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Home My WebLink AboutNOASCANNED BY MIAMI-DOADE St. Lucie County MIAW-DADE COUNTY Em PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONONHC RESOURCES (RER) 11805 SW 26 Stree� Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(7W315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) �.miamidsde.yoyfeconomy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: FILE Cu;jy This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (ARI). This NOA shall not be valid after the expiration date stated below. The Miand-Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miarni-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - APPROVAL D—oicuwlsm Drawing No. MD-SH200-01, titled "Single Hung Window Installation" sheets 1 through 8 of 8, dated 05/11/11, with revision C dated 04/22tl6, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Mianti-Dade County Product Control Section. AfissrLE hIPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturees name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise 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 producL 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: 'Me NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at thejob site at the request of the Building Official. This NOA revises and renews NOAN 15-0528.22 and consists of this page I and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. WMMMADE COUNTY NOA No. 16-0505.02 Expiration Date. September 01, 2021 Approval Date. June 16,2016 Page 1 ST. LUCjE COUNTY BUILDING DIVJSION REVIEWED FOR C ^NCI'; UVIZINURY DATE PLANS FERPIT ME BEKzPTONJOB OR NO INSPECTION WILL BE MADk. PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBXffTTED A. DRAWINGS 1. Manufacturcrs die drawings and sections. (Submitted under NOA No. 11-0614. 01) 2. Drawing No. MD-SH200-01, titled "Single Hung Window Installation"sheets 1 through 8 of 8, dated 05/11/11, with revision C dated 04/22/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test� per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2. 1, and TAS 202-94 along with marked -up drawings and installation diagram of series SH-200 aluminum single hung window, prepared by Fenestration Testing Laboratory; Inc., Test Report No. FTL-6479, specimens I thru 26, dated 03/28/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-0614. 01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5' Edition (2014), dated 05/22/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted underprevious NOA No. 15-0528.22) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5' Edition (2014), dated May 2, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 2, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 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. Product Contr9l E"iner NOA No.q��:PA5.02 Expiration Date: September 01, 2021 Approval Date: June 16,2016 GENERAL NOTES: SERIES 200 Ni, MPACT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLYWITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 53-1/8-71 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 52-118"1 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY NO ANCHORS 4 REQUIRED IN ' 11 ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE. ASTM C90 CONCRETE VISIB FLANGE r MASONRY UNITS AND CONCRETE WITH MIN. KS1 PER ANCHOR TYPE, SEE TABLES 5 & 6, SHEET 4 & S. FRAME HEAD, 4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5, SHEET 4. ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X I NSTALLATIONS. 1X WOOD BUCKS ARE OF71ONAL IF UNIT IS INSTALLED DI RECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-11T THICK OR GREATER- 1 X AND 2X BUCKS 8"MAX FROM (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN CENTER OF AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. ME 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5 & 6. SHEET 4 & 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 8"MAX FROM 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FILUSH TO THE CENTER OFlY SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS. BY OTHERS, MUST BE MEETING SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. RAJL 7) DESIGN PRESSURES: A, NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE. STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. MAX. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO TYP. FLANGE F THE REQUIRED DESIGN PRESSURE. THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. (TES - ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FFL-6479; ELCO, ULTRACON NOA; ELCO CRETEFLEX NON, 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 SERIES (FIN FRAME). r STAN IINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOWORSIMILAR, MAYBE USED BY INSCRIBING THE *201 HAPE INA BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2 & 3. -AS -AN *ALI WIDTH WiDTH -AIE .. ......... HEIGHT HEIGHT k EQUALUM PRO�qEWICPJEL ARCHMPPROVIEW10REL RADIUSTOPEWALUM A. LYNN MILLE4. P.E. RE# 58705 -n Q 0 @ m ja H OD W (D L3� 0 M fD M w Cp 'P 4 -06, > SL m 03 5� m n 9 c q rL ol a D Z5 m m ElF C! rn d M m ra 5 > m 2 ;� N -a = — % 2 w .0 to RL BE Y, �4 ':Z =M a Er C� :2 z 02 q= . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m :E V, a a a 9 EN ER m s (p 0 6F* 6 6 PD -6 560 p p a o + . . . . . . .. . . . . . . . . . . . . . . . . . . + + + + m m C" m ch m Sl o t m 6 m 6 cn cn o m 0 m tn (A �x w W 0 -4 0 0 0 0 0 Q M 0 0 p 0 , co p 0 Sn Q Sn 0 p 0 p 0 �n 0 p 0 p 0 p 0 p sm 0 p 0 0 0 P P Q sn Q Fn 0 P a 0 �l -,-I &I �j ol 0 bl &I �1� t to ON M 0 Q 0 W 0 '-4 M '-4 rlJ M W 0 0 M W 0 W to co 0 (A co (a 0 w w 0 0 0 0 0 m a. + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Z� V -!4� 44 4D Ch w . . . . . . . . - r6i p .4, W W 4 -4 W :9.1 :rl. 6 :pl ii bo 6 zo :9� -4 -4 N 0 EF + + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (A P) PO p p �4 p 90 p p 4 0 0 -4 w . . . . . . . . . d 9) 9) p p PO p p . . . . . . . . N -4 0 0 -4 0 W 0 0 0 -4 0 0 M W il 0 W � W W M 0 11 0 w 0 0 m 0 + + . . . . . . . . . . . . . . . . . 6 b b Iw- 14 7q 0 po' I il� co :90 in in zR W Cn 0 C" 0 CMD W M. I W. W. 0 + + + + + p p RD 0 W N) CO CO W N -4 N W 0 K). -4. 4 W. �4 W 02 0 a Q 0 0 Z4 �O 4) K) :-4 0 w 0 w �4 0 W 0 K) -4 4 W 0 . 04 . . 1940 . Ei . . . . . . 1 . . . 0 . . . . . . . . . . . . . . . 8 v �+ P p �l :t .?4 CD FO . . . TABLE 4: Maximum Window Height" Sash HeighlI2 (see Figure A, this sheet) Design Pressure (libisfift) lbr Glass Type B - J, Fin & Flange Frame Maximum Window Width' 19-1/9' 28-10 3X' 37' 4 4T 'Q. qua +"5. 0 + + + under 18-9116" +55.0 -90.0 +55.01 -90.0 +55.01 -90.0 +65.0' -90.0 +55.0 -90.0 +55.0 .84.3 +55.0 -78.1 3T' 18-9/16m (Equal Ute) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.01 -81., o%er 18-9116" +55.0 M+55.0 -90.0 +55.0 -80.0 +55.0 .00.0 +55.0 -90.0 +55.0 -9D.0 +56.0 -84.3 +55.01 -78.1 under 15-7/ir -90.0 +55.0 -90.0 ;Eo' _ZOT) + '55. 0 -90.0 +65.0 -M.5 +55.0 -81.8 +55.01 -75.1 15 _7/8" thru jg'Vj6n 3 + 5.g +55.0 -90.0 +65.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -87.9 +55.0 -78.1 38-3/8" 19-1/4" (Equal Lite) +55.0 -90.0 +55.0. -90.0 +55.0 -90.0 +55.0 -90.0 +65.0 .90.0 +55.0 -87.9 +5&0 -78.1 over 19-1114" +55.0 -80.0 +55.0 .90.0 +55.0 -90.0 +55.01 -90.0 1+55.0 -88.5 +55.0 -81.8 +65.0 -75.1 under 19-9/116" +55-0 -90.0 +55F .90.0 +55.0 -90.0 +55.0 -W.5 1+55.0 -80.2 +55.0 -73.2 +55.0 -66.: 19-9116" th ru 22-112" a +55.0 00.0 +55.0 -90.0 +55.0 -90.0 +65.01 -90.0 1+55.0, -M.1 +55.0 -78.5 +55.0 -70.1 45' 22-9/16" (Equal Ute) +55.0 -80.0 +55.0 .90.0 +55.0 -90.0 +55.0 -90.0 +55.01 -89.3 +55.01 -78.5 +55.0 -70.( oxerZ24('16" +55.0 M.0 +55.0 -90.0 +55.0 -90.0 +55.0 -M.5 +55.0 -812 +55.0 -73.2 +55.01 -66.: under 20-1/8" +55.0 -90.0 +55.0 �90.0 +55.0 -86.0 4.55.0 -81.8 +55.0 -75.7 +55.0 -69.2 +55.0 -62.1 20-1/8" thru 2441Z 3 +55.0 -90.0 +65.0 -90.0 +55.0 .00.0 +55.0 -90.0 +55.0 -84.8 +55.0 -74.2 +55.0 -65.1 2"116' (Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -84.8 +55.0 -74.2 +55.0 -R., o%er 24-9116" +55.0 -90.0 +55.0 -90.0 +55.0 -86.0 +55.0 -81.8 +55.0 -75.7 +55.0 -69.2 +55,0 .82.1 under2D43/16' +55.0 -90.0 +55.0 -90.0 +55.0 -83.5 +55.0 -79.1 +55.0 -74.0 +55.0 -67.3 +65.0 -615 204 3116" thru 25-5/16" 3 +55.0 -90.0 +55.0 -90.0 +55.0 .90.0 +55.0 90.0 +55.0 -83.2 +55.0 -72.7 +55.0 -64.1 5131&8.1 25-318' (Equal Lite) +55.0. .90.0 +55.0. -90.0 +55.0 1 .90.0 +55.0 -90.0 +55.0 -83.2 +55.0 -72.7 +55.0 -64.1 ever 25-T8" +55.0 -90.0 +55.0 -90.0 +65.011 -83.5 +55.0 -79.1 +55.0 -74.0 +55.0 -67.3 +55.0 -61.1 under 24-15/16" +55.0 -87.9 +55.0 -75.6 +55.0 -65.7 +55.0 -62.3 +55.0 1 -60.0 +55.0 -56.5 +53.2 -53.; 34-15/16'thni 30-1/2" 3 +55.0 -87.9 +55.0 -75.8 +65.0 -74.1 +55.0 -74.1 +55.0 -74.1 1+55.0 -65.5 +55.0 -57A 61" 30-9/16" (Equal Lite) +55.0 -67.9 +55.0 -75.8 +55.0 -74.1 +55.0 -74.1 +55.0 -74.1 +55.0 .65.5 +55.0 -57A oxer 3"/I(r +55.0 -87.9 +55.0 -75.8 +55.0 -74.1 +55.01 .74.1 1+55.0 -74.0 +55.01 .65.6 +55.0 7� under25-Y4" +55.0 -83.9 +55.0 -71.7 +55.0 -62.0 +65.0 -59.9 +55.0 .67.8 +54.5 -54.5 +51.3 -51.1 25-314" thru 31-112" 3 +55.0 .83.9 +55.0 -71.7 +55.0 -69A +55.0 .69.4 +55.0 -69.4 +55.0 -64.5 +55.0 ZSA 67 31-9/16" (Equal Ute) +55.01 -819 1+55.0 -71.7 +55.0 -69.4 +55.0 -M.4 +55.0 -69.4 +55.0 -64.5 +55.0. -56.1 oier 31-9/16" +55.0 .83.9 1+55.01 -71.7 +55.0 -69.4 +65.0 49.4 +55.0 .69.4 +55.0 -64.5 +55.0 -56.1, under2M4� +55.0 -68.3 +55.01 -56.3 +52.1 -5Z1 +51.5 -51.5 +51.5 -51.5 +51.5 -51.5 +%0 -501 29-3/4" thru 364/2" 3 +55.01 -68.3 +55.0 -66.3 +52.1 -6Z1 +51.5 .51.5 +51.5 -51.5 +51.5 -51.5 +51.6 -51.1 73" 36-9/16" (Equal Ute) +56.0 .68.3 +55.0 -56.3 1+52.11 -521 +51.51 -51.5 1+51.5 -51.5 T- 1.5 1-11.5 +51.5 -511 oxer 36-9/16" +55.0 .68.3 +55.0 -56.3 +52.1 -521 +51.5 -51.6 +51.5 -51.5 +il -.r�' 1 +51.5 -511 under 31-3le +55.0 -6Z5 +50.8 -50.8 +46.31 46.3 +45.2 4&2 +45.0 -45.0 +45-0 45.0 +45.0 -45A 78" 31-31,f'thni 39 3 +55.0 -62.5 +60.8 _'�0_8 +46.3 -46.3 +45.2 45.2 +45.0 450 +45.01 45.0 +45.0 1 -45.( 39-1/16" (Equal Ute) +55.0 -62.5 +60.8 -50.8 +46.3 [ -46.3 745-2- -:Z-2 +Z-0- �2'0 +45.01 45.0 1+45.01 -45A 1 Tip -to -tip dimensions brflange windows shown. Fortin windows orbuck dimensions, subtract 1". 2 Overall sash height. For clear daylight height, subtract 3-9116". 3 Size range includes the standard Pro -View C&over-2 configuration) fbirthe ghen Window Height. For cierall-sash-width, subtract 2-16116" hm the buck dimension. WINDOW HEIGHT -SASH HEIGHTCAN NOT EXCEED 53. INSTALLATION DETAILSIC. --":IN FRAMES INSTALLATION 1 OPTION 5 CURVED HEADER EDGE INSTALLATION DITANCE, ANCHOR (SCREW) THROUGH THE FIN ED43E DISTANCE EDGE TYP. ANCHOR TYPE. EMBEDMENT AND DISTANCE EDGE DISTANCE PER SUBSTRATE, SEE TABLE 6. THIS SHEET WOOD, SEE NOTE 2, THIS SHEET 2X WOOD, EMBEDMENT SEE NOTE 2, EMBEDMENT i 2X WOOD, THISSHEET DI EDGE SEE NOTE 2, STANCE S SHEET E7DGE e- IS ST T IN NC D ACE A - - � I EMBEDMENT 1/4" MAX SHIM 114"MAXSHIM TYR ANCHOR TYPE, EMBEDMENT AND ;;� 9 1.465" EDGE DISTANCE TYP. ANCHOR TYPE, PER SUBSTRATE, EMBEDMENT AND EDGE 36 SEE TABLE 6, THIS DISTANCE PER SUBSTRATE, INSTA SHEET. INSTALLATION SEE TABLE 6. THIS SHEET. 7NI I ATICI OP, I HT 36 OPTION E INSTd STRAIGHT HEADER ANCHC IG 61 30 THROU INSTALLATION ANCHOR 29 (SCREW) THROUGH THE FIN 41 F-9 mu DADE API I VERTIC, INSTALLATION 114"' 2.751" USE EITHER OPTION 7 PROPERI B K LATCH (# 29) OR INSTALLATION HEIGHT BOTTOM LOCK ANCHOR(SCREW) 1114"MAKSHIM 32-35 (#11).TESTED THROUGH THE FIN 37 UNIT LOCATION: 6,5/8"FROM a 64 VENT END. #10 STEEL SELF -DRILLING TABLE& VISIBLE LIGHT 7 SMS (G5) HEIGHT 36 2-1/2� 11 EXTERIOR 2-112"x 43 2.2W 31 20 ALUMINUMUSTEEL FRAMING OR STEEL #10 Ste STUD. SEE SUBSTRATE PROPERTIES. TABLE 6, THIS SHEET. 5 NOTES MIMIMU 1W MAX SHIM 1) USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED r ON TABLE 6 OF THIS SHEET. ILYINN I r) .. ....... .. TYP. ANCHOR TYPE. FOLLOW EMBEDMENT AND EDGE 1��. .. ... .`�XOENS� EMBEDMENT AND EDGE EDGE DISTANCE LIMITS. ANY DISTANCE PER SUBSTRA�� —_ DISTANCE INSTALLATION OPTION SHOWN No. 58705 SEE TABLE 6, THIS SHETE. MAYBE USED ON ANYSIDE OFTHE EDGE WINDOW. DISTANCE INSTALLATION 2) 2X WOOD FRAMING OR BUCK, i-112"THICK OR GREATER. [ON 6 OPT EMBEDMENT INSTALLATION ANCHOR 2X WOOD, SEE NOTE 2, THIS SHEET 3) VISIBLE LIGHT WIDTH OR HEIGHT (NAIL) THROUGH THE FIN (ALSO REFERRED TO AS DAYLIGHT c! A. OPENING) IS MEASURED FROM AA WLR, P.E. VERTICAL SECTION D-D BEADING TO BEADING. P.E.# 68705 L Anchor Quantities Required, Flange Frame Murnum Win&W Suh HoW (see Figm A. ffils sheet) MaximumWindowWidth' 194fir 26-IW 3r 3r 1 41- GrwpAjGrwpBjGr0uPC G,vupAjGroupB GrwpC GraW A GmupB G=pCjGmupAjGraupBjGry p Group A rmupB GmupC Group A Gi M Of M M w E W N 2 2 2 M M 2 a N 2 2 7 2 2 2 2 2 23' usi L 11-afle- (Equal 9W) q 2 2 2 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 1 2 2 2 12 2 1 21 2 wder 18-9116! d 9 8' 2 2 2 2 2 2 1 2 2 2 2 1 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 2 1 3 37- Lho' r IM116' (Equal Ute) 1 4 "a 2 7 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 3 '(E 9 ow 18-911(r 0 2 2 2 2 2 2 21 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 1 3 2 3 2 3 2 4 2 d 7W under 15-71V 2 2 M 2 2. 1 21 3 2 2 2 2 2 3 2 3 1 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 3 L7/181- Hinji I its, 3 1 "Is, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3_ 2 2 2 3 1 2 3 2 2 2 3 2 3 3"W M72 1�11 - q to) Ua) Is. r(Eq:]W 4 (E WIU 2 2 2 2 2 2 2 2 2 2 i 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 0_' Is'114- ever 19-1/4' 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 1 3 2 3 2 3 2 4 2 3 2 3 2 4 2 under 119-9116. under 1�16. 2 2 2 2 2 2 2 3 2 3 2 2 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2 3 2 4 2 4 ja_W1 Vdi M_112, . _jj79116- —thm22-112- 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 3 3 2 3 2 3 3 3 22 "1 Ujl 22-911ir (Equal Lila) 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 over22-9111(r V�J(r 2 2 2 2 2 2 2 2 3 2 3 2 2 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2 3 2 4 2 under 2G-119' r 2�118. 2 2 2 2 2 2 2 3 2 3 2 3 2 4 2 3 2 3 214 2 4 2 3 214 2 4 2 3 2 4 2, 1 4 2(1.118* thau 24-jr-P 3 G- 2 Z 2 Its. Itau �jr 2 2 2 2 2 2 2 3 2 2 2 2 2 1 3 2 3 2 2 21 4 3 3 1 F 3 2 1 4 1 3 3 2 3 2 4 3 3 49' 24-9/16' (Equal M) i 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 1 3 3 3 3 2 2 1 3 1 3 3 3 2 2 3 3 3 oyar 24.9fle' 2 2 2 2 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2, 3 2 1 4 2 4 2 3 2 4 2 2�O -1 liV u: 1 2 2 2 2 2 2 2 3 2 3 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 1 2 4 2 3 2 4 2 _nr g3l 20_JiT 6._i _ 2 2,2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 4 3 3 2 - 3 2 413 3 2 3 2 4 313 50-5v f�2� (Equal Ule) 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 r3 2 3 3 3 3 2 2 3 1 3 3 3 3 �3: 3 3 3 1 3 2 312 2 2 2 2 2 2 2 3 2 3 2 3 2 4 2 4 2 2 3 2 4 2 4 2 3 21412 4 2-3 2 4_1 2 urd"24-1511V 3 3 3 3 3 3 313 3 4 3 3 3 3 3 4 3 4 3 3 3 3 4 3 4 3 34 3 3 4 3 1 4 3 3 3 5 3 1 4 34-1511W- thm 30-1/2- 2 2 2 2 2 2 2 2 2 3 1 21 3 2 2 2 3 21 3 1 2 3 2 4 3 3 2 2 3 2 4 3 1 4 1 3 3 2. 4 —3 31 3 3"lle' VEqual Uta) 2 2 2 2 2 2 2 2 2 2 1 21 2 1 2 2 2 3 3 3 1 31 2 2. 3 3 3 3 2 2 3 3 3 3 3 3 3 3 owr3G-WIW -3 p 2 2 2 2 2 1 3 2 3 2 2 2 4 2 1 3 2 3 1 2 4 2 3 2 3 3 4 2 4 2 3 3 41 2 under25a/4- 3 2 3 2 3 2 4 1 2 3 2 3 2 4 2 3 2 3 2 1 4 1 2 4 2 3 2 4 2 4 2 3 2 5 2 -3 1 4 25,V4. thM 31_1&� 3 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 1 4 1 3 3 2 3 2 4 3 3 3 3 2 4 T 4 6r —(Eqwl Lit.) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 ever 3"119, 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 2 3 2 3 3 4 2 4 2 T 3 4 2 under 29-3W 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2 3 2 2 4 29-3/4, thru 3e.1w 3 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 3 2 2 3 2 3 2 3 2 3 2 3 2 3 3 38-9116' (Equall Lite) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 1 3 3 3 3 2 2 3 ��3P3 36_91 - 16 n(Equal 72TI. 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 3 3 3 3 2 3 2 2 3 3 3 3 2 2 3 3 3 under 31-W4" 3 2 3 t23 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 j 3 3 74: 2 4 76" J_W - I . 9 ' 3 h 31-W4 thm 39: 3 2 1 3 2 2 3 3 2 3 2 3 2 3 2 3 2 3 2 3 3 1116. ( qual ft.) 9 1116 Ufte) 2 2 2 2 2 2 3 3 3 Tip -to -tip dimensions for flange vdndovis show. For buck dimensions, subtract 1". 2 Overall sash height. For clear daylight height, subtract "It 6". 3 Size range includes the standard Ppo-View (3-over-2 configuration) for the giwn Window Height. ----4- �FROM 'MR7.arei to"Meeting Rail". SEAM For c%erall sash vildill, subtract 2-15/16" from the buck dimension. WINDOW HEIGHT - SASH HEIGHT CANNOT EXCEED 53'. wl 1) USE THIS TA13LE FOR ALL FLANGED WINDOWS PER THE ELEVATION I ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP. i 2) FOR FIN FRAMED WINDOWS, SEE NAL PATTERN ON SHEET 1. R TH 3) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILA13LE WIDTH T OR HEIGHT DIMENSION SHOWN ON THE TABLE. Q 4) REFER TO TABLE 5, SHEET 4 FOR ANCHOR GROUP DESCRIPTIONS. Item # PGT DWg. # I PGT Part # Description 1 2703E R2_703EW Flange Frame Head 2 2751 B 62751BW Flange Frame Sill 3 2781 62781W Flange Frame Jamb 4 2713 62713BW Integral Fin Frame Head 5 2714E 62714EW Integral Fin Frame Sill 6 2782 62782W Integral Fin Frame Jamb 7 2706 62708DW Sash Bottom Rail 8 2707 62707CW ISash Top Rail 2739 62739W ]Fixed Meeting Rail -9 10 2709 62709CW Sash Side Rail 11 2740B 742740AW Sash Bottom Lock 12 2785 62765W Sash Stop 13 134 66615 Addon Flange 20 1226 61226DW Vinyl Bulb, Flex PVC 75 21 1662C 71662CW Head/Sill Gasket, Polyethelyne 22 1270 7PAD118 Open Cell Foam Pad 23 2772 72772SHK Fixed Meeting Rail Plug Gasket, Rigid PVC 24 4066 64066G Wstp.,187 X.230 Fin Sea] 25 2784 72784W Sash Side Rail Gasket, Polyethelyne 26 1078 7121UM Balance Take-out Clip 27 Varies per Size Balance 28 2711 4280OW Sash Cam, Nylon 29 1096 71096W Sweep Latch, Zinc 30 1016 I M 858:7 #8 X.625 Ph. Fl. SMS latch Screws 31 1267 712 N iSetting Block 1/&'x 1/2" x In, EPDM See Sheet 7 for Materials Kommeding 4SG TPS Spacer System 33 Quanex Super Spacer rL)Cr with Hot Melt Butyl 34 Quanex Duraseal M32 35 Cardinal )(L Edge Spacer 36 Sash Bottom Lock Spring 37 Screen Cloth, Fiberglass 3 38 8 Dow Coming 899 Silicone Glazing Sealant 40 1625 61825B Glass Bead (1/8" Glass) 41 2719 6271991 Glass Bead (3116" Glass) 42 1263 61263B Glass Bead (114n Glass) 43 1253 6VT48B Glass Bead (I.G.) 60 781 PQA #8 X In QUAD Pn SMS 5 781 PSTX #8 X 1 a Sq. Pn Tvirin Fast SMS - 410 S.S. 52 1184 78ILHPOA #8-15 x 1 LH Twinfast Screw Zinc 53 1186 781LHPQX #8-15 x 1 LH Twinfast Screw Zinc (S.S.) 54 78XlPFTFUA #8 X I" Ph Ff ulcut 8 MIS 55 78XI FPAX #8 X I" Ph FI -Stainless Steel 60 P/8"Anneale orTemperedGlass 61 3/16" Annealed or Tempered Glass 62 1/4" Annealed or Tempered Glass 63 1/8"- 1/4" Air - 118R An. or Temp. I.G. 64 1/6"- 3/16" Air - 3/16" An. or Temp. I.G. 2.000" go 00. .060 "s 0. 062" .0162" FLANGE FRAME HEAD 6D63-T6 ALUMINUM — 2.056" 1 3.225' .71 L .050" 9.15. 1.125" k__ - 050, INTEGRAL FIN FRAME SILL 6063-T6 ALUMINUM .062" --f 1.582" .062' A-11 .010, 010. 0 FIXED MEETING RAIL 6063-T6 ALUMINUM 2.000" .05D" C2 .050" .062' , .050" _nf� H .926' SASH SIC 6063-T6 A A� LWW41mllk RE P.F—#58705 SCANNED By L ' MIAMP FlLffcopy MIAMI-DADE COUNTY ME PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599 NOTICE OF ACCIEPTANCE (NOA) �%mlamidade.gov/econmnv CGI Windows and Doors, Inc. 10100 NW 251h Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shalt not be valid after the expiration date stated below. The, Miami-Dadc 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 AIIJ may immediately revoke, modijfy� or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirerrients 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 DOCUNMT: Drawing No. W05-04, titled Series "360" kurn Single Hung Wdw. (L.M.1.), sheets 1, IA, 2, 2A, 3, 3A, 4, 4A and 5 through 10 of 10, dated 01/28/05, with revision F dated 05/05/15, prepared by Al-Fmoq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE INTACT RATING: Large Missile Impact Resistant. LA13ELING: Each unit shall bear a permanent label with the manufacturees name or logo, city, state, model/series, and following statement: "Miami -Dade County Product dontrol Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dadc County, Florida, and followed by the expiration date may be displayed in Advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION- A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 12-0822.11 and consists of this page I and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed.py Manuel Perez, P.E. NOA No. 15-0512.07 MLAMI-DADE COUNTY Expiration Date: May 05, 2020 Approval Date: September 03,2015 Page I CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-0215.02) 2. Drawing No. W05-04 titled Series "360" Alum Single Hung Wdw. (L.M.I.)", sheets 1, 1A, 2, 2A, 3, 3A, 4, 4A and 5 through 10 of 10, dated 01/28/05, with revision F dated 05/05/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on:. 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal@ and Super SpacerV insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test -per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window., to qualify DuPont "Butacite'PVB interlayer, Duraseal@ and Super Spacer@ insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static. Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal@ and Super Spacea insulating Mass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. n ge P"' �11 er Produ -Ont t C CNOA N 512.107 ExpirattonDate: MayO5,2020 ApprovaiDate: September 03,2015 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (cowiNuF.D) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FB.0 TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Small Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 7) Forced Entry Test, Type "A-A!'vertical sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202-94, per ASTM F 588-04, AAMA 1302.5-04 and CAWM 301-04 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0402-08, specimens 1, 2, 3 and 4, dated 04/03/08 to 07/22/08, signed and sealed by Virm J. Abraham, P.E. (Submitted under NOA No. 08-1208.06) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "A-X' vertical sliding window, Grade 10, per FBC 24113.2.1, TAS 202-94, per ASTM F 588-04, AAMA 1302.5-04 and CAWM 301-04 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Test Laboratory, LLC, Test Report No. RTL-0080-0313-04, specimens 1, 2, 3, 4; 5, 6, 7 and 9, dated 03/29/04 to 04/02104, signed and sealed by Virm J. Abraham, P.E. (Submitted under NOA No. 05-0215.02) C. CALCULATIONS 1. Statement letter of conformance, complying with FBC-51 Edition (2014), and of no financial interest, dated July 16, 2014, issued by Al-Farocq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted un der pre vio us NOA No. 14- 0 822. 11) 2. Glazing complies -with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) Mann6l Per9r" reduct Control Ex min � =07 Expiration Date: May 05,2020 Approval Date: September 03,2015 E-2 CGI Windows and Doors,'Inc. NOTICE OF ACCEPTANCE: EVIDENCE, SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlasg (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saftex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 3. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company (MA) for their "Saflex BP Clear or Color Glass Interlayers" dated 06/19/14, expiring on 04/14/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5111 Edition (2014), and of no financial interest, dated July 16, 2014, issued by At-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted underprevious NOA No. 14-0822.11) 2. Laboratory compliance letters for Test Report No. HTI,0080-0402-08, specimens 1, 2, 3 and 4, issued by Hurricane Test Laboratory, Inc., dated 07/22108, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-1208.06) 3. Laboratory compliance letters for Test Report No. HTI,0080-0323-04, specimens 1, 2, 3, 4, 5, 6, 7 and 9, issued by Hurricane Test Laboratory, Inc., dated 04/02/04, signed and sealed by Vinu J. Abraham, P.E. (SubmittedunderNOA No. 05-0215.02) 4. Test Proposal for the qualification of Butacite@ PVB glass interlayer by DuPont as well as Duraseaffl and Super SpacerO Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, Supervisor. G. OTUERS 1. Notice of Acceptance No. 14-0822.11, issued to CGI Windows & Doors for their Series "360" Aluminum Single Hung Window — L.M.I., approved oil 10/16/14 and expiring on 05/05/20. a anud Per9f, P. Product Control E)km;i1 NOA No. 15-0512.07 Expiration Date; May 05, 2020 Approval Date: September 03,2015 E-3 1/2' (t,,. fz.,.) I Standard 12 Pof M) General Window Sections ,�� I D.,K,ht DRAPIN \Z-V 9/16. opop. 3 9/16- Wedon VT.4th Moot— Width INSTRUMONS FOR USING CAPAC" CMRTS- Mp 2 ...e, o' smas 1 .0 SfEP 3 Repo snan I FOR GRIGUE CMDVICal. . To A= MP 4 ARE asaX der .sarle. o"Ad" nop� ooUT ,11EP a A.. "I VXPL an Mr. THE MWUFM Moreelp FRO. stee 1. tF Optional 15 PSF Water Der Adeptom am . to .. vr.,� tore Q s../sm. . shax .0 C. aamt .-peas Morm, . ..ns an en, In adRE somr, Te ft, ped, teroRdhr WD pahn, Or pronaL . .9 eh� �ao, .,o n., . . he anom he . . F Or AeonorS pa" nor loapAnoeL RVM Oold pro dropo' . oplal DiontAs no: or ae� .. . a. ErsLoIldlon Serevm (Refer to sheds 5, 6 & I I., spacing information) " I (4.1orted Laminated Shosrard 12 Psf Sill Optional 15 IoSF Water flor Adoplor Coo . ts.�. V.. . tyro 0 Ik 4 MD A 10111iii T14ME lrewfl.u.o Sc".s (Refer to sheets S. 6 & 7 1., s,acing Worrection) .=.sop. "'he W_I05112-0 a hoses d. of sin W ZOZ-0�4 Bill of Materiols IIEU PMT # QUANT117 DESCRIPTION MkTMA� XhNF./SUPPUER MARDIS I IN2320ING NEED. WOOL. FILE WIFH CENTER SOFT FIR (GRAN) PILE ULTRWAII/SC14LECEL. 2 CGI�612P _AS AS ROD. P1J%SHC BUMPER GUJDE m PROTOTYPE PlLkSNO EXTRUSIONS CONTINUOUS AT INTERLOCK 3 4 5 J146-4 2 WEEP HOLE COVER CIL&ZING N)C-Cm G�s BIALDERS PILASTIC, mmp� _R/A WIA AS ROD. win Cumm C,;STING I COMPLETE SCREEN �Um/mm 6 CGI-615C & 616C 1 OR 2 I OR 2 COMBIMXIDN OHM LOCK ANEI UR/PUI.L ATTACHED W/(2) #8 X 5/8' RH SMS ZINC 1 0 � 28- MDE & S� 29 IIIHVS. O� 2V WDE 7 8 9 10 M0700 A, =705 OPTIONAL SWUP LOCK & WEEPEIR it�. 6) ATTACHEO W/(4) 06 X 5/8- PA SMS ZINC ZRIC TRM HARDWME OR OUN. IRM HARWARE CF OVIV. 1 0 WMS. 2B' WDE & S�LER 20 MR 2a" WDE 18-11-M-IN CZ 614C wim I OR 2 1 1 0 VIDWS. 28' WDE & SIJ� 2 0 MWS. MR 28' WDE 2 THE �N BLOCK ZRIC CUSTOM CASTING VMIES 2 2 �Cm (B&T OR SPIN&) MIES -SOTHI �CES C� BE USED 11 CGI-617P IMkNCE CMR m PROTOINTRE PLASTIC EXTHUSIONS �TED AT TOP MLF OF EACH JMB 12 MI-61V 2 VENfT STOP AM VENff SHIM PVC PROTO� PL&STIC EXTRUSIONS W�TEO AT TOP OF JAMBS 14 CGI-613P 2 PWI PROTOTYPE PL%SRC �SIONS =kTED AT TOP OF POSED VENT 15 16 j;T-GiSP cu--6-2-M- 2 TOP GUIDE AT OPER&BLE VENT MON 0-- USIOM VWING CUSTOM CASTING 2 �M GUDE/CUP AT OPERABLE VENT NW)N 17 MI-620C 62W 2 CAPRON VENT )%SSEMBLY SCftEMS ZINC CUSTOM �NG OPTQ� - UWkNCE WINCHES TO IT is N/A 16 S/S �WIES vw #To . . . smI (Z PON ccx,IER) 19 NA 12 FRAME )k5SEMBLY SCREWS S/S 010 X I 11C PH SAS (2 TER WITIM) 20 cm- BULB PROTOF(PE PLISTIC EXTRUSIONS 21 WIES AS ROD. SIUCONE SIMONE ZINC OCH LIM SU 3-S - N:_j M �ING Tt ST M , T, CI'S �T r(FU.RtSE - M-Im. GE-2m. a OUK 9.5 m 23 MI-632 1 OR 2 COMBINVURON EGRESS WB LOCK UFT/PU1 ATIVICHED W/(2) is X 5/8' FH SMEI 1 0 MNS. 28" WDE & SMXLER 2 0 �S. ONO 211' NDE - 2/ = SETUNG BLOCKS EPDIA (R)ROMENNI S515 VOTE A 2015 z EllKEt: �, - wo N.W 25TH M� �. �3172 1 10-0.0 M (= �1.2 2.Al 1/8- Mr. Gloss i/a- ies gares oso, Q'I~ ong S swnQQ, " Or '�orcy Ann- QnQ. Supplemental Test Results for. DW ., ot, In le, 1- .1y ., .111. � ses Per I- Air Inflection - Water Leakage Resistance Forced ErAq e, T'si ��Qi W T-,- an-, Q.- N",,sn, i,.." Test Typo� and MoRhod Results as- go: inst- O,wri C� A, r,,Qnd,-n Iss, csgu -ENs) i/v Ann. GI 1/8' HS Glass 0 1.57 in, pnessurc PADDIED .044 CY. Wn Sq R 0 0.2,1 QI pr- s�ffcnntIoi PASSED .076 C-F. We R Sticone GE-1200 glicer. GE-1200 Wober Isoinge Test (Agiu-m') No "Ac's gon.cl CE-2000 DOW-995 GE- 000 WW-995 in. ostent,or QoPto� PASsE0 : ;2D PSF 1 1Hh -torear EASSED se PS, Leus PcQI. an 1.4. egs, IsQn nw. 3v F-d Edry R-ot- PASSED loss Type "I" (AST. Gins. 1. rt 5/16' Woni-I Gl.N GI.QQ Ann..I�d/Arrcai,d EQUAX LITES WITUDOVE EQ. LXFES WINDOWS annou egage .. ... - .1 Qrun. ages. I Inflagni DIUS. lourM 1171t -I- usessen V NEN QsII., �,.a Z4 sed Ne. "I I'so udo Al". 211111 nEcL N' 111. No . =. "I I... Ins. .Is 1. Itas 21s. s .1,4 .1.1 Isto 1. 1 D 1w, Ns 1.s Nee Isto . . . . . . . Ir 111.4 W uso 10. 112.1 1. 21. 21" "so " I use - 10 Is Its ev 3. D.3 Its oas fit ge. 1. 1 too N" a.. us. si- N, -Is.. Is, 'Ei 11, 'co. I si. 2e I L. n� W INA � Was 2104 32- Iso- Is.. ..I. TsF-, . To.-. .11. ,2. w W W 1 si =1Q.4 1�m- 1. Mimi 1. W 7.- -a.-, -,.- ... w 1. Iste ses 1. =.. v.4 N' 7.b 11�4 1. st. V.-- iisy W 1.. 1. Es. ERN se. W 1q]IT "I" .gA,An,.wDgss,,Er,AgE . e Age, C13"o-ga (s q. de"I's) Ad, . .. Cdgg,%KQd .Nef ... �21� EQUAL =JeS IFINDOIDS Desse. . ..y - VQP ,geser ... NES, 9 1. .. T,'. v Ve. Is. 2.00 s"Ir 21 1. .1. ega 1. 21. Q.0 21.. use 21DO 'r .-,m lad. 17..1 ..a 21DO u und s'. via a IQ" Nso N- 1/2- lose so.. 1. s�sc n", w., w. Ned . 1.1 W-1/t g,s,- note - I" I eas L"Es '.. In. 11 .-,A. 1.a Els 1. IWQ7 W-W loss .1. 1. 21c,. 26-IX 1000 N75 IM 21QQ sr . sc. . v. N., et, 1. 1. u-,e- Is I ce. I 21Q. sr 72' lieg ae !I !.. 1 ... ss-1/v i r. =-X 1. 21. 26- /2- , load 171.4 1=0 210A '.. �c. ogut vos 37. sl-". go. W)g I EEI Ail volues Ao,n are Design PSF (Pounds per Square Foot) VXUES MR UTERIOR LOAUS(+) SHOM ARE MR SIM WIM WAITIREAR ADAPTER FOR VANDOWS gdEl- WATEREAR ADAPTER Mit WERIUgR(+) UDADS TO W.0 PSF edge gs�� :=:=% -OSI-2-01 - on..2ww e`r�v-- on Z = DMIS K9Z M, S*dooa v SWOI ,Ouvuodm� 00OUVA-1v al, ". E-� �M,- t Z gA lag Z A Hoag jurb3 iDnb3 0 446 -U w *WA czI N- 0 O'N 6 F-I -1 MAI I. I �-, I � I � I M� a9z 'Wh OOLOL SNOM v smoaN too WCE �'IWH ruolas M Ozl c .0 E ..10 um Id I u L MI Mai Fjili 10 101.- 01*1-- '91'9 k I F5 p p §bjgjij�j! g i OEM Ila z g �.g gIgIM01510i I Wit .4 WTI _WIN 1010 A001- 0 i�gnj- i M o ol.1il .0 CNEIM E.-I bb N 4 LIJI I o Li �Eg .bb U � S R 00 PH� ig! a I;! b m g,g C . -big q- 0 -9 o b blo o Yg Ob Ell o c Wt h�qht 0 IF gig; SAM., No 120' MM. I CGI WNDOWS DOORS 101DO NA 25TH SMEU MMI. FL 33172 Installotion Type 'R, --T—yp�' PJ. WR,.d B-I, MPORIANT WYTE: Wood Sucks must sustain leads imposed by glazing ,KW. and tomdal the. to the bulkliag structure. �3 1/2- 2 31e 1 . 4 B—cled PJ. Wood Buck (TYR.) O'Varal 'a be No b.wI.d W.:5 Ru.k Seaks, L (dotted) —PI—C's, SIT TYPICAL ANCHORS, Ede ONR- Tow —a t/4- TIC I.VACOM BY 'ELCfy V-11 0% llr� as) 1/4' DIh NI V KNIK�OM I ("I's M n"" Kso TWO 26, moo men OR moo STRUCTURES 1-1/2- MR. PEW7tFMTlOM IWO WCOO THRU 1BY BUCKS INTO OONC. OR WNR:NRY 1-1/4- MIN. W� IWO (ORID. OR MX30KRY CIREMY WE EDNERETE OR RU-M UUOCKS 1-3/4- MIN. ENDED IWO CONCRETE OR fl� BLOCK J/� DIX TENS OR 59-F DRILLING SCRIM posse T sm) We WMJI�E COUNTY APPROVED MMUU0M (MIN- WK. 1/8') we METX- STRUCTURES � ; 12 GA. MIN. (FY - 36 KSI N-UMINLAI : 1/8' M. MIN. (063-T5 MIN.) (STEEL IN CONTACT zTN X.MMINUM 70 BE PUKFED OR PANTED) METALZIff-DWAH" WD CONCRETE AND MAWNRI( - 2-1/2' WIN. INTO V100D STRUCTURE - I' MR. We UET& STRUCTURE = 3/r MR. wass K, NORD. SIU- OR ES Ed - 026 GOI AT HEW. . OR � Cc . 3"0 M MR. ,-" ,,' Does, �Tjgdts r. - 2000 M .1m Values far Installation Type 'A' apply to the fnll..;nl inst-11-ti-s types. V.1h maximum shim space 1/4-: I— Using Toy PJ. wood bucks, mm. 3/4' thick. 2— [SNOW into masonry, without the use of wood bucks. 3— . sical or aluminum structure P thk,k and using #14 Taks or Sell drillinguacrow.. Structure must be designed by others to sustain o.dK imposed by the window. [�.j ,7slo.,I'olt�oo Typo "B" � B..,= se , 'Wab Duck bed i -.l.. (,A V... Fiat Head (typ) 0 un. 2 3/4' 2 x 4 Beveled P.T. Wood Bock (fro.) Optional Pfe—Ccet TR Fl,,tal LoVLo_. Type "C" ,�ng 1 x 4 or 2 1 4 wood bucks Buck bed Sealant V Dia� Flat Head 0, Dia� Ultmcon/Kwik—Con 1 4 & 2 4 P.T. Wood Buck (hrp) Sao Installation Types mAw & V for I x 4 & 2 x 4 P.T. Wood Buck Styles IMPOKW NOTE. Wood Bucks must sustain lands imposed by glazing system and transfer them to the building otourt... r 'T .—Aybevia.liends 1 112- Min. Total stood pvredmida "o'b e,,,b 5 2. d 9 A.. R I . . . . A. IN CGI WINDOWS 10100 N.W M� �3172 (.0 �, mol W� * -M WL M SHOW V SMOONIM Nouvm�mo 03� is i ME ink 0 E N * 25 0 , .19 0 x S S MOM 0 + RM i 2 iL > [Ell --ES 2 c 2 a I l�.� 03� MGZ 'M N 0010L C U000 V SMOONIM 100 V [ I VO 'MM ONnH TOMS M 11T, MMS V W.— IN N RAI M.0 i r 10 1 2 77w� —.0 -.Ag. � �s � MpIl a 1*10101 - — — — — — — — — — — - - �Jpjpjpla 7 iR - - - - - - - - - - - - - g 9 :1 9 R ME ;lp Ml d d vl� g 0 3 s 2 p g - g 2 7 - - - Ell P 'D o gig A o g (we) . ...... N lu I WN OOLOL sm 00 smoaNim 1w 0 ... ..... .. 1,01-101.1, 02 glq 0 Pull :4 2 -1011 I LL ji 2 E6 M '100101 ij; Ql 2 ----- -------- ON* 0 Mg N* ql �J� i1ii R i ilp i 2 R QIR A q2 I; a ijij;j� 1131; ;1; @ ;I g 012 10121; *01M -,I-. ij� gi RIN - A 9 R. ,t im a g Fig @m a, .2 . . . . !J7 R TR-- Rln RIF t 06 R R - 9-W qN41M _A, IL---------- L -SCANNED BY St. Lucie County MIAMI-MMDE MIAMI-DADF COUM mma FILE COPYPRODUCT CONTROL SECTION DEPARTMENT OF REGUIATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Stree� Room 208 ]BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mismidade.gavleconamy PGT Industries, Inr. 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 7 Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AllJ (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 revokc� modify, or suspend the use of such product or material within their jurisdiction. RER .reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the 11igh Velocity Hurricane Zone.- DFscRwnoNo §eries!TGT" Clip ed Ala W.04- mi.Tube Mullio I n_� UYLL APPROVAL DOCWIENT; Drawing No. 6300JR, titled "finpact—Resistant Aluminum Tube Mullions", sheets I 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, RE, bearing the Miami-Dadc County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturers na I me or logo, city, state, model/series, and following statement: Wiami-Dade County Product Control Approved", unless otherwise noted herein. RF,NEWAL 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 manufacturc 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. 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 manufhcturer or its distributors and shall be available for inspection it thejob site at the request of the Building Official. This NOA revises and renews NOAN 14-1105.01 and consists of this page I and evidence pages E-1 and F,2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel. Perez, P.E. NOA No. 16-0218.03 Expiration Date: May 26,2021 Approval Date: April 14 2016 Page I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 I .through 25 of 25, dated 08/29/11, with revision B dated 10/10114, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Itifiltration 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 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson, P.R (Sri bmitted under NOA No. 10-0819. 05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5"' Edition (2014), prepared by manufacturer, dat�d 01/29/15, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miarni-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 A Manne a, P.E. ProductCon oI antiner NOAN. 218.03 ExpirationDate; May26,2021 Approval Date, April 14 2016 PGT Industxies, Inc. NOTICE OF ACCE1YrANCE: EVIDENCE SUBMITTED 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, PR 2. Statement letter of no financial interes� dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHEI;LS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Indust ries, Inc. for their Series 'TGT" Clipped E xtruded Aluminum Tube Mullion — LALL, approved on 02112/15 and expiring on 05/26/16. 0 B-2 :DYd M ... ael Product )nt ..er C( r I N X 1LOABRUIL03 Expkation Date. May 26,2021 Approval Date: April 14 2016 DETAILA: MULLION TO 2X WOOD BUCK ORWOODFRAMING (OFFSET CLIP SHOWN) AMMUJONS 4 MW I MOW IM&O-NI SIDE VIEW FRONT VI DETAIL B: MULLION ATTACHED TO IX WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) r'74-�� SIDEVIEW E= 4, clipwyea IWTAt.0y msmm EXTERIOR 4d Im 0 FRONTVIEW INSTALLATION NOTES, I)ANCHOR EMBEDAIENTTO BASEMATERIAL SHALL BESEYOND WALL DRESSING ORSTUOOO. -y 0 LYNN Aflz 2) QUANTITYOFANCHORS AND MULLION SIM SHOWN ABOVEARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSETHEANCHORrAPACITY IS BASED PARTLY ON THE ANCHORTO ANCHORDISTANCP THE CORRECT QUANVTYAND LOCATION OFANCHORSMUSTSE FOLLOWED. REFERTO THETABLES ON THE FOLLOWING SHEETS. FOR DETAILS A,D, EITHER THE STANDARD OR INTERIOR CUP MAY BE USEOP N0.56705 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCI(SARE OPTIONAL, SEE DETAIL C. SHEET 3. '1� 0, 0.. 5) FOR MASONRYAPPUCATIONS IN MIAM�ADECOUNTY, USE ONLY MMI-CADS COUNTYAPPROVED MOO ULTRACON OR MCO IM S.S. AGGREGA� I%ASONRYANCIiORS. A.L E. FL P.E.0 68705 UTTABLE FOR ALL LOrATIONS REQUIRING 08 SHO GENERALNOTES: NO*IMPACT OR LARGE AND SMALL 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE A ADDITION TO ANYANCHORS REQUIRED FOR THE MISSILE IMPACT -RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION. TYPICALAPPUCATIONS ARE SHOWN. EACH SITUATION IS UNIQUEAND SHDLJLDSE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL IXOR MWOOD BUCKS IF USED. MUST OF. ANCHORED PROPERLY TO TRANSFER LOADS AND ARETO BE DESIGNED SYOTHERS. FIGURE 1; 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TOTHE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS MULTIPLE G�FORVMTCALMUM Fp� MULLIONS I �Mlosa INIMMSED INSIDE BCTmQ 14AVE BEEN TESTED AS 'FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL NOT HAVE AW OF MORE THAN lie FROM THECUP. / t-� ffih ZlIwa HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED SEE m� A�uc: SHMET824 AMUG. 511�24 OPEL HE m SEEDETME. —B`EETl FEMTRATION pwwm� umeg �ACVMEV EGE Holwm� T MULL J HORZQ�A. 'IJLL 94i =/7 LH L SINGLSMUUJ0N SINGLEMULUKIN MOM FIGURE I ABOVE. USED: -2014MORIMMMS pruu),bmwlli� �h -ANSVAF&PA NDS-2D12 FOR MOD CONSTRUCTION -ALUMINUM DESIGN MANUAL ASMII�IS2-2010 3) THE ANCHO E METHO WN DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DO= NO MORE THAN U18). THE IM STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION. SEE EXAMPUE41 ON TAIS SHEET AND SHEET 24, FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLEA THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESI RATION PRODUCTS SHALL APPLY. 0) WHEN FINDING YOUR S17E IN THE MULLION TABLES. ALWAYS ROUND UP TO THE NEKT SIZE SHOWN ON THE TABLEJS). R NTA 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DREEsiNG OR awcoo. WOOD BUCKS By OTHERS, MUST AS REQUIRED TO PREVENT 6) REFERENCE' TEST REPORTS: FTL-M43; ELCO ULTRACONIAGGRE-OATOR NOX5 0) MULUONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MU.UCNS AREONLYTO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS R414NO CURRENT APPRCV�. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHL 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTI MIGHT OF EACH INDIVIDUAL MULLJON COMPLIES WITH THE REQUIREMENTS OF THIS NOA INSTRUCTIONS, 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT LSSfFr FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSEA MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS -RECTANGULAR' OR 'TRIANGULAWrRAPMIDW. A% MID THE CHOSEN MUU-IONS M6U-ION wAcrry mss�m FROM TABLES IA THROUGH 16A. ON SHEETS 5 THM INSMUCTIONe ........... . . . ...... ELEVATIONS MULLTOVW00D ............ 2 MMTO Ix &MASONRY-- a INSTAUATION NOTIES.--.. 2 �TOSTEELBMD--3 ANCHORSPECII-3 ALTERJ�ATATECUI`8— 4 BAYM=INSTALI.Am 4 lX2X.l25IAILLSM0&--5 USING . THE 6) FROM THE SAME TABLEUSED IN STU 4)ABOVF FINOTHEVALUE IN THE NEKrCOWMN ANCHOR CAPACITY REQUIRED (LOS). THISVALUE REPRESENTS THEVANDLOM TRANSFERRED TO THE SUBSTRATE BYT14EANCHORS AND MUSTBEMETTO AMIN THE FULL MULLION CAPACITlY 6) FROM THEANCHOR CAPACITY(LBOTABLE ON THESAME SHEETAND USING YOUR ACTUAL SUBSTRATECONDITI ON (MULTIPLE By W. m&d ANCHOSISUBSTRATFJANCHOR�LIPPA��MAYAPPLYI SELECTAN ANCHOR CUP PATTERN ANDVFRtFYTHATTHE REQUIREDANCHOR , IN CAPACITYISMET. MULTIPLE MULUONS 7) IFTHE MULLION CNPACT`Y"SfM OBTAINED IN THETABLE IS HIGHE19tTHAN THE DES ON PRESSUR E UIREMENTMB�� FORTHE -ANCHOR No.69705 OPENING, YOU MAYUSE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA' TO OBTAIN THE LOWER CAPACITYREQuoREQ. WITH Mis VALUEA LOWERANCHOR CAPACITY OPTION MAYBE SELECTED FORTHE SAMESUBSTRATE .0 �ja- � W-TWE 8) VERIFY THE DESIGN PRESSURE RATING (LSVFP) FOR THE FENESTRATION PRODUCT TO BE USED AND ODIVIPAREWITH THE FINAL MULLION -33 "'a 1. CAPACITY "�] OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALLAPPLYFOR7HE ENTIRE MULLED FENESTRATION ORI ON PRODUCT A53EMBLY. 0) HIGHLIGHT OPTION USED ANDTASLEVA-UES USED INA SPECIFIC APPUCATION WHEN USING THIS NOATO APPLY FOR APERMIT. A. 'MRkh DETAIL 6: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) ammm I W�w N omu� "WYK "T�sy EXTERIOR 41 FRONTMEW I .1 1;-, J M23MHM�MORMU SIDEVIEW INSTALLATION NOTES; i) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRES81NG OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN MOVE ARE MR PICTORIAL REPRESENTATION ONLY. BECAUSETHS ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS, FOR DETAILS A.D. EITHER THE STANDARD OR INTERIOR CUP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD. HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL. SEE DETAIL C, SHEET & 5) FOR MASONRY APPLICATIONS IN MIAMWADE COUNTY, USE ONLY MLAMWADE COUNTY APPROVED ELCO ULTRACON OR ELCO IW S.S. AGGRFMTOR MASONRY ANCHORS. lfll� - FRONTVIEW EXTERIOR DETAIL E: MULLION UION INTERSECTION NOTES, (U-CLIP) 1) MAY BE INSTALLED IN 'TEV OR �CRGSS- INTERSECTIONS. 2) MAY BE INSTALLED HORUONTALLY (SHOWN) OR VERTICALLY. 3) BEE U-CUPDPAWINGS. 810ETS21-23 TOPVIEW 'OR CORRESPO'.'GMUIUJON FRONTVIEW DETAIL D'. MULLION ATTACHEDTO STEELSTUD (STANDARD CLIP SH NOTES; 1) FOR 2X WOOG�CKED STEEL STUDS. WOOD ANCHOR VA.UES MAY BE USED- 2) SEE CORRESPONDIN13 MULLION TABLES, SHEETS rM, FOR QUANTITY OF SCREIN& SIDE VIEW SIDE VIEW VNNN Afl, ........ Z14" jc t6 FL P.E.# 68705 DETAILF: FIELD-MODIFiED MULLION CLIP (F-CUP) "MD"MA 8M-62 Mo lo__Co SIDEMEW WTERIO IWO�,WEN, ��CR�NRY E�oll (D NOTES FOR INSTALLATION OPTIONS F; 1) DETAIL IS NOT �PLICASLE FOR THE MY OR I IV X 2.1 V X �129- MULLION. 2) SEE TABLES i8-13B FOR ANCHOR QUANTITIES AND SHEETS 21�3 FOR HOLE LOCATIC;NS. 3) THE V5 MIP IS NOT SURABILE FOR THIS ARPLICATION. DETAIL G; ANGLE MULLION CUP (ANGLE CLIP) F= TOP VIEW c t::;> E>7rERIOR Full DETAIL H: SAY MULLION INSTALLATION (ANGLE CLIP) dillfo, P VIEW NOTES FOR INSTALLATION OMON G & N: 1) USE 2 ANGLE CLIPS PER MULLION MD. CLIPS MUSTSE INEEKIED NSME( 2) DETAIL 0: SEE TAsLES 16-148 FOR ANCHOR QUANTITIES AND SHEETS 21.: wro"H�CINLE LOCATIONS. CATIONSINE ,�% - *1 U IN N 44, C ......... SE z -,k- rBT05 z 3) DETAIL H: SEE TABLES 150 OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOW LO - opening (formalmlyeparrimmAIDM)c sm win ImaF1sIflhtUwhw1N*W4 IN% ROAM) Inn win "In "in foh NOW I z2x.125 =I Elan- I mampod. LNdq TqmN& UONI RONN,4. L-No Nvrft* LOodno m-ww L-ft T"PRIUM. L-edel; Noweaft Lth, Tmffd� I.ef, RWOW01 IMPMon, LN&M R.WVAK wron I WA �ff U." . edea T-911ING. Loafto PJmTuba .mullon I 11110 I If I a 11 fill, 1 11 fill, 1 11 fill, 1 J1 I 11111 I& 111 11111 1 11111 h 1 1 11 11 1 11111 la 111 11111 till, 1 11 1 111 111 1 11 1 11 fill, 1 111, 1 1111 11 UM 111.21 M INA M MR IN HIS I In 710 IN INS ON 04 1 4N 10 4.4 310 05 INA SIR NO 140 INA1 310 MR 1 IN 1 IKOI 310 ROO 40B 0-4 —amn Sm" -ZIA931", Nin L44 312 NO ON MA TO m I=VA 07. 219 4' OR 31.5 312 CIA 244 MA III 1514 244 NA 312 MOORM 0.0 51 —7" —m MR ON 01.5 ON 46.0 281 M? ON 39A In 63.1 NO A IN MI NO LIA_ 1&0 210 MA 281 A3 210 MA I" A" 210 MO 1 261 M3 NO "On ON my 67.6 ON, 24? 0.8 A !31! 1. NO 1. 41 201 N1 X43 _!�j 314 4 1 MI 10 1&1 w VIA al IN win m IRS 4fa ITO no 2011 04 He V.4 On .5 -57a _L47 In ne 21.3 1" 20 21.0 ON IRA NO 0,01 IN, r win ILI 111#3 IN 27.0 161 A3 19 MT IM 24.1 '14 14 Ial 104 101 213 111 m NO :4"I'l Re : :: �E OR 1: IN 20.9 OR To— 2'. — - - IN IN On 233 m Re Re IN 40.6 IN In 118 15A IN T Tab i LSO E in 102 in Im in 10.5 1" Tna A In; IRA IN Me orCamocRyTobleffleal INammu I FNICAW I PT. Need I Sho lie es.. mr.. w. OR RINI 11 0128HIM BNOY") AndhorGUpPonenes 1 Acalwo .w In.. ftwN� .Nn Re ON) 51V - - r 1 LIN. 15 1 1�4' 1 I�V I� 1 1-114- IA i'71' 1.-114' I� 9 !40 2 IN In 1 MI-1- 1 OWN M M 1 fi-11 111- m NA We ME VA IFA WA ON" mft Igoft ge_ 4'ft" ON I MIN I NA I TON NO" ORION mw OWN "IN I. WA WA WA I NA I NA I WA I NA WA WA I I mn IN low 1.0m I ON. IMN 1 140ft Ince I mm Now I NO WA I INIM WA I WA 11 IVA WA FIGURE 1: FIGURER: TABLENOTES, T I)SEESHEET1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEETS FOR INFORMATION ON LOADRIG, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LENEAJR INTERPOLATION BETWEEN MULL LENGTH$ ANDIOR OPENING WIDTHS IS ALLOWABLE FIGURES: 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACTDIMENSIONS, SEE SHEETS21-23. HOLM TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-M FIGURES SHOW SUGGESTED, APPROYJMATE HOLELOCATIONS. ANGLE CUP MUST BE USED IN PARIS. FIGURE 4: FIGURES: FIGURES: 1� , ff-07 F[7;7� TO OBTAIN A� IP;= IN 0, w DOW M MIRIN kO, -t7,",Y40 I-YNN Afl4j"",, ........... 517 0 Openbui M Or Opialloto H.I9td(fb1I%)d Rpmalim mdam) MI. so !o as m 1001, no, 1401, lool, x 2 G, STS R.Iao,olmr Lasom Trlvou� Loaft R.W.Woon Loodro 7."� Loolm inomw mpffdov �m RICtloasW Loalso �ql,, Lo*ng Fbact.'a T.w� msot�l Lo L."A'a or LWN �Imr �mTuba - loll, I an 117101 4" ! =?I an 11mol m 113.51 an IM51 310 low, I m I lag 317 Go,51 an I'mol 617 a-, LIN I an JIM 69 MY M ing an MM 121A W 1319 419 1MA 1 601 1 1 1IR21 4 10 WO sor loarl no 1 an I Ime I Gas, 676 1 w 1 ".6 wor we w I no Gas S., w as 0.0 m M4 450 019 3" "a mo, no wo mor4saTM21 am, GI's a 400 Goal -4 oo Ina 318 W Gas no m "A 270 M.1 M I M.21 M no I m I ag I 31.1 m 40.2 m -ow 37.1 m a ING no Gas 4 m 225 no 01 n,, mm =a Im I n, no, as 2, w 113 AnchorClipilaftilme im 0 Eft VC860k. M28W 01281*0 i ;;" A9W.W 811081sid (05) ft.ma) w,,pTI ,FIGURE 1: FIGURE2: TABLENOTES' 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 MR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND(OR OPENING WIDTHS 13 ALLOWABLE. FIGURE& 1 0 - - * � 11 0 0 1 ANGLE CLIP MUST BE WEDIX PAIRS, FIGURE4.- FIGUREG: FIGURE& T� , 3) MULLION AND MULLION CUPS SHOWN ARE NOTTO SCALE. FOR EXACTD!MEI,iSIONS, SEE SHEETS 21-23, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONALRESTRICTIONS SHOWN ON SHEETS21� FIGURES SHOWSUGGESTED, APPROXIMATEHOLE LOCATION& 4 UBSTRAIg CONCRETE SMALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FUED ) 8 -TREATED CONCRETE 1K UNIT (CMU) SKALL CONFORM TO ASTM C�. WOOD SHALL BE PRESSURE YELLOW SOUTHERN PINE WITH AN SO OF 0.68. ALUMINUM SHALL HE 60113�Tfi ANDREA MINIMUM OF.12V THICK STEEL STUDS TO SEA MINIMUM GRACE 33 AND.045- THICK (19GAUGE). STRUCTURALSTEIR.TO BE AT LEASTOW THICKAND ASS. ALL ANCHOR$ INTO METAL SHALL EXTENDAT LEAST 3 SCREW THRE'" BEYOND THE MATERIAL 910 & N12ANCHORa INTO WOOD MAYBE STEEL, IRS SS. OR 410 B.S. SERUM CAP No.58705 eu ............ 70N, A.LANM bEA,"p%E. FL P.E.A 50705 TA13LE 3A Muftn Copedly TOWN aborn't Opening Width ifor wifica*aparrinen mAM) or Opening Halght got to wring Mtn") NO, TOM I wt, OEM less, new HOW In I x 2.15 Of '375AImn. 'rub 1 M.M. "'Wes"' L-ft; imitates, L'sam 11 11,fAntimsp L-ft Ronfiriplit Loodko On. 1--drio m.to. Sold" Losmill 11.111 L." sa land" u tsesig ixed, Recurp" worn 1w�� Loomis Rem"wir Loicho mwmf� Lose, Stortmetur Scioto Sa I--" 421n Intel Wel J SWISS 433 into M INS Us DOW M DOE M 117091 M 11711) file IMI) 1110 1704 US TIES ISO IMO ON 141.7 *3211 Into Of INS 101 free Of 1111A ON INIA Of 40t, lma See Ing M4 17(m) -!!!. 170a, w INS On 17ED Em free 11 Ime at 151.0 Ilim ME EST INS ills INS M H&O tIN DOLE 00 US 1139 170A M HA life INIA NO Seems, into .14T vu sen INS em 17&0 1 I!La !mn 4 INS IM INS M 13U IM I= 747 1 IDA iM 1740 IN WE 1011 IM M MA IM DOE TO 17U i= 17110 SEE GISO IM TW INA .12 612 181.3 M I= 001 .1 INS M �Lmo iW IN fine W JISLIS M IRS Oto 14U 714 sea M 441.1 710 1 M M 14U 70 MI OU INS 7110 not -M 140.0 for Sees 441.1 IN ISIA ren M USA IN INS Oil IM 79 Ilea HE M IN 1002 60 78A IN 0.6 No 711,11 WE 0&1 UO No TM 014 574 at On 'is "1 70 OIA US 9-m 2 I Ira Q .1 I.. im.0 Us me IMA wo fill 07 SEE m wit my = m off ON. Or wo " Of not m 1" 5" we sm T" at as m SEE Of 34.1 m "A at Sets 1WO ON SIM M Ul My Wt Oil SET -0, W Me Of 02 Or. TTI 403 M -N7 ILE 486 WO Wr US 451 44.2 Off US ME US W 111 474 SEA M ISLY 474 rim eta sic wa m, an 1. 7" 4u( 21-0 0 7.0 419 at 510 al 413 41111 810 No OS No 510 ag 401 510 44A. NA Ole "A NO "It M 40 Sea mio 574 NO in.? No 40A as 66.1 US al _!I 418 as $78 31A 458 i No 373 ".1 454 41A WE NO 4511 373 ON me NO 2117 4511 30.7 NO 111b (We US Sea US M M CIA On 4" WE Mi NO "I Wit Not 35.1 433 4.0 HE at NO NO al 351 W at W 344 Us Ol_ 3" US Mi. NO] mi US OEM _t2 414 SU at 2911 --jT- US SOF SEA = =0 SO IS NO 25.1 On 3 Se. "a w W !I I MA Or Or aT ITA On 21A = 1410 lia int, W W MA -j�j- -�y 7jig- - 20 INS III -El- SET 1�31- ES .4 TOT ber _iW SE; 24 _21 w In I m w W at Oil- -iF -iFo 201 " iii IS-. mg. On I US 213 222 194 ME 214 IkI 101 1114 215 1 SEE 150 L its I" IIA in TABLE 3B AnchorCmandtivToble Ube) k dr m.m FAMORI PT MWI AnchorClIpPeftento AiswivX1 Summit WIVE 1111t. WR."..m sess SW AiSWO00t; NEW W.. Insi. 114-611 Appolibmt NIOSW ft.Ern, 0120" &.005) 1125toil 6.015) fais..(ml V I S.,., I. RT I. 21W 1 1- I-Im r I Mar . I I ov I gin- I EMbOrtMAI 1�' I I� I 1,3M' I 141P 1 7 L I-Im. I-Iw I-Im 1414' 1 1. 1. ifill I� muli. on No 4NU a " 044 W 270 M I" Nift 7400- L6111M 4! 413n. 12.q WA WA WA WA m "', WA WA �Ift M =ft "I's ft I'm" ." I Wft Knees 18"Ift No" MM I IYA VIDEO Z14 M WIM Now mm 0451be tire of WA KA I WA KA WA WA - �NA NA WA 11swe in" taft Debt p 3MW INISO witt, 4171 W- _VX-ft -El I-W 2Ao0oO l.IwNo0.wFQ1PMOQ'I 249M I NOW I NA I WA I WA WA WA WA I NA !E. NOTE FORTHE OFFSET CUP. USE THE SAME ANCHOR PATIERN ANDANCHORVALUES ASTHE STANDARD CLIP., C>CIRCUED VALUESARE USED IN THE EXAMPLE ON SHEET24. FIGURE 1: FIGURE2: 110 11 1 0 0 1111 0 FIGURE 3: 1 0 11 a 0 ANGLE CLIP MUST BE USED IN PAJRSL FIGURE* FIGURE 6: FIGURE (k TABLE NOTES: I) SEE 814EET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEEr 25 FOR INFORMATION ON LOADING. SEE SHEETS 2A FOR GENERAL INSTALLATION ME17HODS. 2) UNPAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIMM IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE BHESrs 21-a HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEErES 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C40. WOOD ISFALL BE PRESSURE-TREATIED YELUaWSOUTHeRNPINEWffH MSG OFC6S. ALUMINUM SHALL BE W83�TS AND BEA MINIMUM OF.126' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046' TH10K (18 GAUGE). STRUCTURAL STEM TO 80 AT UEAST.125' THICK AND ME, ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 2 SCREW THREADS BEYOND THE MATERIAL #10 & 012 ANCHORS INTO WOOD MAY BE STEEL. 18-8 S.S. OR 410 E.G. 'ANCHOR No. OB705 TA13LE 4A Mulgon CapaolWT&blo gb*Wl Opening dth(gor%geficall,,quarml MA")WOperiaNIH4191,100(to orwrormaw) 01. win TOM all, am Inch, 1201, 140h 10011, 1x1TSx Laudaw lcggnfta� La-ft RWWGW Uedew L-ft lawlismu; Uaft Iw1cmm, glv�ts TWM,n �w Re W&W enter wam, a Lauh, Lumm, Wft 9. waft Laidiv wan Lawl, AIMAlum Tube Vulcan I Ia I 1 11 Ia a in b Ilu 17 on I?W" 435 Im To I Ina sto INUI I IN t70.0 M Ina M 1700 519 IXQ Ilia Ino gal 174.0 IUD liall son Ino 140 into at Ist? mat Ino 0 Deta IM into at 0 h 170.0 W ITU Due M 170A M lag 556 Ina M 170A = LM Ina tyac Sol 170.0 ore Ino or? 17 'U 1417 Ina = 1417 �417 Into m of.f; 107 �Ro m W13 1417 ne Z w emblem lmo 747 im 551 17010 we Ing oil Ina late Ina m Ina Ila Ina M IM Iag l"D 747 *a JIM Ing M 1121.01 M I Ing M j%.8 lag "A 750 *IA IMIND M LM- Lm- 012 D" as Ina at Dole Ilia into Ing iNT lin Ing so Ing mm Ina 07 RD IRA lin Ina am posel Ilsol InA sel R, Ina laol "I I M It* Ina at ftm inQ -M M Ing Ml 14445 015 lall 711 10.5 145 145 M line 05 70 04 915 121.9 Ing 61.0 9111 Ing I M 732 016 1114.4 715 NA 115 INA 715 M.0 015 INA 715 am 151A w linto 710 tag sto IN.0 804 m" 03) 121M2 NO D,U) 011 It" M "A 830 IKA 0062 76.0 [41C DID OU M W 0 1 We W III Bill 21.1 040 47A 010 94.1 040 wh Lam Lm- !1-10- "I'D JR0 R* 2 41.3 79 782 M Ich lot.7 -T gue Ime _n_ an no -2L am M.0 Me My 5W mil mo me me, M 0.5 W MO Ing RD DW 01.3 W 424 Ing 572 M R3 W R5 407 31S W d&2 4W "ID ±1 K4 415 711 571 M M lei SM 79 45 I Ti ODA 471 RD 671 Me 404 a2 III SIX 4111 RA 571 VA 41 RD Sh 44.0 447 VA 571 "A 40 Igh 410A _L71_ M NA 474 0.7 W M 493 07.1 W 0.1 450 W RI "D 44.4 M SIA 442 M 47A W $20 333 M Q9 W M _!I 4ga 495 M RD at 423 -- --Zlo _Z1 V M? -;;T -W- A 407 ft4 355 372 40 ago lug as w RD w mul - 7" -Z-1- 535 RD RD - w Due -in- M IiT IN 2WI W 1&0 of al 3a RED 4" RD 319 MM "I -3W Sill M 371 314 R7 M M M Me M 20.813041M SW 1 30 121.5 350 17.9 IN 21.0 BID 15.3 all 10.2 2111 ,on -!!i a, ma T I BIG 2" at 21.5 M all tur iaz as I Ito 2" lay Ect isio 240 1 utl ma to's im 7 - ,I'm .5 DID -01 w no Ing I" w am us 174 %3 2111 1&4 an lei can 210 DID oW 7u In I&A 20 K7 w lu -24 TAR] PAR AnaborCermalt, Tabil, d1w) Skent. "k�.. lgo.wU sommu PT I Anchorcuppaveme Ulm. 1 114-Botmea. `ar� xUrEw.uneau, I Im Dim umem, IZIN= V Em. Ulnu. IIVBSfk. Amami. $DOW 6.0m) I N1201W ftea(m) 012OW �(os) Empan. all -1. Zia- 1. 2.1w r Mir r am O.M. I-Mo I IVA- v i-lic I.M. I-Im. 1-111. 1414- I-W r I" ....... PVV.IX I 4w Mae I N we MIN, 251fts SHM 740M IlMIN MIN ROM -WA -�M 160" ;:me i Im. Z i 3801�! WA WA ma I%0ge I.." mom at WA 0 INDIA None folb, swift 1120M ".125' P1 IA I M I WA NZA -N0 IDA WA WA -T WA WA -77- WA -r?- -Fl- 1-' 93N 11.1 ag 177M inile offt 73M- w 3mg -WA am IN gaft WA MA NOTE: FOR THE OFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD QIP. Cz) CIRCLED VALUES ARE USED IN THE EYAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: " NCTE& 1 BE S 6EE FO.FFINSTRUCTIONEI ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, GESE IE T2i GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MUU LENGTHS ANDfOR OPENING WIDTHS IMLOWABLF FIGURE 3'. 1 0 0 1111 0 0 ANGLE CUP MUST BE USED IN PAIRS. FIGUR1114; FIGURE& FIGURED: 3) MILLION AND MULUON CLIPS SHOWN ARE NOT TO SCALE. FOR E)(ACT DIMENSIONS. SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-U FIGURES SHOW SUGGESTED. APPROMMATE HOLE LOCKTIONS, LEAST.126-THICII� THEMA7ERIAL#I 0 UNIN VX2.7VXAWMULUON * : I No. P.E. 0 2.51 1094 RD o 5 Et A 4 U.�Cwft a V 4 C gyp. R.Q&WOW) an g �Qwft III tt op '3 3. 9. MR! Z 3JEJ= u I . 09- i ;5 9 91� a a a a - m- 9 via s a I IE 21 Ng 2 g g I �91? age 9 1 X A 1 3 9 a $I �11 elf --------- - 0 g t . — Rom Mig �C�.Y m Ps Tit W�Pl) 11 12 11 , I M�Cap" Mmm 31! g 11 pw*�QW 3-0- QW.C4 al �l ;111 El gMll W .;'o Z�m' 226 0 Mr. cm.*1 O�p P.M :ms P, a I rs a 5 a 1! 1 g I a z R 4 4 Ft 9 FF Mn N E on 08� 0. a Pl!lal! 0 91 d. a - - �l 0 ;E930-Hu =*� .0 Ft F--- 'm '0 0, M. > .,bag �.O ga �9 9 PX1. 3!, 55C 'H I a 09 rISM"Nam 2410-14F. I op= I U2 9.1 Mm oc -nm H g a 4 1 r' fR.= �1.) m a 3199 M2 02�mm'* if 9 all s a r 0 R �cw .-rm uVaIgg- m b NIN 0 n A id 9 WEAgIm g f; I � - -. k =1 fj li.1 I P; c a El�.JEJIJEJ 2 1 -5-3— 5��r k E P 2 1 4 a b I X0 mw'mmq� > — m t t q E — I n ix r I % q 5m jg z zm 02 XO E 0 .... .. 44, IM IMPACT -RESISTANT ALUMINUM TUBE MULLIONS lX3.125X.5MULLSPECS 2EI Igo Lj w w L� o - 713 ROSOWSICI Roamom Ebs R OWSIG L N�' wasc) 111141 0 Dis r �,Smi t�yu r RZ Po� N OE9 VIN�j VIN b-wds 1 affi SW XV X m tE g. Nv.Ls,sJU-jpvdyv1. C? C� xz 2 MO z a all 0 Els V�J= I 1 1 a a 2 29 g 3 a p 51--- Ila E 1 12 a L 4�� 11 - '0 Ow F f I E Ila a 0 A Wh - w 0 2- .2 0 zo 3: M, a a -gag? t m OEM a 9� a i I 9A ,*S� a I I a 0 3 1 a N go a W.?: R 2 a I G 3 a R a O�JZE _G1.0 -E I a a wix 0 0� 0- U -td- a m 1 6 m E Hr 0 -0 I -By xg Q. ;§ WgRggg a (.d� Sig 2 3 .... . . . . . I . . A�� Sin V u- 0 6., :!2% Ila rz g 9 2 �'- � 0 0 6oc! t so - Ndw z a I R EJEJRJ� a a 3 1 N .0 M. am -o go-b N-13 I I I - gg. P 02 Owd . z 0. I i I a :Ila i 'o I; IC-11 1 a la Is G g wo 00MIA2,54m zo- ff.i 31 R ii �12 9z offl 5 P 6 a Flo I a E v a H1111 ON - - - - - - - - - - - -0 g� M. .20 x A MW 00 E - - -- - - - 13 ----------- a 2 1! a § I I i g 6 a 11 10 Odpw� al a I a a a a a a A =d Ila a a F 0 9 a I U 9 - - - - - - - - - - Eli a a g a a a U a r i MINIM all a a z F 4 1 c D R R gig 9 1 p go ir Re ull a a 9 1 gig 0 1 J;Jg. 1 11 M 11 10, N a knog.-gga� .3 a § all Ili a 21412 & Ei I 'MUM m Nw� 5 1 2. E RE Ja ii 1131f 6 a a a -3 VIA dmAtcl I �lg q D P RJR d,12,9 922% c a a a a n'.9 7A Muldon Capselly Tablo Obad!) OpeallnglAildthgorwid UWy4porW rNDIIgw)orOpwftgHvlgNVOrMA asViep."Bulloals) ROD, NO "I. No polo IND, IND, 14ON IND, 1 x4XATS AJ=.Tub ta. T= a 11i"01a, I L"Oho TDPM�. Imali, Rootanul., Imallu'a ftMeN. Load" wDaod- im," IRWRI-og uwNg Rim Imal, WIVillaos La", Lold' To ag. Imov LAW, Was ltv:virgatai mA,' M Imoon LONDON Twedom Imalm DID, I I'm ON INA DID 170.0 TO 11104 4111 INA M INA M INA -2 092 1=0 519 Sigel 1116 INA ON 1710 [141.0 IND IND 521 INA 140 INA at it" IND Ins set "A IND in. ON 4111, Ng INA, ON INA gas INA 50 Ln.0 In ".a 1- no 11 INA ffil 170.0 12111 178.0 W IRA 1417 INA ON InO 17M INS NO INA im INA -2L l!", Lu! im- ww- INA, I"'. 741 ti IBUI Us vicul Net 170.0 at INA, -n IWO IND sm IND INS INS 7M M INOW INS INA TO 170.0 14H INA 10 INS 170 170.0 750 INA 100 IND NO INA isle 17" a 54% INA w? I= as 170.0 ON I= Sol 170A Itis 170.0 IN Ino IUD I. - INA ON INA 1434 INA w INA lose 170A 061, 150.2 IND INA -0 201- LV--I LIU 21 No .2 ing, 1704 "1 No IITW us INA lot I= INS Mo M INA lag me an IM 1417 INA 044 InD 11,14 1?. ON INA late Lnh Lh laus 11 L8 I 0 NN IIIA -LM lots INA 0041 01 isle INA 1053 Who IND. ON INA M INA 1115 INS ON INA 1302 INA 040 IMO INS INA 1016 RS.T IND INA INC IND it" -LM Ila iITA - lou logo INA NOT Im IPA I" ft, Iw 117.0 1" who 1=1 074 IT" I Do InD 110 INA 00 INA 1354 INA IM N&O 14M IND INS 14VI 1472 INA 1140 1 TIA5 1472 INA IND INA 14U 147.81 I'm all f4n 1450 INS WA 14U INA IIN TIM No Ns; INA D" ";-a -TV-5 fSO No NA L ON Me L_ 01 0 L= IAD IND 1172 IND W. tMliM 1320 Int) IND NO INO 117.0 11124 NA ISN MA 1013 680 INA 11" TZ "I" INA. I'-m Ina W 10.5 Ila INA _L_ is 13 1282 _L_ IIN 130A _11_ M _j= IILZ INS IM? 08 991 110 115.3 M 518 IIN 107.0 gas 745 Ila -9141 ON 0.1 It" 63.1 w Sol it" Us no 78 h West 1124 WAO W IX4 Ila 147A M 110.0 HN IS& 047 101.1 Ila IMA Me 71 2-4 iMS 919 NO 1124 ass NO M Ila ago ON 5" 194 04.3 91 414 ItH Us ON g0h IMI IN MI 644 K3 No 712 a L 104 1 I. A .. a.. M Sea Us NIS M MA No W DID 477 M 0 " 221 U M 742 TO 174 M OIS Q Q _!LI _ 072 1. .11 - a, -!!L Is -i- Bill 4L5 74 KI M 46 74 421 514 V.1 742 W No 3iA 742 DIA 10", NO MA NO 521 DID W 121 513T 3*1 IA OF - M VA 428 31.3 = N2 IN Xf No AD 01 22A "I" ON 118111Z3 5 40 93 IS 2 7ii 497T I=- W W 473 NO M 313 47 NO IN VA W 06 05 5 1 I'D 1 21M -iA 45A IS _60. _n a -F -w' 475 29A 414 263 475 M 09 21A 93 24.5 4% NA 476 ZIJ No 10.3 V Say L M7 US no 8.0 33) 1 113 2SQI 10.6 NO 17.9 NO TABLE 7B AAchorC.vvcItvT.bIo0b,1 I zft�. ...I FW� PT AnchmClIpPadems AochaIT� VlVltoatA�. wbc.litailao MrEIN ft.. IIWEIDD� vvas� AMODIO, ularn. 10,D. woocko Ap� ficift'! 61.033) 112staid ft-105) 012AM �035) 2.10 1. In. S.Vr 1. zw r S."r r w am- ..Di, I EoAwbooilfot IV4. 1� 1� "r r 1�11 1-1.� 1-114, r I�r I� -� vDass 2""(14170'Ift. 4SOft DOOM 1644M 2701M MIM A, asi bo WO -ft - 71 -� T4-1 I 4�02APMK. 'u-Vggm)VpM3)` NOVO MORM -4-10-U -TW -U WA alow NA 001ba WA SU-N Sam Mft 140011, WA NA WA IN IMM WA WA WA WA ISSISM IM. VID'A'Aplogisalmol, IN" Mesa wft INON, ls%M WA Tom 743M WORD IMM elyu SiTIOD WON liTalm WOOD, 2woft m4ft WA 1140131 Ww r loisca IWN 'I" figift WA WA WA IVA WA NA WA WA WA WA M DVA �DSDDIX-F`CDO�0 SOON -Wft- -WM- NSW 44ft -NIA -2Wft- WA 315DA-- WA-, WDG- -WA _W5511-M -WN- 2M 48111% NOW WA VA VA WA 35i- ft NA VA -WA : -WA - -WA ON MON Ila .ANCHOR CAP NOTE: FOR THE OFFSET CLIP. USETHE SAME ANC14OR PATTERN ANDANCHORVALUES AS THE STANDARD CLIP. 1.0or 1.000' TABLE NOTES: PIGUREI: FIGURE I- FIGURE 3-. FIGURE4: FIGURE& FIGURED. 1) SEE SHEET I FOR INSTRUCTIONS ON USING TKETABLESAND SHEET 26 FOR INFORMATION ON LOADING. SEESHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULIL LEIIGTHS ANDIOR OPENING WMffHSVS ALLOVVABUE� 3) MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE FOR EXACT DIMENSIONS. SEE 4 SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DMENSIONALRESTRIariONS SHOWN ON SHEETS V-23. FIGURES SHOWSUGGESTED, APPROAMATEHOLE! LOCATIONS. FIGURE& FIGURED. FIGUR07: 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATION& HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C=90. WOOD SHALL BE PREBSURSE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55, ALUMINUM SHALL BE EOW�T5ANDBEAMNIMUM OF.12VTHCKST�STUDSTOBFAMINIMUMG�E33AM�5P L 62Fal L ain THICK (18 GAUGE). STRUCTURALSTEEL TO BEAT LEAST.12VTHICKANDM ALLANCHORS ANGLE CLIP (FIGURES 6&6) MAISTBE USd1N PAIRS. INTO METAL SHALL MITENG AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 010 A#12 I'X4'XX6'-T I-xcx 7r.-f ANCHORS INTO WOOD MAYBE STEEL, IM S.S. OR410 S.S. � AIULUON MULU N * : . M.,60705 A. I.VNNNt-LM F FL P.EJ 58105 IIA MuhlonCapactlyTablerfirse) * OpWIngVAM(forwrtm"pwan rmAlonfirOpenIngibight(fornad M%,sparruirlyinclorn Taft ww ad, Imb, far. fob team 426- x MW RSONON, WOO L-ft MZ oft 11W.,tor Loft I nafllftn� Loda; R I, ftg 11.x1ft"I WWI, Wood TO NO. Lamlig AaWV*A. I TWI11M. Vmt.10. u"ag I wpw.� woo ISOM 11, Ne. IS a a lo x .206-Plum T.b. WH 11 if I if I if I if if 11 11 fill, 1 111 la 11 I I 1 I'll if 11 hlh I a I III I I I if 11 It 11 11 1 111 I a 421a Ina = Ina SIM Ina 744 -M IMAJ 478 1170.0 M IM des ITU I of Ilya aid 17" Ilia I Ina I M I Ing idle USA ITOA 140 MO Of I ISIA 170 va I at I ilia Ing flu an "W Inc To ROSS age IIF0 Intiol W I vix M On Ina age InAl flu I flate at 170.0 ins I"Al an JUDO MY Vag W IRA INA it" M My IN$ Ina 1 690 1 IM I10 Ina ON WMN Lng 10 0 sin tab = Ina I "I Im I- I 1"a are 1=01 I'm I IT" 1704 1116 17"] 747 119.1) Vol Ina IN 13U INA IMO To 1103 INS INS IN IUA INS Ina IN Uh Ink NY Giv 912 N' Imal 05 Inal an Ina ilia I". Ina ne 1710 1 us I IT&O tat tell Ina I On 1148.4 I'M Inc Am Ina ran Ina at INS 1379 Ina "1 01.7 ran I"Ve act Wh fier, mas .2A set ins lead me I TV IRA 1150 Ina an 1=0111011"Am A Ile$ ". INA to. NO JU2 JIN IRA 012 MY 110 1 Idea 01 IDA fill INS I Us 101 'IN idea M .1. Me In Ma IN 1., 1.1 tivial am "72 for Ins wit tat I IN, I mo us IN., Sol Ina $37 N.1 Sol in, No Wil '05, Ina an NO 10, il%l ftl INA IN, 11M an Win INA '37 1 IM IRA "I IGIAI IN 10.4 MY INS M IK41 Oil 1121A M M 07 flu TO an 07 Idea in "A 057 line IN MY 057 US To 522 957 a., to tall. IN.7 arm IM2 t"A a" 1152 W 01.0 101.3 671 0.4 We DIA W ?1.5 W I NA N3 OA ON MIS W3 NO NO age 0120 40.2 50 6%5 [ OU "M 104 Tn 1114A NO 014 TO 7.2 18 mit Var Vag at.3 So IRA 07 0 74 1" 1 11 5" SIM In NY Ing U2 722 W.2 M 701, 1014 m INS M NA a _L2 _L_ me added Trus W MY 05 MA M 84.2 Me 04A He Me W all Us 422 40 N3 543 U2 Us IIIA M 31A M TW Wit _!LS 615 MO 40 IRA 515 67.6 440 47.1 515 511 441 412 513 ".1 We US 615 418 MIA $0 7A "a 41 Is 1 413 Mb 610 MA SAY Wil 516 MI 04 Net !!1 4% M 4 453 40 41.1 NY NA SO 41Z 30 We 433 UA - M - SO - -!n T.T. --L III- -i714- 1 1. :"Wi W 1. *1 Ne IN I's SO W 453 Ing, a, us 49A 3231 4 IILO 31a 272 39 nA 401 "A 333 = 301 212 US MY M M3 as _LIZ 33 -ii-, 3m XgI an Sol � -RI 207 2U) Us W 33 Its Us Me ne 77-A ifil In" IDA M W a aid, as 260 1" 2dO US 06 17A 02 M 13A In 11.4 ##I lot M = ma 7N TABLE 8B AnImr(Un.1v nag. (Me) I NdaoV,- 2.AQI - HOSSNOLIS nimmu p AMOV,rcoppubme AnftrT� allromontar, 111U.Nwo unit. Me 61" MaNd 1/4-tcouldom Awaium, ux. v WE. �Yowar OIDEASSI uro(m) 41121SWO Fmaj 0128[ttl 1 ftw0a) i MM Sim 1. Svr 1. zv r "Il? 7 ON, I -rft-�017WKnO.C. I'Lo. --NVF.�- - I-V4- 1.11, 1 1-114- I-Ve �VV 14A. r �r L 1) Solid MM IONM VOw OWN 354M 740 W -=70 -m-s--we" Ulm, Saw OR - NA NA VIA WA =W A WA NA WA (SIM man iim" MOSS U 11 USSOIA Imlo Noted MIA mate 79 W dide IN 16220 (NM OWN lim" NSk w VIA NIA VA Am VA VA NIA PA V� lAilmarl;R, 26, We ISO 441. enn Imu 100 Into 311 law =ft draw -T- ma� -ur-- u alift Sir IN, NA WA MIA loft NA NA NA NIA ISA NIM 40M mm CUP. WETHE SAME ANCHOR PATI CLIP. THISFORMUIATO .MWOR I- uvudws� FIGUREi! FIGURE 2t TABLE NOTES, F-IMOP--i I) SEE SHOT I FOR INSTRUCTIONS ON USING THE TAIYLES AND SHEE71`211 FOR INFORMATION X.YNN 4f, ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETNEEN MU11 LENGTHS ANDIOR OPENING WIDTHS 18 ALLOWABLE FIGURES: .......... ON AND MULLION MIPS SHOWN ME NOT TO S�. FOR EXACT DIMENSIONS, sES a, is- 3) MULLI \1 CLIPMUST SHEETS21-2& HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRIOTIONS ANGLE Hu. 68705 BE USED SHOWN ON SHEETS 2143. FIGURED SHOW SUGGESTIM, APPROXIMATE HOLE LOCATIONS, IN PAM. 4) SUBSTRATES: CONCRETE SHALL OONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FIMMOONCRETP BLOCK UNrr(CMU) SHALL OONFORM TO ASTIA C�.WSOOD SHALL FIGURE rg FIGUREW. FIGURE4. !01 tl BE PRESSUR�TREATM YELLOWBOUTHERN PINEWITHAN SG OF MM ALUMINUM BRALLEE I I 8063-TS AND BEA MINIMUM OF.12VTHICY SMUSTUMTOBEAMNIMUMORADE33AND 1.n-X&lWXzv%dUu-dON n �O ',. OR% .-' 0 1 .046- THICK (18 GAUGE)L STRUCTURAL STEEL TO BEAT LEAST.125- THICKAND A38. ALL .61 . ....... S\,-N ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYONOTHE MATERIAL "'610 W"NAk ik�'0 - 910 & 912 ANCHORS IKTO WOW MAYBE STEEL. IU S.S. OR410 S.S. - FL P.Etl 58105 MOV OWOW DISM Wmso im!mosom .... ..... .. qz St ur'OM VIN�j s3ads-iinvuum XSZ"EXS�� I *9� SNOMW aerLL wnNiwn-iv.LNv.L9i-s3S-iovdvyt I X 8� OK :19 10 x M=jm?H Ell 3 1021 0 0 n 012A a a 21�1-9 N a i < gp 2 Big HMO. E w 1.3 0 0 82.X . 0 861 MHH�i E 111 a R a is RWR 9 MOM Aa Z. 9 !!p.� a I W uwnt 5. �M;W.12 a 3 SOW y 9 R �F. okM 00 a � Ewa. 3 Do.. D'S.0 Sn 2 z - - - - - - - - on 0.� o ep, no it 0 leg 0 a E I §jaJAjljRJ2j3 3 2 3 z R N. F BAA 53 ERR 59 ��Amfgsm! _JE § R 9 5 i 3 2ma sm 8 9 9 2 9 9 Jill -F I a 169, 1' E2 N� 5 E E R a 10 .8 sinSE �s a ISSI 11 9 A __j . 0� 7: MiN WE Nall 4 - 7 M1111, R I Is V I i a) Vp § I 19 I Eli. 12 1; R I g I a Ip-q—zo.) I 0 i 81=11 X I 2 c a i HIE il- I a s - r . I al 61A�� JJT 19. El- 2 1 11 CW —C� M�Qq.d, r C r Is Eli i I R "ft==W i N Eli 11 V121sale 4 =C-4 HIO �la 41ris 3 i gli !2 2.11 Z: 012=cm� m t111213 ;J!lt. i i. 5.1 SIRI—C TABLE 11A MuMoninpadn'llsliftIoinfle) -C�".Qnip dill (Angallod"parnfird, Moos) n0pull.,; Holglit (for huldorle%mpol ragmars) %IQ Ing TOW IBM 101, 100M I llo� saw x.624 ug, I Loading R.Vnig'. uwk, M..", I Me" % R.d.ww" Z', I TwIld". U." M�I,IOPF. Low, 11spiti.a. LxW, RIO, R.O.wd., 1-da, I ug&, li,cin,w' LwAlh, T.pfrAg*. L-91 I Rodmi" "We 1,07dow. Lo,Aw R.'"appal L."k, TreplRdia,. U.&O flal.nj- Leads, DQpQi4Mj Ld4 Mom Tudie ldu6n v 112 I 11 e H '1 t q I R I a' i I 4- 11 1 1[ a Ila I I a a h h 1 11 f 1 IR all, il 444 a 1 I e Ex I i 1 11 al 11 1 a 41 A f a rcl J1 a Oil a a .1 a �2& 421B IIIA wor jiliel 435 170.0 744 INS 478 VIA Mad INA 106 Ing 892 IIOA it$ 170A 'go 1116 INS 621 INA JOBS via 621 Ing 1418 trio on like i"s 170.0 "1 INA Ins 110A ill 401� INA me INA am also no 110.0 am $No an 171.) 630 INS im INA 461 no. 1704 ills IIA- oil INA 1417 trio up I too Vale 170.0 An 178.0 IBM f1OA no 110.0 237 InA no NAdsLQ 110.0 141 INA Mi INS 06 trio 031 Ina INS INA 614 INS It" 11 E12. In "is trio INS INA 747 INA am 14H 110A IN INS 1193 1110 No trio =2 1702 756 trio 2391 1104 79 SAM trio Is, 110.0 612 1 INA $to Ina Get INA ills trio -- IN 110.0 Ing INA - Do 170.0 trio 837 INA ISM 1104 Ila IF" 191) 110.0 HI 170.0 "it ffoo we 1111.2 2403 INA Mi a Le 170.0 as 11704 701 1 INA too lavo Ill INA INS INS US INA 1417 1 INA ill Ing Isla trio IN 170.0 Ina INS 1033 170.0 2121 INS IBM laid 21611170.0 LOU INS 21D 1704 IBM DIB INA a" 11704 741 1 INA life INA to nDA on noLd we INS 1418 170b 1016 ins [1434 1611 INA INS .A 10. ,Be 1122 in, no Ina it.. '34.6 nu Ing %III tv., vaso .A ill, In. Ili. V4 Mi. age IN. in, .A I Am pro. 1). Ine 1.02 in. law 1.4 law ilk. Iris ".a ... B INS two 1110 1210 log low Ing $an mi, INS INS it" 107.2 I'm 170.0 ins .1. Ing am "a In, an 11" am 1".6 u. INA ug trio 1,00 ,go on 164.1 W4 %70.2 1315 ISO., U. 199.1 ING IISA VU 1512 late IMA Ing INA 130 AS? Ina 102 ISM INA 1345 Ing Iwo 'BASS ISM V00 INS NIA law INA INA mu ,a. MI'S ." it. 1,50 "'1 ill ", un U., ins "I log, mi, .., MI III .,A ... I 110.0 1151 1704 "? INA ?MI iTSO I lid IMA 14" 1613 ING 136A 14" IRA INA 1212 ... 1417 i3l.1 120 INA 1417 129.1 list NO 14" 111.9 1100 I? III �fsa .2 Ins to" 11" �n na �M� -L- L-- -L' -- no I-.' 110 , 1- 101.9 Bar �2 "A �wj 111 1.1 On 7t WO M,T 010 MI 1110 71.3 n -ac air 1110 IsAijurs 4" trio 123 no 911. HTA. am Lid in BIB AN !';It- A "A .1, .13 ?IS 99.01 NO Ott 017 $IS Its 18.4 Iff 491 In 67A -1 7111 11.1 n "a we AS.:). in INIQ 62.1 "1 MA m 67.7 .3 074 SIA MI MMI _Ln_ 64 41.1 111 �4i..:911: a !E fail !!J M L2A; llilI ILT no nj An w., "I il mi a. I TA- TV- 4TJ TTI 49-9 -W1- 3; 'IQ an 111 710- Z! III:: 5 nA -2- red _I :!.. ; ", 1 Me . MI 1201. 61, ON GIA Mi Ate an 61.2 we 411 an 44.3 651 Old IN 30, ON "' 1 ! 0 a L 32.2 01 ILA Sea -1-1 27.7 M. 9 21A AM US 609 VILT 22A 01 -M 1441. SIT AD MI AM Bit 433 MA 105 M1.0 ill 97 -iTs- 21.1 3 WA 3!11! Ill - - TABLE 11B An.harOnn.0yelblellb.) xrg�gde WSI Hgodgmu flubadwil FrIVABBI mat ArAh.TCVp Paillort. &WON.M.. I --.Us. d"u Em. dead, Bud nogia 11CM.I.AwN, 114,98". INVEkS taftwoel VCMI Aliallig COMM Sumr(M) 028W B.M M281.1 oil.(" 241Z I V I V 2`vr 1. 2Mr 7 3`10 v am W a" r 1-1/1- 140 149- INC I-vv 141, r 141, w1m. MA NOIS, "S M. 7w-ft --u=Tm- ft 74(itto 374M Amiga Offift mi. -Ta-ft AAMMMO iAVMft laww"I (NODIALSOP Mi BY " W SA LVA WIA NIA SIA ILA M Mor =IN 1120ft M MU 7100 MN IMON lawrod N.M. Mft NA MWANIA Mft TOW MM 16MM -02ft MU 11WIN A NIA NA IVA ILA NIA NIA WA WA IMA WA ILA WA IMMIN '"I'd two 225ft Mom asobbs lmood U(IM, 17711A MOM 1171ge 332" 413. 110. 221. mu 2ARbors NIA ISIONS WA go. ILA WA WA q M FS3UREI: FIGURES: I FIGURE A.- PIOURF ANGLE CUP MUST BE USED IN PAJRS� FIGURE S. TABLE NOTES, 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. IS ALLOWABLE, 3) MULLION AND MULLION MIPS SHOWN ARE NOT TO SCAM FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DNENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES; CONCRETE SHALL. OONFORM TO ACI Mi SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL OONFORM TO ASTM C�90. WOOD SHALL BE PRESSURE-T�ATED YELLOW SOUTHERN PINE NTH AN 813 OF OUM. ALUMINUM SHALL BE 6OaTSANDBEAM[NIMUM OFAOV THICK STEEL STUDS TO BEAMINIMUM GRADE 33 AND .0447 THICK (18 GAUG4 MRUCTIURAL STEEL TO BEAT LEAST.125ITHIM ANDASS. ALL ANCHORS INTO MET& SHALL EXTEND AT LEAST 3 SCREWTHREADS BEYOND TKEMATERIAL. #10 9 #12 ANCHORS INTOMOD MAYBE STEEL, I"Sa OR410 S8. FROM THE I.2f5-XSArxJ6M- MULLION ,111111" � ......... . o.50705 . 12A Maillon Capacity Table (Goolate) Opendrig Width (for mulgorre)orOperelintiffielght(for rils"argirgaill[m) Nk mt "k, saw mt. ING, look, 140 Do Make 21 "So 2x4 R=. I R=M W.Vele, L.-ft �pfttae Leadery Ricleogdar I UNIDO �prgatt. Leedal, imw� wdkq ise*, RwvA. L." "I""I Mall A.d.ixoir Tophim. 1-0,41,11 wasq V V. �vq ft. J, WdbV I'mUp eziol."A, Wffl, laid, a u 0 nnalt. Muffigh 11111111111 fill I I I I i I I I I I I I I I I I I I I I I I I I I I I i I 1 11. 1 42111 1 1 1 11 11 11 11 421h Trial &M I 1".01 435 JIMA TO IMO ITS i"A Mllna We ITU M In* 519 IMS 1118 Ina She tin IND INA M Ing JIM, -� my Ina I Jim 17041 on 'Me Ion IM.0 at Mike 1=1 IN 117201 52411MID M Ing me 11" OnJiMA On Ina JIM IMO Bill 17W IM Ina M IMS 141T MO M Ing ION fT-" -NO Ina IBM Ina an Trat =7 trago no 6110 N IMI 79 11=1 M I I= Ord IVA Mt INA ION VOG M IMA 110 IM M Ina 1311 17110 747 INA 914 ITAO IN IMI IM Ing TO Ina 2M IMS Me Ing =1 Ing M " M =I ON Illegal ou I Ina Me Ina of 17U I 1118 Ing Tel IM IM 17U No '"A MN V&D I W Ing IM IMO Me MAI W13 17U Mt Ina VOI IVA at Ink IBM I= at Wh IMOI M I IM-01 Me I IMS IMI INA IN iIMLO 1249 IMA SM Ina MIT JOBS 00 1 FU- 15H 1 i! LM-O 27-1 M! Ion INA I Grog Ina tin Ing uh; Ina ion INS ago Ino 103 long Ina an I Intel 70 JIMA ilia Ina ON Ing Ini 11" No ITH 14%. UGA) 106 Ina tin INA -M IM-IMO Mal P&G tin INA I ;zi. Ink Ila IMT 25153 Ina till Ina MM tin 17 fill, 170.0 074 Ing 780 IMA Ilso Ing = into IOU 'me 'an INA ion VMA ion Ina 170 IMA Ilia Ina JIM 170.0 JIM 17"1�ii7U Ion 161.0 207 41110 Ina 21-A n I" ion 721, im IND M! -Es 12A E-1 1 0 TO me Ing tin Ina ING INS 1.8 INX I.e. Ina 111. 1".. JIM IVA MIT 146A 21M I Ina JIM 19.0 21H Ina IBM 102 AN Ing lss� lih - IRA It= IM 07 IMO ING 'Me -M IBM In* I'M 111.0 MQ Ing JIM 170.0 1321 16.1 M IW Ina I "S ion 170.0 Hagal 12 5 IBM MIA IBM iml IBM INA JIM no I= In, lot NO, Ina 1151 IM`O Off Ina ION Ina Ilia Im tell like I= INA late Ina Ing IM.7 INI INA 14M IVA ION Iftt IND 114.6 IMI 1472 14U 02 In 130.0 Ion 1&0 INI ING IM Dole Ina In Ina to 140.1 MI Ina Ing IDITID Ina INA It" ilia Ina 10.3 1170 GOA 1305 IM2 110 OGA 1395 IOUS 147 Na 110 Me i in no 13" ag? JIM BID 130 ".a low 951, 41.4 r= 151A late Ina tin 127A In wea Godo sea MGM 181.0 Ina "A Mal MT in, GOA 1010 61A Ina Ltl I a,�7 no w at I= me we ING, INS "I EE E no at "A m To oil "I "a r�- -G--T a,-- an .6 Ot 22 BID 43.1 071 :0�b _jOn on on on a To on No Th III Ii MA we 11 w MB $19 ala bit !�j 12 714 -11 47.7 -f- NO IRA TM =7 919 me Big 31.1 In IMI, 7" in me no 029 Me w his GGS 9 51 ill!) 472 Ire 40A4 IM 412 TOO MAI In 37.7 Me 403 No 3L5 TOO US W GOA T. LB L17S I no 21A 01 Mfla ny Me 4421 M M,4 M 37.0 4611 112 ON 31A Got 27.3 M GAS 1 415 INA US 233L470 21A US GOA AN I= JIM Ilia 44 IBM US IIA w TABLE12B Aratiorcouscity note (me) InCeacroft, 3VIGGge. MOM, wu FGMDAU I FT an a ArclwrC9p Patbrin vivowilleace 2-97 I one 14M. 1 1.4. vem.� SIGFJaN taimal, 3,171MIAM. vra.umm vras a. AgWW" ShrEk. UIrrucce VFIMIOXG Agganifti 01101BIllifflastesl Sm,GDOO) 8GlmfM mome 69"(051 V 1 2,112' 31a, r 2.1r P 1 2-112� v N. r OA- w IX4- 1 1,4VIr r -imve- I-vir 1�114- 1 VIM 1-114- I-IrV r I� M& SAWN NO ormeacepm Isal an m I wou NO) Be an It lmm vow MGM I.. .. ... I I e�(.�mmmu WON I waft MGM i1aft UNIN WIA mu w onge HIA an IVA wto son 11201ge SON IDIOM RIA JIM Move, I, A MOM NA IM WA 1=1m wo IUQm MOM mm Iwft I=" Nati) offift I. Make --- 74 M ON" team MOM an ft Ti- GO Go R I UNIDO I'VOID, 2M)m 26,41m MOM "a WA 1140m lint, Mt" "ft -Wa-tw-ft a.hogniterGue. Jim I IGA WA WA ff NIA WA Im IM WA Gelthoodiii -!wAmgftft=IM -�A �Brgoag VIA IM NIA I IM WA IM WA 11A VA We VA-- nillogg 2 Q= mom I... 'iews - - NA -TM-N IM MOM -NA -W�- -WA -MIM 442- MM Ggt�ftNN NA =0 IM Mom 'WA -WA 'WA 7611-M NOTE' FOR THE OFFSET CLIP, USE THE IRAMEANCHORPATTERN AND ANCHOR VALUESAS THESTANDARD CUP. Qi) CIRMMVALUMAREUSMINTHESMPLEONSHEV24. CAPACITY TABLE FIGURE 1: FIGUREZ FIGURES; FIGURE 4'. We TABLE NOTES, 1) SEESHEET I FOR INSTRUCTIONS ON USING THETABLE13 AND SHEET 25 FOR INFORMXTIOMON LOADING.SEESHEETS2-4FOR ..... tq 1, GENERAL INSTALLATION METHODS. . FIGURE S. FIGURE6: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WOTHS IS ALLOWABLE. 140.60705 F-IFIMF7 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLM TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOWSUGGESTED. APPROAMATE HOLE o259 LOCATIONS. if), tu- FIGURE7: FIGURES FIGURED: FIGURE10: - -01 ANGLE CLIP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT YELLOW SOUTHERN PINE WITH AN SG OF GAS. p torlipt' ........ el 1� r T (FIGURED JOBS MUSTBEUSED (CMU) SHALL CONFORM TO ASTIM "0. WOOD SHALL BE PRESSURE�TREATEI) ALUMINUM SHALL BE 506�TS AND BEA MINIMUM Or.iW THICK STEEL STUDSTO BEA MINIMUM GRADEMAND.OWTHICK(IS GAU a STRUCTURALSTEELTY) BEAT LEAST.127 THICKAND A38. ALL ANCHORS INTO METALSHALLE)ITENDATLEAST3 SCREW VX4-X1wMUULI0N 0 NA. IN PAIRS, THRGMS SMND THEMATERX. 010 &912 ANCHORS INTO WOOD MAY BESTEEL. IBS S.S. OR410 SZ. A. L'Y'kvviwal�� P.E. FL P.E.0 58705 13A MU1110. Calmalti (amill') OPM109 %Moth anifform) crOp.nins, 11.1ght MuNcins) win (ED in is N Is In, Win Icahn I Calls 2x(i TWOnvair LANSEIS Twmiln, INION Rectinnisr SAnd., EWnEw,. L-�w Eatcurgar LNEDE; TntinfiftEg. liwUnarnific LADE1,11 TnAllarling, LENIng Ri on. Wft T, PTUNg. LOW, IWNVJ r Lawn ft SAUDIS JlMllnunfinr L-ft T"Elp'll"re. L--ft WNE"O". LUDIE, IAEdnj SEW SEE LE lin"Id DO. I INning Al.m.Tubs Illualon 11 11 MMAK I 11 11 if I 111 1 11 11 11 Vin STU 11211 JiTUI US i7DU)j 70 U10 US 170.0 M SEA STU 501 IM ISM 170.0 DID ROD 1111 111 11 IM 110 1 I= SEE STU 14M 17U ME FIELD IRS IT" US 170 100 -;T-&O tall ISM 17M M JVUj M ITUS VED IRA U1 I= an RED 1 0 No 170 Halt INA sal fir" I;rN van, SET I"A 14171 Ina MEET lim 170 ITEAS 00 170A IOU FEE sm, it" M,T USA, am SEATESHOE, SIDES 747 Itin un Ina OF, USA ME STU IOU IT" FDA 04 I= 110 SPEED M I= INS USA 141 741 LMA IN I= IS ?ISO VOLD Tail 17U M21 1704 M REW MI HOLE) RISE mo- Fm 170.0 612 1100 las ITSE0 am IM Ills 17W I's IN STU Ins IRA am %SAO 14g Wo MY San 1704 ISM Lno SET RED i- _M SEES IRA SEES clao =I Imil all IIA a Fact I Win IT4. Sm STU All ffoO 1053 USA IU 170.0 120 $Toil "Is I' Us 170.0 1417 RU 90 SEW ISM IRA M STU SRI 170.0 -L- IOU INA -L- 2126 INTO I= 170.0 U70 ImA ISM - ITSEA 23311 -L- 17U -!L- Isla win _A ITE US ISM) 70 170.0 Ilia USA am IT" 1,02 Uu No 170.0 last Ina 1015 ROD IRS IRA 1078,170.0 IUD I?U H22 470.0 1 am% 110.0 His 1704 =3 $FDA I IRS I IRA mrs, IT". 1171 On. ITEw .4 270.0 M -m 0.0 in ITES.01 Ina 170.0 2!t f7c.0 wan USES tam uno Im, 170.0 ITS, 178.01 IiN 1 170.0 IUD IMO 12110 STU MEW I71)A SEES I".0 OUT 170.01 last STU 1117 1710 IM 121, 17U im 170.0 "a _17 Ina ins Insi, I= IT" IOU 170.0 IIN UU ITEM INA IMSE 1710 Isla ITU 1315 ITU 2125 USA IMF ITOA) DOW INA 14U 1704 Sam ITU I ISM ITU USED FEW W3() law ins it= IRA '" j"A 'am U" I= VU IBM IFU ION IM ISM US0 Imal 17U 2019 170A fth Roll M f700 IOU 170.0 NU FDA �_ M ?&a I_ 3140 17DA ISM IMO = SIDE) 170 ---Fw7 T?-" list TO SITS, INA Iasi 170.0 Ills ins toll �1-00 UD) 170.0 IUD VU Rall 1700 OEM 170.0 1474 IRA UM 1711.0 IBM 17U _ VQ 170A _L_ 170 ITU =3 ITTO Uff RU = 170 SEW "', no M! It- HOLE 15% UDO I= IT" Ift) STU 14M 1710 21M RUS vall WED =I imal Rea Tyu = vu lots USA aim STU mas TwA 341SE ins ama, FIELD STU 170D gUI Win 17110 - 1417 UU - 1211 Ina INED VU IOU Voll 190 "as HOM 010 lar, USES ISM STU DUES, IFEED, ion 170.0 033 USES Mm THEA SEW 1740 m ISM 311" IMA Sam, Tall) 310 158,11 an FLOE In: 171" last F, WE STU iffill Vall 1013 IRS IMF 17U MI VU IUD 170 - UM UOUD M IDEA 2781 IIdLD 227`1 103 Toll IIHA 2330 IMA Will 14M Mgt INA i in Ing 2234 RISE Ilaw DUSS1 7" 14H Ina IOU time Tim IT" ana =a Iwa I;" alial IM L_ 149 L_ 151.5 2632 Santa M IM 2332 10.4 22% IRA 2032 last 210 SEA =I ISM 21M Us 2131 loss I lash I Until wrl ITU islas 11 0 2125 USE) IUD IUA M . 45U _ IM _ USA _ 2212 141.4 Iasi USES 2251! 1271 film 100.1 MU USES ISM Ott 2252 OU I'M 711 - =.i� -T.- -;,-. -i;. -WA LM im -Laaa Lmt - -� Sias SEEM -I--- v W 7w 1w �E Tm- -Es T- Us -E- 3 - Tm �JTWJ- uT - - Z, -�w- -ZT- ual W ]H� Tm 2LI Mal _L 44,11 12U BLE13B Anil OrCumONTablefibill OnNnnu, V. CnnEWN 140.011' momu py"'On! hWw A awhorClIplinattems AmWIFN, 114- EW LNEw. M. I AWEISHEI IJ1W,w AiVeSwor I'llow Sow (as) I c2still On.0%) allow &.0115) my 11 I.Im v 2� "wr I I- 241D I V I 24W I r S.11s, I r 0.0 1 am- OJZE 1.1 1.- I-w- IV4. i4w,10 7 1-114' INC 1", 1-19- 14W 141V r -I� I'MI. dU NOW SMEW NOW I-'- NOW Man. UUN -140W 314 IN MEW Oli Ulm Units 560 FEW 4 AnShn" a 4110Y Ift, On. I IIIN"End W.Ell)(Alp ft INEW, USE SEW EDWIN MMWEDE F Want WIN TOS. 14MM TOWN 1272fte IMIM UZU fff�- -710 W IF 11"Its SISSON 04WN IwOun ON ON IIIA WA SEE WA lmsiw EVA MA FDA 1XIII, 1171,11% MAIN rall, lasaft -7im-u SOMEONE -iru-u TEETEDS SEA FEE ymm-Wi-�-7w-u maw wause iiiiii IDIOM lawallaw, Im N, - 771M-ft 37021ft 'IWA -TM-M -TIM-ft -WA -7M-� -T4-Nft IM-ft -Mift ISEMEN RED. MISOIN MPIE__ 1=iW DENIED& 14411 UNIN WA 11% UZOLIE, NEA ISSION, AN IN, TVA MEW malift UfO[W 4Z; IN �Q WA IVA WA WA NEA WA SEA, EVA SOA MA H% ISM MA Im)" WA WA SEA WA IVA WA IVA SEA WA WA FIX WA WA MEN USION I �wfflo..�(Muw Mi %Oft 4501% MEW 11110fle Unift MOOM 354ft 740M VIEW OUIEw QUO's wift 'raft 1 4. -iw"- OEM -I-M-R EVA FEW 410" WA WIN WA MA WA swusa I 11"M I .2W NOTE FOR THE OFFSET UP. USE THE SAMEANCHOR PATTERN ANDANCHORVALUES ASTHEESTANDARD CUP. TABLE NOTES: Flom 1: ROUSE a. FIGURES 3: FIGUT]i Flom a; FIGURES W. POIJf[E im. Flom SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND MEET 25 FOR INMRMTION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHOD& 6 is ED 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS 13 ALLOWABLE He IM MI 0 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACTDIMENSIONS, SEE SHEETS I I IT 1-fl 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS81,GWIN ON FIGURE 6: FIGURIE Bi FISImr. BVISEET8 211-23, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGUE CUP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI MI SPECIFICATIONS. HOLLOW AND GROUT-FI, I EST (FIGURED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM Calil), WOOD SHAEU. BE PREBSURE-TREATED 6-7) YELLOW SOUTHERN PINEWITH AN So OF 0.65. ALUMINUM SHALL BE 6084'�T5AND BEAMNIMUM OF.12G' SsusreE THICK STEEL STUISS TO BEA MINIMUM GRADE 33 AND.041IN'THICK(MIGAUGE). SRRUCtURALSTlEEI-:r0 WED IN PAIRS. BE ATLEAST.125' THICK ANOAU. ALL ANCHORS INTO METAL SHALL EMID AT LEAST3SCRIEW rxwxa5` THREADS BEYOND THE MATERIALES110 & 1142 ANCHORS INTO WOOD MAY BEESTEEL, ISA 6.& OR410 SA MULLION 14,11,8705 FLREA 14A M.13*n CapAcIty Table (11meft!) Opening WWII, (W imffmV,,Varaq muffl=) orOpamag Holum (for IVA "Plawfig mtflm) e 701, w le le lww US m 1 w ISO b 126-X2.1i. Leeft IU,lo L-ft % Le'dea effl' Ieefieg v Lueft Lueft m teefto e, �t,, UWM .1 teVIV M Iamv se, ei� egu temn e* wou, x.12r Alum Tube WE 11 11111111 1 lall,111111111 111 11 I 1111 la I fl h 11 1 11, 11 111 fill, 1 if I I I 1 11 1111a 1 111 111 111 11 h 11 1 111 11 4M 2 me 11211 I4AQ 410 IU0 Me 125.01 414 Mi US INAI411 KI US IUI 411 MI I M IKI 011 KI SM IXI 411 IX1 411 4&1 SM IIXI 411 am :. — -ow Ifto Via �5 403__t7 =0 403 d%4 We See 4W LIA 311 7 403 0.1 W_ 316 SO 314 4M3 403 me 314 US 40 1140 3N M2 =1 7" 314 2:6 22 20 al- 4&7 M No M _!�3_ 0,2 _a 3W _L_ US 2L2 a, US 20 2&7 M US U3 M -!il 67A _a 30 -Lo- 741 _n 207 Me -� 110 M -!tL = .21 4ag -3i 315 -T9 M.? Wo _.n_ Me -i2 US -LN- MM 37.1 510 US 250 no — We — 415 -!!L Za M -n- 318 -ne 411 W 21.2 No 4%1 No See III ,So 416 Ui rg 41.2 M 417 04 U3 ar 27.8 Ve Me 204 XT M U4 2V MG = M 201 0.7 M n2 Na =2 =1 U? _!56 me ma = no M sal in =5 zm X? 'Ui -EL 10 U? 2N me In 21.4 M =0 IM ITS M 297 -I--$ 1&4 MA Me in mm US V3 . I. no n. n, In 5 za Me *1�2 _. in . .13 .1 in I,au .3 Va IN Me 1. .1 1. .. 1. Me W2 2Q4 In me _. w '59 in m.? -F4-61 I X31 Im Me Ile MI 101 ... 1 IV 17.4 lei ISO im I'S I" 7aw Im me in me, nu ... — ... — I — U. TABLE14B AMC IV 11.246 ch.) 2.1tCatele SM .0m I Fbodm I AnchorClIpPabore. a"Onme vlenumem orm I I Item". NIS.".1IN-as GVI& ""em IIA .2.W ISI I. Mufflou"My IW4. 1 1w, I me I IMEN, meas I mem".."emoo[wasl womes mpg 1 70= 1 note, I neim, I wM I mue I l4wee FIGURE 1: 1 0 �0�1 0 0 1 ANGUE CLIP MUST BE USED IN PAM. TABLE NOTES, 1) SEE SHM71 FOR INSTRUCTIONS ON USING THE TABLESAND BHEET 26 FOR INFORMATION ON LOADING. SEESKEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENINGWIDTHS ISALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TOSCALE. FOR EXACT DIMENSIONS, SEE SHEET821.M. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMEN81ONAL REBTRICTIONSSHOWN ON SHEETS 21-M FIGURES SHOW SUGGESTEDAPPROXNATE HOLE LOCATIONS. CAFACITYTABLE. 68705 TABLE16A Mulflon Capsafty Table (Ibeffl?) OpsnInt; VAdth (forwricar"paricirg NO=) orOpening Hoilght"Awri.Wparrirg ra(Vors) wt. SON TOM SON SON ION Imh INN ION 321?'30 ft. RNI.W. TuaT". �g RNWOV LwOfiv R o,. toodoo RO.Ow. toodoc T('qd� L-ft R. uoug TWOrin. we" Ro"11*1 IN&D IN rd. I'Do'k, Rwtoopdor UNION TWIftw. Low" ft, r I.,00log TroWNW. �ft R.WOW Low. Tr m Lood"l, DEG. AL DAYMULL I I Ig I T11 &M I I I Jill I I III I 1 11 I 11 h 11 I 11 11 1 a H 1, 1 H I R if 1, 1 1 1 11 MI 11 1 1, 1 11 114 1 . I I I I I 1 11 11 11 if I I 42N MCI OUD 11=1 M I"Al 70 Ina 4T8 iTO0 INS 170 NO Ina VAR IMOI 510 ]TOO IIVI 171.0 ON Ina I IUD Ina M 17" 14" Ina mt 174A Tin i"A MT 140.1 1740 IUD Mt IUD M Lm ou Iman ON Ina sm vous an IIOA m Ina tin Im mt Ina I W SIMON Ina _L03- 747 I= US 1700 US IMO 631 170A IUD Vii -iW Ina 110 Ina M no Ina INS IFU 711 747 IOU 1443 UTUS M IOU two 00.0 IN 1173 103 Im m Im Im GOLD IN UN 711 Ina 612 Ina ON Ina M Ina 1116 170.0 .751 Ina 1278 IT&O a* IOU ION 170a SIT SIT two INS TMO ON in, lam MA 111 10.4 Im IM0 ON 02 Im 1710 mt ON INA W ITU M ITU INS VOA W IOTO 1210 Ina On HoLi 1218 IMO a" InA I-. [742 t210 IOU M ass 11" T. Iml Ift 1 NO no 121, 10.1 of. no 121a U&I DID 031d 170V DID told 740 I?U 1110 Ina WO 10.2 110 lots 03 131A. 1150 IUD - 014 INA - IIN - 1412 03 IK1 1160 IOU 6" "A 1150 IMT OTI "A it". Ina, an 65.7 tin. iSn' an to 0 h 1�.O jaO 9 10.1 - INS - Ina "1 - 130,0 INS 4" L- No 114A two mi am JOIA lots 1".4 01.4 IND 11&0 US RL2 IUD IOU Mt Mt two IQU $18 57.1 INS IOU BID 721, "M _E4_ NO _ 147.9 _j_ Too - 117A M IMO TO Ina ON IIM 734 SU ON INA In ON 0,01712 7U NO US IN UILT On M2 Sol ma an 70.5 US, W UO TU 01 "I L111 1 1211 no Ka m IM4 an ISS TO m Us i4a TO ass IRS as M 76.9 MT 599 TO TV ON 49.0 IN at ON 0.0 TO 0.1 619 37.4 TO 01.5 BIT To w IIU N UU WT MO IN 09.1 W TAT TO W 012 %2 TO 77J Mt Ot.6 TO 70.6 612 750 ft? OS 42 TO MA M 39A TO Na us OLD IN as sm SON 72.1 50) 74A VD) Mt SM Us 491 515 SO US Us 45.1 DID &A 473 4M DO "A 488 _!14_ ODA SO NO 402 XO M U2 M US NO SU 446 m NO 31A 02 ON INA ON 61.1 as Od 40 Si.5 435 IM 495 40 427 37.11 40 Xg 01 OLD 4" U.1 05 297 4" M On 20 No M1400 21.2 405 As 30 IU 40 10h 4V ON 42LO NO, 34.8 M 330 US :RW 7-m- -ii-T -� -.7Fm- WO 3-0 24.0 333 =0 SIT 22.11 IN IIA 301 193 Mt 14A 321 ITS 315 III h I MA 311) no ad On 334 ON 7 9� -iFl -2I.T-= -i 3 IF3 -ZF 31-A W u- -3 A 316 101 3" INS 312 ISO On On 16.1 M 17 Su ON, OILS 317 me 2m MJ :;i-T -z -w %-a F31-7 -1U -m -tmo -3" IT.0 no Fm:� IND, I ITA I On 0.5 DO RI P 19% AnOOC.,moltyTabla 01dol 8�toto 2.7 13.5k0ma.1 I FAMIMII I WW 7IFN AnchdrClIpPeiftems VISTEWDIRNUS 114- EIN do T IS o"o 0, fto ft 511WM01114-83E�1 Ubomo 6108 =(dm- 1125 m I.S35) M26W ft.'(N) I. 2-Im. 1. 2-1 T D.'� I r I am- Our NOW imm I Siam I .'. 1 7201" 'a" .1. Tdow NO NO No It ml mul Staft I MEW I WA 1120. Too 0 1 "I'Doo I--,- I adom I m"m W4A. maUREI: F --IF.-] rIGUREZ F .1 F-1. FIGURES 7. ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NCTEi3, 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) LINEAR DITERPOLATION IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALP. FOR EYAOT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRUM IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 10- DAY 1U1.UON .ANCHORCAP._ g" rIV106 A. LYNN Mh FL P.E.# '�!!&Nr jmsmosW r imspAusuu r -Ilk - Vd .. ..... ui dDW.-, 9z"041 lAOC9 VIN�j VIN SOSdS _nnVY AVS 3RHORU SV A:�fl Satrj.UVdVYI sNornnn auni Y4nNlWn-W.LNV.LSi 8 'Tmi . ......... 0 9RHO x no,mt M M X 9 30 if z a lag t 9 lilf-fle.-If Ell 1 5 6 3 5 a 0 i Ell Bl;jR i I a a I a ? 19 '0 E a :i 2-- Ovpwh� OM.4.'d 4�ft� ! _- L 1 0 E If Ln r Sm 9 gig 0 TZ -I.S. 9 Oz Ir z.-, 2 R 29 at :2 po 0 Og �zb 3 '.Ouj 0 0 ____ 14.Mo� 'OR 0 a E 0 1 E F a 3 cs ;�Wma- 1,0—h _. 9 zo a r n. so, gm. Ug 0 H. xw Z if q a a ilgiii iiiii I Aga 1� d Od qG se m 6dm 1-X2.7rXASWMUWON 60113-TGALUM. x,SMTIom t--.12W V, ff"DAROCLIP =ANGLSCLE Um. ONVIRIALUM' 81�"ALUMP �EOTION 2.125- U-CLIP z000. X-SECTtON 606�76ALUM US' —11 j kSECrON .125- UTHERETO .376' .376' 3.125- COREATEFO-P.19EE MIN. MIN.. I -DETALF.SHEET4 STANDARDOUP 0�111 ALUM. CENTER OFANCHOR HOLE MUSTILIS mmEw Z76- xw MIN.. ----------- --T 60MALU TOPYIEW L -L"' CE ROF "M ROLE .. r r1E MUNDARY.SEE SHEETSIS-ITFOR� ANCHORO.C. DISTANCE. MA01MM ANCHOR HOLE DUUMETEMANOKOR TABLE 8 7 ----------- TOPYIEW OF ANCHOR HOLE MUST LIE IhTTHIN THE AmEm BOUNDARY. SEE S� W FORTHE ANCHOR D.C. DISTANCE. MA)UMUM ANCHOR HOLE DINAMN ANCHOR DIAMETER - ItIT. Mull DImanslon (disal 0) POT Partg Mullion SW. Clip OffmiClip LICIlp, Angle CHIP I- Xr X. 126' (5) SSGOs SODIUM 606111am emmm 668511M v xr X.376- (a) SMOG GOH141M 6661119M 69244M 6WS12M 1-X2.75'X.376-M GGSO7 686116M 668112DM U6245M GM13M I- X2.7V X.SW (8) GUM 666116M 6861121M 6BU46M M514M I- X3.IW X.Sor (a) 66637M 666iiiSM SW1114M 6SO242M WMISM 1.28'X3. 1W X.2W (12) 66641M 68SI117M WSII13M 8811241M 6MISM I.WX2.lI"XA25'(I6) 69370 NIA INA SM17M NOTES; 1) HOLES TO BE DRUM IN THE 21 SEE SHEETS RESTRICTIONS GNIEN ON WE SHEET. TIONS & ANCHOR O.C.DISTANCE. TABLE A Dimenslonj valu. (In)j For Muillow. A 1.00 P X2- X.125- Almlam Ibbe Mullon C 895 — D 0.740 A 6 101125 2.404 V X2' X.376' AlUmImUll TuboMultim 0 0-636 D OAQO A 1.876 2 Z A J�TWB- X i;SX Tube MuWon B 6 0: c N— 0;7 D jjb7 18 1.119 E Mh A50 Mh A 1.312 i*X2.76'X ' 6W Alundnum luwmwl%ml 0 0.478 D GLEN A 2.0013 11 X3.12V x Aw Alum Tube MMI 8 2m637 D 1437 A 2.826 1.26- X3LIW n� X.205? Alu7m We Mull B — 3. :: 0 0.802 D 167:62% A 1.813 1.2(rX II-X .121-Alm Tube Mulft ,,'JKN 4flz 46P /, .......... BUD- 11 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I , - RPIE".715iiii —' I I ISO lwx�x.lw MMUON 60056T6ALUM, "ECTION! WMYMULUON 0011*�TBMK X-swTION I�X=-X� iWX3.WXA2V MULLION MULLION 0006�76AWK 6005�T" ALUM. "ECTON X-SECTION -1.740' --I 1--A26' 126' STANDARD CLP 21 BWSTOALUM MECTDN U4UP 2.QOD' MANGLECIA, kLUM, 806M MR NXTO)", L x4IECTtON iw 25- X�m T I I f ! i llzmzz� —=+� .12V-T I-XVXZTF �QUILL[ON 6.500-- GOGNTGALUM. ------ a x4imION Ii-C I r ------- I r ZWEROFANCHORHOLEMUSTUE CY.A71 11 N TH E DAM 0 8 0 U N DARYGO SHMS�MFORTHEANCHOROZ. DISTANCE MAKIMUMANCHOR HOUE DIAMET5i�ANCHOR DIAMETER. tile ��1-3.460 . - iT2S- .376- 6.600-- MIN. 2.250- , 1�7 II100'' I NOTE$: 1) HOLES TO BE DRILLM IN THE FIELD FOLLOWING DIMMSIONALRESTRICTIONS GIVEN ON THISWEEr. IUSEE SHEETS S-20 FORSUGGESTET), APPRO)CMATE HOLE LOCATIONS. 3) SEE SHEETS Ir-I FOR GefERAL INSTALLATION METHODS. FE76jp.am STANDARDCLIP U<ILF 6DIS1,71MM. em-TMUK TOPVIEN TOPVsW TAPS 9 r. OFFSET CUP em�TBAUUK TOPMEW CIMEFtOF ANCHORHOLE MUSTLIEVATHW - Inv. TAR? 9 P. P.,114T Irmandon Value an) ForMuIllon: DImanslon Veto* PrIll For Mullrom I * t .128- Almlare; Tulmi multom a UND X.824- I NUMMM TuW Muller; * 1 2.680 1000 --R— 1 - TAW- F- .20 F 0 mev -T— 767 i.xqx .375- AkW. F 0 4 �! 1 I.W X.,MZ3..94' Almltum ITubamuflon. H &ODDI —H 3�260 =I F 226 I.WXaW X.IW AIMInan Tubo MuMon —F I 0.71 13WD.'P!, MLa a H 0,760 1.600 F er, Ne., I a TARI P n mail blro.od.n (Amettl POTP,df mill..TGW.MP ovievicup "up mgf.cup in xv xmiz* no) am millm miim �im wMem l-X4`X.vr(1I) 86810 666112111 M1123M 680242M W519M I- X4- X.37F � (il) M3 668112M 6601123111 BOBBIN IBM I.2TX3,WX.IGW(I3) 010 WrIUM 0561124M 6=410M SWIM i.WX&WX.W(14) 201el 055111211M WliM 8102411iM 0 IBM 20162 8MI117M W1120M M41M WM7M MD".(Ig) mg WA WA WA 0013110M OD�JM 6111151) NA WA WA 9EI-11M 1� �6 aml . W9, "INN ..... ....... It, t4o.56705_ F;7.-., C Mull Dime glon (shoot4b) i PGT Pull# Mullion I Std.CIIP I U-Clip SO'S C"p 2- X4- X.25' (IS)i 66602 1 666261M I 668271M 66651 12M �2665=1 12- Xff' X.25- (17)1 00004 1. 606282M I eWMM 13M NOTES; 1) HOLES TO BE DRILLED IN THE FIELD FOLLOVANG DIMENSIONAL RESTRICTIONS GIVEN ON T141S SHEET. 2)8EE 6HEETS6.MFORSUGGESTEDAPPRMIMATE HOLE LOCATION& . SEE SHEETS 2A FOR GENERAL INSTALLATION METHODS. 2.000- 'S'T- 10, mix wx�)(2W MULLION GOMT6ALUM. X4IECTION E STANDARDCLIP U-CLIP 2MMOLECLIP T GoVeAUK F 05VOALUM. O�TSALUM. X,SECTION 2.1� X-SECTON 2.ODV X-SECTION L 12V P126 L IJT T LET LET le 7--:-m4 ;. - WMAR, F r-- 11 MIN Ir -------- --- ------------- - - T 1- 3.42 IL -------- 7 I I- WANDARDCLW .EE. CENTERDFANCHORHOLEMUSTM G�TSAUX Z"MHUITHEDASHEDBOUNDARY.SEE TOWE%V SHEETS&MFORTHEANCkiOROZ. 7 MSTANCLP�UMANCHORHOUE -METEMANCHORDIAMETER.111W, MIN.— rt— rxe-x� MULUON 8063-TSALUM. "ECTION 51 CUT ERM CREATE F-CUP, SEE DETAIL F' I SHEET4 -,37V MIN. I------ -- -- - --- ------- 4.6W STANGA�DCLIP-- 6063�TLALUM. T0P%EW 3AST Z75' 7 5,4W UL U CUP ""`MXUM USED MR r X r MIJUVOk OFFET 17 W� USANGUECLW W�TIIALUPL 7OPMEN .k . He 59705 . * A. EXAMPLE 11 SINGLEVERTOCALMLLION MULLION LENGTH L -:::ZEE O"NIS. PRODUCTS SHEETS 24 DEIT M HEETS 2.3 EXAPAPLE2:MULTIPLEMI)LUONS THE BUILOING SUBSTRATE IS KNOWN TO DEWOOD ONALL FOURSIDES. THE"NDCVY FRAMIli DEPTH 1$2-VV. THE OPENING REQUIRESADEUGNPRIESHOURE OF"&0140DPSF. 1) HTIAMYASSUMMG THAT A i'WDE MULLION IS SUITABLE.THE MILLION LENGTH IS�AND THEOPMNO MM 183�32.1-�. REFERENCING SHEET SMEO,,LMN USING RJECTANGULAR LOADING MST BE USED. SCAN ME MULLION TABLES MR A MULLION THAT IS AT LEASTWEVANDII(AfFRKME DEPTH OF �IWANDWILLMEIIT OR EXCEED ME REQUIRED DESIGN PRESSURE OF -80,W-BOU PER IF ME TABLE DOES NOT SHOWME EXACT SIM USE THE NEXTLARM SUAV91ABLE. FROM TABLE M. SHEET ?,THE V X 2.75- X.376' MULLION (LENGTH - TIP. OPENING WIDTH - M) MEETSTHE DEPTH REQUIRED. HOWEVER ME DESIGN PRESSURE 18+PSSZ PSFANO MUM NOT BE SUITABLE FOR MIS APPLICATION. FROM TABLE 4& SHEET S. WE I- X 2.75- X.05W MULLION (LENGTH - 7r, OPENING WDTH - 70') HAS A DESIGN PRESSURE OF 0-723 PER MICH EXCEEDS THE REQUIREMENTS FOR THE OPrXNG AND MAY BE USED IN THIS APPLICATION. NOTME ANCHOR CARMIRY REQUIREJD OF M LBS. 2) USE TABLE 48 TO FIND THE ANCHOR TYPE. ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4)#12 ANCHORSAND THE 2X6 ANGI.E MIPS WITH (4) 012 ANCHORS HAVE A CAPACITY OF 8&6 US. THOUGH EIMER ONE COUID BE USED, THE STANDARD MR IS EASIER TO INSTALL 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM THE LOWER DESTON PRESSURE, OF MULLION$ OR FENESTRATION PRODUCTS, MM APPLY TO T14E OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE NOULLION AND THE FENESMATION PRODUCT BE NSTALUED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION, IN MIS EXkIAPLE. THE DESIGN PRESSURE REQUIRED WAS 41-MA POP. ME OVERALL. MULLION SYSTEM WAS DETERMINED TO BE 72.7 PER WITH AN ANCHOR CAPACITY OF 06 USS. ALTERINViTiveLY. ME ANCHOR CAPACITY AIMSTMENT FORMULA COUM HAVIS SEEN USED TO CALWI-ATE ME ANCHOR CAPACITY REQUIRED FOR� � DESIGN PRESSURE OF ED POP: 636 US 624AUS (MAYBE USED TO QUALIFY 0 10 STEEL SCREWS FROM TABLE4D) MR (6DPSF)X (71-7 —PSF THESUILDING SUBSTRATE IS KNOWN TO BE CMU ON ME JAMBS AND USES ACONCRETE HEADIERAND BILL THEYANDOW FRAIAE DEPTH 182�. WE OPInNuma REQUIRESA DESIGN PRESSURE OP.50.01-S&O PER. EORTHEVERTICALMULLION, 1) INITIALLYASSUMINGTHATA I'ME MULLION IS SURABLE� ME MULLION LENGTH IS 3r.7nI%,I05'ANDWE OPENING WOW JSBV+�I- aW. REFERENCING SHEETZ, ME COLUMN USING RECTANGULAR LOADING SHALL BE USED. SOMN THE MULLION TABLES FORAMUIMON THATISATLEASTITRWINDOWFTLAMiE DEPTH CF20rANOW;U- MORETOR EXCEED ME REQUIRED DESIGN PRESSURE OF *60AL55.0 PSF. IFWE TAM DOES NOTMONYTHE�SLZE, USE AMLASUE, FRONITABLE 3A. SHEET 7.THE I'XZ7VX Z75- MILLION (LENGTH - IDV, OPENING WIDTH - SO-) MEETSWEDEPTH REQUIRED. HOWUvER THE DESIGN PRESSURE SS-1-15.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A, SHEET 16. THE 2- X 4' X.2W MULLION (LENGTH - 1 Or. OPENING VADTH - On HAS ADESIGN PRESSURE OF 41-64.7 PER WHICH EXCE3EDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 071 LOS. BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL AGO r TO THE WIDTH OF THE MUED UNIT, THEADJUSTED OPENING WIDTH 13 W.Mve-74. NOT 73' AS PREVIOUSLY ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLODIABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY. WE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 73- DIMENSION 2) USE TABLE 120 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATEM MIS EXAMPLE ASSUME THE POURED CONCRETE HEADER AND SIM ARE W WIDE. IF THE MILLION CLIP WERE TO BE CENTERED WITHIN THE W. CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. USING THE STANDARD CLIP WITH (6) &1 V ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/r GIVES AN ANCHOR CAPACITY OF ID50 USE WHICH 19 GREATER, AND THEREFORE SUITABLE. FOR THE REQUIRED ANCHOR CAPACITY OF 971 US. FOR THE HORIZONTAL MULLIONS, BECAUSE THE VERTICAJ� MULL WILL BE A 2- X 4- X MOP MULLION. IN THIS EXAMPLE WE WRI. MATCH ME HOROODWALAND VERTICAL MUWM. ALTERNATIVELY. ANOTHER MULUON TYPE GOULD BE CHOSEN. 1) THE MULLION LENGTH IS 3T AND ME OPENING HEIGHT IS W-7r+r -IOW. REFERENCING SHEET 25, THE COLUMN USINGMAPEZOO)AUTRIANGULAR LOADING MAY BE USED. MOM TABLE 12A, SHEET 18, THE r X V X 25V MULLION (0 LENGTH - 42-, OPENING Hoom - 120-) HA9 A DESIGN PRESSURE OF +I-170A PER MICH EXCEEDS THE REQUIREMENTS FOR ME OPENING AND MAY BE USED IN THIS APPLICATION. NOTE ME ANCHOR CAPACITY REQUIRED OF 521 US. 21 USE TABLE 12D TO FIND THE ANCHOR TYPE. ANCHOR QUANTITY AND CLIP TYPE REQUIRED MR THE CMII SURRMATS. IN THIR �PLE ASSUMP THP CIA I JALCAR ARIF A' [4)WIVULTRAGUNANCHORSATANEDGE DISTMCEOFI-C�SMMCHORWACITYCF640LBSMICHISOREATM�THEPEFORESUrTABLE, FORMEREQUIRED ANCHOR CAPACITY OFM LBB. 1� -01111111M, %.yNN 4f, "I" ------- 3P.HORIL 4) FOR WE U,0UP IN THE HORIMNTAL MULLION TOVER11CAL. MULUON, USE WE SAMEANCHOR CAPACITYOF 621 UBS.TASt9125FORTHaU�CUPSHowuwEANCHGR LENGTH i �Gcms" $t CAPACITY 18 1074 LBSMEN USING3 ANCHORS.WHICH IS GREATER, AND THEREFORE SUITABLE FORTKSPZWMOMCMRWACITYREQUIFtELMWOFUI UBS.WE ANCHORTYPEISAMSMELSOREW. No.0705 FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE I& -1-04.7 POP MOM THE VERTICAL MULLION: -1-170A PEP FROM THE 36' HORIZONTAL MLUON ATTACHING CMU: -0 t JU - To -1-170.0 PSF FROM THE 06-HOMONTAL MULLION AITACHNGTO THEV ERTICALMILWON(INTERSECV011). ME LOWEST DESIGN PRESSURE 15 +1 -643 PEP AND MULDAPKYTOALL OFTHE MILLIONS. If 'q 's'/o VEROPY ME DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USEDWITH MIS MULLION SYSTEKTHE LOWEII DESIGN PRP URE.OFNIULLIONSIORFENES7RATION PROGUCTS. WMAPPLYTOTHE OVEROUASSEMBLY. FINA- DESIGN PRESSURE REQUIRES THATMIE SOMME MULLION AND WE FENESTRATION PRODUCTINIT INSTALLED IN & &N Me P.E. ACCORMANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRAnON PRODUCTS TO MULUON. FL P.E.9 58705 EXAMPLES OF RECTANGULAR LOADING. EXAMPLES OF TRAPMIDAUTRIANGULAR LoADNG,. L Pw FIN poll .. . . . . . . . . . . . P� P Lill v 0 all WADING OF VERTICALMUILLION SILLOFWNDOWSNOTANCHOFIEO LOADING I MULLION '%N ILL! T011 VATH I NVERT a NTERBEC HOR TALMULLIGNS HINGED DOOR SGD Pw LOADINGOPWATICA-MUWON LONDINOOFHORWNTALMLI ON LOADINGOFH CHI ZONTALMULLION �LLI e5�', Pw Old m I Pw Pw z I , I PEW S H m I Is - - SHMH -77 LOADINGOFVERTICALMULL(ON SILL OF WNDOWS NOTANCH D LOADING OF HOMWNTAL MULLION NTH INTERSECTRIOVERTICALMLIWON PIN PVV-- H I LOADING OF (2) IORIZONT& MULLIONS LOADING OF MORIMNTAL MULLION LOADINGOFHORIWNTAL D DOOR Pw Pw I NOTES; ; GDUMR6vjsm I I i)ORANNGSARE RERESENTATIONS OF TYPICAL A I Pw CONFIGURATIONS. Pw' OONFIGURATIONSNOTSHOWN MAY BE EXTRAPOLATED F ROM By )7 cc MI- 2) IF THE LOADING TYPE CANNOT BEDETIERMINEDUSE LYNN 74eo, RECTANGULAR LOADING. "p .......... PIN N 3) SEE PRODUCTS' APPROVAL FOR No. 070r S LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED LOADING OF VERTICAL MUULION YATH INTERSECTING HORIZONTAL MULLIONS <�3 ACTLIALANCHOR LOCATION& 'r SGD T, STNLOF LOADI�GOFVERTIC�L' LOADING OF HORUONTA- A.16NWA P4:0'E. MULLION MULLION FIL P.E. 68705