 let to lot GAS, 24.0 105 XI IN 211 IN 18.0 Sol 21.0 111 nh laus 13, 'n 11 11 lie in 102 In 15.7 In In let 107 To h 17.5 110 lea IN I Maher CapaCIN TOWD Ch-I "-wu FT "'N W-1'v , IICMG� 11061W 0126" 261� w1ru.m.. IIIGNUS�. w[haaa WIVIN.M.. Iw3a.wam Aag� ft.(ffl)jft-M (T) Anchor CtIp Paturns ongb.da): I EZ 6-+ EM��L 1. Il. 1 ", I I.,.. 3901V IN. No. lg�aa N. "' OA 1 "" W� ft 7 N WA WA WA WA WA " 780W 0" '"'S na"'S 1. Va. I I.. I W UIA1 =Pg 7 WuFq� - 2 i4r��.- WA WA I WA 715M 11 '95 IN go 1 IHN I Iffim I �ru 2&aNI Q I, b. �-111 -1 Son" 1 FtGURS 1: FIGURE2: �-7 11 *11* 0 1111 0 FIGURE& i * 0 -- ii 0 1 ANGLE CUP MUST BE USED IN PAIRS. FIGURE4: FIGURE& FIGURE 6: 1� U�� ' ANCHOR CAP. - TO OBTAIN THE 'ANCHOR ANCHOR TABLENOTES: pRT'1"=s 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 0 FOR INFORMATION ON LOADING. . nn,'i. -w B va Cada SEE SHEETS 2-4 FOR GENERAL INSTAUATION METHODS. tow A E:- 2)LINEARINTERPOLATION BETWEEN MULL �OTHSANDIOROP�INSWDTHSISALLOWAS1-11 mi. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR IEKACTDWENSIONS, SEE SHEETS 21.23. Sil. Q., HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN CN SHMtS 21-23. 2.wv , . I FIGURES SHOW SUGGESTED, APPROXJMA�5 HOLE LOCATIONS. 14N - 125* 4) SUBSTRATES: CONCRETE SHALL CONFOW TO ACI MI SPECIFICATIONS. HOLLOW AND GROUT -FILLED f CON CRETE BLOM UNIT (CMU) SHALL CONFORM TO ASTM C-M WOOD SHALL BE PRESPURE�TREATEO 0 YELLOW SOUTHERN PINE WITH AN 60 OF 0.65. ALUMINUM SHALL BE 606�TS AND BE AMINIMUNI OF.12V Z� - 5105 THICK.STEELSTUDS TO BEAMINIMUM GRADEMAND.045' THICK08GAUGE).STRUCTURAL STEELTOSSAT I-XrxAwMUw0N Z*: No 5 LEAST.126-THICKANDAM. ALLANCHORSINTO METAL SHALL EXTENDAT LEAST 3 SCREWTHREA[)S BEYOND T14EMATERIAL #10 &#JZANCHORS INTO WOOD MAYBESTEEL, 18.8 S.S.011410S.S. A. l3si-33 IS1 43N tlt/OVO� w6ago imsmosou r HrOOS9 VIN YIN RZ Il, �9. )3dF 11M SfE'XZX L Z-0 INIVII I IV �VV�Qjcl.. 1�jwl SNOMflYl 381 LL VYIS� I" Tt5 Em Ll I z 9 -.0AL. 0 0, ix - - - - - - - - - - M.50 - - - - WE I, Ow� a I* mo 0� 5ARM OE H Hkig gal or WIN, X0 It 9 re 2 ARS 7T7F 1, 04�1 lip 0. 0- Wom, W R9 a �1� �1,14 �A 935 H-6;i' Po 092 ��b!E �� .!� gp�2,2 ic� . R ..-0 0 6 op Rz�,- �5 .80.-P 6g 8 0 2z (-dpw� Om -0 Hum 09T�-< a — - - - - - 2. mz - X- -. Mww �;5 9 D, 10, .0 'j.� . . zo 13 2w z z "m S2 n 0 LD a imo. �.�x - - - - - - - - - - - --RRR H R z a a A 6 - - - - - - - - - - q a] NOR 0 a V ONO -M n r E 0: !21 1 Mullion Cp-afty -Tbl,�Vd Owing On (for %Mca*&NOUN TOM NO, I mLfl=) orOpwInta H "w num") Imb 101S HOI, I I z7a I Rldml� LA"I'll U"-M Loomil R-t-90- 1-11, Tm"� Low" KNI'MA. I Lowho Vvrnd� 1AMD'cl R--Fft I L-ft Trlp" LNdZ` ft1tw. ..A Rt�. IwAm ItImmu. I -Z Topff� wd, RUM .175AIum moon 1 '41 1 11 I III, 11 fill, 1 11 11 1 h 111 11 1 11 11 ;, Ill 111 11 fill, 111 11 if 1,1111 I if 1, 1 la 11 1 871 h 11 I 11 h 11 170.01 AN 1twul '35 Imal 7" 170.01 470 GAS I ON 170.01 AN !1. A-. i 31121 VDA Ille Ul OZ IL 2401:1.01 L 770 � I., AN -1111-1 170.01 521 II(A 1301 IMO 621 ITI)o I AN I 17MO I ON 170,01 UO 170.01 M I"A I ON 1" 0 1 ON i i ill, Z.! 1516 fin _170.0 IMAJ M Mal JIN NO .2. INA On MA 'IN 1710 NO 41 17. AS N! IIOAJ W INS 1 01 107-01 IOU INAI 91 14A8111021IM01 TOO INS - i IOU 1701 1 747 IITA 11032 1 MAI _7N ITS I= 1ISOINS US I I= NA4 70 7&4 Im INS 7" 1 I. :M To.! 1 I:L nij ;'0 181.31 W 170.0 691 1"21 907 1".71 NO IMI W IM51 NO SOAJ 07 t,.oj it, %@I UT 114J.1 710 NA M USA NO 0.1 007 140.0 0 Irt 141.11 in I IRS I NO 117-61 M =3 511 IMI On I 11AAJ US M I M I "S L' ' N Sr.' 51 NA I Nil Na US Tis CIA 574 MA M SIX ON 4.1 ON 21.8 ON INS On INA on MA An 111 6 7 81.0 No 0.9 my m m "'I NO .7 7�7414 9 No wh lock oil -!L- -- In ag SO 71.5 4w no AS, ni, su; 51, 730 4UJ US NO 1 US m �2 n_ 0 .0 A� $719 410 a 0 78h NA 4 17A 570 517 mv 40 54.1 US 1 45, 378 TOO 642 US ut N5 So 6 , m 1 4M UA On 40.1f. I. "I Win 41.0 *.1 m NA 4 29 20.0 127 014 NO Al, ",I . ON 2&3 SAW US 2 SOA M71 On Iffib N,2 24.1 lllj� M.3 23 U.7 11 IMN ITS IN 11.9 1" AndmCnInINTallto I �9.wu M WU pr� WWI 010 4- BOO I 3100c.� IIVEIco� UeEw.m.. AnaborClIpPatteme Et=1414. I 2-w 1- -1, I �4 7 Ow 0, .,!k* OAI 'j_ I-Iff I.tm i4tv I-vv 1- 5; 2AMIAO164.75-Nib. oftj� SO �ER! 4n" 1 O�OA 3 �14 ON NO" S' ... .... r .,A IVA A NA .�KMZ USIA I Rmu NO" TO I �L 'L m FLE ""' � 1- w - - -.1. It.. WA OVA K A WA In WA 715" IN" IWIIW M �t o' T! Im 1 1 'N WA WA I NOW 1 WX 1 WT WT E THE FORMULATO OBTAIN THE-ANCROR - _ . COMESPONDNO TO AN ACTUAL PRESSURE REQUIREMENT FORTHE NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR eAl I hHN ANVAN�Vli nE.,,wiw� CUP. C__:>CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEI51724. FIGURE 1: IGUR TABLE NOTES: 1) SEE SHM I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS FIGURES: 1 0 v 0 0 1 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4: FIGURE5: FIGURES me 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWASM B)MULUONANOMUUL'OM CUPS SHOWN ARE NOT TO SCALE FOR EYACTDIMENSICNS. SEE SHEETS 21-21 HOLES TO BE 11ILUE1 IN THE FIELD FOLLOWING DIMENSIONAL RESTROCTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROXIIMTE HOLE LOCATIONS. 4) SUBSTRATE& OONCRE FE SMALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AMID GROUT -FILLED CONCRETE BLOM UNIT (CMU� SHALL CONFORM TO ASTM 0-00. WOOD SK� BE PRESSURC-TREATED YELLOW SOUTHERN PINE WITH AN SG OF O.5B. ALUMINUM SN� BE 606�T!5 AND BE A MINIMUM OF.126- THICK. STEEL STUDS TO BE A MNNUM GRACE 33 AND.� THICK (18 GAUGE"TRUCTURAL STEEL TO BE AT UEAST.12F THICK AND MS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, ISS S.S. OR 410 S.S. MAYBELISEDTOQUALOry IORCRIONSIFROMTHE NO. 68705 16 Mulgan CapaollyTabla (MIS)FIll Corning US (ftlrvmI[ca1Y-Ipad man nations) orOpenIng Notary PON (fivivarywryall�sp San") Slow SAM 70h, Iran IONS 140h 101, 176. ""W'd� 1-adn; Tna'IffiNg. L-alm I Momwar Lwcana I Dwrianc. L-ft ftwarw I LNft wIdO,Z Icad, N*r9d. LAdw Top'llf-m IA*dq R. Oar U.&V I upfulcro Loam awstw., uIft wunly �o Rw1m," LASTM Trapmomo, �m N.NVA,, IA.ft T-Pw-w Leading R-wayal. I wadwom I uaft 1050AIUM Tubo Mulnon ! 11 11 11 11 1 1 I'll 1 11111 11111 1111, 1 11 IT 1 1111 1 1111 N 11 11 11 1 1 1 11 I I PLO "o M M 0 5 170.01 7" IMOI M wao I AS ino NO inoo I m lIcol mo va I Ilia I woo art USA 1_�ofll ITIA 60 117U I 14U 1710 111 lay Ism crowl Ul I SAO I Ism 1170.0 at 0 9a� �! To 71"; 10, _13_ No 17CAl UA IMOI ON Iran I M Into IN 17021 11M Too L cal III INS mo "'A oil Into 1 14u, mo on MIJ11417 LIM-0 -21 Mr-O il-V "A ! ON ! US UWE L", 20-1- No - So 5K 7 As 17001 ON IMO 1 031 VOA I INS IMO 684 UVAI 110 11-2+0-M- Ina Me "00 00.0 747 lall I IM 170.0 IN 121.9112M IMA Too 'm INS IM oil "a �17 US ON 'a. L- a -M RM Uh, 707 Inca M2 170,01 ON IN.01 091 VIA 11110 170A IN 10.71 IIN IN-01 or 80 lag IIN I IT" IT. M7 11216 11w ILI I _2 loot I Ilya 2roo LIM a 170A A A 75A 11" 170-0 NJ SAM V0.0 AS 170.0 Toy 10.51 My in.31 "I ITSAI 915 lAs 746 IN.91 SH UZZI US 97.0 015 11219 US ",a I cis Ims m UZ 015 114.4 915 "41 Wir 111 Aj 915 114.4 715 Win ISIA M VIA 710 IMIJ Sao 138,91 ON 105,51 IN 1232 01 %.a No JJUI ON Al ON IXAI ON ISA I Us Al AS WZJ aSAT-757 ON 045 yjA us R2 all I w %a 47A aw OLI No Sam im 757 140.0 liato 757 110.61 ISO " 757 INA SON My 757 0.11 eta Toy 767 Say I Mys AD 1 TV jj-2 al -jo-o 47.2 T57 Tor Sol 41.3 767 701 01 nh 101.7 NO INS M US My MAI No `517 1 63� 0.1 130 0.1 Ma = am 7msa Me .51 514 VI FOA CIA IN 4M 1 ONS Sol AZ US Say 40 311 ON AT 497 ran AS 511 0.4 4 a, 571 Too M 6. 511 67A 4M AS 471 Ako 571 as AN 42 674 oil 40 say all 47A 01 AS Sit "A 07 27-0 $71 oy-5 Ho 78 In WO M AT OR TVA 435 57.1 OR W.1 %%a OR 12. -a 40.0 SIT 473 m UZI any ag m as m 408 US ".a 542 0.1 m Saw my 407 An So. As 372 4011 NO An W MA 4M I 3LI US M Sao Too 2111 Say . XI 407 W *4 _ NO 417 0.0, 319 no Us 371 ON AT US UA U4 ON AT 2TS al, ON 24.0 -T-- No, -2�*% at IN my m 251 at 21.5 US 22.5 V7 NO -F" -mTF&0Tvoj-15.-' I. I -I -I -b My, M-1 an? US, No 19 192 say, no "I 235 N7 I', Jo. 4 IN w- =.a SO No ", M W No '61 162 NO W170,0 I 410.1m 112 81v4 112MW �Tvxl -S,B--wm.j Anchor ClIp WEW.USM. mMcM ,IrE�.VIMOAS IN v� wu AgannaVISIVElk. UW. AWSNT� 6,.(051 ft.w ft.ras) Padarom crol V- T.-vw I. , i; T: r -r . -1,wip w 0,.. 1 E.�McOrll .4N' .24W 1.- 1-114- 1.1/4' 1.114- 1.114- I 10 I, L mam Imbe 7401ts Or". 1 Wt. Us- ME 0 1Z a i IMM2 Tom WA TVA NVA NA I WA W." SAMON A SO Er WA WA M WA WA AN WA W LIM IS =�3:A=� G- .. .1. .. 135 ft -14-0 -1w 177N I ry SWIM J70 W U1 am 00� 2A.hN0LIV.kS.F.ySV�M1 .? WA WA 1QOft WA L�WA 1. 442. WO. I NME:FORTHEOFFSUUIF,UUhlKh�M�UK�All�RNUM�MUMVMU�� k,�CIRCUED%%lLUESARIE USED MIKE FIGURE 1: RGURE2: I * 11 1 01, * 1111 0 FIGURE& 1 0 0 1111 0 0 1 ANGLE CLIP MUST BE USED IN PAIRS, RGURE4: FIGURES. FIGURES; 90� FF�� TABLE NOTES ') SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING, SEE SHEETS " FOR GENERAL INSTALLATION METHODS. 2) LINEAR INI-ERPOIATION BETWEEN MULL LEN07HS ANDPOR OPENING WIDTHS 19 ALLOWABU1 3) MUI-LION AND MULLION CLIM SHOWN ARE NOT TO SCALE, FOR RWT CIMGhSIONS. SEE SHEETS 21-21 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPRONMATE HOLE LOCATJONS. 4) SUBSTRATES: CONCRETE SHALL CON FORM TO ACI 301 SPECIFICATION& HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU� SHALL CONFORM M ASTM C.90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE GN3.76AND BEA MINIMUM OF.1- THICK. STEEL STUDS TO BEAMINIMUM GRADE 33AND.04V THICK (18 CAUSE). STRUCTURAL STEEL TO BEAT LEAST.12V THICK AND AW. AU. ANCHORS NTO METAL SHALL E)[TEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & 012 ANCHORS INTO WOOD MAY BE STEEt. I " S.S. OR 410 S.S. ANOHORW.- :ORMUI-A TO OBTAIN THE 'ANCHOR REQUIRED-CORRIESPONDINGTOAN RESSURE REQUIREMENT FOR THE WHEN IT 13 LOWER THAN THE MULUOl (FROM THE TABLE) OF THE SELECTED IT WILL YIELD A MINIMUM ANCI-yDR WHICH MAY BE USED TO QUALiFY At. ANCHOR OPTIONS FROM THE I-X2jVX.VS0yMULUMN * I : . I N0.58705 . . * A. LYNN MILLER. P.E. TABLE 5A Mulllo. Capacity Table Obolle) Oponing Wool (for ast[m) or OponIng HeIghl (for rutfio'll) wh Sub, 7 is wto wis I ImIc Rw 'fler LaVdkv wift'. imaug W.O., R" Is om Lmdhg 17 .0. L-hQ lucc�. LNav U.Sho R'UON" Lmd1'g Ta"Idw. I.Ndoo Raftow. t.ft TWolqc, I LcOdw I lUdmg,or I Imea I Irlplflh�, L-ft Rmtw%dw U.Jm T-PAhw I LcYa' Fw'%v'- WON TaPTIM I Lcodr, RmamN. Ismica U04 600-Ahor Tuba Mull 1, 1 111.3 1 241 111 I 11 11 111 11 1 1 1 ilia I 11 I a 111h 1 11 1 111 1111 1A I I 1 1 '1 I'll. I a I 1 11 1 a I a i .01 On Us 170,01 744 i7c.o Ila ino an Inc 606 Inc M Inc 519 17" Ills 1744 521 IxO IUD Has Sol 170.01 SIR Stool US Inc InS Ink M IIWJ loss 170.0 NJ 41 04 170.01 OR Inc 64 17U M Inc Sam Inc 1133 In.0 01 MO UPS MO an 1700 1417 IMO NO 157.? to" ITO.01 NO InI 1577 170.0 NO 110.2 IM 1704 womic M IM91 W IN, Sol 170, INV 1700 ON Inc TIM 170.0 14 17" INV 170A 747 1 0 104 IMO 753 141J '425 170D I SIR 121Z 140 IUD IN loss 140 17U TOO 012 170.01 SW 170.0 "1 170.0 1110 ITOA 7" IUD IM 170.6 ON 11115.1 1401 170.0 w San flat T710 124A in, inhTes, loss lot voo ON ±A -Lai 170.0 MY WM In, W ITS, ni 170.0 I,m Inc 7N Hoc 11% Ing No Inj 110 IOTA SYS 1213 SIR Inc 917 Ill. I'm 03h 1710 930 ITOO 745 Inc IND TO DIM 1137.0 IND 1555 ON I H9.5 INS 111.7 M IN.5 INV IUD OR NJ 1049 m w loss OR 170.0 709 IWO an 51.3 ON US on IU7j to, 11100.2 M 191.4 55 0.4 an mm Ins so, Ixg IUA 14.9 Sas -;,-A 101. i w M H 01.2 E 11,, 1., to, 111.1 an 11,0 Is, 070 aid 700 V, - 1' 05 w"! 2 - -1 W1 Ill 711,12: Yoh lot. ON IWA M M M "A "1 -32 a. -A 704 ocl� M 514 9.9 M 64.8 514 573 47.0 5fl Wh DID 4K MY 40 m2 1081, US w no 32 m 111to Wil 310 MA 305 M2 sus 30.1 1 N, &a 41a@ [- �173 23.111 282 103 1 NO 1 =0 1 OR US OR its 2" U.0 13.0 no I IMM 1 27.7 1 280 12&21 M I US I DID ii I U7 1 269 1 -E[EMS 1&11 2M fSAI UO 1 10.31 249 1 110 1 M I Its 1 20 1 11111 210 I IM I NO 1 00 1 "a 111-41 DID 1 87 DID I 'SA I M AnchorC.mdW Table (lb.111 I zmcaa,aft liftc.. N.Olu I FMWU PT ma I Shia mvv,. 51w AschorCUpPetterts U, W.. V4. M.N.I. um cas 3,10YE110M.. Ilea W. Lap !,q� 11 r I I' 2,ur I' 2,Ur '7_ Or '-W I-Im 1 1414' 1-114- as I.. VO. Mae ON. 7011 .4w ON" 4420, -iwm- 550" -Ti-m" 4A2T4MQW1.I5-oflsOC16hIm4 SON, w INPR�' �w P -A 7? KA WA VA -92 -am Am L, Arg.colorlosli OR. i.= wi 70 "'Ho' iff" Do im 1120ft 3A.M.0 0 'qw, A WA W. KIA 1 VIA WA WA WA Am" '.W�MSIOVI low I 'Socas I 1 141)" Intba STD SUED, 832" .. Irs. .,- -N- 2401to I scaft I KA J us, I I.. - .ANCHORCAP_ NOTE; FOR THE OFFSET rt IP. USE THE SAMEANCKOK PATTERN AND ANVIIUKV�VbO AU I mt almwmw wir. 1-1.011WH FIGUREI: FIGURE2: TABLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 MR INMRMATION ON LOADING, SEE SHEUS 2,4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BErWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS A1LOWAB1-]1 &125' a�� FIGURE 3.' 3) MULLION AND MUU.1ON CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLESTO E DRILUED IN THE FIELD FOLLOWING DIMENSIONAL REST13ICTIONS SHOWN ON SHEETS 21-23. t FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CUP MUST BE USED IN PAIRS. 4) S UBSTRATES: CONCRETE SRN.L CONFORM TO ACI 301 SPECIFICATICNS. HOLLOW AND GROUT -FILLED WOOD SSHAJ-L BE PRESSURIE�TRFATED .500 T FIGURE4: FIGURE 6: FIGURE6: CONCRETE BLOCK UNIT (CMU) SKkLL CONFORM TO ASTM C-90. YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 606�TS AND BEAMINIMUM OF.1W I- X 3.125- X.5- MULLION THICK SYESEL STUDS TO BEA MINIMUM GRADE WAND.045- THICK (18 GAUGE). STRUCTUM STEEL TO BEAT LEAS5T.125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTENOAT LEAM 3 SCREW THREADS BEYOND (I VFMJLL1ON) THE MATERIAL, d10 & #12 ANCHORS INTO WOOD MAY BE $TEEL, I&B 63. OR 410 S.S. TOAN Nu.58705 FL P.E.# NuMan Capacity Table 01,3fily) opening Wooth iforwrawaisparving mthons) or Opening Holglal(forhe uysimming mmone) who Win 7ft solo 00b, Iol lain 14DA wh- i x 4 x.i26 leadell venwana. .aw Owmetwn nwrl� Law1l, RMI.,was w.ft ownflerm ft--Wa wd, malorn.N, Leader, R.now. Ihadl LWw9 yacholar IN� ynTrn* Lud, IMl"9,dff lead, japrefe, uNO, ftomodu thaft TraplMel. tW,O RwtwnW IN'Taftee. thel., A um I a Ifee 1 820 UVO W 1 7" i"A *78 ITU No Into ON IMO M free 619 17U 11115 1?00 521 i7OA 1240 ITIOl M IIMO 14U ITOO I all 14U 11489 170ki ON note 1 14" 1710 lot 4$w 170.01 M INA OR 170h No INA OR Into ON 170A NO lyah Itn fall "1 110.0 Ira 170.0 war twoz Ian mal No Imul Ian Iftel Me 111.71 lan I".0 am 97.7 113M 1 free ON Ohmm 17MO 747 1700 ON .a Inh No Into On Into late I Intel ON I b Has woo In Iml 12W urch a 145 -LM5 Into I am 117. 1 129 Intel M IWATIMS Into ?w 87.6 �= 17010 Me 1710 IV IRA No INA W IIOA ON free file I line IN INA HW 170.01 an 01.2 If" 17" 037 �mo it" Imol am Ins -!I-" 'NO ON 02 life 170.0 _!Ll_ _712 tell 170A fail Do ITUD NO 1710 I'M No? 1012 17101 M 142,9 IN21 IOLI 832 IRA 1042 NOT ate IIU IM IMA 901 emb No 1=21 7.1 NA IN2 TM+1. 71.0 IXZ 125.1 Too To IN _L_I I 1211 7 IT Inkh NO 170.0 745 1512 No MKIA 010 IMI DOM INA - no IDA M 131.0 M IRA Dea, 121A I" My H481 TO 73A M 10" 74D Dan M -W?- lao -we IN my -0-0 744 1, INA SIT WOO To 13?X On, lash me im I w 130.3 M IRA M 117.7 To 01.9 047 IO&T 735 9.7 My 112; TV No 947 "A 713 07 711 51.7 r"A 711 72b 4=9 NO My 737 1112 NO 121.51 74 "A I No - im Tall KO No O&A an 7" "1 ..7 No ".a "a M? on we "a N.3 as as No 42A DO I ran ties 702 In? 05 0.3 In 1Wj GOT W 1 Too N 0 No 7" M We M j4-2 -7n- T42 -ET DID No 612 013 40.1 742 0.8 1 on "'I ON "of IQDOI IN IIIA 01 Too t1.5 M 09 Oth M 74.4 M 9.4 IN 0.1 Of WAI M R4 an to IN ",, - on = 724 M 07 WA I m I No ON Dole 543 71.6 4M 0.0 _14 R3 K_ 0141 4v,� 491 W loth 4N 43.5 M 47.1 40 Aff W Q8 S 2,140- NO No W -SW 24A -215 DKI .1 --!U- .. -M-Tt-7 111.11 . 1 -1 51.3 4711 MA 427 0.5 478 49.7 419 49 473 43�1 412 Me 478 alto an 3th - an 30 w In at -310 478 2" D-F47 V2 376 't,3 41.1 -- 3WI In .5 -3F No an at Try No no On MA 325 22A 77- I Uhl 321 211 1 377 =0 317 NO 317 10 14A 3" 17.1 37.11 Wh -35- .0 7 31.9 ale I The 3" Dye 313 2 4 0 M My LO fee My MI MI lan 15.4 357 17 NO ft fall To 0 TOO 23.1 2N M.0 W 21.7 M to My Ioll Us IN 17A 2111 17 IN lau hNCobcalwTabo, Iffial ONWN` 2.7kD)ftfel 3.51, Net. MW,wu Fammu I pforeN I &to' EW 012SWI ArichmarClIpPallearre, 114-ONMIX.. U.. NotioNan VeEk.wneo B�10 �1�1=111.16DD U. (01 _12.- Man P' LOAMM 1. 2 1. �lw TO r DAV I eaur I-tn- 1 .,m- I t-v - um- 141V r I" I 1.4Ar I MOM u 45DM DOM IM41M We IN man N 4A.. G.� . o.,,, W.,� V., m IN Me IN wo In 1410" it, any" A Mae WA m1b, IM WIN WA an u 51W IDIOM DA. 14MIW WA A A NIA NA Team Ne, A Dato on V-021-27.-VW TIED I-- "hoe 12-1- TOM an w Imlea w notes 'a NO M IN WA MOM 1,92 IN In IN low I'lofte I'm _ 23,10ft .4 2 4 - aloft NO ft MWA :WA IM 1140fle !T22" INO- Mall '-a- la�'- WA OVA WA IVA WA Ne' -T,-'-' WA VA 2AN"Ill an -ft 475INF -W111,"A Re n, I 4A. mon IMN VA WA HM HM WA To A NUIh: tUK I MV��btl "', U.� l.. TABLE NOTES: FIGURE 1: FIGURE2: FIGURE3: FtGURE4: FIGURED: FIGUREO: 1)SEESHEET npMq 9 to SHEETS 2-4 FO 2)LIDEMINT to ] [M F of to .1 3) MULLION AN To BE DRILL RE 6'FIGUREZ SUGGESTED. FIGU FIGURED to to F-1 17 rl F--1 ANGLE CUP (FIGURES Ma, MUST BE USED IN PAIRS. .ANCHOR CAP.- I I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE R GENERAL INSTALLATION METHODS. ERFOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE, D MULLION MIPS SHOWN ARE NOT TO SCALE. FOR EXACT ONENSIONS, SEE SHEETS 21-2, HOLES 4.00- D IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 2143. FIGURES SHOW APPROXIMATE HOLE LOCATIONS. -S: CONCRETE SHALL CONFORM TO ACI WI SPECIFI=ONS. HOLLOW AND GROUT-FLUED .00K UNIT (GNU) SHALL CONFORM TO ASTM C-90. MOD SHALL BE PRESSUR&TREATED YELLOW INNUIDA OF 126*71HICIL, STEEL R SOUTHERNPI EWITH AN 8G OF 0,55. ALUMINUM SHALL BE tiff�,Ta AND BEAM STUDSTODEAMINIMUMGRAD ANDA36.ALLANCIIORSUITOM 012 ANCHORS INTO WOOD MAY ML TO BEAT LEAST.12V TKCK BEYONOTKEMNTERIAL�0108, I'X4'X '12 MULUON of STATE A ULL�fi. P.E. . LYN FLP.E.958705 Muldon Capacity Tabic Ob.tft') Opening dthoorwincally-spairl trunom) or Opening Height (lor had �l"Dam�v"OM) mw Data TIN SOL, I 140[a Isim 1 x4 x.375 flawtusift lamdag wulms Im,lig FINtanvu, LU-ft ll�gwarg- LfrAlln R.INw. L."n Lwarq R*INN'. Laaft 'WRI'll La"" lo..wu I D. tio- LQ&,g Fula"Na. wd, T"".w. RaODWA. U'j' I hrwfflw� w1a, JIM U I L= I= T-I RXIfflwalar L.Arg TafMl� lUd, mum. Tub mr MuRlon k.. am 170.0 17 SM 1710 05 17041 70 17" 1 4M Ing ON 170-01 ON IND On IND Bit IN 0 1 HIS I IND Ul 1104 1 IND RgOl 621 woO 1 14M IND NJ 17MO sm 170.0 ul IND IN3 wigol an 01, if .0 IND 7W IND M 170.11 00 IND I DID INDO ON 170.01 wo IND If. 170.0 OWI WILD I 'DID 1170A On 170,011417 Ing I GOD Ing 17M IND NO ".a 1013 Ing NO ISIA 2024 No IMO ON U` Klaw 1 0 747 HgO 6N 1711.31 NO Ing I NJ 17U 101 Ing i M INA It" LM M JIM INS Ing 747 VDA 1 14M 170.01 NO 110.0 170 ?DO To 1. 1650 1109 1 170.ftll 1170.01 70 IWO Igf9 -7Ra 17U IN 70 RO4 !"x 612 J"gj No 170.01 Got 170.0 '00 1110 170.01 1" 1700 fM Ing ON IND 111, 170.0 MY (No im Ing 1 am Ing IT" Ing of '37.1 I _" Ng Ul 1200 IND NJ 501a I "a 1 .0 -LOT NO ing NJ IVA I No ligol IN INA 120 IND M ROD 1417 170.0 U4 a Ing IND IND IN lag NO ligo IND, Jag 1610 ing usT 711.0 NH I_. NN : 7�� fail Ing lon Wh IND MO. ON 170.0 74D 170.9 lltO VLO NO IND IN2 170.01 00 IND HW 170.0 NO 7 IN.7 IUD IT&O IWO 141.0 IND 170.0 1122 117-5 NO M&D IND 10-7 "I, all NO 107D 1157 DO la M-4 4 MA 789 '".a 1%) IND so %NA 1364 170.0 902 ING 14U Ing IND I-i -1472 INA It- IM5 l4n IM5 JIM - 107-t - ]IN 141X 110 "A 14 IRLO w 1 .0 137.6W it 04 _ ID an Ing JV5 IND IND I IND - IND - IM2 1101 JMO JIM 14U ICU ... 117.3 122D IRS IND N&A IND INg IUD vu- No _nl - an -i=- 117. il- "M um- -W -W 7 1. 1. 1013 MO IN _L 112.5 012 1.12 76 In 17MO 114 170A 07 IQ. IIU INA 1013 12. I 1164 IUD 12.2 Ll JIM 1=7 NO W7 Jim it&' ON 818 11" 107-5 W W '4A TIN TIM OF We- W W .1 it at an S&I JIM M3 M 2 78 ta al 1124 1704 W IN, 1124 147.0 NO flat JIM Ing -Lt NJ IUD - JIM lt5A 01 M3 H24 IM 915 NO HU Vag M 592 JIM 89A an 513 -!La. 0.3 NJ 51A 1124 uz on 901a 10.1 ON Lila 7" go.% U4 U.3 NO 772 844 Ml 724 VA "1 73.3 712 OAJ M M5 1 Na mg W 61A 693 45.0 W 542 an NO U.9 -Tyx- W 47.7 No M Job bal 742 91.5 063 742 742 77.2 OU 010 IQ 072 "1 MY 742 SOLD NJ 49.5 U.1 622 46 IQ 40.0 614 37.1 742 DID W Mg 742 F742 losta has Ua F4 ii� -C2-I W Sal Ut 536 40A 513 39.1 WO 41.4 M X. Ug _742 37.3 400 31.3 M - - 17. -4-- 02 Jej am Dge a] Da., No US 472 19.8 1 583 1 24.7 1 40 HIM Ka 503 450 - - - 555 - 4&6 - 495 -0.7 41.2 ON ag 497 3511 05 Ma 400 UA NO -if! 473 I I DO. No I n4 1 1211n _n.6 6 4 A '3 UU) -�7-8 -39-0 42% Na 475 33,7 253 475 29.8 414 253 ag. 475 0.4 449 04 10.01 416 121.1 1 NO N.3 475 117 W 14-31 475 1172 NJ I"W 20.4 =1 0.7 IN "D "a 1 1 22.4 301 1 JAI M 10.3 _QO HIT MA NO 1 17.01 03 1 - ArchorCaDaeltivTobladbol -1 Zlk 0Q,ok. Mkc,af. Mu �11EI 1=5 ".1 I, I r." Swi 012SIW AaNarlwo, w1w0mUlft. AnchorClIpPateirs IN' B`.UNNN M Ewa Ulft. 114-u.ull.. -� 1 ! ! ;fvNN5) Eft"01.011 _ 1. 2-11 JAM V �IW D' I �t;V I I 'Ua�' -r 1;67.1 FF3 -:L U '�'l �11 '� DE V 11A W I 'ft oft U' ft I MIM I 4111ft ��W uawrawixuowoo,r�l NOft WA I gmf�ba FA NO 'A MA WA WA WA k. IOU Ib' JIM. .-NOM .. 1. w ga VA NOW 140 ga la, IN21b. woo NOW in" IgOga 2301b, 2844ft MOM KIM MA H411. I I I.. I I 13V NO" 1A NA HA NA WA IDA I ?Mft 410 IN NIA uolDs 1 -Z" 4 "IND 0 I.IV P LIV.1 DVA WA WA JDA No. I WA W-A am. NOTE' FOR THE OFFSET CLIP. SETHE USETHISFORMUU70 CAPACITY REQUIRW I TABLE NOTE&' FIGURE I: FIGURE 2: FIGURE3: FIGURE4: FIGURES: FIGURED. 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLESAND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ITFUMMEE 3) MULLION AND MULLICIN CLIPS SHOWN ARE NOT To SCALE. FOR EXACT DIMENSION% SEE SHEETS 21�23. HOLM TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-n. FIGURES SHOW SUGGESTED, APPROXIN&ATE HOLE LOCATIONS, FIGURES: FIGURED: FIGURE7: F-IF-] ANGLE CLIP (FIGURES 5&6) MUSTBE USED IN PARS. 4) SUBSTRATES: CONCRETE SHXL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHAUL BE PRESSURE-TREATEI) YELLOW SOUTHERN PINE WITH AN SIS OF DIAL ALUMINUM SHA'LL BE G�IZAND SEA MINIMUM CF.12V THICK STEEL STUDS TO SEA MINIMUM GRACE MAND Z4r THICK(ISGAUGE) STRUCTURAL STEEL TO BEAT UEAST.JZV THICK AND ASO, ALL -ANCHORS INTO METAL SRALIL EXTENDATLEAST 3 SCREW THREADS BEYOND THE MATERIAL- 010 6 M2 ANCHORS INTO WOOD MAY BE STEEL, 184 S.S, OR 410 S.S. MEMO/ .ANCHOR CAR_ FROMTHE k HID. Fl- P.E.0 Bad].. C.P..Ity Table (11offe) opening den (forwries"paght, wh sew Us, 00� gusions)VOpontrigHeight(forhosl 3.1Y.Parrinins.140m) SOM Imb 120h lob low 126- a RattamM. tAwwaso Na� �br I Lc.db' TvTWO . lawg RhIsawlar "a' Rap7dwa. Lmav Runsts,tv Loub, �ORNOng- Lewin lba�uKWI Tapman; L.a&, R W-01 Laadq TePrIdw Loadap di �2 -=w , T=U- M-a-ze SAW x .205- Men Tube M.11 01 i 4.11111 1 11 11 11 2, a 11 1 I 4. a 11 I 1 a I I a I 1 Ia 11 1 11 11 11 11 a [h I I a a in Iree No INDO 05 170A 1 744 IMA 1 478 170.0 M 170.01 W ITQO I IN M 1710 1 510 17001 1110 170.01 SRI 17" -0 170.0 621 170.0114U 1100 1710 1 17M 1 V441 Sol 161A 17891170.01 521 1 ah T55 524 17001 W I One I OR 170.0 IS. ON 170.01 OW 17001 11M Ile Sol 11 70.01 L_ VT ITLQ -�4�11 _iaa _ 1317 IRS 170.0 ass, Ilel IRS ITOLD 50101a 171.0 No Me I M I IM01 031 ntO IRS 170. 11 M M! I In P., 1710 73 -110-1. 170.01 747 S67.0 14541 ITO.9 TV 13" 1710 750 TIOA TZ L10 _A _750 NA M_ 101 - -ims, 1114 _ So un 70.0 be 7 714 L 612 .0 IN N 1701 I'.. We ZO �'.o 1 17010 I's 110*1 "a- I- - M1 tn' -LM- 'Ve ITAO Sol IDC@ 13M 1"0 Sol 91.7 -F- 17OLS San ?Me a 05 ]�O v- IN -I-- 70.0 W IN"' I'- 115 IV me IN is "U me 2 T -TOT late an ZDA SO TI- TZ ON - US T"i S' Im of. he I= 745 U0.1 1051 1700 am 1371 105111 155.0 So IMA le" 101 1410 Us M7 101 M3 $37 Out - -F- 257 0- 0 '9- 1 1 119.5 022 w TO-11,11, Hot an 604 lot list Sala T7 0 Q -F 50 1193 957 1151). M 110.4 07 134.0 TOO 104.4 07 tote M 5 MY it TV 8&6 as? IN A To "A ON less 750 To 1. 'UT ON TM-2 M 2 91.0 Rea fol.3 6N SOA SH Sea GIA M 1Z. - M. a- 64A IN ISO W 06 M TL3 01 a. -9 "1 4 114.. .31 LT 1"1 . !U - 722 -1 .2 L (n' 7&2 ft. SOO 40.4 72a .7 00� M TOD UN -;5_6 -1 .7 US U.2 M Sea 5114 N To in .. 64A I Us 0.0 1 W 72.3 M TOZ 11 -3 sa , -a 7 See 31.8 an K7 536 win us 615 4V 54 0 511 57.5 440 47.1 310 SMI 01 441 515 44.7 434 So 6 ME, 1 34.3 453 W 404 45A 1463 141.1 1 IN 110.0 1 an 41A 391 W 4 WA W US! 03 US 379 1212 453 UA 374 22-0 am no IDA Us Us W 17.9 53 Me M josh U.1 US UA SU 31A 355 no Its V.2 359 W US 0.6 "1 an 212 6 N.? 3" let US no ISO 39 1&0 293 - - - - - III Is Sal US ne US na 3?a 1 =11111 25.1 335 At M 212 2113 19.5 SU 20.9 20 17.6 313 let lash U.8 an w wa M I as ase, 1 I" am 1 20A US 17.4 152 US IGA M 1&4 NO 144 is 10.1 S&I la"� in 11 AnnorCaDaelly Table 11bol setstanal 2A�� aft0an. ". RAU -MV. PIWOO! us 71 Postal 0 2 "t M28.1 V�C.E�f!up Unwon vwecowmcs Was, u S.M) sueam se-05) Ancit.'ClIppattatus a,. DW 0" I ...I N, '.a- Siff 7 v 2mr "1 1 441r 1 1-114. 1 141V I-SM 14Yr mom 2mbe, a 47w wt. SO M Woe Off'ft- N Mia I Ink I WA -NIA "A wite NA NIA WA WA an" =29 Need NOWS HIA m;n Tam Ma flowne one Mae iiwta a'n' TO. 4), NIA . . e, - .... i amen I AMWI ixiO Me 511 1..- on. , Use , as he I'll. 1 .1.1. 03M Imm 20 a an SO FrHP�10611 Us an NnA oe- a Un S. NOM- FOR THE OFFSET CLIP. USE THE GAME ANCHOR PATTERN *D *ICHOR VAI I ES XSTHESTANDARDCLIP. FIGUREI! � 0 1� 11 91 FIGURES FIGURE2- AMCLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURES� FIGURES: : N o** I F -1 TABLE MOM: I) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOMING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS- 2) LINEAR lNTERPOUTION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3, MULUON AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 21-23. HOLES TO BE GRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 2143. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI SIM SPECIFOCATIONS� HOLLOW AND GROUT�H-LED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM To ASTM �W. WOOD SHALL BE PRESSURE41REATIED YELLOW SOU`FHERN PINE WITH AN BE OF 0.55. ALUMINUM SHALL BE 6063�TS AND BEA MINIMUM OF.126- THICK. STEEL STUDS TO BEA MINIMUM GRAD"AND 046RTHICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEASTAW THICKAND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. W10 & #12 ANCHOR$ INTO WOOD MAY BE STEEL, I" S.S. OR 410 &S. KNOR�1111 gmem tG- ,I" %kI 0"N 41le OCENS, MD. 6370 STA ED P.E. I AULt, JJA MARA. C .... IWT.bb(lime) 0ARIng WOOM (brwrft.9yspsOr,M Job mm00111 lob look, Otiflo.) SOM low Job . lob JIM Imb 1.w x 3.23 `NdbO Tlby,� ylbj�l I Ionia 7�. IA�. Ricl.p. I town; T,%IT� L.1b; otbib,oI, J.do �,yvwk lubbpw I.." T`b`y`bA I.dn, ..p. I ubbe ,aAa. �Obg Nbib,,br Load, T.Vpi� LOodho Nactir,kiar kNobe ft"Irwil. IkIng lobloIN", L.I. �Ibx Was "umTolik MINN. 1 11 1 1111 fill 11 1 Wh 11 11111 1 11 1 11111 1 , 1 if 1 1 11 1 1 I h 11 1 1) 11 fill 1111 11 11 11 1 1) 1 11 1 11 11 11"1 ONIINA1 415 IND 1 711 1 Job 4M I"A AN IT104- I LZU11 MIZE IlAO ,0 NO I 1 U 13 :� Isis INA 521 1 Jay lit, I IRA Set tell lite Ilito An Ask I tell INA I a] leto 914 11 �-Hwl �1.111 'W41 N' me too OFF 0 NO I A?A on I lac as at mm 17LO ni _2 21-1 -!!L 1!2�75w 1 ILA 1 L47 lao Am 1511 SIT IRA I An ISIA I III two '" jt�1.2 ces las -;2-7 my I luel 'a I vA we 1 Jesse No 70A .7 loss , NA, my Isk, en IN. .1. INS so in.. 1 OR ... I we 141; "1 oss 'All Am IRA No well No AN 111.3 No 11218 as sky Am 123A OR 67.0 00 las Am - I Ilk, I's Isall Am IM3 10 "'.1 us its 1 743 1107.8 on no I le In me TIA 70 N., M I do? 7461 W Us 512 70 0.1 M 44-5 140 ZT .9 As NO on Inj on 111321 AN IR4 AN 1014 1_!!S ?7.1 1 Bit LIA se, "d -!Ll -TI U-1 "a AH 1 5'.0 0171 77.0 seve "A me -m-7 wT Am al, 517 717 Am m7AI 617 I'll Am IiA My 811.3 We wAT Oil 7. _!� an _ 72.6 194 N6 017 M? U "A "? 104.4 463 JAI Fvv az nla 617 at Am ... 1.1 10 02 ON 0&1 OR - 71.1.10 7.- no ,,, I is 1�0271%1 "s III IIA 61. .1 "' "I I. I No to _! A A 'ill no ON I As as Job ?Its In 7 AN 51,71 05 1 no Sol w a ".9 No 44, as 42.4 NO AN At 2 ON 4 to. 14 No 422 §12 .2 "1 40 ob, no as I" .2 1. a. 45.4 i w A -n-A ... LO No No - ske - al - .1 - bo 441 111 20 In ay No Job 12A In 41 I AN 35A OR $7.01 20 Us 312 32.3 IN 2T.6 -�W- Ant r In Net AN M 21.2 132 al .. ... In Jose ISA no its 262 113 332 111 No le. 9.0 2.1 35.0 fte all NJ I All I IN 1.0 11 -21A -- 21. .1 WI 20 IM I. Am 211 ka 11.1 NO 125 111 I&A 212 all AN R. w 11.5 2. -18.3 -�l 7e.2 - -1118 Ill. " 219 2" m Me -, IN -We -!,-. 7. -7.7 I.. 17.6 Is? N -L9 "'A, N, obasek; PTIJkbd I � I OttElbl"I'881OO no. "" '8� o", = 114-OboUimbb, WIS.- Aculculto IN I AndwrCEPPMNITA Go. I.. So v 1. 1.7 1 1 I�J- 1�1 144- I'l" d 2AbAbm@`?s be W Im" r. MU IN N 11i AN— 4A.hom ....... no. More -I TwiN -"A Eli 7-A Am ON IRAN losellb ii'A'a 'a" "A" "b"" illgt 3Arl"Q.-ylm. JVA se NO NA I. I "I i =WA 1 NA NO wom IyydbrIF4m(FA I MIN "51A .1. ON Is. so, No I " WA i NA I WA I N�A N?A ON FIGURE 1: FIGURE2: 1 0 0 1111 0 FIGURE&' -: F67 0: 1 RGURE4: FIGURES, ANOLE 'LIP MUST F BE USED IN PAIRS. FIGURE& TABLE NOTES, 1) See SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 MR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) WNENR INTERPOLATION BETWEEN MULL LENGTHS ANMR OPENING WIDTHS 15 ALLOWABLE. " MULLION AND MULLION GJIPS SHOWN ARE NOT TO SCALE. FOR EYACTDIMERSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-0. FIGURES SHOW SUOGSSTED. ApPROKMAIE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE $HALL CONFORM TO ACI 301 SPECIFICATIONS HOU-OWANO .-. r.PILLED CONCRETE BLOM UNIT ICMU) SIALL CONFORM TOASTM C,K. WOOD SHALL BE PRESSURE-TREATFD Y5U-OW SOUTHERN PINE WITH M SO OF 0.65, ALUMINUM SHALLBE 6063-T6ANDBEAMINRAUM OF.100- THICK, STEEL STUDS TO BEA MINIMUM GRADE 33AND .045- THICK (10 GAUG4 STRUCTURAL STEEL TO BE AT LEAST.126- THICK AND AXI. ALL ANCHORS INTO METAL SHAU. E)4TENO AT LEAST 3 SCREW THRE� BETOND THE MATERIAL #10 & 012 ANCHORS INTO WOOD MAY BE STEEL. 1 GS BS. OR 410 SZ. . ANCHOR CAP. - ME 'ANCHOR US-X3U2!7X.ID0y MMLION VA RIO FL P.E.0 50705 I AIM� IVA I Onelf.9 Wdh ITITATI) P.1.0 "a (axwAckoh, parad AUUUITML AID, ANSI I took, wt. low 149 IOU, U'll"40 R.IIlu Twme.n. Nampla Tispad" ;TSIlm,uW 11a0likirn. RatInNim TrapIlIms Bad"" Rulm"I TmPfrdan R= "InlTI LNIST9 LN Luft I I hR umb, Logo, LISS, I WIM, L."k, LvIco�, I DADS Auto f v f, f e i t i 11 oT T111 , I hil OR WfNA., [R '119 I I III 1 'Re. ill I 416 a I 3A. 49 42SI 2-1 m !70.0 go 1 .0 1 141 744 1 INA 470 110.0 M INA as$ 1700 on INA BID 170.0 ills 170.0 AN 170.011H.Illoo DDI izA.M.-I 99-n IBM inb 821 W, IVA -Tm- I A �sx AN 1700 IN. No AN INA SM J"U) AN 170.0 00 110.0 1133 170.01 AN INA torm 170.0 To INA Fm IN 6 It To BIDS U, NOO 747 Ina SO n, INS M 'a, USA Ing 631 170.0 INA 170.0 Us lics Ina MI an vDA 74, IN 17OR ma IT" IT" 0 11 2A Ina us 133.6 1817 1 mi. INA ru POO 612 Not In, .. ass Ina 11, INA N% Not 754 .170.0 last 1276 INA M -Igs.0 1170A INA 110.0 131 11" ON V 1,71.9 Ing 4.1 in No "1 117.3 139 Inc AN 60 In IVA US 7wo-A -;W11- 777-0.0 lost Tm-c -F97 ".a IUD Ing 078 11700 1417 INA AN 161.1 oil NSA am 170.0 IBM .!4 Ina list lots I'll INS 100 mi Isla 17011 INS I gok� TWO IN INA 745 17010 1116 'NO TO INA is" vot No I voks ING INA ID'S list 1370 INA ION 1141A LW2 I A ills ISAA 1072 III Ina IMI Ion 793 Ion 166,31 100 ,A. T I m. -7;w 170.0 ... lies $70.0 on l%S I., Not IN, I IM21 IUD I . 1013 INA -IN-6 IMI ION LIU _L2 1211 a' W A moo INA us mi lug -TH-1 INA ills -- 139.9 w4o 7w an T, - -i, A EFErn-21 is _10_ DID lug No, 046 wzy IN no 104D 24.3 -T.- 69.0 IND Oil 920 U 91.11 an nj� Ig'! 112.1 !M-1 WT 1121' Al 22 IN Ill, "I N58 so 1013 No ills Mi 1 09.2 041 I 100.0 777 N.3 "1 11, us 75 -wu 741 W - BID us 74A IN 44A - 21 j -ma 17 Ing m IVA no INA BUD - Ills - 767 - all, am IOU T63 92A AN 21.9 740 133 IN M.1 IN -to -- ve-3 - 05-0 - .2 - -a, MT 47.1 0 6TA mi 41) MI. 9.9 No 603 SM oil 671 6" 74J 6" -61A Oil 55.3 575 617 671 2 NO N 43.0 all 11 -T 01 MI 571 111 AN 97 all 3. 1 611 MI 1 m Bob 701 NO III IV 'to OU 61A Sit 0.6 UM am MI 44.3 1" " A _ 1 -L- IN 35A 60 39S 40 no Sao MI IN A.) DUS 316 469 Mi 6" - 203 49 no 312 171 am Ill ?1 155 IN 19.6 IN mc-m- 4AT 466 RA III 41A 464 1 425 414 us NO 37.1 450 31.1 AN 40 ".1 mi 7117 45.0 44 463 IN n mi III mal my mi 31.1 "1 no 441 $ 374 441 ��21 6 30 IDA MI 11.3 NO at 17.0 351 17 38 A AN 302 No N., -- 3" Us IN III MI No 221 310 In is on its I mi MI ua 21 211 W 17A IN 111 -T 39 IIA AM 15.) I, go, No mch.'CUPP.M.. mal Awl m� Man.. I Imm.tMAM., AIIIIII., 0 KANUNAM &.00 I 2,Vr I V I 2-VZ FIGURE 1: FIGLIRE2 I * 1111 1 1111 0 "1 FIGURE 3; 1* 0 FIGURE 4. FIGURE 6; no* ANGLE 'LIE MUST BE USED IN PAIRS. FIGURE 8: TABLE NOTES, I)SEE SHEET I FOR INSTRUCTIONS ON WING THETABLIES AND SHEST25 FOR INFORMATION ON LOADING. SEE S�ETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENOTM ANDOR OPENING WIDTHS IS AULOWABI-IL 3) MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE FOR EXACT DDIDE14SIONS. SEE ISMEITS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DARENSIONAL RESMICTIONS SHOWN ON SHEETS 21-2S. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI M SPECIFICATIONS. HOLLOW AND GROUM-FILI-ED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTIM c-go. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUBINUM SHALL BE 6063-T& AND BEA MINIMUM OF.100- THICK. STEEL STUDS TO BEA MINIMUM GRACE SOBAND .M' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEASTA25- THICK AND A3& ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEY014D THE MATERIAL #10 IS 012 ANCHORS INTO WOW MAY BE STEEL, 18.9 S.S. OR 410 S.S. .ANCHORCAP... THE 'ANCHOR r /1061 N.M.11offl, I2vX3.wXAw MMUON Fl. P.EJ 15 OnnIng d% VerWitionlYSPO ale UIZ lob win mWOM) OrOpOntrig "eight wh (trioc, h[OWPoeftneeNO.) loob 120h 140h "Ob Ra lo%ni Rn�d:W.' dig ThIM4.1 Loodo, R=,W. be Tl� �d�. RenlZe, le I. Inmg. M R=ar T.'Anm'� undn' And Luling T.,rrU,. Lft R.O.'Ter lbeing R oTrIm LUMO Ridegehr 11"b) 1IMPTillak ladbi Reinvest Uessa 1hplialb" Losses fin At. lbb MUQ it 1z 01 8 1 1 1 1 3 It 5 A SA 1 a t 9 1 j 1 11 11 . 'n H 92 1 . 1 a I TA, 1 a . I I . 'I x .1 I . H U . . is Nel . 1 f f h a %& TO. I'll"I "I 0,01 606 uloo I $It 110.01 MI 17 us like I use Roo at Doo I ills 110.01 "1 Inc I Isto Inc I Ill 12! HZII F F__ Ins, me Imo sm 170.0 1 m I ?so I ISO ?CA I lim 170.01 661 lie., 1216 V6 ills oil 1104 141T 170.0 m ale I Bob 110,01 Me '70.01 hill 241n, Ino mi 1702 Me I L" unto as trim "I I'll "'I IAOZ 11 el' '" I 1704 MI IN& lice ?47 147 tn.o 14% 17001 In IT&O 11193 .. 3 !:��! 1 L- ��!! 1 !-' Inc _1391 ilob U -L- !'��*_no! Pni n 110.0 Ise Inc Got 14,11-1 H".. 1, 1, 1, "'. win: - Too .... I ILI, ROO *170.6 .. 937 ... A 15" 170.0 ou ... too :;:.: - 240 170A at Ilso let 170.01 file I woo 1 078 .. 40", 1 Iloo till 900 170.0 r, 17�.! :!2 T ! 1.0 E.- 1.- M., R 1U.11 2193 170.0 less "Do 012 ]lob I No ITO.0 I las 110Z lots 0.0 111 'at ... it" 10 a To lob less ty" m II Ob, si. obb . . j j lob "t, 1171 11.7 lilt i E DIZ ON I 1111 1111 "... 'I'. INO I'll loon 11.5 170 I us Ila 1210 I too ". se less ties In, hot .0 'III for., mi. 111"I low L711 IIl Uri Iloo 14U �11 R to �12 ... ITIOTI-ce 110.0 1221 184.1 1714 ITOA 11315 131.71 ILU 1991 INS 116 A DU tfU so Me - "A L_ LWA fill U., LTM 102 Ila - J1 In I INIZI 11. 'obo�. no Ills it& 2m %ses 'fa "be 'oa Toll 1205 1,, tus as use 7jj, 3 so 1210+11M+12 -I' - ma !Lis 17 Im U,2 $21, rem 1110.011151 vowl-owl i7O.Q I Ism I Imo ills 104 14V - 161.3 1216 1XI 1471 be I t2b, _w? list 90.9 1147 NIT liso I Ila I va 1471 TIMA 1156 No TIr 70.3 M I! Z2, as IMA Ills 107.21 .. "I I m 1110 1 Ila I set ".I 'Ile Ise ale w lie MY I'D osm 117.01 am Debt 1 -In 911 97S %Ole am .6 97. 013 -1 1, 011"1"1" v Us *0 IN UA In 41.6 976 -L,3 0 66 "s 49.3 7V losse, m I "I UZI Us as I Ill I.N1 I Us .1 771 91.3 my -m- no Ill no Us w, 771 so ai MI 711 324 In ".1 1 Ise !jo L13 41, 131 V. in 77 7.6 In I so 2m_ N 0 ON '4_ ai no IN 31 111 #2 .0 IN 72, 1 w- A ]7 .7 E ip ol _a al so. "A' 621 35.11 as as as .01. 144. as MI 300 213 411 -a 4 no "a iw TABLE 1 1B AnchorCaDmity Tight Bob) 2.400'an IkUbe. fleksmel wo... �A ;� . III,- 41211� E.tw AnInhorClIpP.Hem. ultnion AQFWO"I UK. I nnIn Go'.. I (OU 3.10 2_v? I V I . I �'eur I . o,en. I aw I u� Eneto,ItI.101 I� 1 t4l i-ve 1-111 1 1.114. 1 I-Vc 1 Vill. 1 Ill, 1.311. 1 IZW I an. I Imm, VON I 2110!� I 354W Notes M 'W AN- I Go _wA be I NIA 11% -A NrA-- to I HIA mon I son. lamme 02M aboo I ".1a WA -- MUM I _2�011ifhe...ln�qlli,Xl .- I obobs I IIIA be FIGURE11 FIGURE2: 10 11 �� 1' 0 1� 1� a FIGURE3: FIGURE 4. FIGURE 6: me* ANGLE CUP MUST BEUSED IN PAIRS� FIGURE &. .ANUAORCAP._ BE TABLE NOTES, -1.260'- Aoclftn.Mla�zls" I 1) SEE SHEET I FOR INSTRUCTIONS ON USING T14E TABLESAND SHEET 25 MR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. IN N .......... '% No.50705 S(A ED It Ptomol`..' cq\ .... ..... '/"',%�Al "", A'LIINNMOL�R, P.E FL P.E.0 68705 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDMIR OPENING WIDTHS IS ALUOWAJ 3) MULLION AND MULLION CUPS SHOWN ARE NOTTO SCALE. FOR MCT DtMENSIONS. SEE 3.W SHEETS 21-23. HOLESTO BE DRILLED IN THE FIELD FOULOWNG DWENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATION& 4) SUBSTRATES; CONCRETE SHALL CONFORM TO ACI MI SPECIFICATIONS. HOLLOW AND GROUITFIMED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TOASTM C9O.WOODSKALL BE PRESSURE-71REATED YELLOW SOUTHERN PINE V41TH AN SO OF OLS, AUJIMINUM SHALL BE 806�TS AND BEA MINIMUM OF.IO0"THJCK STEEL STUDS TO BEA MNIMUM GRADE 33 AND .045� THICK (18 GAUGE). STRUCTUR&LSTEEL TO BEAT LEAST.12T THICK ANDAXM ANCHORS INTO MET& SHALL ElITIEND ATLEAST 3 SCREWTHREAOS BEYOND THE MATERIAJ.. #10 & #12 ANCHORS INTO WOOD MAY BESTEEL, 18S S.& OR 410 S.S. MULLION -Wh 125'X3b4'XbW MuWonCavacftvTabIQ(TbaMB) Oponlnp Holght(bi-tv 0�fgp cauchoos) am Bob 701, 50h Polo Not, foob IMP, 1201, R.N. wrim I R.wm awwg� I RN-q� �PiIoMg, R� inonagoo. R.� T.PM ft�� N�w"" =n' L-f, 2x4x2fi �.�g I I I-d-D �g UNI, Wag, LDod" - Lown gPoI 'un.Tub Mulflort 0 I ill 1611110 I �j I 1111T h 11 1111111111111 1111 111 1111 al Ill, 4 Ill 42� 170.0 aga) 1MV In Ink 74 Ino Qe InAl SM 17041 M 170.01 Sto 10.0 tlla Ink at 17DA IND 170.01 621 lick "a Ink i, a b Ink IN ilao 5104 Ink I ago Ink I an 170.01 JIM Ink 1273 lick ill no 1417 mo No Ink W 171. No amt. T?7.o Tu M. M. -Ila "a eg' IDA KIM too 584 1110 74 tick IND 170.0 747 MA 1404 lick IN '"01 2m Inol 7M lick not - Ma IN --WM lick Tv -0 1.1 to. Tus no is, I A I an 0 L-0 04 7 a. 1 0 IMP "1 1013 L-- ' - -, 17 a gas %mj NJ IMC 2M t MA NJ 71- -11-0-0 sm H-. go o- IS, 1240 170D Va 170.0 1411 7700 94 Mi.. ii. Ink 1171 Too I= !a I P, - .a +-R- I. Ink 24N 1-0�1100 _g noa, Mag "&a Ion BIDS, ak, JM01 74 Ink 1 1118 V0,01 No Lm 1. Mo 17U 14M ink tout it" ion 170.0 1 ion IMP M, 1700 Ila 11053 Wg in III 10.0 1 gin 170D lilt Woo IJU Ink 974 17101789 170.0111601 inol Plot Ink iW MA 1002 Ink INS 170o 11 70.01 in - lick INS 174a 120 lick 2038 ink IRS 161.912437 Ink IM M91 M IMA IBM i7ok INS vok Go an -1-M 14" 7 0 in vok Int 12,1100 �11; 170 0 :70 013 IMP I W5 Tw- -iiu- ink Ion T4o-.a T u- i7oa IMP 10.2 21M 17M talk Mb In I 'Mo 15 ..a I= moFile, a&, ! Tag 7m- To.o I. --- Ina Tm- Is- - WA IMP 1.7 IN, 7141 170,01 Ml 1700 7 1700] IN% 1170011115 11111 W 1701LIN2 IMP M.? loci .... - 131.4 - all lftt INS INS ISSI 147� 14?3 139.0 14H Jai INS ion 1 1323 JAB Ion an a MA ZM _iM.0 'In SIX INS 1010 1147 74,5 IM WA I'm -852 1105 -in no Ila IS .9 "M --!z 4 711. 1 in"91 12211 127.01 Iwo me go I2a S&P 1044 51.9 A Sto 737 logo 42.4 a,. A T= ".2 03 al INS PILI IMP m Sig 0.4 AM 514 ILI LD M 51.8 071 Na 015 43.1 01 404 M 971 4.8 "1 into Ink Pit INS I Sir S&I no No 7" "' I" So. IQ U's gig 37.1 in 111h VIA 1 I I Oil W7 IN 41.7 111 51.0 774 to "A "A V7 go 37.7 IN 4tS SM 31.5 7. M4 93 IN 7-A "I MA IN PDA 631 _TM M IR2 US 19.8 44 545 164 44k I"h 1 417 N, 02 SPS No 137.9 1 40 13121 W 1 31.0 1 421 273 1 1 a2 05 M,B US M3 470 21A M "A TABLE128 - - I - g,7x(WPoft "'Mo 025M maw So W IVE� VCUOU`� �2-11r2-Vwr M&OW"B"goo ""ft;U-�-TV r AMSSUI- a,, "a"i a si,aSols) ArloborClIp Paticia. I Dobwcaololi 'WV I 14VI 1 �4' 1 1-1 2� 1 �114' I Vill I SIM' I 1'tif I I"-- I 4AMhas@2M'M?10- oMwJRxlIMat)Mon3� - 700, 74D. =a IN IQ." NIA M. M 75-M- RIA ft -WA -WA g SA.boadlil-MV, or �'�M"4' MISS 'A A Do login N. to goa � 1-0 4"Socio, _Q* on I.. IMS. EgQ-3 f MISS . MRS Sig mu IBM" -sx-ft- -13w-w -fm--ft- GAMMO br-fun-ft-TM-1. A � WA UIA WA RA -WA -WA NIA -WA WA WA A A WA WA "A WA IDA -70-. M -WA MA -UIM SPA ."i-V o" L, 370 "- Ma I 74,B. SMID Mft �IFA 1. 1 IDA bllga� NOTE, FORTHE OFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANCHORVALUESASTHE STANDARD CUP. FIGURE 1: FIGURE� FIGUREI FIGURE4' rm. FM F-Mo a] FIGURES, FIGURE& FIGURE7; FIGURE& F(GURE91 r T 'I FIGUREN: ANGLE CLIP (FIGURES 5&6) M' MUST BE USED I 1 .1 0 IN PAIRS. IIIN TABLE NOTEG, 1) SEE SHE� I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE S�ETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MUI.I. LENGTHS ANDIOR OPENING WfDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE MR EXACT DMENSIONS, SEE $KEEPS 21-23. HOLES TO BE DRILLIM IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROMMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE S14ALL CONFORM TO ACI NJ SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOM UNIT (CMU) SHA� CONFORM TO ASIM �90. WOOD SHALL BE FRESSURE.TREATEO YELL= SOUTHERN PINE WITH AN 80 OF 0.55. ALUMINUM SHALL BE S0WT5 AND BEA MINIMUM OF.12V THIM STEEL SUDS TO BEAMINIMUM GRADEMAND.ODs-TRM (Ill GAUGE� STRUCTURAL STEEL TO BEAT LEAST .125o THICK AND A36. ALL ANCHORS INTO MEIALSRALL EXTENDATLMST3SCREW THREADS BEYOND THE MATERIAL. 010 1912 ANCHORS INTO WOOD MAY M STEEL. IS-B S.S. OR 410 B.S. .ANCHORGkP.- VX4-X.2VMJlUJON N"153705 MuIllon Coolory'rablo Ybefil) opening (fwmdc-*SpaHI indfions) or Opening Flight VU110fiessaIIII MW=) SON Saba Tom Sam Bills Inale f"m 1401. ISBN 2xExJ5 Racealtdo WON TWN� Laideg RIFINN's I UFF.I. Ts*n1- Leadia Firtarishe leadlea lawrian, UF . IS floctaitillit WON nsrlrld� Lawlit, Motingf- WON I - TUPITIN,, .1caft, leschimular Wades Te'llrWas, L.E. ff Wal, lawirlders, WON RNINviefte W" MMTJIN Lesda RNISFOI Wift Me Lead, Alm l.n 11 2,1111 1 11 1 1-1 1, 11 11 9, 11 1 11 1 h I 111 No 170.0 1 BM Me 1 05 1710 1 a" 418 Iroo ga 117GA 1 510 late I tire Incol sal 17114+'121"l 1" O�Ul L110 "I �Jaa Ul rate i INS 17MO Ul 'Too 1 ION Goal 521 am 17101 Me ratio I Su troo I No H110 170.0 ItU 1170.01 Ul IMAJ M 17U ON "Be M 'Mo� No take we Illoo - twa - 110A we 170.0 an" lisp no - a. am 1-n ,"a a 3 IM41 we IM.01 631 late LIM Me 1 04 Lisp ItO iTeD M L"' '± 'as 1,Vo 7 "A 14" IM017M 17MOI 17M MO IN .7.1. 1104 IN 170.0 =1 into Me 1z.; :2 ".a M ITWO 1 80 free I Ilia Into I YU 1704 IM Laos am M... '7 7 1754 Me, Intel W 17MG 11013 111 all$ 170.01 22H Use I set 170.0 raw into "I Gain 170.0 Use ne 170.0 ION - -F7-v I i7o area I no I ties I are 170.0 U171 IMID IM-01 I 10 M000 Into 15% 70.0 M IMA IVI We 1710 ING 17" 74 To It LMA so ties lam Inue No ,a T. ITso 1013 MA ina 1103 am 170.0 74 170.0 US - - ties 004 1110,01 cm w w- I s 170.0 IRS, 1700 Ila DO Laos I Fe rate Min 17s] ties I 1700 In.. Ing In Ims ISO Iroo I o am Ima Me R. Was IBM Urge Goic I a lil 7 IM4 Too 1213 17U 1315 - Me Via �o 17 0 last into ills ties laill Ina, am wh 170. It IT 12141-11 Bath I RNO i 177% Ism 0 11170,20 1710 latis 14U 15811170012125 11];:. i7o. Intel 1 traw 220 13% 1701 1141.41 IM 12MI 12262 1127.21 INS Axis 110.1 4521 1 IRA 110.1 =18 HIS W341 Sol 2832 =52 I i-IOLD 120,41 Me !IBS Bu 13N 1 US II.I. 1111 SA wi. !In 1 ON 07.0 all 2252 JIMI 1.4 11 Ges, TABLE13B -A., Nita ... lWT.W.Ceal I 3.5k(UN. FBI Sir E 1/4' Be Baial We' Eke V4'SSmw Sias no 1128-0 I j 1 w-, Be 'IrEJN;;m V4-I!mtJ. Uflae. AW&GAIN BOB) si.sm' ft. AnchorCHplialterns z I - 1 r o� I.- , N, lar isit. 4w. 1 Waso 1544flo L'029 Mr� woma I 17MIN staft mona Elm IN. I.... ...... -fu-ft- -a 1-14m.0 "' 3" 1A 'A SIPS. WA MA MA -Tww--" 363 -�fuw- ITS ft mom me Be 1 ew -7. -f?"m -A. me ft WO.- WA ]BOOM -75X� Name -74�*" =IN sasnee 11"Ibe Name 4AZ .-Nealb. .. 0..Iwaie�� Is..., ISQ ow ft t1wito NA -NA 763" -WA 7" IN "Mme 1770M 4 1XI&S...' 100 N 37MM NA WA WA Ms. b OR 220311 _W�- WA IYA WA NIS MA -WA WA WA -WA WA WA IUA 14301% MIM izM ; M. N� u! R WA WA WA -F0 WA WA WA recaft Oafte New ISUIN Vano 2801be TH Its -F, -, ft Dom Ulm 44211a l'o, NA 470 IN WA A. WA ON So U51b, III NOTE' FOR THE OFFSET CUP. USE THE - .-1. TABLENOTEES: .ANCHORCAP... TOM THE THE FIGURE 1: FIGURE a. FIGURES: PGuRE4: FIGURE & FIGURE Ok. FIGURE M. FIGURE 11; 1) SEE SWEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEU 26 FOR wFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTAU.ATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANMR OPENING WIDTHS IS ALLOWASM 3) MULLION AND MULLION MIPS SHOWN ME NOT TO SCALE. FOR EKAOT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BEDRILLED INTHEFIELD FOLIMiNGDIM�SIONALRESTPJGTIONSSHOWNON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROMMATE HOLE LOCATIONS. FIGURES: FIGURE S, FIGURE7; ARGUE -FII I CLIP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT (FIGURES CONCRETE BLOCK UNIT (CMU) SMALL CONFORM To ASTM C�. WOOD SHALL BE PRESSURETREATED 5-7) YELLOW SOUTHERN PINEWITH AN SO OFIL65. ALUMINUM SHALL M 6083�TSAND BEAMINIMUM OF.125' MUSTSE TH CK STEEL STUDS TO SEA MINIMUM GRADE 33AND.046- THICK (18 MUG" STRUCTURAL STEELTO L USED N ENT LEASTA 2W MICK AND A36. ALL ANCHORS INTO METAL SRALL EXTEND AT LEAST 3 SCREW .xwx2y F11-10un.HpAiRs. THREADS BEE(OND THE MATERIAL 010 & #12 ANCHORS INTO WOOD MAY BE STEEL, IM S-S. OR410 S.S. MULLION NN,I,fo,�IibdwFNd% dabs 'v= w-ftlIa" Mit, VIIN 41,� ........... 'G"Isc 111). 93705 a 111c r"'Ll 0� A-L R. P.E. MulMn COPACKY Tablo Boole) op.ning th(�.aw"podqM.tMcw)orOponIn9H wh 90m ht((or1vVZ"W4P8 rodim) 501, 50% Too, Imb Imm I'vok, mh RWNQW. TOrMalo Ramw" I.ok,o �an. Laaft ..t� i,aomo Upnom �v �I(IWO R-law'a I T11m., Looloo fta.l. I L-Ov ftI� U-1v Ram" uwmw �I� I.oWIV wm" Loadn �$m : R.t� I T� �m X.125. pj.. Tubovau if 11 if I I '1 lie 11111 1,111 1 11 ! 1 111 1 a 11 1 R11111 11 1 11 1 a 11 Ok 1442 No 1 I= M INA 1 414 Cal No IX61 411 mi m R1 IRI 411 I -E, ±�= Mi 4 1 1 51.51 No N4.1 1 411 45.1 1 M 11w 1 411 No 40 M41 No M41 ad V14 311 Z Z. -I �2 IN F.7 78,6 403 403 "A 1 314 XG 1 40 7&0 314 X21 N3 17" 1314 1 M J.9 no 01.6 )N 87.2 No No �71 =1 SAG I M 41.2 303 no 213 M3 oN No Nd 294 1 X2 No M M7 No No 283 07.8 311 -na - 411�. NJ 2W a4 3N 05 M 1 31.7 313 We = no 318 05 249 M8 HO _!4 M 310 al m -20 .2 Tl_ 318 -27M _Wi_ doh 4.8 m 3 No 2111- Ep 10 1.2 -1 no 2M No %7 No M2 201 17.7 M 7- 2 105 -1m 322 1 M.? In M7 nT m n4 IN 21.4 2t4 M 280 IU 17.0 as dad IN IN 1&3 m ;78 7w n, no IN IN 31.0 Z. n7 I" M 20.6 IN =2 V3 VO 173 206 !13 =.I 170 Ita 213 =2 107 113 V3 no IN IIA 213 no 10 nm me I I as In me IN _ t14 18.7 146 X3 101 MA 1V To 0 "I lie IN lag ull IN 17.5 US I PTL� AnchorCOPKINT01002) !INIodmu I dw. I PTWood I mad --;T 6111 Et. ...Sao flost., I I T129 1 A�I,.Tll VV W� kaw (ON) A.ch.rC1tPP.%Nd- " 14, 1 M, 1 .� I �, I I I-,- I -- 1 -1. 1 -.5 -- I, 14a i I M. I .. I .. I . I Me I I .ANGHORCAP.- TO TABLE NOTE& 1) SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SKEUS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS ISALLOWABLE, A 0 FIGURE 1: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DWEJNSIONS, SEE SHEETS 21.Z. HOLES TO BE DRIMED IN THE FIELD FOLLOWING DIMENSICNAL RESTRICTIONS SHOWN ON SHIEETS 21-2. 2.1 FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 'a- noa ..... 4.. I -FILLED .12V VYNN 14 1 ANGLE CLIP MUST BE USED IN PAIRS. t e4 /, 4) SUBSTRATE& CONCRETE $HALL CONFORM TO ACI 301 SPECIF CATIONS. HOULOW AND GROUT 44 CONCRETE BLOCK UNIT (CMU) SMALL CONFORM To ASTM C-W. WOOD SKAU. BEFRESSUR&TREATED I � .-',�cSNSS YELLOW SOUTHERN PINE WITH AN 80 OF 0,.M. ALUMINUM SHALL BE �TSAND SEA MINIMUM OFAW ION THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046' THICK (18 GAUGE). STRUCTURALSTEELTO BEAT X2AI'X,I2yM 0 5 1.26-X211 LEAST.12Y THICKAND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (1WEGRA.FNMU. N) N1. THE MATERIAL. #10 #12ANCHORS INTO WOOD MAY BE STEEL, IM B.S. OR410 S.S. deqrsklli �4i, s 'I,' ' �V/ONAX- A. tYUe4W1&'P.E, TAEILI� 10A Mullion COVAMItil 111,8116 Oponling th (fawlicaly-tipstill rrdlm) krOpi No M(forhmi-morilial MUM=) ON INN IN% IAS� INS, INN WIN, Ta� OU, 32V "i P=d lUdow", L. lb,tNol TWEiNt. �gw. 'IFfMol CEO Al. BAYMULL III Is, 111 16,11111 111 11 ]h 1414 1 W1 141 1 11 1 0 ISM III() ON I= 4A 170A 1 7" 11100 1 470 ill AS 1170.01 AS 170.01 M 1110.0 1 510 IM01 11101 Mail Ul I"A 11240 17U 14H IN.01 Uf INA 1735 INA SKI L19�1 1711 �70.0 -- ml --j AS I"Al AN Ilikol IN R"I an I il IN I"Al it" Ino I at Ina [Us 17MO 677 170.0 1417 I= tan :I" a 1 .5 5 INS I mc, ON I SAN 1170AI L��141 W I".0 I Ma 1 AS 612 T'i 111. 1 MS NO 1'.1 I I.. I 6111 170.01 IMCIIIIIIJI7001 INS I 170A I em .1 11 Z; Ino IN I* INA IOU IMS 13M 1710 Inc 747 07 .2 1 . Ai 1443 INS Iml Ino 756 a tail INS INS 70.0 17C.0 70 1 ON 117.31 L0.1 INS 1100 IN MI IM "F 0.2 HAS INS Il 110,0 IN lot wil INA I mas Im.01 Sit 1704 ISO, INS I ilia 170.0 1170.01 707 ON ISTX l6i ISO 110 17041 160.81 NO 03 I MiA !Il; lak) 014 INA ill ISIS 11M ISU 141.0 = -ws t'so in, 'M' I'm 'At fw2 M " OM 1210 Ilia IRT 913 at Nl 1113 _iHS ILI�613 20 i ;7. MA110451153.81 "I 130A INS 14U ON lal Gm Ill 1. INA TUA 49 11A INS ma saw INS INA ON IS, 'em Z mal 1140.01 119.11 ma IN 1147.11 I Im.11 7" 00 117.4 0.0 1. o Z' 11 - L. Imel 55.0 ON 1 719 L-- kka �- -T Ta. M Ill $39 M 602 I 711 R5 IN - 0.0 - 12 _L_ Ma . AS INN IN AS TIJ 70 5 m 1. -aL al -a' - INA AS -wo- n 1. A 2! 011 !!! .11 I E 17A � u No oil �.870 J Itia 107 M3 IN Ski M �I 700 Mo AS 12�� A ON CIA AS 70.0 512 AS IN A? M 4 75) MA M 39.0 AS AS AS IN ab . Sal M ON 114 M SOI INS SM. ..' a.. _L I ON ON 40.9 475 401 At Soll AM ii-j- 458 At F "ll -L.A �41 AM 10 51.5 435 A -1. E4 37.1 i., IN ON r NO 421 33.0 4" Al 411 416 217 4M AS AN 24A 4% INA 400 21.21105 1 NO I all 1 10.0 1 40 1 INS, 4131 M I M I As III AS No NO 391 A 2 mi ' A, Sol al AT 232 m 21A 31, m "1 2; 11 ! al I i 11 191 at 371) 302 335 33. .1,, "'a LOSS 24.9 370 111 IN 21A III 22A as 112 an NO 312 tell 370 10.1 Piall INA 317 as IN M. NA .11 NO WA Ew 317 101 IN ill 317 17.1 ELF, 15B Nr a I Table III �wu -Ei Ei Ir 1 45p".Z. Ol WtO'Eftiftol 114' 1 UIMM All W16 114 -Vwouiu� Alai i Ol i Anch.rCUPPAffel 21 l7k- 11h. I. le -- I -- , -' , 'N. 4 1 �Nfa�Ni No. NO! 11.1. ri 200-1ft MI. (AmNS02.71-aill Dc FRS,'�Voloi �11 11- 1 11- 1 --- I --- I - FIGURE 1: F. I LE FIGUREI F - -1 F FIGURE &' 1;- 761 m ANGLE �UP (FIGURES 1�) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMA71ON ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINENR INTERPOLATION ANDIDR OPENING WIDTHS IS ALLOWABLE. 3) Ml AND MULLION MIPS SHOWN ME NOT TO SCALE. FOR EXACT DWENSIONS, SEE SHEETS 21-23. KOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 2i-M FIGURES SHOW SUGGESTED. "PROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE S14ALL CONFORM TO ACI SDI SPECIFICATIONS. HOLLOW AND GROUr-FIU.ED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTIA C-91 WOOD SHALL BE PRESSURE -TREATED YELLOWSOUTHERN PINE WITH AN SG OF 0,55. ALUMINUM SHALL BE 0061 BEA MINIMUM OF.12V THICK. STEEL STUDS TO BEA MINIMUM GRADE 33AND.045i (18 eAUGE). STRUCTURAL STEELTO BEAT LEASi THICK ANDAM. ALL ANCHORS INTO METAL SHALL EXTENDATUEAST 3 SCREWTHREADS BEYOND THE MATERIAL. 410 & #12 ANCHORS INTO WOOD MAY BE STEEL. tall S.S. OR 410 S.S. 30- MY MULLION .ANC"ORCAP.- P.F rABLE 16A MullionCaPIONYTIllso Oballe) Opening th(forwr9coW-sparliQ rraim)cr ponTngH-IqhtqorhDdeods[Y6 mtfloaI) sole 801, Tole wh wIs Imle Mh HIM tmb 3JIV 45 R.d.polw L-ft liplum. 1,&I, Rntffft U.ft I T.9mm. JAM, Rader'" Uwiw I dm Ndw. Won I wnsea. A R.A.'a, Le�q Ts".0 umm ls�wn I Lee,, li,plerlsm LadN R.A.W. Lmd" TWIft, Losses I Toemsev, Lee., DEG.AL BAYMULL IN 11 11 1,11, 1 h la I I 11 ale 620 1170.01 435 .01 744 117001 478 ITVA I AM 1 170 0 M 17001 IM I L"01 610 170A 1 1110 17041 Mi Ino I INA 1 J70.01 521 I so L '00 M" L JIM in .01 621 MQ% 1971 173o All 11JA01 Zo .0 AM Ina INA I m I Ima wo mo Jim �10 !171 L. :1*01 !! -z' q- I 143.3 Tw InAl AM I Jul Ime no WA25be 170.0 -FV TUM 1700 I"A ow Ino 1,71�O 170.0 ties INA TO Me Im 70.0 747 .1 A TO I. go Joe Ml On 17ILD 758 1104 On lips He Ula 170A AT ITO.0 012 1 .0 I. ;0A I J- M MA 1276 170A 40 1-1 11-1 INA An IM211455 IM01 AM Q11 I'M MI SO 110.6 1455 A ,.I Al Al Al A A .0 14 170A I 1 'no I0M I"A m 17" 1706 me 157.1 MW geo InA.7 Me M_ 170M AM LM7 If two a .5 vloo JIM On I Two 157.1 in 70A lm 157.1 An Mile 17040 AM 70.0 746 7 . 1 17 0 AM 1020 U7 170.0 Me 142.5 INT IN 6 90 1203 IM INA On Me INA AN 170.0 IRA &A I M17 05 IKA lisp 147.0 945 115A HAD IMA AM IMS I Tile 101.6 137.4 loll ins IOA 7 ou �100 0101127.2 1w ow "I WAI OA 1010 IM 114.7 602, 749 no 76.3 �010 We Fat- M2 017 TO Tun 127.1 em Ins 754 Of M M 79A 111 71, gole my WA 674 _!LOJ 62.1 m no w 51.7 M Vl -m Mb No fflfi� 17.2 C 1 1.. 4. 11A .1. "I M 2" 11, 01 M I no iL-L Me fish 1202 1 253 1 NA 10.0 253 17.1 No I LF lob AMAr.Pneif.e.l. V-Jn NIVE�j V4 'SSEW NIVEM nEw. 0108.1 .128leel Melee! WWEAAtAAo. 114. Me umn 114-EMUsten. AnchorCUpPadems ii.� ,&- i =Aq !Rn, I wr i i Jill. 2.�JAVM.o va on 3 on no. -5A -- C;p�oOAnpaCsn1".2J 12NEW W rWft ?WM 1510jee I giam I slope i lfwIn ..nzlI-mO.m It Mi FIGURE 1: F -.1 El FIGURE 2: F-1 F FIGURES: r -- ANGLE �UP (FIGURES I �) MUST BE USED IN PAIRS. TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO S� FOR EXACT DIMENSIONS. SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON S14EETS 21-23. FIGURES SHOW SUGGESTED. "PROXIMATE HOLE LOCATIONS. 4) SUBSTRATES, CONGRIM SIHAU- CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT.Fn I CONCRETE BLOM UNIT (CMU) SHALL CONFORM TO ASTM C-90 MOD SKALL BEPRESSURIS-TREATEO YELLOW SOUTHERN PINE WITH Aq SO OF 0.55. ALUMINUM SHALL BE 608346 AND BE A MINIMUM OF.125. THIM STEEL STUDS TO BE A MINIMUM GRADE 33 AND.D45- THIM (18 GAIGE). STRUCTURAL STEM TO HE AT LEAST.126- TRIM AND AM ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 A 042 ANCHORS INTO WOOD MAY BE STEEL, I&S B.S. OR 410 B.S. ANCHOR CAPACITY ADJUSTMENT FORMUM top-) X (VANCHOR -:) - ANCHORCAP.- UW 0- USE THIS FORMULATO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRIESPONDINGTOAN ACTUAL PRESSURE REQUIREMENT FORTHE OPENING, MEN IT is LOWERT14AN THE MULLION CAPACITY (FROM THETABUE) OF Me SELECTED MULLION. IT WILL YIELDANNNUM ANCHOR 3EG TO QUALIFY ADDITIONAL ANCHOR OPInONS MOM THE ANCHOR CAPACITYTABLE. ,�" I VYNN Aftl"'ll ,� CIN ........ 140. D A SAT -OF 0� Fl. P.E.111 68705 .376, MIN. .375- STANDARD UP 60113-76ALUM. �SECTION 2.1:25- U�Llp I-1E11.1 —1.740' =TE EII MIN. DETAIL NH=84 --i I -------- M' MIN. �CLIF L sw�UALUK TOPAW HOLE t - Inv. STANDARD WI, 600�111ALUK TOPMEW .376- MIN. --- 3I B "", OFFSETCLIP II053-1111ALUM. TOFVEW ST HOLEMUSTLIE WITHIN THE DASHED DOUNDARY.GEE SHEIITS�17FORTHE ANCHORO.C. DISTANCE. �WIUM ANCHORHOU DIME7ER: ANCHOR DIAMETER.111W. IMunro, I VX2 Z'U"" =4 'Al I I X-SECTION MANGLISCUP 6�76 ALL"' 0 XSscTIOm 125- L --------------------- -- ---- MANGLECUP 6%�TG ALUM. TOPVIEW .=�RD1A-1-1R-1,- —11W 1,1H' DASHED "M BE HE ANCHORO.C.DISTANCEMNOMUMANCHOR HOLE DMETER-ANCHORDIAMETER' 1116'. POT Part# 1 Mull Dimondon (she,014) Mullion Std. CUP 1011mat Clip U-Cllp ]AngloCiTpI I'XZ'X.i26'(5) 66WS (INIUM 6681liSM 666243M 666511M I'XZ'X.376'(B) GUM M 666114M 6661ilOM 688244M GMUM — 1"X2.76"X.376'(7) GMT 660116M r66el16M 866112OM 666245M M13M • X2.76'X.W (3) �) 1121M 46M eW14M • X3.125- X.5ff (9) 6SEO7M 6NIJISM WSII14M 666242M 8665iBM l.2S-X3.IBrX.26wV(I2) fX55M 6MI117M ill iM 660516M 1.2TX2,11"X.125(18) 69370 W WA NA NIA 688617M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS OWN ON THIS SHEET. 2) SEE SHEETS &� FOR SUGGESTED. APPROMMATE HOLE LOCATIONS & ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. I TARI F A Dl...W..j V.I.. 0.)l For Mullion: A 1.54 I'X2'X.125. Aluminum Tube MU111on a 2.6% 6% 2 c o-M 'M 0 0.740 A T 1.11. M2.4N V X2- X.375' Alurnlrurn Tube Mullion B 0 0-635 D GA90 A U75 1- X2.76' X .37SAIUMnUm 1bW MUDIon a 3.000 C .757 D flill E .450 Min. A la312 I- X2.76' X .650' Alurnlnurn Tube MU111011 B 3.ODD C —F.— 476 D 0.836 A 2.000 f X3.12Y X .507 Alum Tube Mull B 2.637 C 0.863 0 1.137 A 1826 1.2 5'X3.IW X 235'AIUM B 3.2B2 C 0 0,112 1.762 A 1.813 --I 1.0ow I- 1 -XCX.ln- I MUWON 6063-TIALUM X-SECTION AN no. 1- 12WX3.�X.Iw MULLION 6wS.T6ALuM. X-SECTION W. MY em" X-S9 —1 1.0ow t-- I.XrXXV MaLION wos,Ts�um. X-SECTION I-XeX41W ��M=ON 606�TSALUM MECTION .316. MIN. � .820' - --i Inv F__ I1VX3.2WX.62V I.2WX3.DrXnV MULION MULUCN 8%�T(ALUK GWST6ALUM. X�ECTON X-SECTON .376' MIN. 1 740. �.125' --I F—A25' 12Y STANOARDCLP 2COW sw�76AULIM. 2.12V 210' WANGLECLIp X4ECnON u_C1_P ew�Te ALLM. 11 ew�T(lmm* X.SECTION 125' A I X-SECTION L CENTER OF ANCHOR HOLE MUST UE WITHN THE —3.12V DETAL F, 6HEEl' 4 .376- CENTEROF r -------- ANCHORHOLE i MUSTLIEMTHIN I THEDASHED I BWNOAPIY.SEE I S�S&20FOR THISOCHORO.C. DISTANCE M1WMUM' ANCHORHOLE I DIAMETER: ------- ANCHOR I L DIMETER. 111W. L STMDkFDCL1P U�CLP It ;ROFANCHORKOLEMUSTLE 0i 601176ALUM. TOPMEAN 4TI1EOA%1EDBOUND�.UE TOF� TARI P n. TARLE r. CONT- NOTES: I) HOLES TO BE DRILLM IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 620 FOR SUGGESTED, APPROXIMATE HOLE LOWIONS. 3) SEE SHEETS 24 FOR GEN ERAL INSTALLATION METHODS. 37V OFFSET CU TOFVlaV DIMO"Ww Vain (in) Fo, Maill., DlinnIm V.IUe (C) F., Will.. -M-1- -774-r .12Y Anil. Tbal&fl� _F a __7Kna_ 0. UY X3.W X.624' MUM1,111,11 TbW Willi, H I 1.000 __r GW -TODD H 1 1.� 3.2W F P-8-7 I-xv*x .375' ;A](".M &.r 'r F G 2M6 1.1m I.W X3 Or X. All I.m �bo Muft. G G H I R -6.-757 ZTK_ -YO—OD H —1 I.6W 172—W _18-13 F - 2=0 I.WX12 X.100. X.Jov AIMI. Tibe MWIIn F W Bm Md , 0 H H _F 750 5W -T.-- I F Z875 45' Big Md I I _r26Q PGTP&AD MuIll.n I SIL Clip I Ni U411P Mille Clip V Xr X.12F (10) sin, WIIJM I MIIZ2M W241M 6p&!iI8M I-XVX.W(11) 6WID W112M 6881123M =QM M519M XW x,a7r -r III) SM3 W112M (11 24 519M _it- .2WX3jVX.JoWil3) :ilea Si =1124M 6 1 a 115M T.W_X3.WX.W(I4) 20161 6361122M MIIM Wi 116M TZ X3 �wx me (is) --of mmaillIM mil" lai 517M w now (19) OW9 NA WA WA u 110M 0—DI. _(2D) COW WA IIIM \\" �_,(NN 4IZ "', AtC� c Mull DInionalon (Shoot#) PST Parl# MuIllon S p U-Clip Angle ClIp 666D2 9261M 688271M G66&fI2M 2'XO'X.25'(i7)1 06604 660262M 666272M 6665113M STANDARDCLIP 6�Tll ALUM. NOTES: X-SECTION 1) HOLES TO BE DRILLED IN THE FIELD FOLLOYANG J25' DIMENSIONAL RESTRICTIONS GKIEN ON THIS SHEET. 2) SEE SHEETS S-20 FOR SUGGESTED, APPRO)UMATE HOLE LOCATIONS. 3) SEE SHEETS 2A F6R GENERAL INSTALLATION METHODS. rxvx� MULLION 60133-TOALUM. X�SEGTICN 2- X V X.25" MULLICN ste�Tmum. X,SECTION CUT14SUiTO 3.5001 C�T&F-CLIP It smDETA1.1, i I r- SHEEI`4 M Ir -------- --- L ------------ - 3AW ------------ i STANI CLIP /C,,,ER OFMCHOR HOLE MUST LIS 806�TIIALUK WUKIN THE GASHED BOUNDARY. SEE TOPMEN DISTANCE MA*MUMANCHORHOUE 1116'. CUTHERETO .37Y 1W C�TI MIN. r ...... 37Y MIN, -- ---- -------- ------- 6.4! I — STANDMOCLIP 6003-TOALUM. TOP VIEW U CLIP 2M MOLE CLIP 00II auk O�T(l ALUM. li2v X'SECTION zow X-SECTON LIJ , 126- 26' T -IT TV 6.436- ul U-CUP 606�76ALUM. USED MR V X V MULLIKIN. 6HEFT 17 TOP� 3.4� t �5 MGM CLIP 60(3�76AUJM. lamm A.LYURMICLER.P.F FL P.E.0 58705 EXAMP� 1, SINGLE VERTICAL MULLION ME SEE F S 10 DEMAI.8, P $KEETS 24 Ir '"ON MGM Sm DcTAU4 WEST$ 23 EXAMPLE 2: MULTIPLE MULLIONS WE SLOWING SUBSTRATE IS MOM TO BE WOW ON ALL FOUR SIDES. THE WINDOW FRAIME DEPTH IS MW. THE OPENING REQUIRES A DESIGN PRESSURE OF .6110�60.0 PER 1) INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLILTHE MULLION LENGTH IS 72- AND ME OPENING WIDTH IS 32�32.1' �-. REFERENCING SKEET Z, ME COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN ME MULLION TABLES FOR A MUUUON THAT IS AT LEAST ME WINDOW FRAME DEPTH OF 2.1m. AND WILL MEET OR EXCEED WE REQUIRED DESIGN PRESSURE OF .60.0160.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT Sim USE THE NEXT LARGER SIM AVOiLAII)LE. FROM TABLE aA, SHEET 7. WE I- X 2.7� X MIS- MULLION (LENGTH - 7r. OPENING WIDTH - W) MEETS ME DEPM REMOVED. HOWEVER WE DESIGN PRESSURE IS .1-583 PEP AND MUM NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A. SHEET 8. TH E V X 23Y X.650- MULLION (LENGTH - 7r. OPENING WDTH - 70') HAS A DESIGN PRESSURE OF V-72.7 PEP WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REOUIRED OF 6SO MS. 2) USE TABLE 48 TO FIND WE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STA� CUP WRM (4)012 ANCHORS AND ME 2X5 ANGL.E CLIPS VAIN (4) 012 ANCHORS HAVE A CAPACITY OF CBS LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CUP IS EASIER TO INSTALL. 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH T141S MULLION SYSTEM. ME LOWER DESIGN PRESSURE, OF MUUJONS OR FENESTRATION PRODUCTS, WILL APPLY TO ME OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATESAND FENESMTION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS .1-60.0 PEP. THE OVERALL MUUJON SYSTEM WAS DETERMINED TO BE 72.7 PEP NTH AN ANCHOR CAPACITY OF 00 WS, AUTEMATAIELY, ME ANCHOR CAPACITY ADJUSTMEW FORMULA COULD MVE MEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF ED MR (60 PSP)X 636 LBS 524.GLBS (MAYBE WED TO QUALIFY 0 10 STEEL SCREWS FROM TABLE40) (71ILP51F ) = WE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAAGSAND USES A CONCRETE HEADERAND SILL THE WINDOWMAMS DEPTH ISZ�. ME OPENING FUSQUIRESA DESIGN PRESSURE OF .50.01-55.0 PEP. FORTHEVERMCALMULLION: 1) INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 3r-7r-11105-MO ME OPENING WDTH IS 36�36�1' -73. REFERENCING SHEETZ. THE COLUMN USING RECTANGULARLONDING SHAJ. MUSED. SCAN ME MULLION TABLES FORA MUU-ION THAT IS AT LEAST THE WINDOWMAIME DEPTH OF 2-31WAND WILL MEET OR EXCEED ME REQUIRED DESIGN PRESSURE OF .5a.W.55.0 PSF. IF ME TABLE DOW NOT SNOWTHEEXACT SIM, USE ME NECTILARGERSUM AVAR-ABLE. FROM TABLE 3A. SHEET 7. ME i'X2.76'X 27V MULLION (LENGTH - 10r, OPENNOWDTH - Bn REQUIRED. HOWEVER THE DESIGN PRESSURE IS -1-16.1 PST AND WOULD NOT BE SUITABLE MR WIS APPLICATION. FROM TABLE 12kSHEtT 16. ME 2'X4'X.25W MULLION (LENGTH - 1W,OPENINGWDTH-8T)HASAMSIGN PRESSURE OF �144.7nf WHIM EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APPLICATION. NOTE THE ANCHORCAPACItY REQUIRED OF 071 LBS. BECAUSE 17 IS NOW MOM THAT ME MULLION WIL-ADO r TO THE WOW OF THE MULLED UNIT.THEADJUSTED OPENING WIDTH IS 36�37Q'74-, NOT 73-M PREVIOUSLY ASSUMED. VERIFY MAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WNDOWWIDTHS MAYBE REDUCED TO MAINTAIN ME 17 DIMENSION TABLE THE THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 071 LIES. �R THE HORIZONTAL MULUONS: BECAUSE THE VERTICAL MULL WILL BE A 2' X 4- X.2SW MULLION� IN THIS EXAMPLE WE WILL MATCH THE HOORZONTALAND VERTICAL MUUJCNS. ALTERNATIVELY. MOTHER MULUONTWECOULDBECHOSEN. MMIJUREVISSO 1) ME MULLION LENGTH IS 3V AND ME OPENING MOM IS 3r+?rW -106'. RERERENCING S!iEET 25. THE COLUMN USING TRAPEZOIDALMMOIJI-AFt LOADING MAY BE OF -P170.0 POP MICH EXCEEDS THE nwldNc� tro-OlAi USED. FROM TABLE 12A. WEST IS, THE 2- X 4- X 2W MULLION (C LENGTH - 4r. OPENING HEIGHT - 120-) HAS A DESIGN PRESSURE A�.Wo REQUIREMENTS FORTHE OPENINGANDMAYBE USED IN MISAPPLICATION. NOTE THEANCHOR CAPACITYREQUIRED OF521 LBS v 'iq. 2) USETABLE 123 TO FINDTHE ANCHOR TYPE, ANCHOR QUANTITYAND CUPWPEREQUIRED FORWECMUSUBSTRAMINWISEXAMPLF ASSUMETHECMIJAMMAREW WIDE. IFTHEMULUONCLIPWERETO DECENTERED WITHIN THEE'. WE MUSTSE TAKEN TOMAINTAINTHE FASTENEFISEDGEDISTANCE. USINGTHE 2X6ANGUECJPSWRH BY M** F� "Willill (4),VIV ULTRACONANCHORG AT AN EDGE DISTANCE OF V GIVES AN ANCHOR CAPACITY OF 540 LIMMICH 13 GREATERLAND THEREFORE SUITABLE, FORMS REQUIRED LYNN 4, ANCHOR CAPACITY OF 521 UBS. 4) FOR ME U-CLIP IN ME NCRIZG�TAL MULLION TOVWTICAJ. MULUON. USE ME GAME ANCHOR CAF=TYOF 621 UBS.TABUS 120 FOR ME U-CUP SHOWS THEANUROR 0�. B CAPACITY IS 1074 LES MEN USING 3 ANCHOM. WHIM IS GREATER, AND THEREFORE SUITABLE. FORTHE REQUIRED ANCHOR CAPACITYREQUIREMENTOF Ul UW.THE No.63705 ANCHORTYPE IS A02STEELSOREW. FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS, +/-64.7 PSF MOM THE VERTICAL MULLION: -1-170Z PSF FROM ME 3V HORIZONTAL MUI-JM ATTACHING TO CMU: S ED. ./.170.0 PSF FROM THE 36- HORIZONTAL MULLION ATTACHINGTO ME VERTICALMULUM ONTERSECT104 ptortlo�. THE LOWESTOESIGN PRESSURE IS .1-64.TPSFMDMUMMPLYTO�OFTHEMWONS. .......... VERIFY THE DESIGN PRESSURE OF ME PENESTRAWDN PRODUCTS USED WM THIS MULLION SYSTEM.THELOWERDESIM PRESSURE,OFMWONSORFIENESTAKIION APPLYTO OVERALLASSEMBUY. FINAL DESIGN PRESSUREMCOUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRCWGTBE UNSTALLEDIN '��/()NAI- � A. LAW M1111116 PRODUCTS, WILL THE ACCORDANCENTHITHE INSTALLATIONSPECIFICATIONS INTORESPECTIME SUBSTRATES AND Fi5lESTRINTION PRODUCrSTOMUwON. FL P.EJ r87 EXAMPLES OF RECTANGULAR LOADING, WADING OFVERTICALMUU-ION SILLOFWNDOWSNOTANCHORED -- Hill' LOADINGOFVERTICALM�UON SR.L OF WINDOM NOT ANCHORED LOADING OF %SRTICAJ. MULLION �ENTURSEMNGHOfl2ONTALMULLION LOADING OF KORZONTALMULUON WITH INTERSECTING �TJCAL MULLION EMMPLES OF LOADING, LOADING OF HORIWNTAL MULLION WADING OF C) HORIZONTAL MUWONS ----------- - I LOADING CP HORIZONTAL MULLIC o000,1111 01111 v -CAGING OF VERTICAL MULLION PW SHIDH MULLION NOTES: I �KGOUCTRBWSED I_ J)DRAWNGSARE Bwwin,� RERESENTATIONSOFTYPICAL A�.". N� Jr.---02 PW CONFIGURATIONS. PIN CONFIGURATIONSNOTSHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 01, ME.. PIN PW P,7 2) IF THE LOADING TYPE CANN( )T BE DETERMINED. USE RECTANGULAR LOADING. 3)SEEPRODUCTS'APPROVAL FOR LYNN ,� �p ......... LOADING OF WRTICAL MULLION LOADING OF VERTICAL MULLION ACTUALANCHORLOCINTIONS. ST, PAN�OFHINGW DOOR IS HOT CA�TUREDORANCHORED WITHINTERSECTING HORVONTALMULLIGNS MO SGO LOAI)N OFVSRJIOAL MULL:ONo FL