The URL can be used to link to this page

Home My WebLink AboutNOA�n SCANNED 13ADE MIAM DADE BY St. Lucie County MIAMI-DADE COUNTY EM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Stre� Room 208 BOARD AND CODE ADMMSTRALT70N DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) �w.miamidad�poyfeconomy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in 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 Manni-Dade County Product Control Section (In Miami -Dade County) and/or the A14J (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fid1s; to perform in the accepted manner, the manufacturer will incur the expense Wamnd �heAIJ may e s immediately revoke, modify, or suspend the use of such product or mal le sl �c 66 0 u t (my reserves the right to revoke this acceptance, if it is determined by N j a 01 or ,p i, 0 Section that this product or material fails to meet the requirements of the ap ica 0 This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - APPROVAL DOCUMENT: Drawing No. MID-SH200-01, titled "Single Hung Window Installation" sheets I through 8 of 8, dated 05111/11, with revision C dated 04/22/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miand-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. AlissrLE IMPACT RATING. None LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes sball 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 Miamd-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 shaft be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at thejob site at the request of the Building Official. This NOA revises and renews NOA# 15-0528.22 and consists of this page I and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 16-0505.02 �DADE COU Expiration Date: September 01, 2021 Approval Date. June 16,2016 Page I BUILDING DIVISION ST. DFORC LIANCE p ,By FLD D " RS—Br ]K�XF�r ON 'TOD PIL I ION NYML BF MADE - OR, SPE PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturces die drawings and sections. (Submitted under NOA No. 11-0614. 01) 2. Drawing No. MD-SH200-01, titled "Single Hung Vvrmdow Installation" sheets 1 through 8 of 8, dated 05111/11, with revision C dated 04/22/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Tes� per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2. 1, and TAS 202-94 along with marked -up drawings and installation diagram of series SH-200 aluminum single hung window, prepared by Fenestration Testing LaboratoM Inc., Test Report No. FTL-6479, specimens 1 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-51h Edition (2014), dated 05/22/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted underprevious NOA No. -75-0528.22) 2. Glazing complies with ASTM E130"9 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FEC-51 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. RflnnKfyfff"�w 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. E. Nun I Product Contr, = Ler NOA No. 6- 5.02 Expiration Date: September 01,2021 Approval Date: June 16,2016 GENERAL NOTES: SERIES 200 N(_.-.MPAGT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED& TESTED TO COMPILYNTH THE REQUIREMENTS OFTHE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM G90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLES 5 & 6. SHEET 4 & 5. 4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TA13LE 6, SHEET 4. ALL WOOD BUCKS LESS THAN 1-1/2'TH ICK ARE TO BE CONSIDERED IX I NSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS I NSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE IIA0 THICK OR GREATER. IX AND 2X BUCKS (WH EN USED) SHALL BE DESI GNED TO PROPERLY TRANS FER LOADS TO TH E STRUcTu RE. WOOD SUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCH FTECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5 & 6, SHEET 4 & 5. NARROW JOINT SEALANT IS USED ON ALL FOU R CORNERS OF TH E FRAME. INSTALLATION ANCHORS SHOU LD BE SEALED. OVERALL SEALINGIFLASH ING STRATEGY FO R WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT 15 NOT FLLISH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESI GN LOADS BASED 0 N STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND CLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AN D GLASS PER ASTM El 300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FFL-6479; ELCO ULTRACON NOA: ELCO CRETEFLEX NOA; ANSVAF&PA NOS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL 10) THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES (FLANGE FRAME) OR 4001 SERIES (FIN FRAME). WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE INA BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2 & 3. 53-1/8"* TII 52-1/8"1 NO ANCHORS 4 REQUIRED IN VISIB FLANGE FRAME HEAD A S' MAX. FROM CENTER OF MEETING' RAIL 8" MAX. FR M CENTER OF MEETING FAIL WIDTH WIDTH HEIGHT HEIGHT EQUAL� PRONnEW10MEL ARCHTOPPROVIEWICRIEL RADIUSTOPEQU�� gr T MAX. TYP. FLANGE F (TES" r STAN E* '201 0' *AS S AMN - LI ALI MZ *AIZ ............ .. 4 s X L�� N* It ER', P.E. -n 09 a m 5 0 1p S, F-r 0 0 a 02 EF m M cq a m a 0 o m m C! - K) w — M m m Er M tr m m m a 2L RL AL .0 ma 0.1 < FD* . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m r, p p m ma tz M PO . . I . . . . . . p p . . . . e% 0) W Co W 0 W W 0 m w m 0 M o C, 0) m o m o Fm . . . ... . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . to = b. (i en (n (a th Q m -C� 0 m m m cn m 0 m 0 (A p p m (A 0 (n CA a R -4 p o p o �n a p 0 0 5p b co b o 0 p a p o p o 0 p 0 p o p p o �n o 0 0 P Q p Q p 0 p 010 p FM 0 �l ol �l -�Jl �l d ol ,I d �l -I -I -I p 9) , p w 0 -4 0 L:4 + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 44 'tl rz SO . p p p W N5 �o bo L.4 W 4) iO ;-4 �a 6) bo 0 W -P- -4 -4 4- K) tJ 0 . . . . . . . . . . . . . . . . . . . . . . + . . . + . 9) �4 p p p PD p p p 0 0 0 -4. M. 0. 0 W 0 0 , W M 0 W PC Ln -4 Rn + 414 + + . + . . . . . . . + . . + . A 9 a ER K), :N im b b L" b b -io 0 k 0: 0 �14 FIR 0 4� W 0 (0 (n CO M 0 W w W b w + W A + . 6 . �2 . " . �� . . . m . . . . . P �,- 4',, p . . . . . . . . a w to co ca -4 m w 0 K) 44 N W L4 CD co 0 0 0 K) 0 IQ 0 IW6 Zn 6,1 § 6, u 'o �O b3 P-�4� iO il) �4 b iO �a iO 6 �O :-4 il) 6 K) 4) b iQ N 0 0 ij io b . . . . . . . . . . . "R . . . . . . . . . . . . . . . . . 0 �8 tO 8 P E PW W4 # t �g i� t S; t: it t .'04 .�l .24 bo �D b, CD &,A, h A - TABLE 4: Maximum Window Heightl Sash He1ght2 (see Figure A, this sheLL) Design Pressure QbsJR5 for mass Type B - J, Fin & Flange Frame Maximum Window Width' 19-118" 28-1/2" 33" 37" 41- 45" 49,. 23 + .90.1 underl"116" +5&0 -90,0 +55.0 -9D.0 +55.0 -90.0 +55.0' -90.0 +55.0 -90.0 +55.01 -84.3 +55.01 -78.1 37" 1&911W (Equal Ule) *55.0 .90.0 +65.0 -9D.0 +55.0 .90.0 +55.0 -90.0 +55.0 -M.0 +55.01 -90.0 +55.0 over 18-9116" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.01 -90.0 +55.0 -84.3 +55.01 -78.1 urider 15-7/ir +55.0 -90.0 +55.01 -90.0 +55.0 -90.0 +55.0 .90.0 +65.01 -88.5 +55.0 -81.8 +55.01 -75.1 15-7/8" thru 19-X16" +55.0 -90.0 +55.0, . -90.0 +55.0 -90.0 +55.0 -93.0 +55.0 .90.0 +55.0 -87.9 +55.0 -78.1 38-318" 19-IM (Equal Ute) +55.0 -90.0 +55.0 -90.0 1+55.01 -90.0 +55.0 -90.0 +56.0 .90.0 +55.0 -87.9 +65.0 -78.1 war 19-1/4" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -W.5 +55.0 .81.8 +55.0 -75.1 under 19-9116" +55.0 -90.0 +55.0 -90.11 +55.0 -90.0 +55.01 -W.5 +55.0 M.2 +55.0 -73.2 +55.0 -613.: 1"19' thru 22-1/27 3 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +65.01 M.0 +55.0 -89.1 1+55.01 -78.5 +55.0 -70.1 45- 22-911IT' (Equal Ute) +55.0 .90.0 +55.0 -90.0 +55.0 -90.0 +55.0 .90.0 +55.0 �89.3 +55.01 -78.5 +55.0 -70.1 owr 22-9/16" +55.0 -90.0 1+55.0 .90.0 +55.0 -90.0 +156.0 -86.5 +55.0 -80.2 +65.01 -73.2 +55.01 -66.: under20-1/1r +55.0 -90.0 +55.0 -00.0 +55.0 -88.0 +55.0 -81.8 +55.0 -75.7 +55.01 -69.2 +55.01 -62.1 20-1/8" thru 24412" 3 +55.0 -90.0 +55.0 -90.0 1+55.01 -90.0 +55.0 -90.0 +56.0 -N.8 +55.0 -74.2 +55.0 -65.1 -z- '01. 24-9/16" (Equal Ute) +55.0 .90.0 +55.0 .90.0 1+55.01 .90.0 +55.0 -90.0 +55.0 -M.8 +55.0 -74.2 +55.0 . I iner24-9/16" +55.0 -90.0 ;5-5.0 -90.0 1+55.01 41110 +55.0 -81.8 +55.0 -75.7 +55.0 -139.2 +55.0 .62.1 under 2D43116" +55.0 -()0.0 +55.0 v -a0.0 1+55.01 -83.5 +55.0 -79.1 +66.0 -74.0 +55.0 -67.3 +55.0 -61.1 2043116' thru 256/16" 3 +55.0 .90.0 +55.0 -90.0 1+55.01 .90.0 +55.0 M.0 +55.01 -83.2 +55.0 -72.7 +55.0 -64J 60.&811 25-3/8" (Equal lite) +65.0 -90.0 +55.01 -90.0 1+65.01 -90.0 +55.0 -M.0 +55.0 -83.2 +55.0 -72.7 +55.0 -64.1 am 25-T8" +55.0 .90.0 +55.01 -90.D 1+55.0 -83.5 1+55.0 -79.1 +55.0 -74.0 +55.0 -67.3 1+55.01 -61.1 under 24-15116n +55.0 -87.9 +56.0 -75.6 +55.0 .65.7 +55.0 .62.3 +55.0; -W.0 +55.0 -M.5 +53.2 -53.: 3445116' thrU 30_112"3 +55.0 -87.9 +55.0 -75.8 +55.0 -74.1 +55.0 -74.1 +65.01 -74.1 +55.0 .65.5 +55.01 -57.1. 'l" 3"/16- (Equal Lite) +55.0 -87.9 +55.0 -75.8 +55.0 .74.1 +55.0 -74.1 +55.01 -74.1 +55.0 -65.5 +55.01 -57.! oier 30-9/16' +55.0 -87.9 +65.0 -75.8 +55.0 -74.1 +55.0 .74.1 +55.0 -74.0 +55.0 7E- 65.5 +55.0 -57A under 25-3/4" +55.0 -83.9 +65.0 -71.7 +55.0 -62.0 +65.0 -W.9 +55.0 -57.8 +54.5 -54.5 25-314"thru 314/2" 3 +55.01 -83,9 1+55.0 -71.7 +55.0 i -69.4 +55.0 .69.4 +55.0 -69.4 +55.0 -64.5 - +55.01 56. 6T 31-9116" (Equal Ute) +55.01 -83.9 1+55.0 -71.7 1+55.0 -69.4 +55.0 49.4 +55.0 -69A +55.0 -64.5 +56.01 -M.., o%er 31-9116" +55.01 .83.9 +55.0 -71.7 , 1+55.0 -69.4 +55.0 49.4 +55.0 .69.4 +56.0 -64.5 1+55.0 -56.1 under 2M4" 4&.0 1 -68.3 +55.0 .56.3 1+52.1 -621 +51.6 -51.5 +51.5 -51.5 +51.5 -51.5 +50.0 -50A 29-314o thru 36-1/T 3 +55.0 -6&3 +55.01 -56.3 1452.11 -52.1 +51.5 -51.5 +51.5 -51.5 +51.5 -51.5 +51.6 -51.! 364/16" (Equal Lite) +55.0 -6113 +55.0 .56.3 +52.1 -521 +51.5 .51.5 +51.5 -51,5 +61.5 -51.6 +51.5 -51.1, o%er38-9/16" +55.0 -6113 +55.0 -56.3 +52.1 -52.1 +51.5 -51.5 +51.5 -51.5 +51.5. -51.5 +51.5 -51-1 under 31-3/,C +55.0 4325 +50.8 -50.8 +46.3 46.3 +45.2 -45.2 +45.0 -45.0 +45.0 -45.0 +45.0 451 78" 31-3/4-1 thru 39- 1 +55.0 -6Z5 +50.8 -50.8 +46.3 -46.3 +45.21 -45.2 +45.0 -45.0 1+45.0 45.0 +45.01 -45.( 39-1/16" (Equal Ut a) +55.0 -6Z5 +60.8 -50.8 +46.3 46.3 +45.2 5.2 1+45.0 -45.0 1+45.01 -45.0 1 +45.0 1 -45.( 1 Tiptu4p dimension% for flange windows sham. For fin windows or buck dimensions, subtract V. 2 C%erall sash height. For clear daylight height, subliact 3-9/19'. 3 Size range includes the standard Pro -View (3-owr-2 configuration) for the ghen Window Height. For overall -sash vAdth,-subtract 2-15116" from the buck dimension. WINDOW HEIGHT- SASH HEIGHTCAN NOT EXCEED 53". INSTALLATION DETAILS FC;,.,,.qN FRAMES INSTALLATION OPTION 5 CURVED HEADER EDGE INSTALLATION DISTTANCE ANCHOR (SCREW) _L THROUGHTHEF EDGE DISTANCE 1A65" VISIBLE LIGHT HEIGHT EXTERIOR 2.751* <'-] BUCK I HEIGHT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 6. THIS SHEET. INSTALLATION OPTION 6 INSTALLATION ANCHOR (NAIL) THROUGH THE FIN 2X WOOD, SEE NOTE 2, THIS SHEET i - 1 EMBEDMENT EDGE DI CE STANIGE " 5Z� DISTANCE EDGE TYP. ANCHOR TYPE, EMBEDMENT AND DISTANCE EDGE DISTANCE PER SUBSTRATE, SEE TABLE 6, THIS SHEET ID SE'X '.: EMBEDMENT � NOTE i��— THIS SHEET 2X WOOD. SEE NOTE 2, THIS SHEET T EMBEDMENT — —j 114"MAXSHIM -j 1/4'MAXSHIM TYP. ANCHOR TYPE, 9 EMBEDMENTAND EDGE DISTANCE 4 TYP. ANCHOR TYPE, PER SUBSTRATE, EMBEDMENT AND EDGE 3 SEE TABLE 6, THIS DISTANCE PER SUBSTRATE, INSTP SHEET. SEE TA13LE 6, THIS SHEET. .1 INSTALLATION OF IN. TAI 1'7 36 OPTION E ii4s—T, 1 61 30 STRAIGHT HEADER ANCHC li INSTALLATION ANCHOR THROU 29 (SCREW) THROUGH THE FIN m ILI DADE API 8 VERTIC, INSTALLATION 114" Z USE EITHER OPTION 7 PROPER1 LATCH 1# 29) OR INSTALLATION BOTTOM LOOK ANCHOR (SCREW) 1/4'MAXSHIM 32-35 (#Ii).TESTED THROUGH THE FIN UNIT LOCATION: 6-518'FROM 64 VENT END. #10 STEEL SELF -DRILLING TABLE6: VISIBLE 1 7 SMS (G5) LIGHT 1 HEIGHT I 36 EXTERIOR 2-112"x 2-1/2'x ALUMINUIWSTEEL FRAMING ORSTEEL #10 Ste 20 STUD. SEE SUBSTRATE PROPERTIES. TABLE 6, THIS SHEET- 5 NOTES 1/4'MAXSHIM 1) USE ONLY SUBSTRATE MIMIMU " 1'.. F APPROPRIATE ANCHORS LISTED 1 , ON TABLE 6 OF THIS SHEET. "yW4 7, ", ........... FOLLOW EMBEDMENT AND EDGE EDGE DISTANCE LIMITS. ANY D IST AN E INSTALLATION OPTION SHOWN C N 587 05 MAY BE USED ON ANY SIDE OF THE o. EDGE WINDOW. DISTANCE 2) 2X WOOD FRAMING OR BUCK, EMBEDMENT i-112"THICK OR GREATER. '- '0 C7 01, LORI ?X WOOD, SEE NOTE 2, THIS SHEET 3) VISIBLE LIGHT WIDTH OR HEIGHT ........... (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM U162R, P.E. L VERTICAL SECTION D-D BEADING TO BEADING. P.E.# 58705 ABLE 7-- Anchor Quantities Required, Flange Frame maxanurn Window Height, Sh HOW (am F:ro A. this shoet) maxinunn Window Width' 26-112' 33" 37' Al < M W x 1 w x -3 ol w w1o' X 0: J2 V 00 2r 114110- (Equal Ute) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 j 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 urider 118-91107 2 2 2 2 2 2 2 21 2 2 2 2 1 3 1 21 3 1 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 _!j 3. 3r 18-91IT(Equal Uto) 2 2 2 2 2 2 2 2 2 2 2 2 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 3 ovarlti-VIS' 2 2 1 2 2 2 2 2 2 2 2 2 21 2 1 !. 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 2 under 11,7/ir 2 2 .2 2 1 2 2 3 2 2 2 2 2 3 2 3 2 1 2 1 2 1 3 2 3 2 3 2 4 2 3 2 3 2 4 2 3 thn, 1 _311 gr, 3 15.7/s, thru 19 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 3 2 3 2 2 2 3 2 3 38-3f8* 19-1/4r' (Equal Uto) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 1 3 3 3 3 2 2 2 2 2 1 3 1 3 2 2-2 2 3 3 3 owrlsi-lw 2 2 2 2 2 2 2 2 3 2 2 r2 2 2 2 2 3 2 3 2 2 2 3 2 2 3 2 31 2 1 4 2 3 2 3 2 4 2 under 19-9fl(Y' 2 2 [2 2 2 2 2 2 2 3 2 3 3 2 2 2 4 2 3 2 3 2 4 2 3 3 2 3 2 4 2 4 2 3 2 4 2 4 —T;9116- thru 22-1/2- 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 2 343 3 1 2 3 2 3 2 4 3 3 3 2 3 2 3 3 3 22-911V (Equal Uta) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 T22 2 2 3 3 3 3 3 2 2 3 3 3 3 3 3 2 2 3 3 ow22-9/10' 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 4 2 3 2 3 2 2 4 4 2 2 3 2 3 2 4 4 1 2 4 2 3 2 4 2 miter 20-118' 2 2 2 2 2 2 3 2 3 2 3 2 4 2 3 21 3 2 4 2 4 2 3 2 4 2 2 4 2 3 2 1 4 1 2 4 20-1/8'thm 24-11T 3 2 _2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 2 [2 4 3 3 2 3 2 4 3 3 f24 3 2 3 2 1 4 1 3 3 49' 24-9/16' (Equal Ude) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 2 3 3 3 3 2 2 3 3 3 3 3 3 2 2 3 3 3 �wr24-9119-� 2 2 2 2 2 2 2 3 2 3 2 3 2 4 2 3 2 3 3 2 4 2 4 2. 3 2 4 2 4 2 3 2 4 2 91 3 2 2 2 2 2 2 2 3 2 3 2 3 2 4 2 4 2 3 2 2 4 2 4 2 3 2 4 4 2 2 4 2 3 2 4 214 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 3 2 4 3 3 2 3 2 4 4 3 3 3 2 3 2 4 23_�3 50-WV 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 3 3 3 3 1 2 2 3 3 3 3 3 3 3 3 3 3 3 3 , 3 2 3 2 2 2 2 2 2 2.3 2 3 2 3 2 4 2 4 2 3 2 4 214 2 3 214 2 4 2 3 2 412 und"24-15116" 3 3 3 3 3 3 3 3 4 3 3 3 3 3 4 3 4 3 3 3 4 3 4 1 3 3 3 4 3 4 3 3 3 5 3 4 34_15ile. thM 30_112, 3 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 4 3 4 3 3 2 4 $ 3 30-9116- (Equal Uln) 2 2 2 2 212 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 ovor30-9116' 2 3 2 2 2 312 3 2 2.2.4 2 3 2 3 2 4 2 3 2 3 3 4 2 4 2 3 3 4 2 undor 26-3/4" 3 2 3 2 3 2 4 2 1 3 2 3 2 1 4 1 2 3 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 5 2 1 4 25-3/4' thru 31_IW 3 2 2 2 2 2 2 3 2 2 2 1 2 1 2 1 3 1 2 3 2 2 2 4 3 3 2 3 2 4 3 3 3 3 2 3 4 31.911(r (Equal Lfto), 2 2 2 2 2 2 2 2 2 2 1 2 1 2 1 3 1 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 OW3"/16* 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 2 3 2 3 3 4 2 4 2 3 3 4 2 Linder 29-314' 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 1 4 2 3 2 4 2 4 29-314'thm 36-1/r' 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 M23 2 4 3 3 73, ±�1.16' (Equjal.Lite) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 3 3 2 2 3 3 3 &We 12 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 3 2 3 2 2:3::3 3 3 2 2 3 3 under 24' 1 1 2 2 3 2 3 2 3 2 3 2 3 2 3 3 2 3 21 3#2 3 2 4 2 3 2 3 2 4 2 7W 3F.1 ru 39- 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 2� 1 3 2 3 2 3 2 3 2 3 2 3 3 3 39-1116" (Equal Lite) 1 2 2 2 2 2 21 2 2, 2 2 2 2 2 2 2 3 2 2 2 3 3 3 3 2 2 _L2_ I Tipt I p dim nisions for flange windows shown. For buck dimensions, subtract 1'. 2 Overall sash height. For clear daylight height, subtract 3-9116". 3 Size range includes the standard P ro-View (3-over-2 configuration) for the given Window Height. ij ---4FROM "MM,slef to "Meeting Rail'. SEAM For overall sash width, subtract 2-15/16" from the buck dimension. WINDOW HEIGHT - SASH HEIGHT CAN NOT EXCEED 63*. W) 1) USE THIS TABLE FOR ALL FLANGED WINDOWS PER THE ELEVATION ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP. 2) FOR FIN FRAMED WINDOWS, SEE MAIL PATTERN ON SHEET 1. R TH 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH T OR HEIGHT DIMENSION SHOWN ON THE TABLE. .2, 4) REFER TO TABLE 5. SHEET 4 FOR ANCHOR GROUP DESCRIPTIONS. Item # PGT Dwg. # PGT Part # Description --�—T 2703E 62703EW Flange Frame Head 2 2751B 62751BW Flange Frame Sill 3 2781 62781W Flange Frame Jamb 4 2713 62713BW Integral Fin Frame Head 5 2714E 62714EW Integral Fin Frame Sill 5 2782 62782W Integral Fin Frame Jamb 7 2706 62706DW Sash Bottom Rail 8 2707 62707CW ISash Top Rail 9 2739 62739W IFixed Meeting Rail 10 2709 62709CW Sash Side Rail 11 2740B 742740AW Sash Bottom Lock 12 2785 62785W Sash Stop 13 134 66615 Addon Flange 20 1226 61226DW Vinyl Bulb, Flex PVC 70 21 1662C 71662CW Head/Sill Gasket, Polyethelyne 22 1270 7PAD118 Open Cell Foam Pad 23 2772 72772SHK Fixed Meeting Rail Plug Gasket, Pigid PVC 24 4066 64066G Wstp.,187 X.230 Fin Seal 25 2784 72784W Sash Side Rail Gasket, Polyethelyne 26 1078 7121UM Balance Take-out Clip 27 Varies per Size Balance 28 2711 4280OW Sash Cam, Nylon 29 1096 71096W Sweep Latch, Znc 30 10`16 7858WW #8 X.626 Ph. Fl. SMS Latch Screws 31 1267 71267N ISetting Block 1/8" x 1/2g x I", EPDM 32 See Sheet 7 for Materia s Kommeding 4SG TPS Spacer System 33 Quanex Super Spacer nXr with Hot Melt Butyl :35N Quanex Duraseal Cardinal & Edge Spacer 36 Sash Bottom Lock Spring 37 Screen Cloth, Fiberglass 38 Dow Coming 899 Silicone Glazing Sealant 40 1625 61 625B Glass Bead (1/8" Glass) 41 2719 62719B Glass Bead (3/16" Glassj 42 1263 61 263B Glass Bead (114" Glass) 43 1253 6VT48B Glass Bead (I.G.) so 781 PQA #8 X 1" QUAD Pn SMS 51 781 PSD( #8 X 1" Sq. Pn Tvirin Fast SMS - 410 S.S. 52 1184 781LHPQA #13-15 x 1 LH Twinfest Screw Zinc 53 1186 781LHPQX #8-15 x I LH Twinfast Screw Zinc (S.S.) 54 78XIPFTFUA #8 X 1" Ph FI ulcut SMS 55 78XIFPAX #8 X 1" Ph FI - Stainless Steel 60 I/Br Annealed or Tempered Glass 61 3116" Annealed or Tempered Glass 62 1/4" Annealed or Tempered Glass 63 1/8"- 1/4" Air - 1/8' An. or Temp. I.G. 64 118% 3/16" Air - 3/16" An. or Temp. I.G. .062, .500- .869' .062. .0162" P 062, FLANGE FRAME HEAD 6063-T6 ALUMINUM 2.056" -050o 1 3.225" 9757T 1.12.5. 1 iA 050, 2.066" GINTEGRAL FIN FRAME SILL ) 6063-T6 ALUMINUM --U-q �W— .062" 1.582" .062' —W 1.010V FIXED MEETING RAIL 6063-T6 ALUMINUM .050, C2 2.000" r==f=n=5=C O�C:7 .060" .062" , .050, -r i .92V SASH SIC 6063-T6 A ysf A, LMWWLI�k P.r REA 58705 SCANNED By St. Lucie County MIAMP MIAMI-DADE COUNTY mm 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 ACCEPTANCE (NOA) �w.miamidsde.auv/economy 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 RFR - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shaft not be valid after the expiration date stated bul tu �flaiui-D e L;OUnty Pro uct Control w I' e Section (In Miami Dade County) and/or the AHI (in areas ot�er tita. �a on to have this product or material tested for quality assurance purpo is u or te is 10 i Capyy perform in the accepted manner, the manufacturer will incur the ex nsf sti immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. APPROVAL DOCUMENT- �Drawmg No. W0544, titled Series "360" Atom Single Hung Wdw. (L.M.I.), sheets 1, IA, 2, 2A, 3, 3A, 4, 4A and 5 through 10 of 10, dated 01/28/05, with revision F dated 05/05/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT 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 Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this'.NOA. Failure to comply with any section of this NOA shaft be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOAH 12-0822.11 and consists of this page I and evidence pages E-1, E-2 and B-3, as well as approval document mentioned above. The submitted documentation was reviewed.py Manuel Perez, P.E. NOA No. 15-0512.07 MIAMI-DADE COUNTY Expiration Date: May 05,2020 Approval Date: September 03,2015 Page I CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBWTTED 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 A]-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 V,7md 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.8 and Super Spacert insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile 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 "Butacitc?'PVB interlayer, Duraseal@ and Super SpaceiV insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 23 8 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal@ and Super SpacerlD insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. CIAWU)Ola�— M6nue� �ere , P.E. Product Contfol Exyminer NOA N6—�WO512.07 ExpirationDate: MayO5,2020 ApprovalDate: September 03,2015 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNTiNuED) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FB * C TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Small Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 7) Forced Entry Test, Type "A -A" vertical sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202-94, per ASTM F 588-04, AAMA 1302.5-04 and CAWM 301-04 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0402-08, specimens 1, 2, 3 and 4, dated 04/03/08 to 07/22108, signed and sealed by Vinu 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 5 88-04, AAMA 1302.5-04 and CAWM 301-04 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0313-04, specimens 1, 2, 3, 4,-5, 6, 7 and 9, dated 03/29/04 to 04/02/04, 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-5" 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 under previous NOA No. 14-0822.11) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) ManuelPer outrol V Product C x X0A Mo. 15.0 .07 Expiration Date: May 05,2020 Approval Date: September 03,2015 B-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 "SentryGlasO (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saftex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 3. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on 04/14/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition (2014), and of no financial interest, dated July 16,2014, issued by At-Farooq Corporation, signed and scaled by Javad Abroad, P.E. (Submitted imderprevious NOA No. J4-0822.11) 2. Laboratory compliance letters for Test Report No. HTL-0080-0407,08, specimens 1, 2, 3 and 4, issued by Hurricane Test Laboratory, Inc., dated 07/22108, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-1208.06) 3. Laboratory compjiance letters for Test Report No. HTL-0080-0323-04, specimens 1, 2, 3, 4, 5, 6, 7 and 9, issued by Hurricane Test Laboratory, Inc., dated 04/02/04, signed and sealed by Vinu J. Abraham, P.E. (Submitted tinder NOA No. 05-0215.02) 4. Test Proposal for the qualification of Butacite@ PVB glass interlayer by DuPont as well as Duraseaffi and Super SpacerS Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, Supervisor. I G. OTHERS 1. Notice of Acceptance No. 14-0822.11, issued to CGI Windows & Doors for their Series "360" Aluminum Single Hung Window — L.M.I., approved on 10/16/14 and expiring on 05/05/20. a -)&� Man�ei Per9f, Product ControllLik] ji - P. in I NOA No. 15-0512.07 ExpirationDate: May05,2020 Approval Date: September 03,2015 E-3 " I St.nd.,d 12 Pof Sill DIR A lated Laminoted Optional 15 PSF Water Bar Adoptor — Can mt w ,� w.th �� ype qs �E MID � DEDUI-S MR GiJkSS � �. � 4 AND SM SHMM A & " I'DR W�MES ' ORON& TOP Mi. �OFP IMIC NOT AVAMIX � 11IME , .� "M. ��Iol U�. Sol�� (Rd�� to 0��o. 5, 6 & 7 f., spoc'ng infomoton) . * .E - --- -- --1 m j FIF(� Q�' , - , 6' FLp,j.l =li..t,.n BE z og cy Iva 0 4 MR, Bill of Materials InOl PnT QU�W DESCV�OON ��L MNF./SUPPUER REMRKS I �ZOING _�S REW). MML P11-E MTH CENTER S� FIN [GRAY) pl� UL�AB/SCHLEGEL 10, ta 2 MI-612P RED? P� , = BUMPER GUIDE P',C PROMFPE P�C E0RUSIONS CO"NUOUS AT INTERLOCK 0 3 #146-4 2 WDOP HOLE C� MON wil-DERS P�m COMP� 4 !,�/A AS REQD. G�NG (�S vmm 41 5 i/A I com� SCREEN mm/m A 6 CGI-615C COMBINAMN EGRESS LOCK AND Uff/PUU- ZINC CUSPOM �G 1 a mm. a' WOE & S� & 616C I OR 2 A��E) W/(2) 08 X 5/6� M SUS 2 0 WOWS. C� 23' WDE CM705 & it�. 6) A7ACHED W/(4) #6 X 5/8' M SUS WOWS. 28* WDE & S� 7 �0700 1 OR 2 O"OWL SMDO' LOCK & XIDEPER (repla� ZINC IVROWARE OR ED=. 2 M)WS. OWR 29' WDE 1 WDn. 28" WIDE & SM&LER 8 16-ti-M-IM I OR 2 ZINC TRM HARDWARE OF EQUIV. 2 WOWS. O�R 28' WDE 9 CUt-614C 2 TE DOWN BLOCK ZINC CU90m �ING 10 2 B�NCES (O&T OR S IM) VARIES VARIES Dom �Cm cm BE usm 11 CGI-617P 2 CE �CMR PVC PROTOWPE PIASDC EWRUSIONS �TEO AT TOP � OF E� �B 12 W-618P 2 STOP m PROM� P�C E�BUMNS LOCATED AT TOP OF "M E SIS E0 FROM P�C MON R P=C S P GM P 14 CGI�6131? 2 mcEC � sm PVC PROMME P�c IDORUSIONS �TED AT MP OF MED VENT CU F —. '0512.0 _15 MI-619P 2 MP GUIDE AT OPERASI-E VENT �N Cumm �G I ' NO 16 CC11 22; 2 BOWOM GUIDE/CUP AT OPERASU NYLON �m �ING 17 2 WRIER ZINC CI.WOW CMMG OPMK� - OAMCE AM� TO ff is N/A 16 �BLY SCREW� S/S VMIES 110 X I Ile PH � C! PER QORMC 19 N/A 12 FRME �EUBLY SCREWS V—S 0'a x , qr m � C, �. M.0) F ING P P�, �FUS. 20 CGI�38Z/ REDD. � SUU3 PROTOWPE P�C �USIONS 21 VARIES AS REQD. SM=R& SUCONE SIJC RE 3 FSIUCON� GE-Im. GE-ZM. a DOW 995 22 COI-632 I OR 2 COMBNARON EGRESS WB WCK & UH/P&L ZING Cjmm CMING 1 0 WOW3. 28" WIDE & S�I.ER AWACHED W/(2) #8 X 5/8' FH SUS (MR USE WITH WTERML) WO 28' "DE ��Z.:MZRE A n 1 1 2/ M SEMNG BLOCIC3 MOM A [:W� �5—_O '�o F (LM a f G WNDows & DOORS c �lw I" 7. 0-04MI V. at 9 N Am 2 rm SN�2-..gzy � -H S . Z!8 9 R wraluo !1,11-ii I I :n;:8 4 1 uz .p, 01.�. oil. R 120. -ir R , IT] 19 9 E,..l I Equal f f M '360 � MME IM ISM. (LMI) 0, =o.t!r=mm MtU14�RIMMIU M & DO� CG'I'W'IND� &�ROMWRS 2M �EU 1010 NA or 72 R. 1172 [�C�rolms, NDMVUOdUOD =MVA-IV � -"a so 1 -� 6.8 U R lai gggg lorb3 lorb3 e XVA OZL E! E! AP. 6 � 10 F , 'o 6 � 10 F , 'o (=) ML �3� WN COLOL sNooa � SMO* Oki aNIM 103' .1.1) 'AGM WnH 310NIS MnM 091 MIES gg 10 �m OZL IM61.4 ad '9 -M v v M* 'IRION gj; - R v -101a, ON -09 !-4 t a gi E8 9i t U, P 2 '9 h k '0 -9 9 Av -18 P m, i��iigg Eli E k t 0 pug l�� : �SE Ei E .8 121 HEN A Z A 9 1 lo 9 b 9 9 6 al. 9 9�lo "a 9 -aS o. iu g Eli Pq I gib 9 N 91; og P 5 -JE 2 g njg b C b 0 A A A 3, s 04 w 120" VAX. mas hum SHG� KUK0 IKY. (LMI.)) FAIROOQ CORPORAVID C MIAMI. 33172 Pf Irfc] GI WINDOWS & DOORS 10100 N.W. 25TH STR� MIA AR44mikN,!" (.,) comp-m�� I TYP. "AT--] Duck b. in 1, (IYP) ,/,. "d DID Flo Head U .Can 0 0, Can r (kyp) tl�- ] "_c.n ,w _can Co.. � L ) or equal) 1/2- 1 x 4 cooled P.T- Wood Back (ty,) IMPORIMT NOTE, Wood Hucks must custom Toods imposed by gTOZing 'aam, and transfer them to the building Structure O"n.a., h Non-"�clal er- � Sw`Rm Wood Duck Qpt,on.l PII-Cccl SH TYPICAL ANCHDRS� IN . — —C jj� DIA U17RACON BY 'nCD' T-ro - "Ise ire DV, NIT filffl�-CON 1 (R-Iss Kst "lao ks) INTO 2W WOOD BOOKS OR WOOD STRUCIVRIES 1-1/2- MR. PENETRATION IWO WOOD rRU 1BY BUCKS INTO CONC. OR kfaiORW 1-1/4' MIN. WSM IWO CONK� OR Morida" IRIMMY We CONCREiX OR nIJUED BLOCKS 1-3/4- MR. MSM IWO CONCIRM OR num BLOCK 1 /� O[k TEKS OR S" F DRIULNG SCREMS Dowet 5 Con) ,T, Cal ,p,,,,,O MUUUONS (MINI THK� IWO MET& STRUCTURES SRI ; 12 G& LIN. (FY - 36 KSI MR.) ,,_,,,V, - 1/8* ". MIN. (6063-1Z MIN.) (,,,l �ONTA,, w,g, K,NNU, TO M MTED OR PARTED) TrpICK, EDGE Dt� RO CDNCR� KNO MASONRY - 2-1/2' MR. MOD SNUCTURIE I* M1W STRUCTURE Ve MIN Moo I I'D. .,U. OR .. So - — . DOI , Nw, a- on m r. - =D Pol M. 1-11 1,UUiD RMOCK Is kMTS V- = RD60 PS — Velues for instolloolon Type 'Am CPPIY to the fall-wril installation types. With mg,m.m SfUmI Space 1/4-� 1 - Using 11by P.T. .ad min. J/4" thick. 2- Dim.tI, into without the use of wood bucks. 3- D�rccfjl�.Inko 0 steel or oluminum structure M - thick and using #14 Talks or Self drilling screws. Structure must be designed by others to custom the leads imposed by the window. [_If5Io-,IoIooTy,pe "B" es , good Soct, bed in -War, (,,I) 1/4" Dia Head Ult,.c.e, K��:, .a (or Equal) 1-1/2" Min. Wood E ]E _m "c a a 4 All 2 3/4- 2 4 Sc�clbd P.T Wood Bock (typ.) J')3 e �/4 Optionas Pra—cosL SIR FlnWttgllotton T)�p �C" a. —a -m .. n a. .1 T. . e-d ft�es Beer, bed u ... set (I') e Scale., 010 Flat Head (typ) tc 01 t* Ms. Ultmc.n/Ksik—C.n loners Of!" I � 1 x I & 2 x 4 P.T. Wsod Suck (tp) , I k AL S. Installation Types -A- & B- to, 1 . 4 At 2 � 4 P.T, Wood Back Styles IMPORT� NOTE: Wood Sucks must sustain loods imposed by glCiling system and hmnsfie, them to the building L structure. mrooter"gre, @&@ M=A.Radd, 'OSIZO 1 1/2' Min. Test Wood Penetration 0 —d R L—,,— �Rsi Ic W05-04 t c g R 10 2 - - - - - - - - - - - - - - - 4 1 4 1 q M�� 0 '-"" I A III WINDOW' I D007RS 101w H.W. 25TH �m MAMI. � 33172 � .1 .. .. .,�. I IS I 4 z n 1 T— — — — — — — — — — — — iP E g 4 g g g i 9 g g g R s g g --- ----- --- - - - - - - - - - - - - - . . . . . . . . Tin v Ila 2 u v g 9 9 0: � g� IT a 1 9 9 9 9 9 1. gig g N z a a 9 c b 9 PiNal WR Lim] 1: 1.10 1" g -V z a i a I 9 3211 fl a IX. M 'X0'&IJII ME �G AL�AIR�Q CORIPO�TION a 0 escn on CGI WINDOWS & DOORS I w N.W. om �m t R 0 MM� � 33172 m MO ._.. W �) ... SCANNED BY MMMI-nWE St. Lucie County MIAMI-DADE COUNTY ME PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW26 Street, Room 208 BOARD AND CODE ADMINISTRATION DITTSION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) �.minrnldade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regula i ;trl� usib Wfln materials. The documentation submitted has been reviewed and arep P Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the ABJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modily� 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. - DES APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions", sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturces name or logo, city, state, model/series, and following statement; "Miami -Dade County Product Control Approved", unless otherwise noted herein. I 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. 'ftRMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. i Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for tertnination and removal of NOA. ADVE]iTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOAH 14-1105.01 and consists of this page 1 and evidence pages B-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 SUBAHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Irnpact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2. 1, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thm E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 51 Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by.Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Mantle e eM7, R. ProduetCont ol 1 aminer NOAN . -0218.03 ExpirationDate: May26,2021 Approval Date: April 14 2016 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVEDENCE SUBMITTE, D F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51 Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, RE, G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series 'TGT" Clipped E xtruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. e6I Product�Caonnutr ininer NOA No. -0218.03 Expiration Date: May 26,2021 Approval Date: April 14 2016 E-2 DETAILA: MULLION TO 2X WOOD BUCK ORWOODFRAMING (OFFSET CLIP SHOWN) NEITH%THE T. 0 OFTS&TWILL OjPwYOE INSTA.UEDBY MS�CD (- I., " MINES pa- ja21-23FORROLE L�TJCNO 3 ALL MUUJONS LMErME I: SHEETI. SIDE VIEW FRONTVIEW INSTALLATION NOTE& 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUODD. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABCPvE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE. THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED. REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS �D, EITHER THE STANDARD OR INTERIOR CUP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHIEAD OR FLATHEAD. 4) WOOD BUCICS ARE OPTION&, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY MIMI-DADE COUNTY APPROVED ELCO ULTRACON OR BLOO 1/4' B.S. AGGREGATOR MASONRY ANCHORS. DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) q4 EXTERIOER YISE OFFSET CUP 18 REC�NDED FOR RN-FRWED WINCIREL.UTNINY "0 BE USEO MR -OUIERFRMIETYPES. PAF 4 �FOR�Cffff( ANCHORS SIDE VIEW C U P M Y 15E' INST�. T141S.TKOD TMANCHOR PERSUMPATE, TV. ANCHOR PERSUNTRAT, SEETASUESIO!NIB GEETM=I&lw "GEREND WC98791P 'STANCE AND SEETABM ATTACHMENT BY WHERE. SEE NOTE i. I,ON2JMl�CAETECXlWU FRONTVIEW SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGUREI; MULTIPLE —OPMNGMR MULLIONS I AT*tUG; S�SM L-0 LO.G� 1) DETAILS SHOWN ARE FOR THE FENESTRATION PRODUCT INSTAI ARE IF USED. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS MLML �GSTOBE HAVE BEEN TESTED AS TRE�UOATING` AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHAUL NXIlUBMINSIDE SEEDEMAM RECT"ULM't NOT HAVE A GAP OF MORE THAN IM FROM THE CUP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L/180. THE M STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. T. — MULL LEPIGTI-I ADDITIONAL EXAMPLES OF MULL OONUGURVTiCN�. MULL UDI� L SINGLEMLUJON SINGLE MULLION SEE CORROPONDING DUAILS MOM FIGURO I �. S 'I'M ED PA AHO G RG .20M FLORIDA BUILDING COD (FBC"T"EDITlCN 5TH EDITION -ANSIlAF&PA NDS-2012 FOR WOOD CONSTRUCTION NSTRUCTION I DE FBB7 2012 ljWOl()D GO MW .ALUMINUM DESIGN MANUAL MW2011 IT -AISI-S100-071SZ-M10 WEII.ET.I.E. L SU6 3 N My MW �EM :Y FA� YnT MULTIPLE MULLIONS 4) PROPER SEALING OF EI,ITIREAS�IEMBLY 13 THE RESPONSIBILITY OF OTHERSAND IS BEYOND THESCOPE OF THESE INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLYTWO ADJACENT FEINES7RATON PROOLICTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHMTMD SHEET 24. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACEFNT UNITS AT ATIME WHEN USING THE DESIGN PRESSUREAND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY. 0) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO ME N� SIM SHOWN ON THE TABLE(S). 71 ANCHOR EMBEDMENT TO EASE MATERIAL SMALL BE BEYOND WALL DRESSING OR STUCCO. WOOD DUCKS BY OTHERS. MUST REQUIREDTOPREMT 5) REFERENCE' MST REPORTS: M-6443, ELOO ULTFACOt4fAGGRE-GATOR HONG 9) MULUONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH ME REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND � APPROVED FOR IMPACT AND NON.IMPArT APPLICATIONS. MULLIONS ME ONLY TO BE USED WTH PCIT-APPROVED FMIESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. III QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAIN AND OPENING WIDTHIHEIGHT OF EACH IN DIVIDUAL MULLION COMPLIES WITH THE REQUREME�ITS OF THIS NOA. INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (1-19SIM5 FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FAAIviF DEFIH. 3) REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS -RECTANGULAW OR 'TRLANGULAW"UOIDAI?. RESPECTIVE�Y. USING HOMWNTALLY). THE =OPENING OBTAINED IN 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE. FIND THEVALUE IN THE NE)(TCOUMIN ANCHOR CAPACITY REQUIRED (LBS). THISVALUE TO THE SUBSTRATE BY THE ANCHORS AND MUGTBE METTO A�AiN THE FlJU- MULLION CAPACITY.. REPRESENTS THEWINDLOAD TRANSFERRED 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEETAND USING YOUR ACTUAL SUBSTRATECONDITION (MULTIPLE LYNN A ANCHORISUBSTRAMIANCHOR-CUP PATTERN MAYAPPLY) SELECTAN ANCHOR CLIP PAT TERN ANDVERIFY THATTHE REQUIREDANCHOR , xO ............ oczfte CAPACITYISMET. 7) IFTHE MULLION CAPACITY (LOMIOBTAINED IN THE TABLE IS HIGHER THAN ME DESIGN PRESSURE RFQUIREMENT(Lg�IEV� FOR THE USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS No.G6705 OPENING, YOU MAY VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 01% � 8)VERIFY THE DESIGN PRESSURE RATING (LBSIFV) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPAREWITH THE FINAL MULLION CAPACIVRLSSIFV) OBTAINED FOR THE MULUON SYSTEM. THE LOWER OF THE TWO SHALLAPPLY FORTHE ENTIRE MULLED FENESTRATION ........... PRODUCTASSEMBLY. NOATOAPPLYFORAPERMIT. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFICAPPLICATION MEN USNO THIS i9l A. CIAM"gi MULLION DIREC MASONRY (STANDARD m.'.ET ULL CU?wYDE ZTAU.ED8Y wlaw�w L EXTERIOR MW2.7MJWNCRETE0RQMU FRONTVIEW FORMASD�Y ANCHORS np.mmm PER ILDRW BUCKSTRII, EETA5UZAl ATTAMME VOTHERS SEENMEI: SHEET 1. EDGE Diumm SDETABLES MN2.7"ICOK�MCRWU ID-135 SIDE MEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHAU BE BEYOND WALLORESSING OR STUCCO. 2) QUANTITY OFANCHORS AND MULLION SIM SHOWN ABO%IE AM FOR PICTORIAL REPRESENTATION ONLY. BEGAUSETHE ANCHOR CAPACITY IS BMED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITYAND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED� 3) ANCHOR HEAD TYPE MAY BE PANHFAD, HEXHFAO OR FLATHEAD. 4) WOOD SUCKS ARE OPTIONAL, SEE DETAIL C� SHEET 3. 6) FOR MASONRY APPLICATIONS IN MMHDAD5 COUNTY, ME ONLY MLAMI-DADE COUNTY APPROVED ELM ULTRACON OR EUCO IW S.S. AGGREGATOR MASONRY ANCHORS. F TVIEW EXTERIOR DETAIL E: MULLION TO MULLION INTERSECTION (U-CLIP) NOTES 1) MAY BE INSTALLED IN �P OR �CROSS" INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE U-CLIP DRAWINGS, SHEETS 2143 TOPVIEW FOR CORRESPONDING MULLION. FRONT VIEW t:�> KTERIOR EWE DISTMUT SEETABLES SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SH 7�-� NOTES, 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VAI_UES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES. SHEET$ 6-20, FOR QUANTITY OF SCREWS, SIDE VIEW "ll"t I t:�> EXTERIOR EXIMOR 0 DETAIL R DETAIL G: DETAIL H; FIELD -MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CLIP) . (ANGLE CLIP) (ANGLE CLIP) N'" ALM,. =D=T'PL4ftl MW SEEDUAIWA,E '"KETS 2 AND 3 I'M INUal-ATION 70SPECIFIC 808TRATH. SIDE MEW 6XDfiNWANI' X�X.12V muw0N NOTES FOR INSTAL�TION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.2V X 2.11- X.12Y MUU_ION. 2) SEE TABLES 10-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATION& 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. ElD TOP VIEW c t::;> EXTERIOR It NOTES FOR IN TALLATION OPTION 6 & H, 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL 0: SEE TABLES 18-1419 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) DETAIL H; SEE TABLES 158 OR HIS FOR ANCHOR QUANTITIES AND BREST 22 FOR HOLE LOCATIONS. Nn, 5B705 I�LQ i� MullWnCepultyTablo#bsVl Opening III (lorwr0ca*aparyll 0 ecoh,m) or Opening Haight 0 h (for In Stmparteng two rearrent) 0 In To le Ime 110h IN TrM.,' L.&M Rtnt.9 0 L"Ift . a..., L-dwo infirfim I-d' W,equiltr Sloan Teploing. uNflor Retal cadina Togging. Lcalito TWO-1i �'dim W101 U.Ma hooleithe �dv MWenell =17 AhunTubm Mullion 111111111h 1 111 11 fill, 1 11 11 'a 11 1 11 11 11 1 11 11 11 1 ]- I h I I I I 1 h 11 I 11 h 11 151 U110181 101 Gin 1111.01 IN 1 12911 In Q.2 M 1140.51 325 Xf 140 1107.81 on Sag 1 co, INA 319 Q.1 405 INA Ito pq 40 t"g SLI is Sag 405 VIA 319 IS, OU 312 73A AS OLD 312 1 We m 61.3 IN 37.0 312 01.011 All 111 312 61.0 M 312 "I D�M SO I -ITN7 11� S. warg t . I IN I 49A An car ST4 39.9 Sol No 261 _j4- 423 2h) a 261 4" 210 !&G An 03 2H) AN 1 Size 247 67.0 207 43A AT 4.8 241 77 _6 W7 A AT 41.5 IN 20.2 247 39A 1. M.3 247 394 IV -T -j-1- 1 7 Sri -iF In 18.6 247 38.1 10 W AT S&I 10 QUI W4 200 4t.2 SSA IN 21.4 NO I Ho 0 21.3 200 21.1 10 IN 2 5 I 57 T So 0 we at Hit 3513 IN To I I I in 23.7 101 Me 149 "1 IV 241 10 111 to, =8 1" 1.4 .F 211 -- - - - - - - Sort AS 165 AS IM42 4 Sal IN -207 -M "' No Zt.0 IN .1, 212 In n3 1" N. 111"n I. 19.9 110 --- 111 _73- 0 To h 10.0 125 103 IN M' . 16.0 IV �!r 71111, 17.5 Ito III I" Anchor CrommilvToblofflool Sewell. ZROSecow 3.6% Oulam 11,11.01A) 'WeIGNU &IrGk V14. 111. 10 so Gte i'AnnOne .10' Bli. USN. In' EIN Intel Into. Sno-Viliuln'. I IMEM��. 1=1 MI.. Anchor Clip Patients 1 1 Encon,.1 ITS 1-1 1 S-' I 1�1 I'Ile 'Z 2 Anton 0 41V Mic- MO. 18MMW4 OFoad cup Fle No IN 1 now 1 450" 1 Mite -r Im bit mi. 1. 6 114 IN 1 Mi. P12 Al gggl:_� 4NS4 WA NA In TA WA !it � 1 WA MA W2 anoc+ Q 4A,twony "a MM M.IlAnAtTreleg Y 090, V! 1 IL P I MA I 760M I I'.'- I -Iw 1 -1. 1A - VA KA tA 195M 1 24M 1 .411. peffil I 'I- #A "ge o 240 an MIN I NA I M WA �A.1. . iA re A An In in USETHISFORMULATO .ANCHOR W.- I TOM FIGURE 1: FIGURE2: TABLE NOTIE& PRODUCT Revism Ti SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. nowlyi.,IvIftniFftiglo ' SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1xv B Ilde" Con A=I'et -NO 2)UNEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPENINGWIDTHS ISALLOWABLE. Bit ea By FIGURES: -23. 'Jj op 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACTDIMENSIONS, SEESHEUS21 131 *&t4m HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-U 000' FIGURES SHOW SUGGESTED. APPROAMATE HOLE LOCATIONS, - 12F \0 j �XNN CATIONS, HOULOWMIDGROUT-FILUED G,?, ..-,* .." --�Geose ANGLE CUP MUST BE USED IN PAIRS. 4) SUBSTRATES: CON CRETE SMALL CONFORM TO ACI 301 SPECIR CONCRETE BLOCK UNIT (CMU) SMALL CONFORM TO ASTM �- WOOD SMALL BE PRES$URE-TREATED FIGURE4: FIGURES: FIGURES: YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SMALL BE 606345 ANI) BE ANUNIMUM OF.126' THICK STEEL STUDS TO BEAMINIMUM GRADE 33AND.045- THICK(18 GAUGE). STRUCTURAL STEELTO BEAT I-x2-x.I2vmuLUO" z j� Ho Sal LFAST.10-THICKAND A3B.AULANCHORS INTO METAL SHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 410 & #12ANCHORS INTOWOOD MAYBESTEEL, 18.88.8.OR410S.S. S FLORor�"' .... ...... \' A. 601, M� wh 9 - - - T- I mm 14ft 8 R M, Ral"W. 11 x Zx.375 L IN R AlunTubo M.Ul.n la I h I h 1 11, 1 I al 11alli 11 il 11 1 1 1111 u 11 11 2 111 1 9 AncharcupPanme VO So M. 810 � 1=28� Al� S.V353 1 . mli FIGURE 1: FIGURE2: LE TF8 AS NOEBT ..0 ,),S H OR INSTRUCTIONS ON USING THETABLES ANDSHEET 26 FOR INFORMATION ON LOADING. BE 11 1.0aw EESH TI 24 MR GENERAL INSTALLATION METHODS. S BE EE 2) LINEAR INTERPOLATION BETWEEN MUM LENGTHS ANDIOR OPENNGWiDTK3 ISALLOWABLE. By ip—, M1.1 ft.&.1 -1 'lag, FIGURE &' 3) MULLION AND MULLION CUPS SHOWN ARIE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 21-23. SHOWN C NSHEETS21-�& 2.0ov LY HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS HOLE LOCATIONS. . ..... ',�CEN FIGURES SHOW SUGGESTED. APPROXIMATE ANGLE CLIP MUST BE USED IN PAIRS. SUBSTRATES DDNCRETE SHALL CONFORM TO ACI 301 SPECIFICATIO NS. HOLLOW AND GROUT-PILUED U -TREA IINCRETEILOCK NIT (CMU] SHALL CONFORM TO ASTM r-9D. WOOD SHALL BE PRESSURE TED No. M705 FIGURE41 FIGURE 5: FIGURES: YELLOW SOUTHERN PINE WITH AN SO OF 0.56. ALUMINUM SHALL BE 6D�TfiAND BE AMINIMUM OF-12Y STE TO 8 AT A MINJMUM GRADE M MD.045- THICK (10 GAUGE). STRUCTURAL a S I'X2- X.37V MULLION -0 me THICK STEEL STUDS TO BE LFASTA26- THICK AND A38. ALL ANCHORS INTO METAL SHAM. EXTEND AT L EAST3 SCREW THREADS BEYOND THE MATERIAL. 410 & 912 ANCHORS INTO WOOD MAY BE STEEL. 1" S.S. OR 410 S.S. - .. 6 . 'A . 5 6 �O ITT Fr. 4�(,U . U .......... . (-,\�$ 70NAL '�� A. 6NN N!:hiEA,'P.E. WIII.n Capacity Table (fiberfe) 00pa"Ing t horwIlhoul"palyrt 501. TOM wh llugors) or Op.nlna Height QOr mutons) JOIN toolh F 14 01, mail lxz?ax MI.,,W TWIM.N. R.WVA. ---WJ N9, �I,rwu aWxnNn L.0, R.WNul. L-dry W."w. umv Rulmoud. Uw,, ThWANS. L.-dho Rt.0 �Wvaff I TwIrO, �Mm Ramwar Ixad, r.,PWV. �dlg llaobw� TawUng. Ixed, 37OAlum Tuba ThIll I'll h 111 1111,11111 111 111111111111111, 1 h I h I h fill, 111 1, 11111111 111 if! 1, III 1 a I, 1 fill, 111 h 111 11 h 11 di� 1170.01 ON 1170.01 433 17GA I" In.0 475 7LO10 2! 00 No I 170a 1 519 To I is 170.0 "1 rho Iva 1".0 521 I.er Int 1170'.1 "1 TIU, :21 ITOA 521 itial IN, I"a I "I am "a Ov :2-1 1'"0 iinj Got I Not 151 0 1 117 0 OTT Ims 1139 170.0 am 11&0 .... IN.0 a IS II; l7o. H..;4 11112- JI-.0 am Ra 111-- R-1-11 Ta IM I In, I m4 10.8 larl liall Ma IX51 0121170A 1 747 117.4 tO32 Woo 755 nA LOU L7O.0 LO 0.0 $-1-7 102 170.0 1- Na 7. 110�0 TO 7 TR i R--t, I.E. IN21 90 1 t%.7 1 730 INAJ M I- IM.3 War 143.0 714T ms ow 1411 710 a a&_ No i�o IN 140.0 roa M Soll No W tor 1400 .. 0 IN IN COW 1141.11 735 115161 ora -t 1117.01 rm I ix3l 611 Ina I In I Itu I so U.2 79 M., - �2 78A ISO N.. No 70.6 M 95. I '76 ` NO No 91.01 ON Nji n5 Sit JIM 144.1 1 7M 918 1 574 1 OW I 121A Mal 130.01 57 1 IINA I W I III, a? 87.0 ON 1 9&9 1 Our 70.2 SM 001 1 ON 07.7 ON no 1 01 K9 No a a OIU5 1 566 75.0 Out WI Ma TOO art "'a !21j I 11 ! T&T orr 1001 art ! 2 - 1 fL�4,-10 0 No L, , -- -LA- 48, 37.0 ON 0.7 474 =.I No 0 T 474 !L ;-.,I 1 lt,. 4j�, NO DOW 1 -3 1 - 61L-� 51-0 4&4 ON -PRO -! -4 I.,. Ja NO No M.0 all, 45.0 M N2 StO 44.4 M 25.5 510 "A W 57 08 Ot.7 39 48.0 MIA US �4 "a 4" !!n-! a 3 a 378 3 "a la 1Z Z 1Z 4 t. 31.7 No .0 389 21.7 4N 1�7 3. TOM (u.21 4IN 1 FJO 301 we 371 45.9 4. ma Mi 4M 4!4.1 No m. 4�.�: U4 IN34M V.9 _a Qj 32A NJ ".I 433 32.2 UO Oft 415 W 0.1 M U.8 W NA 20 zo 3" OIA 00 va 212 W VI 217 NO 17A 3 lb Jah, 14.0 N7 19.3 NIS NiI MA 2 2w X7 MT lagg 29 m E -1 1 ni 4 2 4 lot --nT -N-9T-20 I 19.31 2V 14.41 287 1 INIn NUZ ION 24.1 .2 221 ".a 201 17.3 NO, f ISO IS IN III Tl n.3 215 MIT 194 logo 215 10.1 lot -Ul -275 FtF.T111 ULF 3B AnchorOn city'rablellb?l -prwrmd Z14 �d. 3Okw WWI al'NSM; 1126*1 OUNN VIV EhO Jft�. lie Ek. Ift. war swo uItNgn 114- Im. VIW� Walmol �w� __Nh S.rm) AncharClIpPalfterns La 1 -4 0. LIN- 157, i i I.,.. ..... 11151 1 r 1 1. 1 I.� .�W -- O.C. 181NOWN W,wWdQO QFV. 1 3121 JOHN a 1- ` E., MOW 1 "O� 314 mu" mm 4 An. 0 JAY Mh W.m w t'.. �aa- mahn WA - WA W" A am IN loam Om " Imou la"ft NOW .1. 615 ft I.. WA W. WA NA WA ON, W It WA NIA 715M 10 as low Zh5ft 445L�! $22M Imam I IQM I Ilf" I �eu= 1 1-2 1 � I 2 �" 8 JAY MA FW -F�11 010 0 240 ha I MW ' VIA Nf �i WA WA WA I MA I NA I 1A 442 W mim NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANUMUK vAw�� Ao TmE aw4uA� CUP. (L) CIRCLED VALUES ARE USED IN THE EXWPUE ON SHEET �4� FIGURE 1: 1GURE TABLENOTES: 0 0 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. le SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS FiGURE3: 1 0 a i 11 0 6 1 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4. FlGURE5: FIGURE 8: M 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MUU-I0N CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS. SEE SHIFETS 21-23 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS 4) SUBS TRATES, CONCRETE SHALL. CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND GROUT-FILUED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SKAU. BE PRESSURE -TREATED YELLOW SOUTHERN PINEWITH AN SO OF 0,65, ALUMINUM SHALL BE OD03-TS AND BEA MINIMUM OFA25- THICK. STEEL STUDS TO BEA MINIMUM BRADS 33 AND.045- THICK (18 GAUGE). STRUCTURAL STEELTO BEAT LEAST.125- THICK ANOMS. ALL ANCHORS INTO METAL SHAUL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAYBE STEEI� JIM S.S. OR410 S.S. TO OBTAIN THE -ANCHOR !V No. 68705 16 q c r 0 1, 40 11--i I' �'- -.. - .-- - - - -- -- -, -- - - - -- FIGURE 1: FIGURE2: 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. FIGURE& MOLE CLIP MUST BE USED IN PAIRS, FIGURE 4: FIGURE&. FIGURES: 2) LINEAR INTERPOLATION B EEN MULL LENGTHS ANDIOR OPENIN 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 21-23 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTFUCTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES; CONCRETE SHALL CONFORM M ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FiLLED CONCRETE BLOCK UNIT tCMU) SHALL CONFORM To ASTM �. WOOD SHALL BE PRESSUREJREATED YELLOW SOUTHERN FINE WITH AN SO OF 0,55. ALUMINUM SMLL BE6003�T6 AND BEA MINIMUM OF.12V THICK, STEEL STUDS TO BE AMINIMUM GRADE M AND 045' THICK (18 Q%UGE). STRUCTURAL STEEL TO BEAT UEAST.126' THICKAND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THRMS BEYOND THE MATER� #10 & #12 ANCHORS INTO WOOD MAY BE STEEL� IM S.S. OR H0 S.S. J-X2jT X.55V MULLION P * 1 1* '. .� wtm \ * Ax - or A. LYNN MILLER, P.E. FL P.E.4 56705 MuIll.. O.Poofty Table Obsel Coming mi. I WII 70 h SO In peril.gH.Ight(I-11,N]M011 DON 001, Mull") 1201, 14.0. Imm 1'-x3J2rx RNwww W-ft Trwftw. 927 LO-ft RmwV. I.Moo TtWffl.g. wa, �0. I Lft TvTft, U.dq Lull, mwwm. �q RI'lMod. Low, T"V" wdi, md.ra".1 wma �pwlm LOOffIa ft-0 LMdmff 1,,yow Loacing Ralt ... dat LoOd, TropFrIbmir. Ftmt�w Im".9 UW4 .600"Alum T.I. Mull 10 9 5 I 7u 0- 1 1 a 1 12 1 b I I a 1.11, 1 111 1 11, 1 I I 9 I I 1 11 111h DIM JIT(M)l NO 1 WOOD 1 435 IX0 1 744 170.01 47a 170.01 MI 170.0 1 MI 170.01 02 17001 big l7ab 11110 JIDO 1 $21 ITOA I IND 170.0 521 17101 im I ima mi 170.0 in$ 170.0 1 m Ibm I Im wbo III] I Ug� I J70.01 IN 1170,0 1 Q4 17MO I WO 170.0 1 6H 17OW 1 ON 1701 01 MI I'll ino go, 170.0 1175 179.0 an 170.011417 Ink NO IN.7 t577 5" 170.0 NO IM.1 1517 170.01 LW 18,2 I�Wj !2 L. 170.0 MO SOMSMI 170A 1 747 170.0 1 ON 111.9 1 NO 170.01 01 ITQQ 1 1. 1. J70.0 111 170.0 %gy IDA 747 170.011494 170.0 70 t4l.7 14H UQA 70 121h 1495 IND IN 170.0 70 17aa 1 412 170.0 1 M 170.01 891 17001 1116 170.01 7M I= 1 1216 170.0 803 IKI 14M 171M) ON 140.5 1401 im IN ON 124.8 - "OTS lal 1704 01 10.6 1491 170.01 Mi I MA 10% 170,0 MI 1700 701 IXO I IM W0.01 IN 105 IIN VIA V8 IM-71 ilM 1070 1233 IIN 1 mis my 711-0 710 T41-7 71-0 TI I N 7446 MI n.s IND 10.51 My Ob4 HIS t+4.5 ON M U _O M 170.0 745 IM.5 I IND 1710 1 b5i) 137.0 IND 19.51 WO 119a I IND 141.7 W IM.5 IND 13M ON 0.0 IND IM5 09 70.9 'NO Hall NO M5 IND 110-01 610 50.9 IND, HOD BID USO lag mal NO 1151.31 m Ilm NO 133.11 les 1".21 NO VIA 175 RO ON IIRA NO 0.4 My IMA 757 05 05$ MI 740 59.0 NO W71 70 52.1 ON 195.7 740 UM Ink I ON 134.0 607 101.9 On 114.01 M oil M 101.11 No WA I My 91.2 69 71.4 ON NO "9 MI ON me NO no 111.4 MI III. IN 45.9 IN M-01 -4 -1 ON M., NO, IM.21 721 114.1 NO DILD - 721 07.0 big job -ni- -jjj M ObS 721 ItS 50 0.7 721 70.1 LSM NO Mt SM ... NO 45.5 NU NO MA M U4 111 0.6 w am m M.1 m 70 h 101.0 04 IVIA M A 5 7 7" G" RA NO WA M t 10,4 Z 07 0,1 m sag bill $61 411 - w U.1 - - mi -- M.1 M 51,3 NO 314 MI 60.6 S34 mg, NO 611 4 -FT 7o M -ti NO -!!L 614 Ha 47.0 Oil 11�: 114 W_ 00 X6 514 37.3 421 421 VA W1 4 -MN .0 337 412 -ws- 5 235 614 M4 IN IN ms 614 29.0 al MW N2 4m 4N OJI m 41.0 '0 'DO %15no My 4 M.1 F21'. n- In 22 2W.'O IDA 4M 24.2 I 30 %9 IN M.0 MI IND, al 357 OLD 322 31.7: 357 32.7 7 27.2 12 218 - 2U� 21A .1 IN 15, 357 I', iu N5 1.0 257 R.0 IN Ill In III IN N.8 NO 20.2 NO 304 mi IN 25,0 W 26.1 IN 21.9 338 M.1 2 It IQ.S 334 Ma SO 17.6 IN I 111 284 14.0 NO 3. 1 21 1.0 NO 13.8 m 1331ri 27.7 NO M.2 263 23.1 M 108 289 20.5 IN 17.3 NO -- - --- 0. M IDA 2U AncharConmeltV Table (INI aw, I aftc. `10 "WMI PjWo?j MON I III-SSEk &IV ft. .1. MID.- 41.� M25W AnthorClIpPattarl. WIVEI.M.. vencoumcm U�on &ITUMM.. 114 &.04. uDIO,. . N. J'� PS 2-9X I. 2-vr bIff . I I N- I ZE: I-VV vlv� 1-114- 14YV 2M" 0 DIV W Qm HAIR i wlffir- W=k I -Wo- -Diyf� 354 M 7401. 4AM�QIAVMM,0-�l I Mft I N/A I A WA M. M I RIA I WA KA I My" ON" IUD m 4A.MI@7M M.A- Imm. mom mm NA 'm iOQ Is OWN 1 W2W MOM 3A.M@O.4VmIO.Z-1 .411 NA- 1 WA WAS HIA WA NIA 11A IVA WA 1.13. IAFC.I�Q�19�;l I.. -- Tm m 14" 1" lt� WOO. I larm I = Is 24. IN 2 1.17 M. 0.01 ICIP P� OXI =DD I NA I w WA IN. NIA WA I NA I WA 9-- FIGURE 1: TABLE NOTES: 1) SEE SHEET I FOR INSTRUMIOMS ON USING THETABLES AND 814EET 0 FOR INFORMATION ON LOADING. SEE SHEETS � FOR GENERAL INSTAUATION METHODS. FIGURES. 1 0 0 il 11 0 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4: FIGURE FIGURES: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3,) MULLION AND MULLION CLIP$ SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-M. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT CMIJ) SHAUL CONFORM TO ASTM C�W. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 60G3-TS AND BEA MINIMUM OF.125' THICK. STEEL STUDS TO BEA MINIMUM GRADE 33AND.04Y THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.12W THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIA-. 410 & #12 ANCHORS INTO WOOD MY BE STEEL, 18-8 $3.1311410 S.S. CAP... I OBTAIN THE 'ANCHOR FROM THE =1 112 FRODUCI-FURVISED I ...,I 1.11. , mlo 9D-Z1 By MI will", LI I'll 4114, 1',, , 58705 6 ATE �185 11 A. LYWAILER, P.E, I AbLt UA Issuftion Capacity Table Point) opening wdlb (mv wrileaRtspar" Mt. wh 70M saw MLA10m) NOPOnIng N Int(for a "Parriflormillans or. lool, 1601, lx4x.125 paeo,']�j Leoft I vamis". OON �me'w �usm TrupTi". Ront.'" few, lia"No Load, Rdev, Yeano ea, ON 01 Le. I, lowe, I 1110'Oft* LNdma on wer teclea Alum. Tuba Mufflon 11, 11 1 11 Ad Tho 11"I 42h 170.0 NO 17MO No 17 01 1" 1 INA 1 411 I"o I ON 17%, INO art 170.0 51, 17041 life I JY00 I Mt 170.01 t240 11"Me Mt IGO IN, No at 10.611409 !"40 N' Ifixi TIN I Inn I us Net 170P 70 INA I IN 11 .01 No I in Al 5% 170.01 an 117-W Z TMA 11331170.01 NJ 170.0 1 Ilm 117" 1 P7 109 11303 0 Too MIT 111.7 INN Ell.-., �L.w i ZZ01 ZE be 51, . 1- To Me 2 723 INA 12M 170.01 747 f0a 1.01 INA 70 17.1 Ion no No INA Isla INA NO Niiii. - Me 1 797 1 IT&O 1 612 Mal ON INA I M INA JIM MO 7" 1 H.4 JIM Imal 60 131.2 IIN ImQ 1 837 like am $3D3111g3w IWO Jim Ina $1713 mt 021 JIM 1701 Mt , IN? IN2 MO M 142a 14,941! 1012 .1.11 M INA 1 Jam 10.71 015 11121102 INA I Mt 1010 1042 1=2 ml 93A M 125.1 TV TIA I IM 125.1 Taft Us 10421123.1 702 I'M - OTT ILI 1 a Us 57.3 SIT M Us 478 '20' III its 54.0 -5 483 Q7 M21 as We 7.5 M 478 10.01 I lode line 491 NO 1 74 an ON - 414 IN I A VA N5 Ties 40.7 6 me IN I No FUs To 144A 'ITO INA a.. loco $ W.0 Re rMOT� 0� NO 708 To me w we 112 113.41 INA U's NL2 K 6 - 475 *8 M 047 Us M IN NI M1 4! IUOj 11777FT52 MIT.. 0 IN t9M No 4H 40 100.0 01-0 1 UZ 59.4 31.0 OR "1 9 in 473 121.4 LI-7 se, se, se Y� 1 42 se 42$ Us 705 IN Us Us Us Us Us 62. M NO MT 57 34 .7 on %I Not 114.0 Not IV 692 N4 N-5 NLO TO 675 013 50 1 "S 30 750 no me 4 1 4 47 me M 724 w 1084 5.3 Q-8 57.3 me act 745 09 M . us IN UsTeR No 41. *2 ".a 20.5 No 724 us 475 fees ".a W9 N.3 at 2510 I" 141 07 430 ON 01 4L5 19 947 Us 614 711 05 1 0� 4U 377 acs w 4 One One Its 7 I as a .2 Ni 3" Too 22.4 ITT NO set =1 377 Me 317 1 371 191 310 14.4 371 17.1 M film g 31.1 3, 1 3F 7- a -an no MT Is a .. NT 2E 20 206 MT no 305 '&5 MT Mt 301, $51 17.4 34 I - -IM-7 "3 No me 279 24.5 2..Il .14 21.0 M 2%.7 2" -!!2- 1&3 '.3 Not 300 182 "1 183 ON 171 ON 10in .0 17.0 212 -T?2 IN TABLE 6B wtv'! YwEwuan". 4-Ewft.. . 3hV Eke We.. �E.. Intel.- in mu 114'. ft. 1w ANeuator I 'Is AncharClip Panama z i 'Oe, - I. . - I '- r n - - 7w I se000nafelaal�. I.., 1 1.5- wo. 112ij NOW I NOW I 4WM I OW .. I ..... --90 -1-W am. ft 4421ft MOM 11 Are"02whIKO.C.'s"Malloerunegoop �B-V L -WA -TM-10 WA Raw NOIN --WA- NVA -WA NOW None U40N T4w-. 121 1 f: - WA WA -TO- WA IMOR 1110" -jjF-' I'm. aet '-' ' " Now WIN - look M -NcTs Mhe 10921ce amen ---- -C I. �'7 I- = IF A = T I.. 2w. 1.2. 1�3rnw --I-A-.N. GOAF NA Fin WA WA WIN WA NVA WA _ wee smn M" 41! None TVA V sea NA 4401ft NIA 341M 442ft ji2oft -WA an. mt, ---- --------- ----- - FIGURE 1: FIGURE�. FIGURE& FIGURE 4: FIGURE& FIGURED. MMMIs . M [F . P1. FIGURE &, FIGURE 6'. FIGURE7. 1-1 F1 F] r ANGLE CUP (FIGURES San) MUST BE USED 11 PAIRS. FORMUILATO TABLE NOTES, 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) UNEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21�& HOLM TO BE CRIULM IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21�3. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI Still SPECIFICATIONS. HOLLOW AND GROUT -Fa -LED CONCRETE BLOCK UNIT ICMU) SHALL CONFORM TO ASTM C-DO. WOOD SHALL BE PRESSURE -TREATED YEU.OW SOUTHERN PINE WITH AN 80 OF 0.56. ALUMINUM SHALL BE 6083-T& AND BE A MINIMUM OF.12V THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 MD.04V THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT UEAST.126- THICK AND AW. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 010 & #12 ANCHORS INTO WOOD MAY BE STEEL, IN S.S. OR 410 85, " 1'0 N G 705 , 6 a. 00- L1 �16 b A. LYt FL I AULt IA Muldon CAD.CIW Tablo 11bid?) Opening th(foryactical"Para millions) or Opening Height Dor lind 1ta4-spau&vn�OW) Ons) PON 1 .1. IF Ion On I I.. 'win mi. 70 In Ihn,a2A - TIOUN., ma Tar mg, Twining. Coliao'. W., Tnilifians Load" Ix4x.b75 unuo WP 1�00 Loadno IPPS' Mum. Talle Mullion I'll fi10111 fill Thdo, h Nil h b"i 1,111111, hN fill, - 11111111 11 I Nbc t7O.Oj Us I IMP 1 01 11041 1" 1 173P 1 478 170.01 OR I 17U I NO 17091 02 1 tills 619 Inc ills I TRIP Mi l7so IWO IMP j Mi 170.91 140 1 IRP 1 01 IM-0 "'a 1* -L-1- 1 JAW1103 170,01 ON m 17001 m I Inc 1 5" 170.01 on 170.0 '00 ON m 170.0 1121% 1170.01 W liko 1417 J70.01 ON ITOUD 7 17W Inc No 70.0 190 lm�i Z ON Imol Joe I Imol NO 7" 117ok IM ISPO INS 170.0 747 170.01 14" IMP I IN I- l!"P71.1 ISOP 1 00 IIDD 7M NASOIN Min 1700 1170.01 741 707 170.0 1 17OP I OR � Zo!. :!.,-As 2� Ilia I.. 170.0 1" '" 17110 1275 IMP all ImP I'lu 170.01 ON' ISPO 1594 170X ON 150.0 Ito .0 I 0 PC act 37' TOP MI JACA 1799 INUO Mi 170.0 013 Ilan 707 70.0 NO t%70XM 1 IMO IN 170.0 1417 170.0 014 170A 16M 170.OL PC 153-51 NIO IM01 ION 1210 1519 I. SAW IDIR UOR III Tit 9 �7�21_61�9 1704 03 Im.0 05 110.0 Mi lJohl ills Inc] am I TOP I 302 UP. 170.0 040 .4. - IFIO 140 170.0 1915 II&T 1642 1700 IDN %4%P IN2 210A in ,IA M, COA 11�5 110 " all 1. NO O?X ! 107.9 1167 MCI ITPO 974 170.01 ITIP 745 769 '"A I in, ON I I ION Da. 170.0 INC Isto 14U IWO ION 100 1472 107.11 Im 1411 INSO _ Is 'Pla PA '%P un 10.0 JIM Mtn m ol I= 7".5. 1 Ina 1 �lev I SNI"O 1 I INC UP. 1.0 13 149.9 iM 117.3 INO ION 105A i0i a No 'an I., a, ,a MI I.. IMO 1124 1012 Min 1710 SIM 170D 1 MI 149A I It" 1 IRA 1 1013 12421 it" 1139 91 SM 1112 11" 1=71 NO W7 11" 3 jinlg M fla, IM 1.1.6 OR 74A JIM WA .1 64.1 It. M3 ON 1j RIP IMI JIM 70 13841 1724 1147.01 M 118.51 IDA 1 Mel 4 IT 1 me I'M 'CA 031 03 JIM 0 all no li"' gas ON U-2 11M 7, T, 51.0 JIM ISO DID 12 Pat m COUP 702 MP A 3 4U N.9 W 47.7 M PC win Imt M 2 T a " I 49.6 742 64.1 ON 0 0 _�P_ 14 W _�?_ -1 _F4 2 .0 00 MA 742 27.0 TU 37.6 581 Win OCI 742 OR 42 POP 31.3 406 -31.3 _W _M 2 - 492 - M.1 al -T&T _!L_ as 'of 9.6 ON 24.T NO I INN me $OW OR 52.1 NO MA 621 4 X, _iF 7� -jF _W7 1&0 M 22.4 442 - 555 05 405 M` 4 UP M U.2 473 UP 3 4W7 V_ 0 "a 1 1 1111, 57A 555 ai I 413.0 - - - - - M 1.1 411 143 M 17.2 351 I 120 IN 45.6 4" . . I 38A 476 19.0 ON Ca a 414 25.3 475 SMIS Rg NO 476 24.5 404 IOA 475 SIA I"N MA NO ..7 NO N. 0 NO 22.4 MI 0 17% MI - - - - - - - - BILE 713 DARD alp SICI Table (Ilml og;;m 14- &SPo UNNOn IISCN�Wu Un-- INN, lJ..0 A�W PT� M.10 012fil.4 unn,M) Anch.rClIpP.Herns E.Ndnialftil I..' 1 2�ba. OTTV M =0C. I 6WIcand Ot =--tCUP TO 4 A." 0 21V W. MM I Mandind all ONO 5 An"'cla 0 MV mP �� I.. On 4AC010vili ,2' 'VIA"'nacia annomorm .... ON 4W.I .fUCKAkPo.12FAfNi WA I 4..IC Mil IN imim WA _71- -I NO W -wo I=" WA _1A 14101W = ImIm NIPPON WA m.7-M-ft _1A 152M _M -To-- PC M M-4 W_ ICA _WA 1 J.j74' 1 11 WA _W__ IN _�J_ow NA N'A _WA I.i�l 1 POP flSo; MCA __W__ ___ -IIEO IN WA _rn-ft -N-"- Jill' 1 WA WA - WA - WA WA _WA _WA N 1. wn -TiV40 __lM WA _WA WA 711-C2 -1h ON, _VA _WA IMOJ- WA 401W WA -A SPA MI IN mi. 4 17 13 CAW all 1120ft Mlom i1nm IONIN NO wica NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR P ki I hM ANU MUNSAII V�u= AS THE STAN jABUE NOTES 'I SEE SHEET 1 FORUNSTRUCTIONS ON USING THE TABLESAND SHEET26 FOR INFORMATION FIGURE 1: FIGURE 2: FIGURE 3: FIGURE4: FIGURES: FIGURED; ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION C Fr. FF FF*. 10M go uo. LIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEUS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS, FIGURES: FIGUREG: FIGURE7: 1-11-1 n] [�_� I ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. 4 SUR"T""TES CONCRETE SHALL OONFORIA TO ACI 301 SPECIFICATIONS, HOLLOW AND , )ROUT FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90 WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF O.W. ALUMINUM SHALL BE 6063�16 AND BEA MINIMUM OF.12V THICK. STEEL STUDS TO BEA MINIMUM GRADE nAND A45P THICK (18 GAUGE). STRUCTURAL STEM TO BEAT LEAST.IW THICKANDAM. ALL ANCHORS INTO METAL SHALL E)(TENDAT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 010 &#12 ANCHORS INTO WOOD MAY BE STEEL. JU S.S. OR 410 S.S. 1.062- 1.000. �OUNP,NCCCP-.�'Ici 00 4.000' .376. L .376' ....... % T "o, l'X4 x XV I X 4 - RX. �NNIMD I 12A P.E. ;- -MULLION MULLION j3slasHe cr nwWN jtV0 . ..... .... WN 9z 61 ijrooF.9 'k 0 0 Ell sogiz t4 SNOiiinwaEin.LVVnNiyyniviNvisis3ki 0 N1 . . . .... ..... WHYPS. 0, V3 o ,t ;N wa I I I I z qz� !§ 2 M< ni� RR 2 ZZ 'Y� Vic ttt 2 nR R 0, t �13. t3 oms 12 o'; 'r 'M �50.� 'tI R a.2 Q� Z' - wo r S� to o 0r z 4,20 og m2 0 ME A 9' as .0;; =Inz . - 9 ffio =.R: li .0 < -W T .,6 N k III I I I % 9 i5 Ow v s ------ -- = < T �498898§5 ci 9 -mo ago 10 1 -2 ---m , ju-0 (c4p a 2 iggl i xk��" i.5 I 3j§j�j5jEj§jgj?j 7 -.k q 316 ":gd =W St I 1 0 It 1E r 11 91 fi ' 1 1 — — — — — — — — — — T. a z — — — — — — — — — — — loi - - - - - - !, fflfi; — — -- E- - - - - - i R - - - - - - - - - - - - - - --------------- - - - - - - - - 1� - i- -t - - g i - - i i i - j i i :-f i 9 1 1 om u C 9 A i E I - lbis gZ213 In Nm 5i 72 ---------- le as MIR 0 z i: 0 2 6 P2 =iB 0 .- 6 la: Egg d -. w w 0-0 n z I S2 su A xz ,0 X2 — — — (W 77— Q� g n P�m W �m ME R-I In 1: In I In :!I z I z I a Ral &I a i F3 ;e ij3jFIEjiI5IF R 9 La m- a a 3 n a El§l I PONE 2 Tir:i N ---------- 'F � - 9 0 - t; 9 g S 9 WWR a a D o 02 M 4 glamly C.,Dft Dow. (onfilo) O"panfrox dth MARID-) DOPInks; He set. Tom Oak 1Ab loom INS, 14ow ISO 126x324 Too Rod . I .:vl nopft.v U,don Ra-adow. Dooms T,*Td", U." Roalmwil, I Toop'Noo . tood", Rld.,00.1 �dml T.,gioxg boom, Rod".00, TmAgm, Lowmn fh�dZyr Tr. Lf:7. Rod.. 'I., Laos, T,.,ffd,,, lUxlet R.U1*1 IDdon Y1114141 LUNN X.024 Alum In UZI a 4. A QA ft I A 44, I tit . IN U I I 1 lei 0A 1 49 N e H I e� j IIN iz H ex Its! e I ex ka e Am k & ka .9 le .1 It al i 4, i Q a 1 DIS JIM 01 Ing) I ITOD 1 435 170.01 744 1 MD I IN 170.01 US I INS 1 106 INA 1 092 110.01 $IS INS) 1116 INS 1 621 INS IN, STU Do 110 0 14 18 INA ON INA I INS 170.01 U1 1179.0 1193 1110.0 off 01. INA no 110.0 No Ino i go I Too I am 170.01 AT 1170.01 is 110.01 I'm 174.01 661 Ties 1216 me $11 Too 141y 170.0 ON 'an line 17M 110.0 No 174.01 1903 Me 660 Me 2267 1170 0 00 Me me 170.0 831 INA lug I.. INA 04 one ties imi NO 170.0 INS 170.0 747 170.0 149 VOO No INS 11031 INA 765 1100 SORT 1100 156 INA 2391 1170.0 79 DAIS US a 191 1170.01 912 IMO I age 17001 691 'lot I %IIS I. 111" 114 'NA INS 'FDA 00 1790 UnA I So 03, 170.0 INS ties IN me I'll ma all In.0 goom too gal 110.21 240 1 Ife,a US N to ".I no VDA ON Mel ion INS 797 Ims INS , DO "no Us 1101 141, INA I US 170 Isla 110.0 IN 170.0 Ins Ilan 103 IND 2125 1710 %gas 11" 2163 Me "an INS 210 INA lom of. 1 Mel wo I Infol 746 it" I ills 17101 an lynx I Dan Ilox; %a a IT" 1498 I. 171.0 lots 170.0 1513 Ing ION IM Ian 110.0 1122 long [116,6 INS IND I'D 1315 NOU 1700 1171 111-7 Dan IN 0 '1" Role Me 174 In,$ I To, Inam toy 170,01 203 17031 13H "0 111101'.2 MO 102 Ims 'i's "..a 06 Imb van IDA 1115 INA us 1701 1210 NO' log IN ma 1276 122A INS MA 12% 1 Intel 19M 1 INA IM no, logo Nonn "... us no un Imn I lon Ims INS I'D S IT . . . . . In, .. Inal INS IMA Un ISAI 1134 110.0 1316 1303 17M JU.0 ING 116,6 INS lass ago In, INA INS Ul ITS 102 US2 g TGjiI Its 0 JUS IN.0 D? 170.01 1346 11&0 1 INS LM6 Ints ITIA vagIo toy INS 102 1205 131.1 1655 161.6 Dan Ily.. ,a, '41.3 w go, as "as UOD Day .1 Ia. DID um 71, wat 121.2 121. to IS 110.0 list INS Say Pil-� LIN, 1651 14" 1613 1.6 My 1417 In 0 INS 1211 1411 139.1 INS 10.1 1.17 1216 fill So Nx 14R 115.0 110 77.9 NOT MA DID WE. it. loss UI ii.4 lots MD IDT2 Sal Do 111 0 91.3 ON 783 ],to am an 71.0 Me W.? 910 Ras NO .1110 713 set San 1110 No SUIn _na 117.0 WT -INJ 2 By, $76 to's ON VA 975 81.3 US Ise 976 Ne W One 976 712 617 US 976 ISA Say 421 IN SIAS 1 111$ 11.0 Us 52 INIS MG. US ITI my am Nor No 61.3 97, $IA III DI 464 4571 "1 ago 1 US 1 St. ON - 22 U, Us I ON no -361 1 an S,A ... HA -rM A 'I'm 1.7 -a, -EA Us 1 2L 643 - no - Us - up 41.3 7 U 0, Ds on IT. I 41.1 ]IJE7 X 70 3l,9 No r2TI MA -22 SO val, Us -;-%A Sao 402 Us oil 660 410 US 44.3 L52 37.5 DO 39. US UL.,iU 0 I Sn4 611 ZIA DO 244 He --F-177 �111M -7 - E-11 144 to -L%l A.? - --in -75-1 -zo-o 21.9 433 M 3% No - 2. .. 390_ - ... . 305 ISO 433 NO Ul 17.3 1 433 1 1 21 318 1 1 - A..h.rC6smAItY Yom. (11,11) I 1"t0da. WV Ell da AgoInDstpol Tolrato D an v4r1o,AIJUoAd tfildA. OttruNlymo, vrUnWAS. 31.005) ume OW ad. (CO) EdIalboadefti I- 2-Vr V 1 2-1f2` &12__ r 2-Vr 2-Ur 1 7 1 "A" I I�v I 1�r I I�v I ar 1-114. 1 I Z& "L l'o"' NAN 2,Ao,dTNQ4TWWa. "Allwadolouldroml !�-PM Ili 2 ON an -90-M,wo- gan� 74M. =11 i 0 -Zor Ulm 44" wong 4AAND"01.15"Aft 041lotmome(PUNDID.I. N E61 i 4N i i IF- i I (620b, 1120gal 11201do ya� "A WA "IA TDA M 1 WA Tol 1 Unalls :�ffl� We. and IF m, 2W 'WA dn, . I . FIGURE 1: FIGURE2 FIGURES: FIGURE 4: FIGURE& Mae FIGURE M ff: I TABLENOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL. INSTALLATION METHOD& 2) LINEAR INIMPOLATION B ETWEEN MULL LENG1`HS ANDJOR OPENING WIDTHS IS ALLOWABLE - AN ILE 3) MULLION AT D MULUON MIPS SHOWN ARE NOTTO SCAM MR MOT DIMENSIONS. SEE C MU IT SHEET$ 21-11. HOLESTO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Lf�I U E S USEDS SHOWN ON SHEETS 21-2& FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS IN P. AIR 1 4) SUBSTRATES: CONCRETE SMALL CONFORM TO ACI 301 SPEC00FICATION& HOLLOW AND ILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90 WOOD S� BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF O.M. ALUMINUM SHALL BE 6083-TSMOBEAMINNUM OF.10V THIM. STEEL STUDS TO BEAMINIMUM GRADE 33 AND .OWTHICK(IB�UGE).STRUCTUMS�LTOSEATLEAST.127THCKMDA31ALL ANCHORS INTO METAL. SRNLL EXTEND AT LEAST 3 SCRIMTHRMS BEYOND THE MATERIAL. #10 & 012 ANCHORIS INTOWOOD MAYBE STEEL, OR410 B.S. OBTAIN THE 'ANCHOR lAs-X3AH-XX24' MULLION Sj 41 Eo� P.E. MuWonCspacftyTebIo(Ib&%) Oponing panIag Haight W ht&Wft" 01. loch md") Mot 70b lm� 140 h 2x4x.25 dw,j. I Ro Wft 7,tpm-m Lwdao R..W. uav ". �ag o, L-04 I hwaft, LaaaaR It.twt,"a La.ft 71tiVoowt. L.WN ftd-� '=-. at --Z: - I IN = �! , L.Mom La.,, AjumTub mumm a I la 1 11 I , 1111 Ila fill' If 11M h h I 11,11 IN 4 00i 1.0 I To I Imol 4" I"Al No 1170DI No t"41 M 11710 1 519 IMO 1116 170.01 Ul Ing I INS Inal 521 Inc HIM "S M. IN ScS Imol No I Ing I cat vac I on 11704 1 Sma Imal Iloolmol Sal - thiv L- 114 L OR all 1411 To 0 "A mo lim 11.4.+W. "a W I I "a 1 6311 IMJ) I INS I V01) W I Has %no I too 770-0 1343 .... _ .. IT So ... no IN 001) Iml . SA 170.012M locia I IN Inv no, Imol IN I M" Inal 79 IM01 Sit local No 170.01 821 17CO 1 Ilia I IMO IN �mo 7001 1276 170.01 M ink NIS 170A MI "SA IM 71 170.0 1913 V01 Nt I= =1 ]no I cal no logo Sol 1. !!LD ink 21 I".0111wo IMI 707 170.0 11240 1 IRA I "a 170.011417 170.01 94 170.0 ISM �1704 M total I"I n. INS Ilao 2125 170A INS InG Mn 1100 1 INS -- - ---- 0 17 745 Ing ilia 17101 No IT" I 1=2 1170.01 R. 170,01 IM local 1015 Rod) son ko 7# INS licto I in, ".a Ing 431 170.0 Ihip 161.7 203 Mac 1171 votal mm 17041 ml ligol Sam IMD 790 17DA 1101 Ing I Not %no I IM I IMO I IM INA1 INS 170al IMM 170.0 170 110.01 %IN Int, me in. 11&0 = 17" 1275 jStg 2137 Ina 12H ftlat 2m Rich I Iom .1, Ing ION InA Via 1704 INS; 170.01 INS Ina 1 14M 1 IMO I Jim local IM 170.01 I22S InA 19(3 170-01 1315 Ino afn "a ASA Vill 170.0 MoS IMA 21U USA I= 102 ON Ina 1530 No, 170.0 114 170.0 07 %"'a low Ina I two 17.01 15?a L70.0 I= logo 1704 170.0 1322 140.1 two 170.0 4o, two two I .a I. ,,, Im Iml law !".a Sm via INS =7 101 781, 1 17,10 1151 170.0 07 170.0 JUM ISSI local 1118 Ina 611 710 12M 1704 INS MZT. not IMA 1 1474 jHt[ INI im low It . Mil Nam IMD I= It" a IZO .... Scia _ �l low Mo 11" ilia Iwo �704 3 �!9 17; 1 !on L11.21 ! 0 M 405 ISIS 101A 1147 74a I'M �!Z ago 1105 65.9 130. m low Mla 147.4 1229 [17U 151A INS 1211 -,1:- 2's im K 3 K, I'm 1112 2 1061 a WIN 737 1=0 M.4 Iota Iota 61A 61A 1229 1229 na IS No 7 61,9 on I Im 07 Wall IMA 071 ,.A INA "I _yl sea No ZI ! "I !,I Ea -Z No So T, -na Iml 01A I m 1 III h "A 019 at, "A m no Ila to .1 So I Sit -sm -K;e sca -L" TIN T W.7 1 7" 17 7 Wl 9 -il-0 _F74- 12ott TSA IN VA 716 ag M MA IN a IN -�S -5-5 C772 -W cu- W ;N 1. IMII 43.7 No MI ON 36A No 37- M. AnchorClip Pallona I -` �. flessna. 1106bal 02SM MSIW . a H,SU.w.. I lirm.un.. 1=1 Alocal. Svw((W)Sa�(35) G-Saa) FIGURE 1: FIGURE2'. FIGURE 3: FIGURE* rm. u q-pe. a] FIGURE& FIGURE 61. F-] 17 m m FIGURET. FIGURE& FIGURES: FIGURE10: ANGLE CUP (FIGURES5&6) FF� MUST BE USED H H-11 r .1 IN PAIRS, VALUESI ARE USED IN ME EKAMPLE ON SHEET 24. USE THIS TABLENOTES, 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETSS 24 FOR GEN MAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MUU. LENGTHS ANDiOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEIETS 2143. HOLES TO BE DR(LUSID IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE 4) SUBSTRATE&. CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND G (CMU) SHALL CONFORM To AsTM C.00. WOOD SK� 8 E PRESSURE -TREATED YELLOW SOU ALUMINUM SHALL BE 606�TS AND BE A MINIMUM OF.126- THICK. STEEL STUDS TO BE A MIN GAUGE). STRUCTUR� STEEL TO BE AT LEAST.125- THICK AND A36. AUL ANCHORS INTO ME THREADS BEYOND THE MATERIAL. #10 & #12 ANC*IORS INTO WOOD MAY BE STEEL� I B 8 S.S. TABLE FROMIRIE TX4'X.2VMULUON * %, : . ' '-. I( Nv. b8705 :a, Win t, U14 Tots Men 01. 1 looke two, 1 14 b I Jose, . Ract.enTAST Tinprul". Tvnorms. Rt=. 7,= RalInnodor I T.,FM.l R.t.9- Two d.wS, TWww IT ww.q. II.Iwrqm� TepIrdo's �sn,k I IN LoadW Win, �g �Jow useng On, ,J., L." Low. Lanning 1 2.GX25 L. .Ss Saris N Alone T b 11 1110 I Qh 117GAI 52D I V0.01 Sol I".0 1 7" 1170.01 478 ITU I M 1170.01 510 ITOMO 115 17" Sol 111441, 0 ITS01 on 170.0 1 14M 170.0 j_!LI _ 11, Bn jZ21 %417 170.01 m 170.01 17M Imal No L N m 17, F40W 11".01 TO 1170.01 M 1170bl We 117D.01 Sell RO-0. In, IT71121 oml- 170.0111331170.01 "1 70.0 tons I.. Z; I '; do -I. I "' Mg -In III IF`O 1 IMS 117001 on iNAI lf"Ii7ool M 17001 Ins n.0 747 "A 14M 170.01 JIM 1700 1 Im wag 1 7W 170.01 m 170D 1 70 170.0 1 not 17 1ZO ".I ". I Vto Tot iTO.O INS 170.0 90 17MO 1 14M 7.-. 707 �T.O 1 M� i : i � 'L�.O. i W!ll 17QO 517 ilojO 15H 1700 1213 170.0 1 SIT 170.01 =1 170.0 me Im.) 23" 17 0 iloo "I voo low van 7" im no 0.0 170.4 Imo go TOO Imoo 170.01 U70 170.0 ION ITOU) 17 IT 5 11, J12 1-5 'TO ses 'M 'so JIM .. no HIS 17.. UGH I. I I. 'S in, ITT. oM 'ITS too ST. 7�0 12 _. 2 I?Dkl 745 1170.0 lite In.0 a% 170.01 Im lywo ow ITOO fm Im.0 Joint -J- troo IND licto I* USA MI 170, JIM 170A =3 %Me 1171 ITMO "IS 17 Lin 117ZO. I. Onsh 1170.01 974 170.0 7" 170. 170.01 Iw mo 1 tm 1,01 IM IMQ I less 170.0 1 IT, 170.01 JIM UOIO JIM 1700 1210 170.0 = ITU 145 170.0 W27 1704 I2W IMO 3117 17 In 1170.1 loss, ----T In. So 17 $TOO W5 1 '0 ties m T11O. 0 rri, I a 170.01 Jim i7c.0 I ins 17" 1913 170.011315 170,1112116 170.0 JW 170.0 MW 170.0 14M 1700 20M ITSO JUST 11001 MOO So VOID 114 170.0 SIT Ino 1704 1704 F&O M 170.0 tMS 17SO 202 170.0 1 170. m 110 all "so ono nen 11 7ab 3Wo Ti -51 Doo 07 imuo me w"I ills 17001 Joe, 170.0 IM 17AQ less 170.0 -in 170 1474 IMO J70.0 IM 170.0 27M 170.0 170 170.0 =3 .0 no Ion So I "so N 110 �! 0.0 is jjUO In 170A 2125 10.0 3413 IM.0 2273 1315 3 wo, 17SO Ilas 17" it" IT&O I'M 1 0 Im ITOAO 184 ---14z ITO IXD I= Ina !1 170.0 Jim in.0 _ k- - -n! 27 IBM JIM -741i T- M Into IBM �!015E 170.0 M ITQ0 JIM IT" IT, nee 170.0 M IMA 31M 1740 2131 IXIA 3199 IW 24M lao most is T. ITS. 0. -Z. "So JIM IST 31 7- U OUT . :f tolfin VOLO Im 70.2 14M 1704 1213 0 VPOUO 2231 ITS mo WSO =.111.1 1 1�5 TM It 11 met I , M.0 2701 Imolm ou V61 it Jim 170.0 Im R JIM r ?so M IT" 14" Im.0 Im mi Jim Imil m il"ail #111"m Im me Imo !21111 Z L I- -i 2M 110.4 ZIO lim mn T2m lives; 97B Isen 115.11 2UO $5.4 VU R IS T-oo iniTi-7ax 7w- 1700 2125 1701)1 111SM JjC4 Stot IMO Von 1333 2252 141.4 22MT-116 rivin I . Son 1.1] .12 OLD tan V2 SoM, �IM 07.5 M2 0 1. 1.11 105 as, IMM ol.6 ISIS, FU JIM, W.? IMQ 60.51 IRS 72.3 1373 no 1W I So, I 13M 1511 1 IM W.0 13M 0.7 1514 142.2 1 less 39.1 JIM 4 4-11- it SET, 'No M 0 A..h.rCPPPAftmlt 4=1 me 1 7 1 S- m So So So 1 IT Sin 114-EU,O ui. AW*GSOI n.eG!QS..(WJ 8�033) I EJQPU.�Vyi ` 1 1.11, 1- - I- T- I 1� I - - - FIGURE I- FIGURE 2,1 FIGURE 3: U 0 s FIGURE 6: FIGURE 0: TABLE NOTEST FIGUIRE� FIGURE 8: FIGURE W. FIGURE 10: FIGURE It: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFO LOADING. SEE SHEETS 24 FOR GENNERAL INBTALLATION METHODS. 2) MEAR INTEBpOLATJON BETWEEN MU11 LENGTHS ANDIOR OPETING WIDTHS IS i 3) MULLION AND MUUION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENS111110 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTION" FIGURI27. SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROX]MATE HOLE LOCATIONS. ANGLE CUP ') SUOSITREATES: CONCRETE SHALL CONFORM TO ADS 301 SPECIFICATIONS. HMO (FIGURES CONC, BLOM UNIT (CMU) SHAU. CONFORM TO ASTM C-90. WOOD SHALL BE PIP 5-7) YELLOW SOUTHERN PINE WITH AN SG OF D.55. ALUMINUM SHALL BE 6063�TS AND Sp MUSTBE THICK. STEEL STUDS TO BE A MINIMUM GRADE So AND.OW THICK (18 GAJWE)� STRUI USEOM BE AT LEAST.12Y THICK AND AX ALL ANCHORS INTO METAL SHALL. EXTEND AT L" PAIRS. THREADS BEYOND THE MATERIAL. Oil) & #12 ANCHORS INTO WOOD MAY SESTEEL. . . - f Zw m 'ANCHOR I MATION ON I WABLE. I SEE SHEETS SHOWN ON -ND GROUT -FILLED SUR&THIMITO NMINIMUM OF.1217 �TURAL STM�n :TO T3SCRIEW 4S.&OR410S.S. MULLION 58705 FL P.E.# I I Win I lom I mm I wm I Wk I Ix. TABLE14U AmhorC.pn T.bIb(l 1) I Mda mvilt. 7—ninn, VIVEk.W WIVR.u� AnchorClipP.Mms �..mj I�r I gr 1 7 1 1.- g, 1 1.114 1 iffilf, TABLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEETO FOR INFORMATION ON LOA)ING. SEE SHIEM 2.4 FOR GENERAL INSTAILLAVOIN METHODS. 2) LINEAR INTERPOLATION B�EEN MUL LENGTHS ANWR OPENING WIDTHS 13 ALLOWABLE. FIGUREJ: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOV41NG DIMENSIONAL RESTRICMONS S14OWN ON SHEETS 21� FIGURES SHOW SUGGESTED, APPROXNATE HOLE LOCATIONS. ANG� CLIP MUST BE USED IN PAM. 4) SUBSTRATES:' CONCREVE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROW -FILLED CONCRETE BLOCK UNTT (CMU) SHALL CONFORM TO ASTM C-90, WOOD SHALL BE PRESSURIE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF O.W. ALUMINUM SHALL BE 6D�TSAND BEA MINIMUM OF.126d THICK. STEELSTUDS TO BEA MINIMUM GRADE 33AND.046P THICK (IS GAUGE), STRUCTURALSTEEL TO BE UEAST.12V THICKAND A36. ALLANCHORS INTO METAL SHALL EXIIIEND AT LE13T 38MEW THREADS BEYOND THE MATERIAL. 010 & #12 ANCHORS INTO WOOD MAYBE STEEL. I" S.S. OR 410S.S. FORMULATO TABLE THE MULLION PC, Mullim. Capalty T.bI0 (IbOW) OponIng inA ons) or Op a It I I a H 0 19 111 aW WA Z=�Db IiMs rladloni) am Iwm Ian ww am TOW I Bob Mob 11V 30 00 1 v"mN` rm.� I,,Jdng implod"Na. Lcmag T"J" Rmcccf� I IcNIN! IVWTAM wallop mmm"Inar I lao �Pffl%fts` R"-w- U"q 1mrfol = N U- M.,76a, �dq W.,Ju I I 1womm IcNN DEQ.AL DAYMULL In hi I I I I I I I I I I ug I I I i I I I I I I I 111 111 1111 11 11 11 11 2, 11 1 11 1 11 11 1 11 1 11 1 42� IM01 aM I InAl M L10 0- !.1-1 i7oh I all 117ohl wo 7 M 1".0 1 519 17ao 11151 170A 1 521 "A I M' Incal 14" Ino NJ U11" M VDA I call 40.1 1740 741 INA In' MI 0 In MA 70 I= M I.i 1 2. 170.01 on 117UI M 1.7 nU) I= Ian 170.9 580 -11M.01 M 4142 Ian IM M 50.025W 11711.01 747 an 0, M 2. li". �Z:; W Too I $�O41","l Joh $ I- loss Ucl lau) IN 117.31 03 �Wal IN.01 766 I= 1443 17MO ?a um ilobi w 0- PIM-ld P* Ina = 170.0 am .a 0 "o oa, _. 1- I=., Iow I"ATNI 10.11 M 170.0 M170.01 NJ NJ 01 W1 1- I INA NJ wh i7ob I uh I Ina nor 1 too ll"'o 0*0 0 "a. . act .4 97A 12ta 10.1 013 W 1238 10.1 013 111 121611AI '. 71 2 To.. iV 71.HLO Z 160.21 IIN i INA 1 03 :!1!11 1. .01 N. 1 'aaa " Na 110 JIST NJ XJ 110 1212 M 651 Jim ". IX2 I. 070 !�t 074 Z ! M41100115SAI NJ is" I INS 114" 1 M 114.31 INS I IoLl 1 5w loth IM 12141 w 114 L- - IN 6 INA of : 67.1 INS JOBS DID 7 72h 1140.01 600 1 4. 1 1 17A -a Ina wo w M 004 M 2L2 'M 112 a _ �I.M .2 KT US 702 03 "A M 214 US "In hal 00 no I IL..41 R 95.5 7610 N3 .1L US �7. -20 1. �.3 700 713 80 40.9 ?W 05.1 M cl.$ M 02.1 -W2 Oro -W 37A 7 No "NO OW -F"- 78 IJ IMA U7 2:1 Mt IN w 832 U. not 1 V.1 %I not ".6 at. K4 70 - A? W 0,2 70 NA M 3 III M US 7-0 a 74A an NA No 641 03 �41 A all 409 4 T:4. =0 M 362 452 M M 73 W 7-5 W -�M- 3 IA -EWE U2 a h A 4 st.1 "I OX M 51.5 4 2A 42A 40 "A 4v 4V S, NJ 1, NI 297 V" -wt 4. 24.5 40 .1 W- 400 .2 495 - me- - 7" -- we Ll loth W QA 333 xe ash US ne a 391 MA No M w 22.11 No No 17.4 091 10.7 321 14A _!tl_ 17A 315 JIM 35 3M 392 I US us MCI 370 JUZI 330 Vj VA 370 aa as US 24A no 12&31 an 21A no 22A F310 IQL2 312 ISO 3M 11.1 US loth A 317 30.0 US 7 21.7 317 MS Sto = 100 ITT I JOA I .. - - - - - - - ISIS, 17h no PLL�6 An or StRel T01,01n) - 2.1k Cama In. WE 11r.0 k. tv N. JWSSElcol I- 7.�nffl.- NIOSt.T 16=-pa) 012 StaM WtWEaUthl" 114-Elmll"an Ull, vie- Ew. Ulm. IW&GUil A110 US. Awn(Uw sc-00i '1.1128t S1 I Anchor CUP Parterre , 1 a 1 1 c- I - I ... - 1.114 I-t -- I ww I I-ve I I I gig i I d U.mm, UNS. 1�1'eig ft limma on. I I SA..QZ?I- FIGURE i: F I F --1 FIGUFUEZ F .1 F--1 FIGURE 3: r7e] ANGLE CLUP (FIGURES 14) MUST BE USED IN PAIRS. TABLE NOTES, 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) UNEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS AU-MABLE. 3) MULLION AND MULLION CLIPS SHOWN ME NOT TO SCALE FOR EXAGTDMENSIONS- SEE SHIMS 2143. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-21 FIGURES SHOW SUGGESTED. APPRO)UNIATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. 140MOW AND GRGUT-FIU.ED CONCRETE BLOCK UNIT (CMUI SHALL CONFORM TO ASTM C�90. WOOD SHALL BE PRESSUR&TREkIED YELLOW SOUTHERN PINE WITH MSG OF 0.55. ALUMINUM SHA1 85 606346AND BEA MINIMUM OF.12V THICK. STEEL STUDS TO BEA MINIMUM GRACE 3ol THICK (18 GAUGE). STRUCTUFUN-STEEL TO BEAT LEAST.12Y THICK AND�. ALL ANCHORS INTO METAL SHALL ATLEAST 3SCREW THRMS BEYOND THE MATERIAL. #10 &#12 ANCHORS INTO WOOD MAY BE STEEL, I" S.S. OR410 S.S. !D&! ="l Nw 58705 . �jrt z.,AY NF or v- [ON Opening (fcw"rt[ca*sqWvWmmwI=)0 wM ponfilgHolghtlarhodavitOW-JIP "M mul=) 701. 101. ImIA 1400 Imb 3.26" 46 R.It.W. T."am. RX!Mmwar 1hpffillic- 1101.1A - I TIAWMJA; umv ftmagall lZJ,' TuTtOAo. LWER, R.WWWX wac'- WAM. I RMtMQda T�WTIWAO, Mr uldirg TOOM g LNA" DEO.AL DAYMULL 119 1 11 1 1111 1111, 11 11, 1111111,111 11 1 QM linal ON 1170.01 436 ITOO 1 70 11=1 478 Ina I No 170.01 M IM01 ON iMO PLO ... 1110 INA) 04 6211 1700 1240 170.01 521 17MO 1 14M 170.01 621 1700 IM INO 521 1"311671 lNO I SH Ino ON Ina NO 170.01 IIN Im.0 _�Jg Mall .... :7%0 ON 0" MO 170�O 077 170D PIT 170.0 ON I= im.0 WO 122.0 1 1637 Ina NO ;�111 Z. Ima NO ".a 11 NO I Ino i Oil imo IM 470A ON Ina 1 1196 173.0 TOO I 7 'E7 I IT 0 d7 741 MO 1494 170.0 79 917.11 15% ROO 70 1 -.1 Ts-s2 ITOO IM41 IM Ina 79 Mh Ina PIT 1110.01 012 170.01 OR 1 IMO 1 691 170.0 ilia 170.01 n! 17011 ION 17AO ON N. INA 14M 14. NO 170.0 07 1612 M5 170.0 W IM31 14% Inc 01 110.0 1455 170A 01 07.0 1 145 1700 04 001 'a 1 1 17" 1 JOIN ingl T07 11010 INO Imo I we 157.11 im Inc m vu.? 1 Ims .. 0 170,0 m IM7 im Inc -7 OR -m IN.6 13M 167.1 wo No Im 167.1 on JOB 1339 INI On Z 1 Z' 'a" 1704)] Ilia 170.01 ON 1029 1247 Inki W 14231 1247 Mal M JV7 1524 NO J14.0 1247 iu3 JOIN JIM HcL2 W NA 1217 19.7 M 71.3 1247 13%7 05 L 4. 974 1 iN.01 NO ITOO 11160 INA1 M 1411.41 IHO II ON in.0 1 110 147.01 045 JjOA 11% IX5 ma 103a -i�W JIM) IM4 014 NO IIOC 119.5 ON 742 mo 1101 NO -;W - III a.t 03 .". i 1010 1 IMS 1 977 124.71 1010 1 I44X I ON I %A 1010 127.21 On MO 1 1010 114.71 ON We tw-o Tas- 7t7 7om aria 10101 w .5 ".T 77 wa sas ioul aij mo 1 TOM 137.41 M 14101 74 114.51 m I I= Till Sol W 107.11 761 No M NO 740 NO = N.2 735 0.7 M 013 7" 573 No 74.1 - 7%8 49.1 " 71.1 Ila 4" NO "A 708 780 127.1 01 L Ks "1 726 2-A Mail 615 7, Me ON 51.0 70 WA NJ No ON call -- _K5 01 all -- 01 -- 414 - -- Sol "S On 3LT ON SIT 072 N A 1.7 . W. V ON 6 0 11 011 0 5;'4 GLT NO NA us 4ac NO so 9 97 F- 41A W 70 F47 W 41.5 512 2TI 80 No Oil No W 310 NO "M 02 m " NO JON 560 1 $9.1 ON 4L7 NO 71 4.1 �4 ftii No 45.3 453 37.9 MO 1 41.4 1 470 1 Ul NO I Nil 470 "A M 33.4 09 A I M N.5 No Ito No TELT 47 IMM 47.0 49 $7.�171 392 W M2 30 U2 440 No 9 09 31.7 3 12861 NO IMO "a 1211 377 -w NO -7"- 49 -wo- 22,7 -WT NO -3FO 17.1 t.: HIM 44A 425 a Lk:-f !.a ON 315 ON OLD an VA 44 20.1 7 4.5 425 1 N2 1 ON 1221 425 1240 m fm� 142 NO E ON �E , .9 JIM 28.0 321 21.8 ON no 317 fO4 ON NO 30 No 11 L 144M 20.2 2;T .4 ON 10, a 2M 17.1 NO 1 1 1 1175 1 I I _!r_[7 0 arca INTabloilb.) lak�, M.W. -1 PNOWU I PT� I W. WIVE IA. as E" IWIV E10 18 = "wTvw 'I NIV Ek.uc� 114- EW U�. Aai�atcw '0"�Dgoll 80.1WOOMI O.WaNcl "I AnchorClIpPaIMON I.N. I 14V I I�C 1 144- It IV I -Ile I.,,V I INV 0.C./P)20AWQMIfOiA) NOM 0. 1 0141. 1 1�1. I a M., '2m-'em NO 10 j'-N !!.! -1-1157. IN - - - w + -, -.-.+ I FIGURE 1: F IM FIGURE 2: F--]- 17-- FIGURE 3'. ANGLE �LIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABIENOTES, 1) SEE SI-EET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SWEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MUM UENGTH$ ANDIOR OPENING WIDTHS IS AMOINABLE. 3) MUR.LION AND MULLION CUPS SHOWN ME NOT To SCALE. FOR EXINCT DIMENSIONS, SEE SHEETS 21-23. HOLM TO BE DRILLED IN THE FIELD FOLLOWING DUMENSIONA. RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. MOD SKAU. BE PRESSURE -TREATED YELLOW SOUTHERN PINEWITH AN SO OFO.55. ALUMINUM SHALL HE 6063-TS AND BEA MINIMUM OF-125' THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045' THICK(IS GAUGE). STRUCTURAL STIEEI.TO BEAT LEAST.126' THICK ANDA36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATIERIA- #10 & #12 ANCHORS INTO WOOD MAYBE STEEL IS 8 B.S. OR410 SS, . ANCHOR CAP. - A q . is �v .P0 AILOF .376, MIN. .37Y MIN. "--,125" M w! ..... I .............. j ==MUM CMATEF-UP. SEE MIN. DUAILF.SkEET4 .3wMIN. A I u alp L 6013�TaAlum. tl� TOPOEIN STANDARD CLIP ew�Te ALUM HOLEMUSTLIE TOPVIEW BOUNDARY. am XV MIN. ZC E7� 0 F AMC H OR mom MUST M W , TH ITHINTHEESHED BOUNDARKSEE SHEETS�UFOR7HE ANCHORO.C. DISTANCE. MA>UMW ANCHORHOLE DAME11ER.ANCHOR DMEWR-1115'. NEW,= I-X2.7VX..6WMuW0N 60E�T($ALUU. X-SlIGRON --i �—.126' 2.1 MANGLECtIP ffl*�UALUM ,SECTION 00 ------------ 4 IDISANGLEC1.11' A --------------------- lv"�w CENURIFANIIIIIWIIMIMLIE�INVE D=0 ANCHOR O.C. DISTANCE MuCMUMANOHOR HOLE DLAMETERMCHORDIAMETER' 1116� PGT Part Mullion Bid. Clip 10ffw(Cllplo U-Cllp jAngloClIVI v xr x.i2e, (5) 66605 666113M 668`11118M 665243M 6665ttM 1'XZ'X.37V(6) SSM 666114M 6661110M 688244M 666512M 1'XZ76"X.37S*(7) 66807 6MI15M 601120M M45M 666513M • X 2.76- X.650" (8) 79116M 1121M 6M 666614M • X3.125- X.500` SiEW 68iII116M 6�1114M 6W242M 6M'6M 1,25- X3.lSr X.261? (12) 6�IM 1117M 1113M IM 6811516M 1.281 X2.11" X.126' (18) 69370 NSA NJA NIA 668517M NOTES: 1) HOM TO BE DRILLED IN 7'KE FIELO FOLLOWING DJMENSION� RESTRICTIONS OWN ON THIS SHEET. 2) SEE SHEETS 6-20 FOR SUGGES71ND, APPROXUwATE HOLE LOCATIONS & ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION MECHODS, TA13LE A Dimenslonivalue Qn)l ForMultion; A 1.626 r X2. X.1m, Alurriffmin Tbe Mullion B 2.654 C 0-895 D 0.740 A 1.125 V X2'X.37 S. Atuintnum Tuba Mullion B BAN C O-M D OA90 A 1.875 2.71— X 11C.IR II., 3'7o6XA In Tube Mulflon I B 0()l I C 0�I D 1.118 * AM Mind * 1.342 V X2.75P X .650, Aluminum TOO Maw a 3.00D C 0 �.-47-6 A ZOOO I' X3.126X .507 Alum Tubo Mull B 2w637 C M803 37 A 24US JaVX3.181V X.2861 Alum B 3.282 C 0.662 1.762 Tito Mull ffA 1.813 1.26'X2.1l'; ..IN2bl-Alum 0 Mull �XNN kj�e '11, �? .. ......... I-XVX.i2W vxexxv MULLION MULLION 6063-TeAl-Um om�Tmum. X-SECTION X,5ECTICN AAEAOD i.02V 1- 1.25'X3.2VX.Iff MULLION GOOS75AUUM. X41ECTOIN 30- BA) 0063' X-61 .22W] �-.�,,4 —1 .82V 1-- —1 .82v 1— I�X3.25'X.82V 1.25'X&O�X.62C MULLION MULLION 6OQ&T6 ALUM. 0005-TBALUM. X�ECTICN X-SEOPON -1.740- .125' STANDARD CLIP 21 E6W�TOALUM * H m 2.L L2XSAMIGLECUP X.SECTION U�CLIP 6061"Fe ALUM, ti p X4ECT I I em�WAUUM X4ECTLON 12V A25' X-SECTION ------- I - - ------------ 1F- 126"T CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS &M FORTHIE ANCHOR O.C. DISTANCE MWIMUM ANCHOR HOLE DMETER: ANCHOR DINIAIETER - VIC. I' .� �alo- �-MULLION 606�TBALUM. 312W X.SECTION .376- MIN. 2.8F76' 17V L ENTER OF ANCHOR HOLE V WITHIN THE DASHED BOUND SHEETS �20 FOR THE MOR DISTANCE. MA�QMUM ANCHO — 3.469- ;�� 5.5( 3-7 tan- 1 .12 �IN. C46' Z250 12 LION Um "OT �-.,T. .4 7An---n MOTO: 1) HOLES TO BE DRILLED IN THE FELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS rW FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEET$ 2.4 FOR GENERAL INSTALLATION METHODS. I o.� 1. MATEMIP.SEE TAI.F,SHEET4 I T F STANDWRDCUP 606�Texum. TOPMEW OFFSET CLIP 601M.Tmum. TOPMEW CENTEROF ANCHOR HOLE MUST UE WITHIN DMETER! ANCHOR DIAMETER - 111W. U-CUP OM -TO ALUM. TOPVEW I ��— - IDw,wIwIVAIv, Bull For Mullion: I I L--- —, Owen — — "' F awl I'XTX .12V A] I m10 1 F a 1.938 11.2v xazo, All mr, Two mulfion G H LOSS 2.M 3000 H 1 1 32M F 1181 V X4' X .375- ou F 0 2,625 1,125 1.25' X 3.94- X.024- Alumlnmul TulouMulflon G H B767 2.430 3000 H — 1 M ::1W 1aou F Z25WO X31" Aw AlUnInure TLi* Mullen F — 2.813 law 0 H 750 1.50) F , 2.675 WIN, 191, 1 3.260 Mull 01 ... do. �-q- PGTPodt -iziii.. ��Il, !mgTICU�p 1- XV XAW (10) MBJIIM W112M 5 Hn. j'X4-X.O75"0I) ONIO MH2M M1123M 6=42M P X4- X.375? � (11) M53 -98112M WJIM 68a2M W X3 2V X IOT (13) -ZFW- -aSI127M �024M 66�iom -f'W- X3 2V —XW (14) wel —Im -6 ilim =411M 11111 X024 (15) 0162 6911IN 1126M (�41M —(I -�g NA NIA NIA _j99- —NA MA WA C( . AXI rLORN .......... WLIA - FL PfitS'705 TABLE E Mull DImanslon n (shoct#) POT ParI4 Mullion I Std.CIIp I U-ClIp jAngloClip �', �x 16 �x 1 06002 1 666201M I 686271M 1 ! ry � 86604 1 W6262M I 066272M S16-1615i!,!2M NOTESt 1) HOLES TO BE DRILLED IN THE FIEU15 FOLLOWING DWENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS &M FOR SUGGESTED, APPROCUMATE HOLE LOCATIONS. . 3) SEE SHEErS 24 FOR GENERM- INSTALLATION METHODS. NV MIN. .25W ZX4'X1V MULLION 6063-TOALUM. .0 1 X.SECTION .250' t-2.00--1 rxa.x.m ' MULLION 8W3-T6AUUM. X-SECTION .375- mi q— STANDARDCUP -To ALUM X,SECTION -S I EE MAIL F.. . .37F SHEET4 MILK STKNDARD CLIP L, O�TCAUUK SEE Tomm 377 FMIN. --------------- -------- --- ----------- I STANDAROCLIP 80113-TOAUUM TOP MW V LA U-CLIP 2M ANGLE CLIP )3.TMUK G�Te ALUM. �SEGTION zow X-SECTION 126' 3.43V J-CLIP.61�TBAUUM, 'RZX4'MUU.0N,6HEET1 TOWIEW CMTEROFANCHORHOUEMUSTLIE WTHWTHEDA�HEDROUNDARY.SEE SHEETS$ 2�O FOR THEANCHOR CC. DISTANCE AxIMUMANCHORHOLE DAMETM ANCHOR DIAMEIER - 1116'. U-CLIP UUSED MR 2tNX3G�"MXQUl&,§dFET 17 yom� VS ANGLE CUP 606�TeALIJM. TOPMW N.. 58705 i ) I os'l I i EXAMPLE I- SINGLE VERTICAL MULLION ME BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4'. THE OPENING REQUIRES A DESIGN PRESSURE OF -OD.01-60.0 POP. I n 111- 1911 �—Sm SEE F FMCSTRATION Ouxts. PRODUCTS SHEETS APPROVAL 24 Ir MmUm DESTONA WEETS 23 EXAMPLE 2,. MULTIPLE MULLIONS 1) INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABI MULLION LENGTH 15 72- MD ME OPENING NOW! 15 32--32-1- =65. REFERENCING SHEET 25, ME COLUMN USING RECTANGULAR UOQING MUST BE USED. SCAN ME MULLION TABLES FOR A MUl-UON THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2414' AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF -60.01M.0 POP. IF THE TABLE DOES NOT SHOW THE EXACT SIM, USE THE NEXT LARGER SIM AVAILABLE. FROM TABLE 3A, SHEET 7. THE 1- X 23F X .375- MULLION (LENGTH - 7r, OPENING WIDTH - W) MEETS THE DEPTH REWIRED. HOWEVER THE DESIGN PRESSURE IS .1�583 Pff AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE M. SHEET 8, THE I - X 2.75- X.OW MULLION (LENGTH - 72*. OPENING NOW - 70') HAS A DESIGN PRESSURE OF q-72.7 POP MICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MY BE USED IN THIS APPLICATION. NOTE ME ANCHOR CAPACITY REWIRED OF W WS. 2) USE TABLE 40 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WIN (4) #12 ANCHORS AND THE M ANGLE CLIPS NTH (4) 412 MCHORS HAW A CAPACITY OF SEE LBS. THOUGH EITHER ONE COULD BE USED. THE STANDARD CLIP 19 EASIER TO INSTALL. 3) WRIFYTHE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED NTH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE. OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSEALUED IN ACCORDANCE NTH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES MID FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +1.0.0 PER THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF NTH AN ANCHOR CAPACTY OF 06 LOS. ALTERNATIVELY. THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE MCHOR CAPKITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 0 PEP; (60 PsF)x 636 LOS MOMS (MAYBE USED TO QUALIFY 0 10 STEEL SCRIEWS FROM TABLE 4B) (-Tl —74-1 ) = THEBUIUDING SUBSTRATE IS KNOWNTOBECMU ON THEJAMOSAND USESACONCRIETE HEADERAND SILL. THE WINDOWIFFAME DEPTH 1232-31T.THE OPENINGREQUIRESA L L DESIGN PRESSURE OF -50.01-55.0 POP. FOR THE VERI MULLION: —< 1) INITIALLY ASSUMING T14AT A I - WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 3T.lr'IlID5' MO ME OPENING MOTH 13 3F.36�1' 43'. REFERENaNG SHEET 25, < ..z THE COLUMN USING RECTMGUlAR WADING SHALL GO USED, SCAN THE MULLION TABLES FOR A MULLION THAT Is AT LEAST THE WINDOW FRAME DEPTH OF 2� AND WILL mo MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +60.01-55A POP. IF ME TAM DOW NOTSJIOWTHE EXACT SIZE, USE THE NECTLARGERSIZE AVMLAIEM. FROM TABLE 3A, SHEET7. ME V X2.76' X Z75'MULLION (I.ENGTH - IOV. OPENINOWDTH - III MEETSTHE DEPTH REQUIRED. HOWEVER THE DESIGN PRESSURE IS .1-16A POP !2 AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TAM 12& SHEET I$. THE T X 4- X.260- MULLION (LENGTH - I OW, OPENING WIDTH - SOI HAS ADESIGN PRESSURE OF �144.7 PGF WHICH EXCEEDS THE REQUIREMENTS 0 FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE ME ANWOR CAPACITY REQUIRED OF 971 WIL BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2- TO THE WIDTH OF ME MULLED UNIT. THE ADJUSTED OPENING WHYTH IS 361 NOT 73' AS PREVIOUSLY ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY. THEWNDOWAIDTHS MAYBE REDUCED TO MAII ME TOP DIMEMION 2) USE TABLE 120 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE. ASSUME WE POURED CONCRETE HEADER MID SILL ARE r WDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE W. CARE MUST BE TAKEN TO MAINTAIN THE FAISTENERS EDGE DISTANCE. USING THE STANDARD CLIP WITH (6) WIT ULTRACON MCHORS At AN EDGE DISTANCE OF 2-1M GIVES AN MCHOR CAPACITY OF 1050 LOS MICH IS GREATER, AND THEREFORE SUITABLE. FOR THE REQUIRED ANCHOR CAPACITY OF 971 ME. FOR THE HORIZONTAL MULLIONS: BECAUSE THE VERTICAL MULL WILL BE A 2- X r X MT MULLION, IN THIS EXAMPLE WE WILL MATCH ME HORIZONTAL AND VERTICAL MULLIONS, �MRNATIVELY. MOWER MULLION TYPE COULD BE CHOSEN. PRODUCTREVISIED 1) THE MULLION LENGTH IS 3V AND THE OPENING HEIGHT I$ 3r.?rQ- .1 OT REFERENCING SHEET 25, THE COLUMN USING MAPUOIDA-,MMGLLAR LOADING MAY BE - 120r) HAS A DESIGN PRESSURE OF 1.170A PSF MICH EXCEEDS THE ascomplyin %viI B. 10-0 2J a USED. FROM TABLE 12A, SHEET 16. THE 2- X C X.25W MULUON (0 LENGTH - 421, OPENING HEIGHT REQUIREMENTS FOR THE OPENING AND MY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAI'ACITY REQUIRED OF 521 LBS. A� 1, E ii 2) USE TABLE 12B TO FIND THE ANCHOR TYPE. ANCHOR QUANTITY MD CLIP TYPE MQUUMD MR THE CMU SUBSTRATE, IN THIS EXAMPLE, AWUME THE CMU AMBS AM W By WDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN ME W, WE MUST BE TMEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. USING THE VS MOLE CLIPS NTH m ft." (4) NIT ULTRACONANCHORSATAN EDGE D$STAHCEOF 1-GIVESANAlICHORCAPACITYOP5401.88MUCH ISGRUYITER,ANDTHEPEFOMESUFTABLE� FORTHEREQUIRED ANCHOR CAPACITY OF IGH ME. ogj VNN 4) FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION. USE THE SAME ANCHOR CAPACITY OF 521 LOS. TOM 129 FOR THE U-CUP SHOWS ME ANCHOR i� .. v " CAPACITY IS 1074 LES MEN USING 3 ANCHORS, WHICH IS GREATER. AND THEREFORE SUITABLE. FOR THE REQUIRED ANCHOR CAPA�ITY REQUIREMENT OF 621 LBS, ME ' MCHOR TYPE IS A012 STEEL SCREW Nu. 537 05 FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: .1-64.7 PEP MOM THE VERTICAL MULLION; -1-170.0 POP FROM WE 36' HORIZONTAL MULLION ATTACHING TO CMU; -1-170.0 PSF PROM THE 3V HORIZONTAL MULLION ATTACHINGTO THE VERTICAL MULLION (INTERSECTION), WOULD APPLY TO ALL OF THE MULLIONS. 0 RloNe` THE LOWEST DESIGN PRESSURE IS +1.64.7 POP MD 0 VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WTH THIS MULLION SYSTEM. ME LOWER DESIGN PRESSURE. OF MULLIONS OR FENESTRATION AND THE FENESTRATION PRODUCT BE INSTALLED IN ANIMIURAO.E. PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION ACCORDANCE NTH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLIOM . FL P.E.0 543705 I -- - A- - -- --- 11 p OPINION! m VOWN 'I �' polo WADING OF VERTICAL MULLION SILL OF WINDOWS NOTANCHOREO m SPA ,Apo MIT, LOADING OF VERTICAL, MULLION SILL OF WINDOWS NOT ANCHORED 0/0 "'o LOADING OF WRTIM MULLION NTH INTERSECTING HORIZONTAL MULLION LOADING OF HORIZONTAL MUWQN WTH INTERSECTING �QAL MULLION LOADING OF %ERTIC& MULLION PANEL OF HINGED DOOR IS NOT CAPTURED ORANCHORED WITH EXAMPLES OF TRAPEZOIDAIUTRIANGUILAFt LOADING! LOADING OF HORIZONTAL MULLION (2) HORU!ONT& MULLIONS LOADING OF WRTICAL MULLION — — — — — — — — — — -- LOADINGOF HORIZONTALMULUO 10111,120 . . . . . . . . . ....... LOADINGOFWRTIGALMULUON T, m WAI)INGOFHORIZONTAL 8 NOTES; ARGOUCTURVISED i) ORAWINGSARE SwIji,CW. RERESENTATIONSOFTYPICAL CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSESHOWN. 2) IF THE LOADING TYPE CANNOT BE DETERMINED. USE �O ........ -N RECTANGULAR LOADING. oG 3) SEE PRODUCTS' APPROVAL FOR 68-fm ACTIUALANCHORLOCATIONS. 'Orel it �'Xd