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HomeMy WebLinkAboutNOASCANNED BY MIMIAW E St. Lucie County MIAMI-DADS COUNTY ME PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w .miamidade.eovlec000mv PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 .SCOPE: This NOA is being issued under the applica an oWalyled e of construction materials. The documentation submitted hasfin d e County RER - Product Control Section to be used in Miami Dade Conn o 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 AM (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - APPROVAL DOCUMENT: Drawing No. MD-SH2O0-01, titled "Single Hung Window Installation" sheets 1 through 8 of 8, dated 05/11/11, with revision C dated 04/22(16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., 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: None LABELING: Each unit shall bear a permanent label with the manufacturees name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process_ Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#I 15-0528.22 and consists of this page 1 and evidence page E I, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 16-0505.02 Expiration Date: September 01, 2021 Approval Date: June 16, 2016 Y61101* Page 1 ST E CO a 9 U xL RE WE FOR CoU� ED"ION RE IV BY (1{/ DATE _ PLAA'S Aim PERMPI L�IOZP O OR 11 O SPECTION MUST BE NTOB EMUS BE Ir1ADE, PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0614. 01) 2. Drawing No. MD-SH2O0-01, titled "Single Hung Window Installation" sheets 1 through 8 of 8, dated 05/11/11, with revision C dated 04/22/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of series SH-200 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6479, specimens 1 thru 26, dated 03128/11, 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-51 Edition (7014), dated 05/22/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted underprevious NOA No. 15-0528.22) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5,h Edition (2014), dated May 2, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 2, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 1. 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 09/01/16. Manuel re z P.E. Product Contr Exa . or NOA No. 6- 5.02 Expiration Date: September 01, 2021 Approval Date: June 16, 2016 E-1 GENERAL NOTES: SERIES 200 NI , MPACT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (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 C90 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 TABLE 5, SHEET 4. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. I WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.1PP' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5 & 6, SHEET 4 & S. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE. STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 331/3% 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 FTL-6479; ELCO ULTRACON NON ELCO CRETEFLEX NOA; ANSOAF&PA NOS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. 10) THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES (FLANGE FRAME) OR 4001 SERIES (FIN FRAME). WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2 & 3. 53-1/8-TII 52-1/8"1 NO ANCHORS 4 REQUIRED IN VISIB FLANGE FRAME HEAD A 8' MAX. FROM L-- CENTER OF MEETING RAIL 8' MAX FROM CENTER OF MEETING RAIL )F WIDTH y{ I+ WIDTH -►{ I HEIGHT HEIGHT EQUALU E PROVIEW/ORIEL ARCRTOPPROVIEW/ORIEL RADIUSTOP EQUAL LRE 9" J MAX. TYP. FLANGE F (TES DESI STAN •201 •AS' gi:AN fie.:.,........ C� No. LW05 .� Silt X LYNN MILLER, P.E. 5 Z -n J N fD q m wi y w m_ y yy G W O N 1p tD W V, C �+ 6 O _ C �p ? n A Zvi S Oe O� p, 1� C W rn m p; °: a Co A Q: c p� n py� RI N O' A W W Oa !R W �S N j w N f� "� S `Y� Oa cD �i u Ip Oaf a N C Q (�^m�^'.' 1pnp_� ,c w m acc (2 �tNpp to a Z /ON,� a 2 N (y�� a 2 a 2 a 22 'P a a 40 a D m au O3 N Y' A Of �. La Ln pp (� � r W N p mi0i' t�pp 1, oa W Se m y O N A N m m 3 £ S + N + + + pO+l ((+�n Ot+n� ((+�n O(+n� (+� (+n ((+�n (+n ((+n ((+�n (+n (+n + (+n (+n (O+�l ((+�n (O+�l OO+�l ((+�n ((+�n CO+l + p+ v+ + `O+l t+n (+n � full CCA to $Nn N W OI N In ? !Jl (n (ll Ol Ul to N N Vl Vl N Vl Ul N N Ol V1 N � Ui .Vol to fn tll 4D W N riJ V � 07 Gf O t0 O h m Ol m W O W V1 o (If O O o C 0 0 0 a o 3 y YD �. + N + A + w + N + N + N + W + + + . + A. ++� + + + + + + + + + + + + + + + + + + + f0 l0 m C d 0 0) N Vt N LO o N N N N ul ON N N yy+ W full N fun N m full (O+�l N OO+�l Ol fon OD O %4 �I C O O V ,ton ,ton ,tun ,(N)1 ,CNn ,full ,full ,full ,tun ,toil ,ONI o W Vf0 m o V W W V f0 V N IJ O O o O iO O W 0 m O N W Coo fN.f C O -� O O O O S F m + yy+s.WOES N N ((+�n OO+11 + 8 ((+�n t(+�n O�+�1 + (O+�l tt+�n ((.n + + + N + + ((+�n + N ((+}n� ((+}n� (N+� tt+�n + tt+l1�l tt+�n + f + 3 N ,1w0 LO W tll Ol W is W to O to O to W W N O N O W W tun O O tun O .toll O N G O N G Of G N O N G (Nn 'C N o N O full C tNT o VNl 0 y ,Si .IViI C V W W 6 A to 4D A V W A A OI A W OD O W N V V A N N N C a N s OWl O + A N t� +l N (+� O + ,+p + toll + 0 + + t+� to + (Nil + + O + tNif t+� fJ1 + O t. tJ1 (+� tll (. OI O+� N + (+� fll (+� t)1 + N t+� OI + tOn + tOJI O+� fn � Lp0" 0 N O �1 N O in Co m N 0 G 0 ,tWO ,OAD 0.- o ,OAS tll W ,f011 rn- N IV V o 0 O V in N o O o V w .+ N V W M W N 0 W W � W W Cl N O m fn o fn O G A V tJ A v� W A N� A fJ V N A tll A N tJl Ol ty� O (11 tl1 O VI to N N N fn to to a N io :N :+ O A A -+ U) ;A 6f A O -+ O iN A� -+ t0 b f0 fJl�l C fnnl O G O V W V W. N .. v V JOB JOB JOB JOB JOB /6 J fO a m? IJ O A O- A A W �.1 y A ,oWi O A A N LO J CO _l/l A Lo t] N OI .O�f fD O. ut W . fn ,LTD N . O W to W O + o t A + o yy+ + N + V +WW + 0 + V + + + O +>y y+ + N + O O+l + ii +AA + tt+nn }} .+}p + yy+,, + ((fnn O N 0 0 Lll O fJl W 6 W O N V O 0 W N LO f0 f+1 Al OD �I W I�f Ol IJ O fJ C O+ N �l O A ,LAo w V N+ O) + O N OD O C O IJ G tJ O T A g��gN��g���Dg��Ng��g������o�o��oo��oy W O -w N V O W N w 6 W N V N N N W O N V A w V O oD O Lo O N o N 0 + V + +NN + + V + LWO + + m + v +aA + t't6' + m + V + W + + O ++a V ,+ + v t+� yy+ + + m + +y y,+y,, + y+ u(+n,+pp +p {+aa, (t+D� y+ (+n O 0 W w G �D T w LWO (D O !n A W A N O Ol t0 N O N (O O O ID O GD N iD OD W O M O Zl lv N W I N 10I 1.1 I 1r7 I L1 I V I V i V OD V_ oD V W LO V W LD ,_ _ ._ TARI E 4: Maximum Window fight' Height sash Height2 () see Figure A, this sheet Design Pressure (lbs/lt) for Glass Type B -J, Fin & Flange Frame Maximum Window Width' 19-1/8" 26-1/2" V. 37" 41" 45" 49" 23" 119116" (Equal Late) +55.0 -90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 -90.0 +55.0 -90.1 under 189/16" +55.0 9D.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 90.0 +55.0 .84.3 +55.0 78.1 37" 189/16" (Equal Ute) +55.0 -90.0 +55.0 90.0 +65.0 -90.0 +55.0 90.0 +55.0 -90.0 +55.0 .90-0 +55.0 -81: over 189116" +55.0 -90.0 +55.0 -80.0 +55.0 90.0 " +55.0 9D.0 +55.0 90.0 +55.0 -84.3 +55.0 78.1 under 15-7/8" +55.0 .80.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 -88.5 +55.0 -81.8 +55.0 75.1 15-7/8" thru 193/16" s +55.0 90.0 +65.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 -87.9 +55.0 78.1 383/8" 19-1/4" (Equal Lite) +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 �.0 +55.0 90.0 +55.0 W.9 +55.0 78.1 over 19-114" +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 .88.5 +55.0 -81.8 +55.0 75.1 under 199/16" +55.0 90.0 +5&0 90.0 +55.01 90.0 +55.0 -86.5 +55.0 �.2 +55.0 -73.2 +55.0 56.: 199/16" thru 22-1/2" s +55.0 90.0 +55.0 90.0 +55.0 90.0 +65.0 90.0 +55.0 -89.1 +55.0 78.5 +55.0 70.1 45" 223/16" (Equ21 Lite) +65.0 -80.0 +55.0 90.0 +65.0 90.0 +55.0 90.0 +65.0 -89.3 +55.0 , -78.5 +55.0 -70.1 over 229/16" +55.0 90.0 +55.0 90.0 +55.0 90.0 +65.0 96.5 +55.0 -80.2 +55.0 73.2 +55.0 56.: under20.1/8" +55.0 90.0 +55.0 90.0 +55.0 56.0 +55.0 91.8 +55.0 75.7 +55.0 59.2 +55.0 52.1 20-1/8" thru 244/2" 3 +55.0 90.0 +65.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 34.8 +55.0 74.2 +65.0 .65.1 249/16" (Equal Lite) +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 44.8 +55.0 -74.2 +55.0 .65.1 over 249/16" +55.0 90.0 +55.0 90.0 +55.0 -86-0 +55.0 -81.8 +55.0 75.7 +55.0 -159.2 +55.0 -62.1 under 2D-13/16" +55.0 90.0 +56.0 90.0 +55.0 -83.5 +55.0 79.1 +55.0 74.0 +55.0 -97.3 +55.0 -61.1 2043/16" thru 25b116" 3 +55.0 90.0 +55.0 -90.0 +65.0 90.0 +55.0 90.0 +55.0 -83.2 +55.0 72.7 +55.0 54.! 50518 253l8" (Equal Ute) +55.0 -90.0 +55.0 , 90.0 +55.0 90.0 +55.0 90.0 +55.0 -83.2 +55.0 72.7 +55.0 -64.! over .5$d8" +55.0 90.0 +55.0 90.0 +65.0 .83.5 +55.0 79.1 +55.0 -74.0 +55.0 .67.3 +55.0 -81.1 under 24-15116" +55.0 .87.9 +55.0 -75.6 +55.0 .65.7 +55.0 52.3 +55.0 -60.0 +55.0 56.5 +53.2 -53.: 3445/16" thru 30-1/2" 3 +55.0 .87.9 +55.0 -75.8 +65.0 74.1 +55.0 74.1 +55.0 -74.1 +55.0 .65.5 +55.0 -57 ! 61" 309/16" (Equal Ute) +55.0 -87.9 +55.0 75.8 +55.0 -74.1 +55.0 74.1 +56.0 -74.1 +55.0 .65.5 +55.0 571 over 309116" +55.0 -87.9 +55.0 75.8 +55.0 -74.1 +55.0 74.1 +55.0 74.0 +55.0 -65.6 +65.0 -67.! under253/4" +55.0 .83.9 +55.0 -71.7 +55.0 -62.0 +55.0 59.9 +55.0 .67.8 +54.5 54.5 +51.3 51 25314" thru 31-1/2" 3 +55.0 -8&9 +55.0 71.7 +55.0 J -89.4 +55.0 .69.4 +55.0 -69.4 +55.0 -64.5 +55.0 56.! er 319116" (Equal Lite) +55.0 -83.9 +55.0 71.7 +55.0 -69.4 +55.0 aA +55.0 -ODA +55.0 -64.5 +56.0 587 over 31.9/16" +55.0 4U9 +55.0 -71.7 +55.01 -69.4 +55.0 59.4 +55.0 59.4 +55-0 -64.5 +55.0 -56.1 under293/4" +55.0 583 +55.0 56.3 +52.1 521 +51.5 51.5 +51.5 51.5 +51.6 .61.5 +50.0 50.( 293/4" thru 36-1/2" 3 +55.0 583 +55.0 -66.3 +52.1 521 +51.5 51.5 +51.5 51.5 +51.5 51.5 +51.5 51.'. 73" 369/16" (Equal Lite) +55.0 58.3 +55.0 58.3 +52.1 521 +51.5 51-5 +51.5 51.5 +51.5 51.5 +51.5 51 over 369/16" +55.0 583 +55.0 -66.3 +52.1 -621 +51.5 51.5 +51.5 51.5 +51.5 -61.5 +51.5 511 under3131,V +55.0 525 +50.8 50.8 +46.3 46.3 +45.2 45.2 +45.0 -45.0 +45.0 -45.0 +45.0 45.( 76" 31314" thin 39" 3 +55.0 525 +50.8 50.8 +46.3 -46.3 .2 +45.0 -45.0 +45.0 45.0 +45.0 -45.( 39-1/16" (Equal Ute) +55.0 525 +50.8 50.8 +46.3 -46.3 +45.2 -05.2 +45.0 -45.0 +45.01 45.0 +45.0 -45.( ' Tip -to -tip dimensions for flange windows shown. For An windows or buck dimensions, subtract 1". 2Owrall sash height. For clear daylight height, subtract 39/16'. 3 Size range includes the standard Pro -View (3,mr--2 configuration) for the given Window Height. For overall sash width, subtract 2-15116" (ran the buck dimension. WINDOW HEIGHT - SASH HEIGHT CAN NOT EXCEED 53". INSTALLATION DETAILS FC: _ -IN FRAMES INSTALLATION OPTION 5 CURVED HEADER EDGE INSTALLATION DISTANCE ANCHOR (SCREI THROUGH THE FIN EDGE DISTANCE 1.4165" I� J VISIBLE LIGHT HEIGHT 41 EXTERIOR 2.751' BUCK 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 1- EMBEDMENT i EDGE DISTANCE EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE EDGE DISTANCE PER SUBSTRATE, SEE TABLE 6, THIS SHEET \1, 2X WOOD, I \ EMBEDMENT SEE NOTE 2, I \ THIS SHEET 2X WOOD, SEE NOTE 2, THIS SHEET EMBEDMENT r 1/4" MAX SHIM Jff';I 1/4" MAX SHIM TYP, ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE TYP. ANCHOR7YPE, PER SUBSTRATE, EMBEDMENT AND EDGE36 SEE TABLE 6, THIS DISTANCE PER SUBSTRATE, INSTP SEE TABLE 6, THIS SHEET.36SHEET. OR OPTION E INSTj 11 61 30 STRAIGHT HEADER ANCHC j1 INSTALLATION ANCHOR THROU 29 (SCREW) THROUGH THE FIN MU L J DADE API INSTALLATION vERTic, USE EITHER OPTION 7 PROPERI LATCH (#29) OR INSTALLATION BOTTOM LOCK ANCHOR(SCREW) 1/4"MAX SHIM 32-35 (#11).TESTED THROUGH THE FIN 1 UNIT LOCATION: III 65/8" FROM - J— I� 1 64 VENT END. 910 STEEL II I SELF -DRILLING = --- TABLE 6: VISIBLE �1 7 SMS(G5) LIGHT HEIGHT it 36 I 11 6 EXTERIOR 2-1!2" x rl ?-112" M 20 ALUMINUMISTEEL FRAMING OR STEEL #10 Ste STUD. SEE SUBSTRATE PROPERTIES, TABLE 6, THIS SHEET. 5 NOTES 1I4'MAXSHIM MIMIMU 1) USE ONLY SUBSTRATE •Ii Iti,,,i. APPROPRIATE ANCHORS LISTED NN ! . \ ` I;, ON TABLE 6 OF THIS SHEET. :��•. ( 'I; ��' FOLLOW EMBEDMENT AND EDGE- \[C°NS4F EDGE DISTANCE LIMITS. ANY DISTANCE INSTALLATION OPTION SHOWN No. 58f 05 MAY BE USED ON ANY SIDE OF THE - EDGE WINDOW. �../•p DISTANCE 2 2X WOOD FRAMING R BUCK, ; �� •, S ; EMBEDMENT 1,112"THICK OR GREATER. ���•'-, 5�,�F 2X WOOD, SEE NOTE 2, THIS SHEET 3) VISIBLE LIGHT WIDTH OR HE��--•{D"�.sy! •� (ALSO REFERRED TO AS DAYLIGHT '. , ' O �v al -OPENING) IS A. LYP.E-#58705 P.E. VERTICAL SECTION D-D BEADING TO BEADING.DFROM P.E# 56705 TABLE 7' Anchor Quantities Required, Flange Frame M"I m rn Window Heights Sash HOW (see Figure A. this sheet) Maximum Window Width' 19-1I8' 26-1W 33' 37' 41- Group A Group B Group GvoupAjGwupBjGr=pCjGroWAjGroupB Group Group A Gmup B GniUpC Group A Group B UPC Group A Gr 0 W is E .14 r '1 .2 23' 11-9116" (Equal Lib) 2 T 2 YI7 2 2 2 2 1 2 2 2 2 2 2 2 1 2 2, 2 2 2 1 2 1 2 1 2 1 2 2 2 2 2 1 2 under 18-9116' 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 1 3 2 2 2 3 2 3 1 2 1 3 2 4 2 3 37' lMl6' (Equal Lie) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 13 over 18-9116' 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 1 3 1 2 3 2 4 2 under 15-TIW 2 2 .2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 1 2 3 1 21 3 2 4 2 3 1S7/6' thm loale' a 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 BB3/B' 19-1/4' (Equal Ute) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 3 3 2 2 2 2 3 1 3 2 2 2 2 3 3 3 over 19-1/4' 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 utMer 198/1 E 2 2 2 2 2 2 3 2 3 2 2 2 4 2, 3 2, 3 2 4 2 3 2 3 2 4 2 4 2 3 2 4 2 4 11i IS"thm221/2"3 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 3 3 2 3 2 3 3 3 45' 223/16" (Equal Ute) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 ow22V16" 2 2 2 2 2 2 2 3 2 3 2 2 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2 3 2 41 2 under20.1/8' 2 2 2 2 2 2 3 2 3 2 3 2 4 2 3 2, 3 2 4 2! 4 2 1 3 2 4 2 4 2 3 2 4 2! 4 2IM/8" thru 24-10 e 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 4 3 3 2 3 2 4 3 3 2 3 2 4 3 3 49' 245/16' (Equal Use) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3. 3 3 2 2 3 3 3 owr24-9116• 2 2 2 2 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2. 3 2 4 2 4 2 3 2 41 2 urrdar20-19116' 3 2 2 2 2 2 S 2 3 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 21 4 20.13/16• tiuu 25S/16' 3 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 3 2 4 3 3 2 3 2 4 3 3 2 3 2 4 3 1 3 60-5/B" 25-W (Equal Lite) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3, 2 2 3 3 3 3 2 2 3 3 i 3 3 3 3 S 3 3 over 253/e" 2 3 2 2 2 2 2 3 2 3 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 under24-15/1C 3 3 3 3 3 3 4 3 3 3 3 3 4 3 4 3 3 3 4 3 4 3 3 3 4 3 4 3 3 3 5 3 4 34-15116' tluu 30-1/T' 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 31 3 81" 30s/16• (Equal Lite) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3, 2 2 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 owr 303/16' 2 3 2 2 2 2 2 3 2 3 2 2 2 4 2 3 2 3 2 4 2 3, 2 3 3 4 2 4 2 3 3 4 2 urder253/4" 3 2 3 2 3 2 4 2 i 3 2 3 2 4 2' 3 2' 3 2 4 2 i 4 2 3 2 4 2 4 2 3 2 5 2 4 253hr thru 31-12"' 2 2 2 2. 2 2 3 2 2 2 2 2 3 2 3 2 2 2 4 3 3 2 3 2 4 3 3 3 3 2 4 3 4 63' 31.9/19" (Equal lib) 2 2 2 2 2 2 2 2, 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 oler 313/16' 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3. 2 3 2 4 2 3 2 3 3 4 2 4 2 3 3 4 2 under 293/4' 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2 3 2 4 2 4 29-314, thru 3a.12`' 3 2 3 2 3 2 S 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 4 3 3 73' 36-9/16' (Equal Lite) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 3 3 2 2 2 2 3 3 3 3 2 2 9 3 1 3 owr 36-9/16" 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 3 3 2 3 2 2 3 9 3 3 2 2 3 3, 3 uder31314" 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 4 78' 313/4" flue 39" 3 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 S 2 3 2 3 3 3 39-1/16" (Equal Ute) 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 9 2 2 3 9 9 Tip -to -tip dimensions for flange windows shown. For buck dmensions, subtract 1". 2 Overall sash height. For Gear daylight height, subtract 38/16". 3 Size range includes the standard Pro -View (3-over-2 configuration) forthe given Window Height. 4' FROM SEAM "MR• refers to "Meeting Rail". For overall sash width, subtract 2-15116" from the buck dimension. WINDOW HEIGHT -SASH HEIGHT CANNOT EXCEED 53". WI 1) USE THIS TABLE FOR ALL FLANGED WINDOWS PER THE ELEVATION i ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP. 2) FOR FIN FRAMED WINDOWS, SEE NAIL PATTERN ON SHEET 1. R TH 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH T OR HEIGHT DIMENSION SHOWN ON THE TABLE. 4) REFER TO TABLE 5, SHEET 4 FOR ANCHOR GROUP DESCRIPTIONS. Item # PGT Dwg. # PGTPart # Description 1 2703E 62703EW Flange Frame Head 2 2751B 62751BW Flange Frame Sill 3 2781 62781 W Flange Frame Jamb 4 2713 62713BW Integral Fin Frame Head 5 2714E 62714EW Integral Fin Frame Sill 6 2782 62782W Integral Fin Frame Jamb 7 2706 62706DW ISash Bottom Rail 8 2707 62707CW Sash Top Rail 9 2739 62739W Fixed Meeting Rail 10 2709 62709CW Sash Side Rail 11 2740B 742740AW Sash Bottom Lock 12 2785 62765W 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, Rigid PVC 24 4066 64066G Wstp.,187 X.230 Fin Seal 25 2784 72784W Sash Side Rail Gasket, Polyethelyne 26 1078 7121UM Balance Take-out Clip 27 Varies per Size Balance 28 1 2711 1 42800W ISash Cam, Nylon 29 1096 71096W jSweep Latch, Zinc 30 1018 7858WW 1#8 X.525 Ph. FI. SMS Latch Screws 31 1267 71267N ISetting Block 118" x 112" x 1", EPDM 32 See Sheet 7 Ibr Materials Kommeding 4SG TPS Spacer System 33 Quanex Super Spacer nXr with Hot Melt Butyl 34 Quanex Duraseal 35 Cardinal XL Edge Spacer 36 Sash Bottom Lock Spring 37 Screen Cloth, Fiberglass 38 Dow Coming 899 Silicone Glazing Sealant 40 1625 61625B Glass Bead (118" Glass) 41 2719 62719E Glass Bead (3116" Glass) 42 1263 51263B Glass Bead (1W Glass) 43 1253 6VT48B Glass Bead (I.G.) 50 781 PQA #8 X 1" QUAD Pn SMS 51 781 PSTX #8 X 1" Sq- Pn Twin Fast SMS - 410 S.S. 52 1184 781LHPOA #8-15 x 1 LH Twinfast Screw Zinc 53 1186 781LHPDX #8-15 x 1 LH Twinfast Screw Zinc (S.S.) 54 78X1PFTFUA #8 X1" Ph FI u/cut SMS 55 78X1 FPAX #8 X 1" Ph FI - Stainless Steel 118" Annealed or Tempered Glass 3/16" Annealed or Tempered Glass R63 1/4" Annealed or Tempered Glass 1/8"-114" Air -118" An. or Temp. I.G. 1/8"- 3/16" Air - 3/16" An. or Temp. I.G. �-. 2.000" .062' .500" .050' 869• .062" .062• A 500 OFLANGE FRAME HEAD T 6063-T6 ALUMINUM n-r C 2.056' 3.226" .0'r::�T, F50" lam- 1.125• 2.0co^ 975 .050"y{ 050" - 1.125" .976" 1 .050• 2.056" .050" - 0INTEGRAL FIN FRAME SILL II 6063-T6 ALUMINUM 6 6 .062" 062• 1.582" .062' .050, -►{ .926' 1.010• OFIXED MEETING RAIL SASH SID 6063-T6 ALUMINUM 10 6063-T6 A ' � A. LVF`1NiIV11LL�R,P.E SCANNED BY St. Lucie County MIMI E • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 MUM-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/eeonomv .COPE: ALECOPY 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 (AID). 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 AH7 (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 falls to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone: DESCRIPTION' APPROVAL DOCUMENT: Drawing No. 63003R, titled "hnpact=Resistant Alum Tube Mullions", sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29111, 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 manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERNIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami. -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 14-1105.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.16-0218.03 MIAMI•DADE COUNTY Expiration Date: May 26, 2021 V411111 Approval Date: April 14 2016 Page I PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOEL No.10-0819 05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 .through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 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 05105111, signed and sealed by Marlin D. Brinson, P.E. (Submitted underNOEI No.10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29115, 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 cJ� Manue ez, P.E. ProduetCont el � eminer NOA N . 6-0218.03 Expiration Date: May 26, 2021 Approval Date: April 14 2016 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5' Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No.14-1105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. Manuel , P.E. Product Contr I miner NOA No.-0218.03 Expiration Date: May26, 2021 Approval Date: April 142016 E-2 DETAIL A. MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) SIDE VIEW FRONT VIEW DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) A <a a, EXTERIOR a ` fn.MIGNP PFASUBSTR/.TF, 9FE TA01F9 f&iBB AND H 'I �ATTACHMENTDWI.IY -•r•. •),.•L: •U•?,4 r BYOTXERS, T-- ' 'I'•) SMNOT61. BNEET 1. LIN}.]EEICIX1CAElEGNf1N :• FRONTVIEW SIDE VIEW S uBE INSTAUATIONNOTES; }) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OFANCHORS AND MULLION SIM SHOWN ABOVEARE FORPICTORW. REPRESENTATION itr U I '���•( LYNN Aql � •�FR 'I�: ONLY. BECAUSE THE ANCHOR CAPACITYI9 BASED PARTLY ONTHEANCHORTO ANCHORDISTANCE, THE 1' �ICF.Nse CORRECT QUANTITY AND LOCATION OFANC14ORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE "kt FOLLOWING SHEETS, FOR DETAILS A-D, EITHERTHE BTANDARD OR INTERIORCUP MAYBE USED. No. 58705 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEMEAD OR FLATHEAD. - BUCKS ARE OPTN]NAL, SEE DETAIL C,SHEET 9. '%�'S O 4)WOOD 5 FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY M"I-DADE COUNTY APPROVED %^•�.' • �TOfO°P••a(y�� ELCO U,TRACON OR BLOC 17A' SS. AGGREGATOR MASONRYAHCHORS R. LLER, V.E. FLCP.E. FL ,E.66W05 =0 SUITABLE FORALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS GENERALNOTES: OR 2X WOOD BUCKS IF USED, FIGURE 1: 2 THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TOTHE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULLTOZ%WOOD.......... .._-„y It MULTIPLE I—OPFILNO WIol11 FORVERIICALMULI-1 MINSCROBEDBE j MULLT0TIONNOES..-_—. 1 u MULLIONS I I MCESTODSOE HAVE BEEN TESTED AS 'FREE -FLOATING -AND DO NOT NEEDTO BE DIRECTLYATTACHED TO THE MULLION CUPS. I ULT011X&NSOmY—.._Z d / --� SEEDBTM "CTANOUIM NOT HAVE A GAP OF MORE THAN VC FROM THECUP. MIRLTOMASONRY—_5 S ADOR SMME MUU-TOOTEELSm0._.._B _ S) ME ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WWDLOADS CORRESPONDING TO THE REQUIRED µG1ORSPECB�_s DO DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN UIBO. THE 113 STRESS INCREASE WAS NOT USED II J IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTEMATATECUPS-_..___4 Z " 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND LB BEYOND THE SCOPE OF THESE I X 2 X.375 .126 MULL SPEcs_--_..s•—I INSTRUCTIONS. I X 815% Z755 MULL SPECS-- 1XZi8%.80MULL6PEC9------- 0 Z •-..O SUEDETALLS / / 111 /111 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND t%St25%500 MULLSPEp9-_.B m O 5 MUG; I III OEEDETAUS ANCHORAGE FOR THE COMMON MULLION, EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER 1%4x.125MULLePECs._-10 F R, &GETS 2p AlHRMO; 1%4%JIb NOE MILL SPECS-11 I ONLYTWO ADJACENT UNITSATA TIMEWHEN USING THE DESIGN PRESSUREAND ANCHORAGETABLE9. T14ELOWEST DESIGN 1%4xx5 TMULL 6PECe`t1 III eHEETS2a PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCf99HALLAPPLY. L28x&I%X SSMULLSPECS_12 J�J O p 1.29x 325X.t0DLd LLSPEC0...1] Z W Mu<i HFM 0) WHEN FINDING YOUR SEE IN THE MULLION TABLES, ALWAYS ROUNDUP TO THE NEXTSIZESHOWN ON THE TABLE(S), 124%325%.024MULLSPECB...14 12S X SA4 %.BS4 MULLSPECB...,16 O tFrlom H � 7) ANCHOR EMBEDMENT TO BASE MATERIALSHALL BE BEYONDWALL DRESSING ORSTUGOO, WOOD BUCKS BY OTHERS, MUST 2X4X45MUu6PECB,....—.10 J Z SEEDETMLE, BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS BHALLSE COATED OR CORROSION RESISTANT 2% 0%,25 MULL SPECS _,_.__. 17 /A SHEET4 us X 2.11 X.1Y6 MULL SPECS--18 Q UT ' O AS APPROPRIATE FOR SUBSTRATE MATERWL. DISSIMILAR BE PROTECTED A4 REQVIRED TO PREVENT F h 50'%>2B BAYMOLLSPECS._-10 REACTIONS. O Z c MILLION ACLIP DIMEN910N9T 21-tM1 L- Z 0)REFERENLE R TEST REPORTS: ELCO UI.TRACOW-G AGGREATORNOA'9 E%AIaPLEe1e2_.�_.._24 1 �� PRODUCISYAY LOAOWO DTAM0.E8_.��xb N BECFMY' l 0) MULLIONSAND CLIPSHAVEBEEN DESIONEDSTESTEDTO COMPLYWITH THE RE'OUIREMENTSOFTHE FLORIDABUILDING WSTW CODE, AND ARE APPROVED FOR IMPACT AND NON-IMPACTAPPLICATIONS. MULLIONS AREONLY TO BE USEDWITH Z DJ N EMBLY IS UNL / III NANUFACT RED PGT•APPROVED FENESTRATION PRODUCTS HAMNO CURRENTAPPROVALS. Q w < O 3 SYPOT. LJ 10) MULLION9ARE IN COMPLIANCE FOR USE W THE HNFE. IMITED PROVIDED T THE AND LENom f H��1� I WIOTWHEIGHTQUANTITY OOF EACH IN MOUALMF UNITS WITHIN A IUUJON MPUE9PLE MULLED SWOHTHEREQUIREMENT OFTHt9ANOA �� OPENING — �xom2oNaL I— --I wLL LENam (NSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1) DETERMINE THE DESIGN PRESSURE REOUIREMENTILOSIFPI FOR THE OPENING USING THE ASCE•7 STANDARD. �I>ram L" �pPFxx0lnvm� )—xOULMN.LIFNOm—I 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. MULL T 7� r II 3)REFER T08HEET Z6 TO DETERMINEIF THE WIND LOADW019'RECTANGULAR•OR'TRIANOULAR/IRMEZOB)AL'. I d I TPEMNO r 4) FWD THE CHOSEN MULLION'S MULLION CAPACITYILBSFM FROM TABLES IA THROUGH IOA ON SHEETS STHROUGH 2O RESPECTWELY, USING � "M, Fllmro IIJµ Hfl. THE MULLION TYPE, LENGTH AND OPENING WIDTH ORHEIGHT (OEPENOIND IF THE MUWON13SPANNING VERTIG4LLYOR HORIZONTALLY). THE py`Ifu�0Ca40 pMOW LENom r �' HFM OGUIL d �, d VERT, MULLION CAPACITY(LESIFPI OBTAINED SHALL MEET OR EXCEEDTHE DESIGN PRESSURE REQUIREMENT ILBSIFT'I FOR THE OPENING OBTAINED W A. — NULL WPL dl16, ZO� MYLL yTEp1 SIrbl ihb L L LLEN 0) FROM THE SAME TABLE USED IN STEP 4)ABOVE FIND THEVALUE IN THENEXT COLUMN ANCH09 CAPACITY REQUIRED ILSSL THIS VALUE REPRESENTS THE WWDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MU9TBE METTO ATTAIN THE FULL MLIILON CAPACITY. Fmduu SINGLEMULLION SINGLEMULUON �Fgty gt°CA eDILL 6) FROM THEANCHOR CAPACITY (186) TABLE ON THE SAME SHEETAND USING YOURACTUALSUBSTRATECONDITION(MULTIPLE `\\\ONH LYNN oPEMNo\nmN ANCHORISUBSTRATFJANCHORCLIP PATTERN MAYAPPLY)SELECTAN ANCHOR CLIP PATTERNANDVERIFYTHATTNE REOUIREDANCHOR tY,• •"•• "IFORVEROCALN CAPACITY IS MET. '18FEcpRR69PoNDWOpETAL9 MULTIPLE MULLIONS 7) IFTHE MULLION CAPAC"(LBSIFM OBTAINED IN THETABLE IS HIGHER THAN THE DESIGN PRESSUREREOUIREMENT(LBSIFPI FORMS STY: No.G0705 :YC'_ FROMFIOMRE I ABOVE. OPENING, YOU MAYUSE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA• TO OBTAIN THE LOWER ANCHOR CAPACITY KWUIRED. WITH THIS _ j - VALUER LOWER ANCHOR CAPACITYOPTION MAY BE SELECTED FORTHESAMESUBSTRATE - 0:- l BTANDAROS USED: 0) VERIFY THE DESIGN PRESSURE RATING(W&FP) MR WE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION '�' TE F +•JtAc` -2014 FLORIDA BUILDING CODE LFBC) 5TH EDITION CAPACITY"SIM OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALLAPPLY FOR THE ENTIRE MULLED FENESTRATION �.0 '•. a -ANSVAFBPA NDS-2012 FBRWOOD CONSTRUCTION '•.F[OR107:.� �: -ALUMINUM DESIGN MANUAL. ADM*010 PRODULUGHT OP ASSEMBLY. -AISIS700-0162-2010 0j HIGHLIGHT OPTION USED AND TABLE VALUES USED IN ASPEGFlAP SPECIFIC WHEN USING THIS NOATO APPLY FOR APERMIT. 0.LMd�Ojl)J. (21`P�E. FL P. 58705 DETAIL C: MULLION DIRECTLY ATTACHED TO glAHax MASONRY STRUCTURE (STANDARD CLIP SHOWN) II I ERHFAIILs I BTANOAI✓D I I OFTSET NVIl II . cOFeur� I wBTKI®BY � THIBrIErxaD I < EXTERIOR d' . 4 ERweoDTNRce FORLL!SORNY n ANCKDR9 • 1 NwzrlmcoxcRETEORnNu FRONT VIEW VXE USTMME e . {•_i MW ].]NBICONQIETEORON SIDE VIEW INSTA -LAT ION NOTE9NOTES: I) ANCHOR EMBEDMENTTO BASE MATERIAL SHALL BE BEYOND WALLURESBING OR STUCCO. 2) QUANTITY OFANCHORS AND MULLION SIZE SHOWN ABOVEARE FORPICTORVIL REPRESENTATION ONLY. BEQAUSETHEANCHOR CAPACITY W BASED PARTLYON THEANCROR TO ANCHOR DISTANCE, THE CORRECT QUANTITYAND LOCATION OF ANCHORS MUST BE FOLLOWED, REFERTO THETABIES ON THE FOLLOWING SHEETS. FOR DETAILS A-D. EITHERTHE STANDARDOR INTERIOR CLIP MAYBE USED. 3) ANCHOR HEAD TYPE MAYBE PANHEAD. HENHEAD ORFIATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEEDETA(L C, SHEET S B) FORMASONRYAPPLICATIONS IN MULMIFDADE COUNTY. USE ONLYMIAMIOADE COUNTYAPPROVED ELCO ULTRACON OR UCO IN• S.S. AGGREGATORMASONRYANCHORS. FRONTVIEW L� EXTERIOR DETAIL E: —1 .196•M�N MULLION TO MULLION INTERSECTION NOTES: (U•CLIP) 1) MAY BE INSTALLED N 9 OR•CROSV INTERSECTIONS. 2) MAY V Es - - E ED .0NTALLY (SHOWN) ORVERIICALLY 3) ME "UP DRAWINGS, SHEETS 214G TOP VIEW FOR CORRESPONDING MULLION. FRONT VIEW DETAILD: MULLION ATTACHED TO STEELSTUD (STANDARD CUP SH KTERIIOOR \Y EFE eRElUe T1a FOR HgELOCAT10N9 EDfIE gSTAySE BEETMLEB 1B•tfB SIDE VIEW NOTES; 1)FOR2%WOODB CKEDSTEELSTUDS.WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDNG MULLION TABLES, SHEETS E.M. FOR QUANTITY OF SCREWS. SIDE VIEW PRODUCT Nu. BB705 P.E. DETAIL F: DETAIL G: DETAIL H: n FIELD -MODIFIED MULLION CLIP ANGLE MULLION CUP BAY MULLION INSTALLATION 48EL&) (ANGLE CLIP) (ANGLE CLIP) �•��. �a .1 TORW8I/•LINroN 9AYWLLmsrmi . 0 o 0 0 0 00 0 TOP VIEWW3H3 wrtSIDE l-x4x.+25' TOP VIEW©��6fUD1ON ERIOR/I \! @ i // I i W Sffi0Ae 61®OR 10 Z � le PoADIRON3. NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 136'X2.11- X.125' MULLION. 2) SEE TABLES 18.138 FORANCHOR QUANTITIES AND SHEETS21-23 FOR HO 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPUCATION. EXTERIOR Elo/m/a 3 EXTERIOR P NOTES FOR INSTALLATION OPTION G SN: IYNN M/1�h'•%', 1) USE 2ANGLE CUPS PER MULLION END. CLIPS MUSTSE INSERTED INSIDE OFMUWON. `��fO�H �¢;l;•VOBNSE "•.'p 2)DETAIL G: SEE TABLES IB-148 FORANCHOR QUANTITIES AND SHEETS 21-23 FOR14OU ;ki Nn. 5B105 LOCATIONS. 3)DETAIL It SEETABLFS 150 OR 13B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE %.O •••, �` y �6.••W LOCATIONS. TE `_: MYIIbn0 ed TabN IWMa OpeninBWWBI(fwwfOcuM+padN mM min MC, IOM mwlem) or OpmmB Ha10Nt(N1 mF 1mN 11 AM's) 120E 1401e ImM I x2P.12e RwW,w L ft Tnplltlap. p 1m�tliall R2atapla IwJnp Ttaalnlea0. Imd9 PWlapea MNNem. IwMG Wawpav I -cm TbpTIaN. IatNa Redenpaa IMn$$a BeplfNm. L-ft RNnepaa1 W g TnpinloV. IWdna wnenpea L-ft 1hpT W. Retlmpwr IwBp Bu ft. IudNa Pw ft Ixd.O Lwanp TLmd, A)vmTah0 .=TU 55 gggg $ gx a PgP 83 f� �� III g g5 aB yp x� ¢Intmq $ III $ Sg g gg I qg fill g p3 IIIlilt, gg $ yy g3 5g 'yg ge Y� 9g 8@.B8�� g $ p$ gp �' $ E3 gR a yy '$Lw�a dAa y �' a a � 42M MIR 4M 00.e ass 212 4w Na.e M! 1as 40 1Oa M1 ma 4M IM 312 YAI me IM.e %I# IV 4m 'Ka 319 M.e 4N IN.a 310 no 401 IMA 312 310 4m IMA 30 4eb wA 312 eee 2m au 31x RA 2M es0 M2 m.o 2M Ma M2 eex 240 CA 312 ela 20 37.e 312 M.o N4 M2 312 eto 244 No 312 ete 2Q vA 3M 01.0 N4 WMW mA 201 me = e13 ml M.e 2m 4se 201 M7 2w Ma MI m.1 222 26e wl m.l m Ma wl at M2 2ae MI 4aa 2i2 as ML 423 Me aaa 3eI 40a No MIN m.e mr as xa 40a 2m NA m 44a Iw a2a wr 41.e Iw xaa wT a0A Iw ma aO id 1w YIA 20 UI Iw lea 2R Ma 1m +a NT 341 iwmM g 41, IM uo xaa MA Im n.4 wo tte Im24.0 ]m 2ap +m xl.a xoo na IH lea 2m aao +n 10.a xm xxo Iw mM M3 IN n< 11 3aa IQ UT NI 2ao Ha M.T IN K5 IM 1L ul ale Iw IU+et 21.r 1MNM t�2ff me IQ 24A 1m AI IN 2" 1N tLLl +M Is0 IN 21A IN RF 2]3 120 10.0 112 1 11a @21]B 1La IleMH IV IN IV IM IBA WTOM IV IN TABLE 1D Anebor Ce aAYlba of Table 11b.1 9ublrtlz 2iYWmiM IMIW O.fU FdemUwwi IMWAnaborCUpPlOemofimb. 1-0a fAl4 YNNtwd4md1 . 144• I.v4• I. , 13V' V1•tll• d 211N 1-0It amd 1.1I1• Mld 1.1N imd ]l4d OOId we40d wad4md Iwd WA WA WA WA Mad WA WA emd tlwdlewd Mad emd WA 1md rwd e00d teal Med IwmWA WA WA WA WA WA WA WWA TlbdIletM11N 2x11N 1mdMOd ]!Od WA WA NU WA 1wd WAA WA M31N bBad /126ba M281etlavVPEbpIWWwBEues(GB eaaa(6!1 oa• am• lab. NOTE: FOR THE OFFSETCUP. USETHE SAMEANCHOR PATTERN AND ANCHCRVALUESAS THE STANDARD CUP FIGURE I: FIGURE2: • FIGUREANGLE CUP MUST BE USED IN PAIRS. FI.l1i1E4: FlGURE� FlOUREB: �VCAP.•e!.-ANCHORGM.„LATO OBTAIN THE •ANCHOR RED•CORRESPONDINGTOAN RE REQUIREMENT FORTHE IT IS LOWER7HAN THE MULLION THE TABLE)OFTHE SELECTED YIETDAMINIMUMANCHOR IMAYBEUSEDTOQUALIFY NOR OPTIONS FROM THE TABLE NOTES:PRDOUOTROY44®1)BEE 6=21FOR INSTRUCTIONS ON USINO THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SEESHEEi9'_ FOR GENERAL INSTALLATION METHODS. L000' 0uIN1esQ )" 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OROPENINOWIDTHS ISALLOWABLE3)MULUONANDMULUON CLIPS SHOWN ARE NOT TO SCALE FOR EXADTDIMENSIONS, SEE SHEETS21/23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONALRE57MGTIONS SHOWN ON SHEETS 21-23FIGURES SHOW SUGGESTED.APPRO)OMATEHOLELOC TIONS. 4)SUBSTRATES: CONCRETE SHAH CONFORM TO ACI 301SPECIFICATIONS.HOLLOWANDGROUT•FlLLED 126 ��ON: •"""'•1�40P CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM G00.WOOD SHALL BEPRESOUR6TREATED YELLOW SOUTHERN PNEWRHAN SG OFO.6L ALUMINUM SHALL BE GooGTB AND BE AMINIMUM OF.125•g705 THICK STEEL STUDS TO BEAMINIMUM GRADE33 AND.045-THICKOB GAUGE). STRUCTURAL STEELTO BEAT 1•XYX.126•MUWON _�(a Na.BIEAST.I2B•THICKAND AN. ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THEMATERIAL 0105412ANCHORS INTO WOOD MAYBE STEEL.+B-BS.&OR410 S.S. F 2A Mu81on Ce 39 T/BIe elll' Opening WldN BBfwmWGis WIfOmID9lo o)O onNpHelgM(brinO)3nbP}a rpnW09m) Wle WN Tom WN oN 1WN toN MOh iWN 1■23275 Wm a IeBO tmro Iro Immg Lmdro Ima . Tma LOWN LmBrp W Lm40 IS"% eaROmg L Rmlerodv mPmam. L9. RIIWogdv epntlero llLRon nmbmryOum IIIpIHap ImBro Anutton Mutton f i � tI 1a II I II �a II141 �I I In d 111afII I I I I I III I I 111111111111111111111 I I_ I I I I I I I La 111111111111 g I loin not 0n 110.0 05 1512 M2 INA 410 ISO 6n not ees 1153 BW 10..0 410 %Me 0n INA 617 90.E BW IWB SIT 13T BW less MT At 0n 10N0 M1 M7 eW Imo 317 IBh INN WT IW0 419 iMA WT not 4W MO WT IM? 4W TAO 507 INA en ofi WI nA WT No WI n0 eW B00 30 424 WT no No 990 WT nA Me CONEM In? IW 114e No M4 4W M 01 1V 4% WA 984 K3 4W K3 We 3/A em o2 01 At /fie WO 3es W.0 8es 3TA 4es WO Me =4 IW me 3WMN A4 4W oA We 712 4W no � 01.0. 4W M7 = At See BL3 We 4TA AW 44A 415 423 00 Me eN MA 313 MB <W 01.8 313 MYCWN W2 =4 no No 51.0 R4 U.0 2W K5. 921 6L] AO At AA KO 9W MB 3N KB M CIA W Sao ]Y t�24W 406 5T =2 3N NO 2% 106 WL 493 2W AS ]BI WA M KB 2W 4B] 20 00.4 2W K3 TJT RA ]B4W.1 2H aB 201 LB] 232 U5 2W 1" 2N WA 2d0 too 3]4 9W .Ey3Wh 3W 49.8 No An 266 al Me We 2Y WA ]1B 260 AS 31.0 21B u4 '&3 20.3]1] A.0 210 IflT 'AB 2T.T 'mO tl8 2W 9T.1 10B tt0 no 225 VA 10 900 No 322 191 Li 225 =4 In no 2D no IN Ito 225 221 1W SA in l20 236 10.3 in IIA 2ID 100 tm .1n 306 2W IA.O TT AS 2W WA OB 2W 2W =0 j 0 IW 11.0 30 14T 1W 169 No 1e4 tW 12e 2W %I 1W 10.0 2W its iM 0e 2W AS IN mIn M3 to n.6 IN AS In set IW =2 to no T 10 16T to lei ter A.2 Its JOB 10 IIA to KS 1W tar IN I44 1W as 1W I" I60 cob fe.6 1M 19.0 139 1&41 1M I 131 1W WI1 13] VT 1" 1 119 MOh9IC/ 9 T9011 W/ 6 eMb: 3]X 0.menb 3Ah0oa. IIOIMOM IS iEW 9T Wm0 M41e1 AmMTIp9 Mi6'FJe9 LBimm Anchor CUP P/6em3 Of ECDINam wlrR 1ly3cm BIIYDm LOame IN'DoOUMIm Vessel A4rtiHa s1Y¢b UhWW W68 Ek9 ApplWla /1091541 Bla/(GN /138bd 9wa(031 /061ed Bam(051 EOm WmbAMi 1' YGT P 21? Y1R•J-m P Y1? T b0e' T OA3' Emh9mml 1-YP lyl• 1.YP IAII' T Mw 1-Ur 141V "A' T 1S'Y U.C.f61m0u0401SMOP U be 99Dng IWng bob tell ee IM 10b W4IN 604b 311 41ng MIEI TWb 1T WA mOng long WA WA Bmb WA IYA 1590ng WA WA teesb NU WA WA WA WA lob WA WA r4eng WA WA32 Bob WA 10]ng WA enb WA n 6e lob IWOm 226b 45b mr 11T101 ]mlta OT ne2]2Nof0bMCI WA WA NIA WA WA WA WA WA Nlh NOTE: FOR THE OFFSET MIR USE THE SAME USE THIS FORMULA FIGUREI: FIGURE 2: TABIENOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 21 FOR INFORMATION ON LOADING. SEE SHEETS 2A FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS •ALLOWABLE. FIGURE 3: ANGLE CLIP MUST BE USEDIN PAIRS. FIGURE4: FIGURE&- FIGURES: 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 21,2& HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ONSHEETS21- FIGURES SHOW SUGGESTED. APPROXWIATE HOLE LOCATIONS 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI Not SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (GNU) SHALL CONFORM TO ASTM C00. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE GOE$TBAND BEAMIMMUM OF.12W THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' THICK (18 GAUGE). STRUCTURAL STEELTO BEAT LEAST.128' THICKAND A35. ALLANCHORS WTOMETAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 010 B 012 ANCHORS INTO WOOD MAYBE STEEL. I" SA OR410 SB. 0 rt'• No. 58705 TABLE 3A MulEon Caammy, TBblo Ibod OpemnBVfla01 (torwlBNR}9 BMrg MAM arOpanWo ROI9M(f0rh0AWlBa*spaMlO nOC") 5010 WN TON WN 1N IwN IwN 110N Iwb 1 X17ax twav" L-Av TNNIBIep. bB2w Ra1WW1 lnaabo TaplTlaw. luadw Ralapav IAamy Bp 19aaap Rala v 1wOw Twovwp LOa009 RWWNMm LOa40 TNpmtrO. 1AWw, Pee m WMp fmplaew. 10a0119 Rwbwalr b40aN Irwl8laM Ib0a0 RaMatgN 1Aaaw ThpTtlIW. LaMp Peebnpam to-" lleyvlw. LOOU3 .2TSAURL TlAte Mutton MN Rno Bm nao a3 IiOA 7u ImA MB na.a Du ImA aN u0A 9n RnB ale Imo ma noA TI 1rpA wo noo an Nu IWt 1ma W1 ma 1w1 nm a% NIA Rp1 170.0 W1 IBM INS I TO INS WI USA aW 1TOA aW In M l7m aW Im.o +I3S Im.O MI ISIA 11W Rao aR I NBA 1130 170.0 ON I138 AIM Imo 90 TA 1139 170.0 BW aM I13S Eno N0 Wem6 IM01 iT 1760 WI ITOA 61 "SO WI Nie tW2 Ime N4 116a 1v1 1i0.0 m Oaa IOM 1]OA Tq 11TA 113 IT60 1W %8 IOW ilM 1W NB IN3 ROA M 1}a0 ]W NM fill 701 Dow en lou wr I70.o S% INS W tBLT Tao IMA W 1W m 1m.0 Om IIaB T11 961 pm 141.1 710 am Bm 14U m0 W.I W I140 1 lam lw, WN 111.1 m 161.E an 111.6 T3a 1W.D BII 1wA m 110A WB BBA m IMI 600 ]BA ma 1A BN mA iW 911 Bm BM TW WA a71 BM iN %A OIA OTITN 1]tA eW tOOA TO 1%A ON 111.E ST T0 m BBS NT 164 BOB 10.1 BW T.I ON no WI Wo®798a29WAaW7aA121 GA BW TM TM MIWN two WT flu BM NA Wr K1 all M7 Ni NA WI = Om TIA 4a aIA Wr 711 IN ND am TS "I 118 N7 BSI TO TA W T.T 7 MT R4nh MA N0 60.0 Ma NO MO 7" 4]I WB 10 BM ON a1.0 B10 0r.9 N9 4n4 a10 = Ala 440 a10 WA 4W NL Bt0 4" W A3 310 44,4 10 NA a9pNNNA IN MA Iw O'A Ia0 01.7 3M 40.0 4N M.1 NO W wa 4U 'TS 3M 4N NA MO 34.7 4N wA M So 4W 37.7 N2 NA ISO MO w RM N.7 ONmM BIA 4N mA MI NA 4a0 SEA m 4a0 IN 49A 2W 1al IW KT 3W 33.7 IW WB 306321 IN 01,1 161 ffiO IN aU WI Mo 104 MO N M2 No3m "I 2w as BR a61 2N 208 3R 31A 2N ID.1 W = ITS 2n2 W -=7 m1 = 3m UT 2N 17A Mr 21A ZN 14A W IBA Nla NA 2T NA 2D7 MI W NA M MA Ne 213 MT at 244 1a1 W ar0110 NAWi IBA 231 iM 2T tablow 248 W 24.1 MS Sol 227 171 2R Ia.O US 1a1 III 1fl0 to 111N at %S M.7 I04 la.8 %S I IAA %S t" ISO IMN ITS 1N RA iT AnaharCa all Table D Sm19wz nn eaa,mv 3JOQOO.1 Waswu py I Maw N00mTy90. N•Eb010Ymm AWolNIPD,. ApP44M umwm VI•BOM. A1M&W 11081ad Bear PS)80mr(wl 6120W r128AnahorClipPaeemeuNaow evsx (ON EtaRaMaeOnr. 11• atw }lla• 1' a1R• 1' at? T }11P 3' Qaa' O.N' SAM' 1V• 1. 4- Y 141E 1.W 1411• Y .1NP 180' nM. QGIBpINpoy13b &"WA I1b Iwlb VObOb 3r114 ONb wBbNtIAneW 01AW MIO.O.0 IBMnOmO(m00N00M .i IWWA WA WA WA JV1W A IN IILOWA W3a WOR4llwbpOhOMClP48k 1Wb 1WUb IN"W NOb N rwb woo tN21b BBib 2Mo 00445•Mh0.Glbf$,n0.116'AOva IiW.It WWA WA WA WA A WA WA AN WA WA 710b ab NEW a.b 1.. 101b .1. 1.. Ilab 221b TABIWA WA WA WA lob /ISDI blob NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN FIGURE I: FIGURE?. • • • • 1111 FIGURES: • •1111 • • ANGLE CLIP MUST HE USED IN PAIRS. FIGURE4: RFIGURES: FIGURE a: II II I • • TIME Wfmv HU IAIH. QDCIRCLEO VALUES ARE USED IN THE EXAMPLE ON SHEET 24. TABLENOTES: I) 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 ALLOWABLE S) MULUON AND MILLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE ORBIED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS CONFORM TO AC1301 INTO WOOD MAY >S No. 6010E;i1 TABLE4A Murton CI Sv Table GeAI' OpeWn0 W14th irOrwltlmy cPO^^I]91mIDOre)O] OPSIlLia 110111111 (BY IOdNN IVIIII Rllgmx") BON No, TON Bob OOIe INN IMh IIOF 1Nh 1x176x Rahnylr TepMWO• LMdN PVBIMpeer Lwdnp TOVAlmN, L-Jg,9 ISNw w L-ft li lismN. leeft mclu"m U.4bo TBgWm g, [Nde; Read.,dr Lveft TWO6Wp. LOW PapleMln IAeaOp Tepmav} IWd00 WOE" LOeft NPIZABOO. LveAN NoNnpl0 Lieft TeVM .. LN400 ROBINSON, NaMp T OMBs. Wea00 A50AWm Tube Mh Ua0 BOB i7Q0 4M IMA TO Imo as ITIM BN UAO 6N 1700 M2 UC0 BN tins Ills I70A 6n I7n0 INO ITM SA 170.0 11N Imo 021 ls63 IWO IM NI 1As I= Imo 20 M1 Mh lino TN IU Sit ITOA Me Irns BOB no aM 170A BN IMA Jim Too MI ITOW W5 fins N7 170A MI7 im.0 ON 141.7 1417 HIM NO INA 1417 IAA BN tOOJ 141? BN MOSSI0 ME) TU 170.0 BIG 170.0 eW 170,0 631 IT" ION ITQA W ITOA 11M Im.0 7M IBM I]N 170.0 747 1102 1283 ITQO 7N 121t OM n4A 70 INS NN IT" TO MA INS ITOA TO Nh 1m0 707 170.0 012 UW YA 170.a 401 I710 1115 170A 761 1N.1 IBM 170.0 IN IMO 1130 Imo N7 1M.e 1130 17n0 BN IBM 11N IN.O NI Sol 11M 170.0 N1 MA 110 11nO NI NF 170A ON list ml Nn0 MO IBM TB1 INA ne HAS 7M INA W5 13M 7N WA OtS 1= 7M Me 015 115.6 7M M2 916 I114 715 NA 015 114A Lib Me 016 111A Ni NN 151A BM 1S1A no IM! NO IMO art I'M BN N32 Nt WA BOB IQ2 aN NA NO IUA N] 76.9 6N NA NB SIM aM MA NO 4 No 011 NO 47A Big K1 NO 555 b Bob 1M.1 761 14" SN 110.0 757 INA OM W3 761 IN.O M1 NA ni N.1 614 7M TN NJ we N.o 757 MB Sol Na TSi N.0 503 472 TV 752 NI 412 7n T62 NI 3 TIN 101.] Wa Me W MA Bb 01A MO nJ 6Y N.1 NO NA 6N 722 NI N.6 NB a60 514 NA B30 N] 5N 4M ON 072 NO *3 Me 513 491 314 6N 92 1N 70h 0" MA MS 1L1 $71 MA 4N 6. 5N NA 470 N.1 n1 NA 471 NO IIN Me 4% 0.2 571 51.0 450 MA NI 47.0 MI MO 571 14.0 07 272 571 "A W ]Bh MA W 6M 614 414 N.] W , MS n.f 612 N.1 4N B0.0 N2 Sal MO 144 N2 61A N] MO BM 47.5 MI M N2 120 IM MA SM M5 1" MA N2 MI M3 Mh mi MT M7 M1 MA 40 154 N5 372 Bill MA NO 3M Mr 31A NS 25A 407 ail SN Me /N 200 W MA W MI art IBA Mr N.1 an IeJ 4N 2n0 3N M6l MA SN AT 3M Me 3N 371 314 m7 aN NA MB 2ne Me 2e.3 IN M6 356 MI ON 21.5 ON M.0 BOB 17.0 3N 21.0 MO 15J ON N.2 2N INF at 20i M,B 2N of Ma mil MI N. 20 As N7 10.0 1M 110 NI MT MO Ito 240 al M3 10A Mi 111E 21A 267 MJ Ma M.1 M7 MA M6 "A MI MA MS Inf 25i IBJ M1 16.1 201 tn3 MO IMN 22A 9A 1U AN 1BJ 2M 16A Me 11i ?8 N] 2M AnChOr Co 40I TObIB b2 kowgrwu RAMO6U PTWNO I will ArMerypm YIP EWLIOWm AnOhOrCHISPBoteN0 V4. M. ul"N. NIAEmo MOmm Y1rth.Nucm VI EW NSWN BIT BOB Eko LSAFJN ISM. 1l1`69 Flo AOpa0mr IlOeN' 6um(O51 /U91w1 8am(a31 II2810a NIN,N31 E6pe OYlweMl 1' }IR I• 2V! }ya• I' 2-1T T }III' Y 311A Y n3N' 6mte'YnN k ain' 1-YI' IYr 1.Y1• r I-W I.M. I-0q` I.W. 1414- 1-IW Y bM1e iAm O]1,10'NN.0.GIBIunmEwnrah Clp P417 BNbr ]0]ISe Ib N71 ISOM NO M ]r110e Nlb 740W 3NIIm MrSe NORA W31[6 4 ABBIMN1.lAMYL0.C/BlmtlW lr o9e11ntla PPo.]k INFe INW WA WA WA WA N314 WA WA WA WA WA ffmotmil- 1110M IMclae ®]'Wn OA./Ol ralAlWe Clpe10.1p. ]k ]N IN ]AmIm BW3'Yn O.F/UCO.nb.IpSAen.IFy.1 WA IN fw WA Oa00e WA ISSOIb 1W 1NObe WA NOM WA NO IOe WN WA WA rube WA 45IN WA NNF WA 1092IN WA 1170b] 116. f AroOu/RCb6b. sz +Ma tMbe n]be ullN Nl be in Oe 140 mbl ]mlm tarlF M21M mbe NOW 2ANMn Mt.i6'Mh OAIF-0 G.Bk ]AOW 3NO1 WA WA WA 4 GO WA WAI WA I WA WA NIW Mime SOOW NOTE: FOR THE OFFSET CLIP, USE `CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: TABLE NOTES: I♦ 1) SEE SHEET I FOR INSTRUCTIONS ON LENGTHS TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEESHEETS2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENNG WIDTHS IS ALLOWABLE FIGURE3: ANGLE CUP MUST BE USED IN PAIRS. RGURE4: FIGURES FIGURES: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23 FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. All SIIRSTRATM CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS HOLLOW AND GROUT -FILLED LEAST.126'THICKI THEMATERW.,O10 FROM THE 1•X2.TSXAW"LU0N 6 w �y49 9 c g�F hhmr i ® w aa€sae $'v cA 5 OWN i ge � gg _ 4 3 a� e 9 6 v �es86�y"' e Q'Q'ae+� 91 v sQ H €H€Q'H�N D vo MuOIanHHr � n w xLL�yu v 3 i gg p g 5 S 4 S S 3 g S g 6 4 S pp ��++ yy 3 Yam QPtm1 a b Es°'Oipe� a ffi L C R i £= 6� S II N S S� He@2mlQm) ° 8 'S-•+ b b �q i o b '.• b y 6 e b a o l��r� 6y 4 ega"aS v�£$�S££� �ap�ro1�'a� y"s o� e s £P "c000£so$se£$�aemcs.wr � HwWm pml � m go' � ��usk�S�a lm�inxlpv.Nr �s a R e M:LVOpN!/ m'a a m E +�o&—yy�pco�Hmmr�pr & a S p Y —�p1210010.10 L b�> b b" p w b 6 b b� $Ee �5 s oP�"aE£gm�P�92g���ra? n o � x � P Hegitl� $ e££ay'seE=PaQHaea.E>c4iar�£ ReyNeL Gm7 i RR 88 >i _ 'e y E HeyAM cm> Eogecg>4�eEgc�4 e s � � u = � � m � § 8 & � C n�srcr4mnY a� mam�gxeobeye��b�, Hor even �s b� Y S �bbgGbt�=GE�� �gQQ.my� g6 g� > b o Y a9 o a �� H� pb s£�� $? z ~ m o ••• • c N m m c • y `x y m D w 0 B 1 • 5 m • 2 m c � N m • N m A3 � m m C Z m o11 ago H' D • • 0 • • A • 01 tn> m s im ppi C mm m n �pc ariic zn m m "' N�Ff�m �0L Pp mi z0 ?2 1 P ~y A" mmA Zmz rj my o w q P qa � qF3 5 do o-�=g=Fc p °p 599 Ng_ 5 cz i 002 9 O O gm� g�p mPl � j2FIq(O Ty �1T$y� m Z@� SS� 9�= �N 2Cp .wo z go pi p0 jai 3 z y P M. n 02' 01mNpF3 Sp Z2 Z ;O COT' . 0OpO ym ,PP Cy08 p3r�0 X m YT �LI �fZN g Om mmg33! :H mw •NOT 2 pF� E9 0 pyY m & "a im o e� g gmF m4 z m NpN90 SO m /a;g 09 b�iiz=O im `< �wcmo 3 r7e ? m z Cm �`BO Yy prO=9TllDll����9c a py Oa A_pfy_]i�n� X y 7� 'm9m 3 D a R§�F3�=a F o 3 r�9`�"m��geAy i �om6�.m-Dn o55B X S OC3,=o�E@ F4 4 2m2i^.i�2 1..i m og I me2p� Pz 4 3o Ds..0 yy yy 9mmA�g Tp rC myC00 F �p o� e ............44� �y_o mGp o m �® IMPACT -RESISTANT ALUMINUM TUBE MULLIONS 1 X 3.125 X.6 MULL SPECS �a'1i •. S N � ���VJ�S6 %. ��,'•.........•ti sari WA WA 6300JR 9 a rmo ra eaax aarc ` C ose: pnuve r z xaw n KMLL n sma J ROSOW5KI 08/20/11 B vn xu rsm � ecm6aaa. •`-- Jh6SOWS1U 10/10/14NEW MULL- _iHEETSEI nemr. cs.mxs�s mum TABLE 13A Mumon Capacity Table Rb Opening VI RI[N3NmyspeMaO m1Am1m) orOpaIng Hat2M (WhodmonmyapNnng 3nU6om) Nm Wk, TON mk, mk, INL, tmm 140M took, 1[4[.128 Reatanpulm weir Top ". wWg Rudel ft, IoalW Inwriam. LaadnO malmpAa Lae , I Ta'Inbb. wftg Rlaieedb lmd6p TW'nlana Wdnp RWIaI,Odm weir Tvpmm19. 1I I fled ar 1Aa4M I n"T6vq wem RNlmp6v waded ltalvrbN, wad, Rodma'Eal Lealm Tnp'NON Lino, R4NnDlm w•3m TpTOeb. W3r9 AluMu®on°� 1111 a it 111 1111 h IIH II ISM INA 6m Into N! ITan IN 1i4A n6 Iran NOT Ifan ON ITan IN 1m0 eta 1Tan Tile IraA W1 into 1240 Imo 6N Ong I4U ITU of told 1459 VQA 01 IRA 140 AID w1 48k, 170A red Care Ei4 tmo WO Imo ON tian 9W 17MO BN TWA me Imo NJ 114.0 1n6 Liao W 1Wd IN] Ina eW NOS 130 Imo 6W I11.7 TN3 Into ON n] tied 1TOA NO WdWk, Imo n4T +T0.0 N3 1r0.0 eW 1]pA WI 1r0A TOM TmA 6N 1TeD 11N INTO m] 160.1 1]N ITnO Tn +Ina 1a6 Iro.O TW ItT.1 11N 1rae r6e 19rA tee Iroo rN O)A t7b Ilan rN Nk, nag }U nno B12 tang ON 1m.0 Nt A0.0 1110 flan Tel 16U 11N 1TOA ew 1A] 11w ira0 W fa.a IIN Imo eN 10Y0 11w IrOA wl Y] +iw tang get T] 11W imD W1 wN flag NOT Aar Tel IWS lax tang lU In.B iW 1BId w] +a.l 1N] +10.T N6 1H] IW IWA W1 imA tax n6x Tel NA INT 13e.1 m2 ilA ton @6.+ Tn Ire ta3 i3n1 IN wed 1r0.0 n0 1ra0 i1! I61] 9n iwA 618 faA In IHA TIO INA 9n 1xIA iW im.a pn 131.1 Taa N.> Bn 1146 TO ieH ON 1NA r16 B{-0 Bn 1N.0 TO mi On Imo NI F Wh IWA aT Tier ao iWd 9A 1160 rW JIM a} I3N Na tM SO 11}.} ra M ai mlr Ne MT a} Inx W Wo 91T at mi Tel W NA ill 51.r BA aA SIT mb IM W 1n.} T3T 1132 W MA Tm WA Na im9 IN See No m4 am r56 NO NJ, N6 W.0 Na nl Om we me Tex N9 NA N9 NAT 0W CA No w wl Tsk, 11n0 TW 1=T N] NA N3 into en Wd rW WA 810 fx] in mB W NS 1W N] NO aT.1 Tn 09.2 6n 111 1W n.6 an 412 Tex tan 6A MA IN nA N] mN imD T!A 11fA all m0 IN ND nl Tan T21 nA NO m0 TALI 7I.1 ON SIA nl W.1 N1 WA n1 8a1 ON 14,6 m1 WA !m 33] TN NA w} nA r31 61a W6 Sim ma N3 mA 4w e9A N] 60.1 n4 4ai W W IBA /16 N3 0.1 40 San IN CA Nx NA W i9d 1/6 tan an NA Na xle W III 4N xt.T al] a0.T 4m W m nA Ian W.p Or CA 4r6 49.1 4 00 N.9 4m 02 412 9.6 Ian Me IN 3tA IN M 4N S.r Ira U.0 3N 970 Ian N.1 3W mA NO 3Aa ]m ITA Ire N3 3m 1Wm IOA Wi 41.1 NJ w.6 ]i! NA n! xe6 >Ir NO NO 747 W Nd ]a CA ])i NA nt m,l 3n Ira il} lee ]i! 16.0 310 11A ]n 17.1 ]01 Mk, 37.1 W CA W] San W NA 318 ma ]n aA ]I] a] 3W ]M N9 NA 361 NO 30a 1& NT ant 3N fn1 3n tiA NI tan% xOD 3W M SIT NA W m1 2T4 NA 30 21.T x10 m3 3m 102 Me HIS 2W 173 xW INb TAT 212 IT] 1 IN TABLE BE Mc erCA e6i bW 1 1 6,44Me. ANhvyx AnotlarCep Pabeep• 2.7e COPeM S.l. Hwwu I reenaeb FT I mat W1YEbo Ue9m IN•Ebobmmm AFb m'a Utm3m Y18'Eka Naaam 1N•Eaabmrcm 11T 86 Eta AWNNa, WJV Boo llaaam 114.6S Mao ANIa0Nl A1081 8awmal B Anbl ft4(35) Al2nmD m 05) F6N mmmlk,C 1• bVa' 1' 34A' 1Vo' i' IIAN'NWA blrL r 11rY U 0.13' DAI' ani1' FmbldaN 1•YP ISN' 1.YP %1 1• S LnP 4U4• 1•W' 1•iN' 1-0IP i I36' f.N• Yka 3ANIm06iY MN 610mtle0mamal Wpffb 114 ]mb ]Brae Wb BNb1 1 IIM Urge 2W310b 2N Ian Wllm WBM NI4 Inlm 4 4AMMn82]YMh O.n.IBMNN(NOla9flp 6b�3R 1mm IOOb 6Wm 1410Wa pnb WA mOgM6Wb WA SWIM WA fnb N61e timed IAmm•N I.tYMh OIIl6am•0(vApaDC9pffp.4T Boom 11001eu WA Ba4 TWmWA WA13N4 INS. amb mumIN4 2N44 8104 NOb"WIN ITnb WA WA WA WA WA NIA WA WANppLLBR nab WA TWIM3104 WA 440m WA Nlm Inb Smm IAn01mv MEMO' 9 maned Tmm WA WA 3W IM WA WP WA WA WA Nam 6wb 11mm .ANCHORCAP.., NOTE FORTHEOFFSETCLIP, WETHESMAEANOHORPATTF MIDANG MVALUESABlR SDWUMWI:LIP. TABLE NOTES: FIGURE I: FIGURE2 FIGURE FIGURE4: FIGURER: FIGURER: 1) SEE SHEET I FOR INSTRUCTIONSON USING THE TAB' MAND SHEET25 FOR INFORMATION ON LOADING. SEE It SHEETS 24 FOR INSTALLATION METHODS. FUnPLEMH 2) LINEAR EEN MULL S ANDA)R OPENING WIDTHS • • • 3)MULLION A D MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES 4.00 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21- FIGURES SHOW FIGURE 6: FIGURE& FIGURET: SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPEC[FICIkTIONS. HOLLOW AND LED BLOCK CONFORM SHALL BE PRESSURE-TREATED SHALL.5. ANUDBEBE ALUE SHALL ABM MD TH AIT NSOMUM SOUTCONHERN IV41STUDS M B.E11222 �T�T • • THICK (16 AR063-TS 33 OMINUM TO BE A IOOOF ANGLE CUP (FIGURES SOS) MUST BE USED IN PAIRS. AND AM. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL AIO R #12 ANCHORS INTO WOOD MAY BE STEEL, 138 S.S. OR 410 SS. No. WIG5/05 O ))pp uq O '�^.®Bglg Q -n �Tz E��'N i :in��APm e C u/i 09Jp3 ,•i 5`�wu9 �4 �e p 6H3ii���SF K sY�R:wke � a� s 8 EF-z eE "s iiff_ e LAM � v ¢¢';z@@@P'a s a �e Yo o 6 ag�E S s g i ii8'i>�'ys^ Faa&ffFamyy�m pe »s@Q»Q IC@e$t ex€@EEEYF'�m €@ QPQQ@q4 a�z3 5E&Eas= me Wglsng3i � s C o- '• m .l 8 C 8 Y� S E �':�� 5 S S 5 5 S 5 S 5 S 5 3 S 3 3 sa yyy 6 ti S o� 4�� b 0 b b e e 6 e b UbmLOPob s n ffaz'e§"a�SE�9'e's"a_$ff���v SQL=mugN�PeegSeo��' 6giP 3reEEc"£eYofEsge o3E��n�G3 � EEEEzyy£�'z�9's�eyy'e� �g^ e� 33 � "o g L 6bb�4��hSe55eb�'��6� 6= a ai£= o�a•evo� e= V Y rmlw �f/ 3 $ S �� �LLsFggnan `a w�ma s� 's3m6amff�sa`s5"a9�a"�,•„�'�� � gs a 'a&Ea£gs53�mgP3� w:�5�8a b b � y b g b e 9 e Pm m e b 5� u b m v 5 e 6 o v e m�� gg 3 V ESsEoE effe63388E E> v Y m� g� asE"c£gY�3we�mE��� ��- e�me�Es�gba�����'"'"s C og i � m=$ �.=ism aR•'���g u ��va�kaba`g���a"mi�m s�3 � �wca�n a E ° • ° r m m m m N Y O • m 3 v c • c m m15 r • i • •T m e. A Y • • A • • p • m Lp ° g 'n 4 c w ®m C A m 3 A • • y • • W m i Rapayr—'� xx� zwf g faa Dw Pi W'33 0N0 4m $1 orO yln-1 w� 1 �� •rm E1w mi m •JDy.� n11o11; o mo O r w2®n2 rows S SA Dcmfsm oa y5m 1Mm Oil � Ln '5°5�� aAw �n pZ mm °J U °�o zm w rono� a 2�$ F m oPHO mz i E� $ w imm ° o°$ ° m�g OOxm 0? %O�a Oi ��=i.$o sg o S'9 3 yC33r=o pOc y�KR - £ '9 d °a8= m�i A FgwSFom 'w m e oL"g� o�A n amo FS f^m o uw� m w z it Enjpv g a Az iasDi�a°m E x R—y OsnOn2y' � % y 11 a��a��{9�3r gn jx p D���o� acec� iz5 Or Hp� a°O 9D �m mmymD�F�mm3 3 a I MIN O 2 D 1 AA 3�yOy i% 3P PCy�°3YC x 3 �1j m a yy° o cx z Z ... m w 3S a z.:z _ d`�v IMPACT-RESISiANTALUMINUM TUBE MULLIONS - gY'o�mo�_*�- 1 X 4 X-375 MULL SPECS m WA __. N/A uo 6300JR 11 n rmo rmwn�+mrc m : ����F•- •..•'"``�` �� J ROSOWSKI0829/11 a -B µr o n JRGSOWSIO 10M0/14N MULL�a_."iHEETSET cvmrr.orunxn�e Wglsng3i � s C o- '• m .l 8 C 8 Y� S E �':�� 5 S S 5 5 S 5 S 5 S 5 3 S 3 3 sa yyy 6 ti S o� 4�� b 0 b b e e 6 e b UbmLOPob s n ffaz'e§"a�SE�9'e's"a_$ff���v SQL=mugN�PeegSeo��' 6giP 3reEEc"£eYofEsge o3E��n�G3 � EEEEzyy£�'z�9's�eyy'e� �g^ e� 33 � "o g L 6bb�4��hSe55eb�'��6� 6= a ai£= o�a•evo� e= V Y rmlw �f/ 3 $ S �� �LLsFggnan `a w�ma s� 's3m6amff�sa`s5"a9�a"�,•„�'�� � gs a 'a&Ea£gs53�mgP3� w:�5�8a b b � y b g b e 9 e Pm m e b 5� u b m v 5 e 6 o v e m�� gg 3 V ESsEoE effe63388E E> v Y m� g� asE"c£gY�3we�mE��� ��- e�me�Es�gba�����'"'"s C og i � m=$ �.=ism aR•'���g u ��va�kaba`g���a"mi�m s�3 � �wca�n a E ° • ° r m m m m N Y O • m 3 v c • c m m15 r • i • •T m e. A Y • • A • • p • m Lp ° g 'n 4 c w ®m C A m 3 A • • y • • W m i Rapayr—'� xx� zwf g faa Dw Pi W'33 0N0 4m $1 orO yln-1 w� 1 �� •rm E1w mi m •JDy.� n11o11; o mo O r w2®n2 rows S SA Dcmfsm oa y5m 1Mm Oil � Ln '5°5�� aAw �n pZ mm °J U °�o zm w rono� a 2�$ F m oPHO mz i E� $ w imm ° o°$ ° m�g OOxm 0? %O�a Oi ��=i.$o sg o S'9 3 yC33r=o pOc y�KR - £ '9 d °a8= m�i A FgwSFom 'w m e oL"g� o�A n amo FS f^m o uw� m w z it Enjpv g a Az iasDi�a°m E x R—y OsnOn2y' � % y 11 a��a��{9�3r gn jx p D���o� acec� iz5 Or Hp� a°O 9D �m mmymD�F�mm3 3 a I MIN O 2 D 1 AA 3�yOy i% 3P PCy�°3YC x 3 �1j m a yy° o cx z Z ... m w 3S a z.:z _ d`�v IMPACT-RESISiANTALUMINUM TUBE MULLIONS - gY'o�mo�_*�- 1 X 4 X-375 MULL SPECS m WA __. N/A uo 6300JR 11 n rmo rmwn�+mrc m : ����F•- •..•'"``�` �� J ROSOWSKI0829/11 a -B µr o n JRGSOWSIO 10M0/14N MULL�a_."iHEETSET cvmrr.orunxn�e ° • ° r m m m m N Y O • m 3 v c • c m m15 r • i • •T m e. A Y • • A • • p • m Lp ° g 'n 4 c w ®m C A m 3 A • • y • • W m i Rapayr—'� xx� zwf g faa Dw Pi W'33 0N0 4m $1 orO yln-1 w� 1 �� •rm E1w mi m •JDy.� n11o11; o mo O r w2®n2 rows S SA Dcmfsm oa y5m 1Mm Oil � Ln '5°5�� aAw �n pZ mm °J U °�o zm w rono� a 2�$ F m oPHO mz i E� $ w imm ° o°$ ° m�g OOxm 0? %O�a Oi ��=i.$o sg o S'9 3 yC33r=o pOc y�KR - £ '9 d °a8= m�i A FgwSFom 'w m e oL"g� o�A n amo FS f^m o uw� m w z it Enjpv g a Az iasDi�a°m E x R—y OsnOn2y' � % y 11 a��a��{9�3r gn jx p D���o� acec� iz5 Or Hp� a°O 9D �m mmymD�F�mm3 3 a I MIN O 2 D 1 AA 3�yOy i% 3P PCy�°3YC x 3 �1j m a yy° o cx z Z ... m w 3S a z.:z _ d`�v IMPACT-RESISiANTALUMINUM TUBE MULLIONS - gY'o�mo�_*�- 1 X 4 X-375 MULL SPECS m WA __. N/A uo 6300JR 11 n rmo rmwn�+mrc m : ����F•- •..•'"``�` �� J ROSOWSKI0829/11 a -B µr o n JRGSOWSIO 10M0/14N MULL�a_."iHEETSET cvmrr.orunxn�e n 5®TQ T ppsoa Porn B 6 9 t-- gggv 0 9 9 s QQ>@@$ev 9 y ¢e5 E oE�F�Ec >Q>@>@1H O y eNa o � H . a 66E��8;i BQ>$Q$ Y z9€6E'�'r R0 e § Q Q E uFBFmHY B� >Q>@>@ •0z qsc _ •ga6� �YEBERy YN $Q>Q@$9 p1 'dQ 8�$lgn9tll w S L 6 y o b 5 b Y N b b o b o o b � a �3$ S sy�y5€y��2ieoy�ywg���� p�va b uE n�� V o g u H b�� e� e b I�mgrlp Ob+S4 r+R S ��ms5"Bq:�&s¢¢"sBBFCe"�,�.gcg3 �xs'aa£3sE$�o'g3E�,�n6pye n r i B O b g� b b ab�o�[d1 g �5zxs3�9s�3�g&$�,�raq 3 C m >k�ec��gg�geoog���� a ses&���'��Ba ys x��ffi4 E�€y:g $"BEe�� �i�� n x NHVCgssly �. a ti elm<m0� S�sva - m H� g s T ��•� c c • m • gill m m A m D m 0 q�j m in 0 R • 9 •EMU • m@yogi m T T y L • p n C C x �* • m p • • y m� • o • • _ A z mC yz a mT ¢m • NOy m ag mmoa W. O,: y Pz m0&mph om3 r zm m aoS a �y zLl 9E z �m ° ONO x R g z42 2opFm mzHz z 0Ff p 90'. T'20n xxnjvg w� w �C3�o fO rijS ° mA ymz wz n+w i- 5 `G pgAi ff Mf�il TmA m mC O°FOT ow 'O°v "J d.°a o�G'*J°Cp m�q m yz o m� mqq��x�i8 m�$ F �� I'�Of�i�m-i 1$mn?O mC0 NmrOxO� Y�mm °*MMUH ili O 2 i°m°m mg �aT r pov m. Too mmi' _ mmg— 1H � e iA 3zw xo� f �' c og Q�;+a gi m�F To m 63or° ° Fn z 0 �gMog ° o yo y om� r m w m z ggscgv gypw o 03o_y00 �yi2r�o� Sx ° N s+ nxFi 5�q �nc po po ys�pmwmR8 M f"°°sFFEpp0. �-9N Em �030%� qDD m Oi a°gw�2GGzpz a p Eg= ¢ °z ` ``;Q..... I) r it °BpNA;IMPACT-RESISTANT ALUMINUM TUBE MULLIONS g126 X3.188X 265 MULL SPECS ��aWAN/A 6300JR 12 r La 0 J ROSOWSKI 08/28/11 °� B x n = W JR�SOWSKI 10H0/14 NEW MULL- :��SHEETSET FL�xxr.aFwrna�e 1V12.12 e�rxun'w'�v 13S133HS-',MWM3N 4L/OUOL aSMOs9.11p a ��auinu. LusZJBO �XSMosoar '� 3 •��.:..- _ YIN 1 ui a[Mv 3Mit M a.a .a < / Wwm as w+u J �. -^ ✓i:. w,�m-a,v�n.oie m^s. � arooes .x tlM� tlM��'.�_�'/��o S33dS llnW OOL'X5Z'EX SZ'bo L SNOn"InW 38n1 WnNlWnitl 1Ntl151S3a-1'JtldWl S_ y � �:� ._Q^ v LL 8m' m'i .ryn,m N• 'o 5 MU NNS O Dmw OP 0 � LLO D® x2 s 3 00-m- ig o� n yy �ZZ ��yy �r D � ~2O2 O5Jj K,Tt���x�(j 03 6 U � a'O�rS K3xzd g¢ v m�LLoZ �xo ZVOD O �g6g z¢ g6gFx � $e �dao�Eds� o_m WBi OOfw¢w mg oo LL € x$ z 003 oiJ �j d'p p 3 3 SoSpN�o D �z Od4jm'=me a �x oi 0fii o ofl� �m�O�d OS S �JZ Y.J a'f Ym xoa f Ezm S QJD 26' W m W om3-zx G4 "'oo w��p�jwo ¢yyr�w i zmLL vP EBR3RoO Jgy F0 ��2�aa 84 ��{rI1 am G� O!2 �Wm W OSi �eUyQj ¢w O0 r- Z"zMm �a O S? 6. ONO maUm{y m ms �wD moLL�;e�e �o R ^mm Pom$'?mod a' 1- aJE • Dmwy �UO� • • • • • w • w > > LL• LL • • • 0 m w 8 � « « � � « i « aeay���;a�aa2�e s 8 t�ewmr . �� �$ee39em@gA$g7 E� e R g pypm0q S; 8 E 8 g 93?@"xx�� A E � At��wm. Gffi C CtleX9 sa ERsae E PVOwamw=^u 3 «9 e_ m 8c.�^.R b� e Z ^. « 8 � u 6 fi3 ca-mda�xe�:i=2e? o u cco mama a's89€`a 8?��$as ^ 4 8 e�F &9 F �aae:aas=anaaaa a aWo�mo. - ' g 3 'a a 6 3 $ @ 'S9 a �8 yo q3 qa a Aodo,.eur M1 e� c a a a s s a 8 8 a e 8: o e . s s 8 8 s s s i= 8 ma �•.�n0ffi33a 8� A: g «�F� k �Q •yy 8a8<aa wx§x m�Fa�`39��� z 83Q? . � $• }8��356 naa<aa Sa a a a a 8 $?���8�9R S "-'-�aaasgn a r.aaa<aa _ee � 'a mop 6o�tl Y 6 an®tl '� La� < e TABLE10A Mutton Capacity Table QbeRP) OpeNnC W4N (brWOdeBy5pa19MgmUGom)orOpmnO X919Xt(brMfiloMlyspemM mIWNO) who NN ION No, NN ICON Into 110b If01n 1]6x3A5 BAN Rod wtr Lo90n0 TryNWO. Ile, RKW*JI, U." Tnpm.nO Wolin RttlN06o Stook, Tuflao4. U.dkf Jxll IW lntat, R.010109. Lm&0 Rldmtllr LN0N9 TWFFIN0 Wt6hp Rod"" IVA, TFWT&n0 LOol0,0 mtlY@Av Sam, IMPTUR9. tuaNg Rt Pbt Laos" TOPN61nl, AWIWIdv Lmlp1 It'um. GMN¢9 Million R�+RgER 5d a g 6ydy fi4 3 eA7g�7 Y& fd $ gg E $$y� CIA 8p�p F8 g is �p�pBB Fd 5 gg�g&�. F& S� 4111 S 3A a it 18 A €a .gLmWp 3 A i8 Y8 NN IR0 W. 114.0 US OW NI INA O1 INA W INA N6 1104 in "CA Ste 110.0 111e 110A Us BOA in. INA M1 Han 110 USA GI BO.1 INS Not 6N 170.0 wall INA W at. 1N.0 701 1NA 6N INA 90 INA 6M INA IN 170.0 NO 170.0 H33 110.0 Wt BOA I96 170.0 bin 1704 1417 110A M0 170.0 1700 Not W 169.7 IRS 111$ 00 B46 IBM INA NO fOpeN IN.O iH 170.0 G9 INA 191 110.1 611 11n.0 1Nl 1T0.0 GI 110.0 11N 1lU m N0.0 1Nf ti0.0 }11 INA 11N. BOA in INA INS INA }G 1521 107T INA US w15 1111 t1AD m NN iNA m INA Iw INA ISB INA 611 IlOA 1Na 1104 764 INA IH6 110.0 W flu 1W INA IV INA 11% INA W LSU ITO 1R0 NI 01.1 INC Ilea NI iNJ IN9 IVA NI MN INA US 1104 NI "as Ion INA Ill INA INC IRO HI 170.4 1117 INA NI 101 1611 IT" IY 145.0 151, I70.0 Ion 120.E 1611 INA ON loll 1611 To 1Na IOU No Salt INA Im GN INA IN 170.1 rl6 Ilia III No OM 110A UN INA NO INS INC 1i0A lots 11U 1I10 IRO Ion WJ 13M 181.a 102 INA UN INA 10n 594 LG.1 NN 1e.3 INC last INC GN IRO HI INA N9 IF" 1119 IT" ON INA INI 1100 101 INS IHI INA 1013 wl.f INS INA ION NoA W3 HfA BN Po.l w16 1]OA eN Nl IHe 1H.0 HI 60.1 INa 1HA 916 Fob 1M1 1N.0 m INA SCSI flu 6H ItU INS SILL Ill MR INS III, BM N] INS 1N] IN 0.9 IN9 to NB W, IN9 NJ W 623 INf ILL IN 63A Nd 91.1 W TBIo 113.1 NI Nu Rd It9.9 NI INO 9N IOU 941 NIA NI NJ 111 IN.O 1N NJ Mf HA rG TIA NI N.1 }61 646 BN NA, iN 61A MI RO m IIA M1 IIJ TN TIN 111.0 OM IVA m 1110 N/ 110.9 101 NJ IN 102A 163 l23 IN 21.0 TN N] 191 VI IN U.0 IN 11] Ni 6U IN 10.T Ni 11.1 NI t1A 101 IIA 191 Nt NI NN Nf IN NJ bM rte at llf 6N W Ill 6U 616 517 671 NA 6% BJ H1 CIA 69 0.0 111 154 551 MA Ill BILL N9 N.i W]¢1 fll NA 611 ]i9 DB mi. RI 6% NA W 60.0 N.I 6N s]A NI Il] IN HJ 6M ]U Na lU IN !SA 6N E.0 111 rifi 6N !LT IH E] 6N iU 119 911 sN HAIRAiC11n N.1 dG M.1 NI 1U NA /66 ]i.t N0]1.1 /M H.9 IN 3LB IB6 E.I s91 CA,$ IRA 21.1 391 N.1 IN Us ]N B.l IN 311 ]1f 16b /N wA ]r0 LNIn IfA Ut N1 IN 30x INA H] N1 11.t NT RI 111 ]U ]N 36A 1.. HA 316 III NI NA ]N f1.1 NI 2U 1N 16A NIL IU ISB 11]YA1NlUaN 313 311 10] nA W !LI >H IIi !11 E.i 9tB RI HI E] W 161 H6 IIS HI ILL IN 1U ]NWN IID Al 212 0B 1TA ISO m 13 me TAR, C 1r0] -- -- AncberC.patyT.Nb WI) Bulpkeln 2 O1NIM0 INCOC. MmO.INU NNCNU PSWOA MNB AneNArCUp P.Bem. MAln SM@E1mmQ01 Yl Ek0000rm 0Wm MI@Eka*1' YI@0t0koM,YW m. Rtm 11f BBHtO AMMUI 610Nm OdUq H NPBI¢ &m9N9N Nxfiiml Btmt(OS) @a01W I. z-IY! I. x.Yz -Ito t• P-t1T z a.m. 06l 19l 1bf tYl r t•vr 1-ulvd•PA'MN,9 Nl1@MIn Y.C.16YtmY040NN ati Ito aM.O DAIm ®U- 13Y 0t HObf >Ialm1PoNBPItEOPoC6pOTeNANW Ik imPo WA WANIA N/A WAWA WA ENWNIIa G4N 4GIm33ANbCb3T m Smut iNY G0W f9NW 1YBW N(¢f TMWbW 16MW GxW OtO0b1•Y0pY6lSQ NN WA WA WA NIA NN WAWA WA SSalm" 4law HObt SEW EOm2A.J..N+.t@MAOGIFCO PNOS SMb NIA WA N/A NIA IMm N/p WAWA WA NIIM dN PA MI. FIGURE 1: ROUREE ANGLE FIGURE 3: BEUSSFFD� IN PAIRS. FIGURE 4: FIGURE 6: FIGURE6. • • • TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDAOR OPENING WIDTHS IS ALLOWASLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE GRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WOH AN SG OF 0.65. ALUMINUM SHAH BE 6083-T6 AND BEA MINIMUM OF.100-THICY, STEEL STUOSTO BEAMWBAUM GRADE33MO 046' THICK (18 GAUGE). STRUCTURAL STEEL TO HE ATLEAST A2W THICKANO ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 010 8412 ANCHORS INTO WOOD MAY BE STEEL, I"SS. OR 410 S.S. .ANCHORCAP..• CAPACITY TABLE. I.2WX3.2WXAW MULLION No, 56705 FL P,E.B 68705 TABLE 11A mlmmn Isp.aa nMe ObaAP) OpeNnp W4N D1r3en3kTAspelmOgmlGaN) krOpeMenp XeIOM (b10aIm11a9ydponNlO mWom) Wb Wb lob Sax lab 104b lab HIM lab 136X3i4 X.024 RNUSYll, LwFa h4P0Un9. batlbp Rldaa06u laadry TOPROxp. Uwe RauWeelr 1aa00N TI*TdM, Uw, RNIVptlx bruin TnpTNn4. LNdp RldrnaArl IN001 hapRArn9. Uwe NNVAdn Low, TrapfNi.' W0e0 RxINNIv Uwe TUpT4ep. Lorene RlanpNl LeN60 hrpnNna WIun9 NobNdn Low, hrpNia,' 4Nb0 MulaAe$ �$ F4 MI id 6p�p�g�. FB l$ F@ 48 3 18 11 @�$ 11 3•� i$ 4 3 i8 i Y8 @ 4 $ i8 £4 �emijUba $ Sr i Fe F 3s F¢ 48 421. VIA 6m Ink NS VU 744 Ink NI INA 6G n0.0 606 Uo.O Ill 170.0 W INA IV5 1N0 621 INA 1NO VIA Oil MA 1161 110.0 a1 nno V36 nU Oil look fan In.0 GI WI 80.0- ?G VOA 1N 11" G0 110A all INA 9a VOA 530 INA Ila 1704 461 I704 U16 114.0 ea INA 1411 II'l fill 11U VN 1700 6N 1N.0 ISM INA No 1r0.0 =7 114.0 Ga fiou6b no.e m non fill link Ge nea GI NOA las vok GI +N.o nN naA m neA tw +Na w va.o NN n0.e 70 Ina 1103 vao ill naa as IRA me INo ]m NOA rG Nln 110.0 )91 ISO ILL link 16g INA fill 110.0 NV Nao 111 1)U Mae 1r0D W I10.0 11]I INS fin 110.0 1sN 110.0 IN nno 1913 1ro.0 161 link 2m1 1lO.p GI TAU 24" 1ooq GI Wb Q0.1 Gs got al Ink 100 INO in INA INC lilt a{ BU Ill? MA 9U MA U24 110.0 IN 1a.0 Ina IFU 103 INA 2129 11U 1W IIU 2103 look 100 INA 2Ul INA INS aln one aW 1N.0 311 look nG UU 6W INA W2 IrU NO INA 1406 VIA 100 VOA 1613 Un0 Ina TWA INS 1114 Ila INA NO INO Ion UII 3N0 t10A tVl 1V.1 ]010 INA 1111 ill. VAO I71 VOA !G 1N0 6W U0.0 all IMA fill VIA 102 f100 1 11 Imq 1IS 1rU 110 INA logo INA ISM 1703 1310 111A JIM Inc IlR N]J 1N6 took Na 10L2 I'm n0.0 nN Fail 110.0 Mall 170A Il{ Inc Ula NU 1W INA 1IG 110.0 Inf INC JIM INA Ina Mo Ina %FDA 915 130.7 JIM ISM INS 1113 JIG ISL9 INS G.1 INS INA face bi I11+ IN.A ISM Ill. 1ll.l Ita 110A rlr 1N0 W6 1N0 oil WY 1W 110.1 IN6 ILIA 1]N In9 lab NL1 1661 M. 4N W. Igffi NIA V161 N3 1{gg t4L] 1W Nl INg 10.] N19 Mal 1161 RL4 tll{ Nln 110.0 1161 11U W 110.1 Illl 1N.0 11V iG.a Ion IDp IN6 IIU I/N 1G.0 Hal 1TD 1111 111.1 UN IN.1 Nn 1]U 1191 N.9 tin 1169 11G n.9 UII 11U II60 6U IIU 1GJ 11N Win USA 1110 UID 9G IfU 11N laa taJ161G.1 Iota ILL BGI49 Ifoo Ira ea lL0 Zito G.1 Om SU I110 11] 091 N.i 1110 Ilk nfi NA 1110 G] 910 Ni 111A alb W] G2 ad 9r5 101A aU G3 Ill bid m.d W ILII a6 118 a" G.6 Ii6 9SA Nl ILL 9N nA - NJ Srd dU n9 no na 193tOdlnni NDfill I0d nt }U n] n/ 61A 111 ini fill ILL nl 19A fill 11.1 nl 48 GI 31] oil ]U W NI r)1 1U G1 2U nl aA allIllla 113 al n]GI "1 130 664 Z111'I 6U GO N] ill 11a n1alt no I30 W n.1 la 41.1 6f1 318 730 3L W0 aA W ]IA G4 SYS n0 N8VAIn64IW 0Ufill a4 6U ILL GS a.1 {N al dN 3U a1 9U 6m Oak 9N aD GI VA IN ]ir 619 21A 6N 24A 159 ILL GI IMW1VIbNAM G.1IN 21.9 Ii6 NA R61 390 213 1]3 a.4 3N " I23 1 MA 311 11.3 Nl 16] lrfi TABLE 118 Am.hOrCep9ala Tame0b.) BWam 2.AIGxitl6 ISMS. tl4IW11 FlN0aA0 P9 OA N98 MNercupPatiame NsmbJ •'+PaWlm@m of ko06[m UI@JIXo UTNT S'P a, SU m WX UVpVlYmAO VfU9a! AM a2s8Ntl NBZ GLfaip f' 2M 1• 2VS 11T 1• 2-117 1• AVY ? e.11d S O.G' OW a" FJnbgllml NY• 1.Yf 1N1' tYY Y 4114. loot 1-0IP LVf UVI' 1-0If Y 1.V6' 1.YP veYr 2M[Im®I PVJRO.CI NONOOR 11 me. 9mb M• b ®Opx 1 Im a beb IWIIB n1 Yq W11i Neb Nob IGb EOea IArt0d6G I.1PMN 0.G IBbNW (rt 0TA lmb imb NM WA WA NU 960b NIA WA NIA WA WA G2b BGFA 11Nb 4""GYMa OAI 21SArOC431 Me aY 1Wb ]Nb WDb IOWb 1006b NO aI] fill@{ NIA iWb TGb IGb I6Nb Gab IBOb Ilab 4MMGO.G'M]L0.G.1UlAIAFb JiYNmLOl3q WA Ni WA WA VIA WA WA WA WA WA WA WA WA laib 1ARWl11Yy0ia df Imb I Imaa 2bb N6Y 63 P4 1]613 1q 0A 1nb n0130 10ib i9b Ia3 OOb alb 30b 2ANhb LI6•Nn ODIF 2bb aWb Ni WA NG NG 1Wb NG WA WA WA N63 MAI, 4421b, I FBI ill FIGURE I: FIGURES: FIGURES.. FIGURES: FIGURE& ANGLE CUP MUST REUSED IN PARRS, FIGURE 6 CAPACITY TABLE vz6k• TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET M FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULLLENOTHSAND)OROPENWO WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSON%SEE 3. 4` SHEETS 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOW0IG DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-21 FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI301 SPECIFICATION& HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL OONFORM TO ASTM C90. WOOD SHALL BE MESSURE-TREATED YELLOW SOUTHERN PNE WITH AN SO CF 0A6. ALUMINUM SHALL BE 0U, 60aVI AND BE A MINIMUM OF.IOV THICK. STEBLSTUDS TO BEAMINIMUM GRADE 33 AND 04S' THICK (18GAUG4 STRUCTURAI.STEEL TO BEAT LEAST AWTHX:KANDA33. AU ANCHORS VITO METAL SHALL EKTENDATLEAST 3 SCREW TWREADS SEYONDTHE MATERIAL 010 S 012 ANCHORS INTOWOOD MAY BESTEEL. IBBGB OR410 SS. 1.TS'X3.9YX.OW MULLION No.50705 n Malin Capacrty Table /MS Opening MdUl 0AT Wrloa*SpartS mWoral or OVfinbp HYDMOm1A4AM>AapemllD MO.) SON NN 1oN Bob 01. imM (MN LION iNln 2x4%Se RwMpur T oSM, pidenplw Top""; MosawY b{4py4D•'yy$ISIS,•.• )hpmeS. FooloSs• TnyMm& 2 Rwap. MIMI.. Awo ler Thalmarl; ",ft69 RecWDla TyVmmp. RadmrgpIv TnpTNip.["i-0. ry,lY ®pLarimOB{.Iyp} RpmNp yp9ISM, i8H �y9•letl,gAyµ O $@¶Dy1g}S@pas, i8!S pypweey, iNN yp9Ladng99O pp¢INS, ]p}HISS yp9L.*Q9O ypgLoss,, 'ypgladle 3y@�LaoftO! yD9lasbp.Oy }y9•Na0.,y1 yn&ISed.p Ina em ITU 4N NOD 1N NOA In DOA W NOD 600 IRS mF IIQU 519 1N.0 1118 I= NI IMA INS IMA fill 1740 I4M 1NA N ITO, Ina Ina 631 10N Ins 6MUN IIOA TN 1M0 N4 IRA Ia0 110.0 6N Ito-0 OM DOA NO 1ra0 11N 1R.0 NI 110A 1]}6 110A NI IR.O 1/11 N0.0 ON ira0 11m 1M0 M0 1RA IM1 1TOA W2ml 110A Na a0A301e ti4a 111 I7aD Ml 1ra0 m6 1)0.0 Nf 1RD 1W 1700 gat I70A tlm 1}40 1D 110.0 iW 1}0.0 iN 1100 11B/ 1ra0 im ROA 1}N 1]0.0 Tm 110.0 3m] NOA >N MSI 1ra0 TN NN 1R0 M Ina M2 IAA W INS 691 170A HIS HOA M IM U78 N40 W IRA 1W 17U N7 Ins INS IMO fiN 17U 1913 17U ml InA all IMA 851 MN ITOA W NN 1NA BN INA 101 1700 fm, 1ND NI 110.0 1]N Ina Na fiOA 1tN 1R.0 SN 1RA ISM 17U Om HMO IDI ?to fMI IM0 MM DID IM) IM ]4T IMS INS 26N iM0 ION NN N40 6N IMO }U NOD 1116 IAA NO IRO 1SN IMA NB IND 14W INA Imo 1MA tan 1RA ISM IMA INS IMO 11D 17U M3I IAA 110 1MT MN 1RA 3H1 2ts1 HOD 1T1 NN 1740 m4 D40 1M 1}0A 1100 R0.0 BN I: Im1 Ina ION IR.O 16s Imal iW Im 170 110.0 HIM HMO 1MI Ii40 1310 t}OA 0310 1T0.0 i?m fa1.0 3Ui IIDA ITN i3)D N3} R0,0 iW RN 170A ION IMO DI IRA ION IRA INS 11DA 14M IRO Ila IMA Ina 17U IDS 170.o I013 INS Ills Ink 21M 174.0 IMl Has 2IM vac 1W IM.6 31M IRA INS I03 MM 170.0 1W MN ITOA I1D 1i40 NT Ira0 INS IA.O I m IRO is" H0A ISM, 1R.0 Ins 1709 IW 10.1 INN 1R.0 INN Ib.e INS 170.E INS 12U INS IMA INS INA INa INS INS Ne ION IM? 101 mt, 170.E 1151 110,E Sei 1710 1MI 1M0 Ills IMO toll 1.0.E 12N 170A IN] VU INe IN.i 1N1 11W 1474 NM tml 1M1 INS INS tell 147A 1413 US 1NI 139A INS) Sea 1N1 Me 14U mY IMO INS NOD 11M 140.1 1395 Ina me 1D.0 1Ne INS 1196 111A IMB 1MA 1171 MA UN Ina Ills Nd INS MIA 1147 746 ON 60.s 11D NA NM 027 IRS Gas 13% T40 INS mN 1DA ION 161E IN9 I3z9 Dap IDA IDS 100.3 1]D 1113 tsI S2 a a" ISM 614 IDO a9A INS Rr IDI US 101eNGIAINS iti N] 6L) INS •ao BD M1 IA ml m71mNNOOLD)aNA •11 DS NB 4} D1 044 aD 571 DI MA OM 01.4 971 s40 msSn11A lm 31.o ST 440 }N 3TA Bn 40A DIIllb NA 01B DA ON nA NB 61A a12 60.I 010 70A W p azo )SI a3A BN m.> TN D.1 Bip sl.a )71019 NO TR 341 S10 10.2 T43 ]D6 910 D.1 1N 1mN }fie )N 140 rN 0]-0 l68 fi1A }m 619 ]69 m/ Nf 173 >m 19A W Hie iM NA N7 D.T >m 40.E 0asiN ND W D.0 }e9 it0 NI ]36 IN 9A e31 1NN {41 W NS 701 341 NO 31.E 1M 313 6N 31.9 191 DA W ]4] IN MA W MS 479 M.6 W DA U4 11] 640 10.6 NI 16A W N3 4s 11I W NO W TABLE 12B McharC/ a0MY Table 1 SWOBIB zn QaNO 116kWV. NNoamu I FordWV I PTWM i Yatl MGNOrCpp Pelbmt Am]a SMB'Bw10,wm V4•fsOUe•[m N4 EIw UM100 pip Elm,Asm V4'FA9uap[e1 W'9e fY0 a14 FYo UMM Uf mDeO ADIa.1v /NYm BpnLOM M28M 4nv(OS) M81a1 BCM(05) Fqp ODUTa ON I• ISvz bvr r Mr z 81T z QQ• O8f 8A3T FmhdnN I.Y4• 1b4• Idr lyr1• 1-V4' 41R• INP H11' 14IP S 131' 18T Moss 3NKNe®li6•mrt QQIBNtle6NO2e1 a'416 MM aW Wss mBlb M 2NMS NNW 7401M A4M NIYG N Y0 Mt&] 4a'N Im IArtMe G30•MN OAIBIeWN(m Np ]Uss ]Ob 8Vq 14NQe also NY, m61m NIA !NN WA m]6f BOOM 11mW fiM0esN 1.}I'YN O.G/BiNAq NIYaN p1 We ON )elm 104Nm NOW NA ]RBIs NIA WA WA 1NBIs 1WNY lmm 4MLbnNSY1n4AI a6AKM Im0. MOM 7 m'NYs Issues, JWA mes NW MIN rbW 0m as, IeN6e BeM BN pI IID6eeMMGS..QQ/ WANSCpelmp6i IIMW IWO IMM e]N01 Op MO1Wae Moss WA NA WA WA NU WA Nw WA iW Ha WAm WA NA WA WA NA WA NA WA WA NA WA el es,11asss maNa MW 7Nb A mcm WA MBO NIA Itl es, WA MIOs 442. /Amm =0 D3YsA 3NIU NA =1s WA WA WA Elf •f Wes, MOMS NOTE: FORTHE OFFSETCLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUESASTHE STANDARDCUP. /g(.:::)CIRCLED VALUES ARE USED IN THE EXMIPLEON SHEET24. .ANCHORCAP._ FIGURE I: FIGURE T. FIGURE&' FIGURES: TABLE SHEET y,000• F.M. • • • h9w pe00 /NNw N\II II III I} 1)6EE HFETI FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 2i FOR A� N•( • • • • • • I RMO I GENERAL INSTALLATION METHODS. t � VCEN3 FIGURES: FGUREC 2)LWEARINTEITPOIATION BETWEEN MULL LENOTHSANDIOROP@JINO WIDTHS ISALIDWABIE. El • • &')MULLION ANO MULLION CLIPS SHOWN ARE NOT TO SCALE.FORENACT DIMEN510NS, SEE SHEET921d3. HOLES TO BE DRIIIFDW '�0THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23.FIGURES SHOWSUGGESTED, APPROXIMATE HOLE u• 1. / fyz F-1 F-1 • LOCATIONS. N W I/I FIGURE 7: FIGURER FIGURES: FIGURE10: !' WC ® ® • • • ANGLE CLIP 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOWAND GRCUT•Fe CONCRETEBIDQ(UNR '�� '•;FLORIUP:'[7��` (FIGURES 688) (CMU) SHALL CONFORM TO ASTM FRO. WOOD SHALL BE PREBSURETREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.65. MUST BE USED ALUMINUM SHALL BE 6053-TS AND SEA MINIMUM OF.126' THICK STEELSTUDS TO BEA MINIMUM GRADE33AND.045'TKCK(18 2'X4'XIVMUWON 7/7S/ON('�''�'LL- I1` IN PAIRS, GAUGE). STRUCTURAL STEEL TO BE AT LEAST.12V THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW ALYPit'41f'v{lu.en, P.E. THREADS BEYOND THE MATERIAL. D10 S 012 ANCHORS WTO WOOD MAY BE STEEt, IBB S.S. OR 4106.8. FL P.E.N 58705 Mu016. CHDAWS, Tat• ame 41,1119 WNDS(/xwN,031 BParLSra BU(IMM).rCPA01n9 H•Imht(rolTo6mRaWepMHrO MUSbM) NN BON TON I a I INN I MOm ImN 1101, I0F 211AX96 RooMONr InAftg Tra moo, L0a0ry bfluglbt LmMO TolormoS Lae610 Riamil011 uwao; mafafi . twag Ra1MOJer Laa61T TPpfflaaP LmMGO Rwlnpd beam ¶1"Mm,m ,teary THIS" a to." m1PROW Lbmry RabaPOM Lomom, AeRN1aA Lwbry RNIMPAX SUN, I TropmMP LM66 Ra SOM, Lae00 TO 1111AG, Mum AWm. rAd. MuNeR {g� �@a@ � Ila I h I h I h I h I fa 1 11 11 gg a gg lballIla yy a$ p 5g g3 I ggyF I, 5H I, yg otF 17 On INA ITS Ina ill INA 476 I}AO M O40 Sog INA OM 170.0 610 1704 1114 1MO 01 RNA IND 170.0 91 17AA NM RNA 521 ITAO 17H 170.0 MI INA 190 17U AS I6F 170A NO iota 52/ INA MD 1N.0 561 IRO TM 1/0A 00 I10D 1133 I10.0 6M Rofl 196 110A 09 ITOA 1/11 INO no ❑NA RM iota MO I}0.a IN] INA 6M I104 967 iota S0 NSHF 170A 147 1i0.O og3 INA 0W iota MI R0A lots lids M/ fi0d IfM 110.0 TIN 1N.0 lots IlAO 111 INA I/N iota 1m 110.0 11m 11G0[14U f]Oa Mill IND IN 1l00 9TI tlm 1ST Nb R40 1N 170 612 INA AS 17U 591 lima HIS INA 79 INA Ina 1N) BM INA Bb INA UT DOA 15% INA ON 1N0 1913 INO IRA 2A1 INA at 170A Nog IRO MI NF INA 5M R0.0 ill 110.0 10M R0.0 1M R0.0 iota R0.0 6TB 110.0 1/fi iota GON iota 15N lima TIN I7A0 1R1 I}0.0 100 IN.O AH R0.0INS 110A NTB 1N.0 102 IN.O Pill ROA tOM MF Ina On INA 745 110.0 nn IN.A ago 170.0 an lima NO INA 1/1S Ina MID lima IDn INA ills Has Ina Ina tin 110.0 =it N0.0 RNA =I INA 1171 DOA INH 170.0 lilt p OF 70A 04 1TOM ]0 170.0 INS 1= all 170.0 IV INA bM INA fill I AO In 1724 Ila 170.0 TIM INA INS 1740 1210 lima mY 1TOd N0.0 9]I 110.0 1X0 f1A0 fltT lima 110 TON ROA 100 ROA Ds Ina SIN INA ills IT" ills 17" RM INA IND IRA 12H 1710 1la 170A 1316 IN.O 2M6 INA STM R0FF MSD ITAa 170A Ina IN.O I= Ina bm STU ills 1N0 „M IIPO M7 INA tots Ina 1MA IT" 100 11m Ina 17U 11M I7ND IZ2 1T40 MID 17U 101 1ND 2N3 INA tbm INA MM 17U 1N.N 340 IRA 101 R40 300 INA 170 NF 110.0 list 1710 0m IA0 INS lima ills INS lilt INO ot50 IN.A 1ND 17CO Ina INA INTO STAFF 1414 1NS 2m2 INO IV 17" 27M 17U IMD =3 Iota 1n7 11A0 MS3 ROD ITm MF 1T0.0 13m iota 11N INA SIN 1140 ins IMAS IIM INO IIM 170.0 HN INA Nog 170.0 9B1 RAO ITT lido ]AO 17U 1013 17U sill INA 1N0 MIT INA 220 IX5 N131]0.0 201GOOF INA 1411 ITAO 1233 INA INA 1704 INA Iota law INO tOri IRA 26 1lOD 1N1 1N0 2M0 R40 iTM Ii60 202 110.0 m05 100A NM 1100 121.1 Plot 1SSA 3170 12ad fill 1N1 tots 1MN Lida ISN I All 14M INA 1013 lima IMF 1i60 ri31 170.0 100 00.0 3M0 1I0.0 NN INS 9M INA 9H SAID Val 101.9 2MT 12H 9a1 14M lilt MISS 2781 SHUT 2251 M,7 931 SHIA OIN IIIN 170.0 1648 INA 1Ib IMU) IM RB A IND INS 22M INS Milt170.0 Sall Ina210 AILS H32 Las 2As INA 2Sn 440A ri10 113A HM I284 21M MA Hit INA 2120 sA/ HM WOA INm 1mN 110.0 1RI INA togs 110.0 2125 INO 1MB 154./ 222 1520 RN 1MA TOM 141A tml Im.t THU 192 %GOm 1m.1 MM 11A1 tots 0A1 IIM BOd ills n 92 21M Na NY 074 na OLD ISM lab UAI lost INA INS IOL3 IV 1N, tots W IV 01.6 NOT /A2 IV a41 jam DIS IV M.3 IUD MA tog1 NT 12" US INS NO IAa b2 logo' /01 Sim N1 N, IU TOM TARI P 1RR AID OTC• AAI TA le bA P Imlt 111 WoNa. 135kciam. HwN,wU Mw= P7 wilt MehwCBp PMMm/ ANINST,: 11Y Im. MNOM US. Eft UOM. MIYEto M. XIYEb011IU SS, INEta UOMm U/•096b ANSMG,W1 M,YmM LtrU UI.63Eta AmIOGYa /10 BEel eam P00aas061 6RANit OMAN So"'(w) FdP Rllvcl mT 1' }tm ,• 1,m suY 1- 24M 1• 2•im r stlC r a" M. 41A• EMANW INV 15'1• 4LP 1A1• ? iota• Mle I.IA' 1•IM dill• I-0M' Y 13Y 112• am 2NtMe W4.TVMIrt0.GlewtlNaomet4pa.,. m0 ]Bab w lbloe 9. malt JAM 710m ]T1 sot lm NOIm Nlb I0 MO I'm 4MXS••01AB'MAn.n4191eMaE(aonaOmN b.i 1Nb rMb IN 1A2b barol WIN 1Ub IIM1b 1Ub ,92M 18M m BMb og31b 11m 1b s Ammn M1.T1.2Av 0.m I01eMXllawaU ffb.4 11MM IIMb ]SO b WA WA BIOIb WA ImSlb WA WA WA 1]03b 1r70b PROM INrMe®YN4ocrPlalMp\Cpr OC TWb WISH1m limb Noll Mb WA lMM HBM WIN ISMIb M. NM1m 11RM sAaM10Y1f�OF IPIasAN4dalffIP00 I6WM 16Mb 1b STMb 10BOb limb WA I6INb limb 1>ogb ]]NM t]S]m 11RM MIOM 12Am0en 18oO00.Gl a6AMs03m! .n INOM ZOHW M Hw5N,MM WA WA 13mb WA 1WOb WA WA WA 1a16M TV 2mom IAmmT01A1'MNGGIUtlq W0.1m'ANm.Pb.6 WA WA A WA SBA WA WA TVA WA WA WA WA WA INDIA BAA:0Xe00A1•IAA.O.C.IUGIPNo.11Y AUm.Ok. Of WA WA A WA WA WA WA WA WA WA WA WA - WA not ON 3AMIpn 040`MF 0.ClFQp 10Y ]0pM ]00b M IbOM 901b 2001b ] m Tam 311b Bogb NBb N,b M21b MONe .ANCHORCAP.- THE F•--2,000-�I PRV IOFFS 1LIP.0 ET 11 Smb ]Wb lm WA TA 4WM WA Mob WA WA WA MlM OW Ib 11mM �G, �pL NOTE FORTHEOFFSET CLIP,USETHESAMEANCHOR PATTERN ANDANCHOR VALUESASTNEHTANOARO CUP. TPBLENOTES: BY`J MIN FIGURE 1: FIGURE T. FIGUPE3: FlDURE4: FIGURES FIGURED FlGUREI¢ FIOUREII: I) SEE SHEET IFOR INSTRUCTIONS ON USING THE TABIESAN03HEET 25 FOR INFORMATION ON • • • • • • • 1 • • LOADING, SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS • • '� • 2)LINEA0.INTEPPOLATION BETVIEEN MULL LENGTHS ANDIOROPENING WIDTH913 ALLOWABLE 6.000 • • • • • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE. FOREKACT DIMENSIONS, SEE SHEETS TL• 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONALRESTRICHONSSHOWN ON FIGURE 6: FIGURE 9: FIGURE T: SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE : •O 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS HOLLOW AND GROUT -FILLED FIFIDEDEPAIRS, CGP(FMUM CONCRETEBLOCK UNIT(CMU) SHALL CONFORM TO ASTM(An WOOD SHALL BEPRESSURE-TREATED mw YELLOW SOUTHERN PINEWITH AN SG OF Ob5. ALUMINUM SHALL BE 60B3•T6AND BE AMMIMUM OF.126' USEDBE THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AN0.0/5' THICK(10 GAUGE). STRUCTURAL STEEL TOU9EON THREADSBEAT BEYOND HICNAND TERIA ALL&#12ANCHOR METAL OOD AYBE TEAT LFlAST 3SCREW R THREADS BEYOND THE MATERIAL. 0106Rt2 ANCHORS INTO WOOD MAYBE STEEL, 18.8 S.S..S OR4l03S. 2'X0'%AY MULLION 14u. SU05 71 n m • e D n 0 o' y i 3 pz � m a P�Q m `go � B ias s g-, p • e' q;a s E„ • Si a 5 e;a 9 5! .. m� 8 n iio�m c�'S z w{"n �yp5pm ¢fi¢n X OL^Jc$ C{C�� O Op w S A yOpCGZan OyOO y Or1 �y 4 aGmm�� �F7� im" a, RS 3 w m Or- $Tw wn;m� c�xo 0000$oCp�Yp cc ®-v F Ops"m.g'br Hz z mmgPC oo r y38DDrC�D mcs i 3y 62N8 Dt�23 n mwwcam %mg39v S� Pgo v o giNSP IO Tpp ��ppmOD wA 2 x >�® I. o QNy alig Nm�m@�f �a w S 8 669 Cyrw x 3Ac Sp, i w�y0��C J O�eMj g 83y� ~ 5�t QQ 9 gn$po C�351'n➢5m 2y➢FDQ�Dy j Z og3owE 4x X a '2eau J Dyy2�yyy2�_y(� p�py���n zoy F g n 002rc ccCiA mq �pc3Fj w 4� O s i�gOm'UH o m=OSm81O 0 Cti 6 Aar: m o n;�= jI1j ma;�y.S m. _e IMPACT -RESISTANT ALUMINUM TUBE MULLIONS Illllt 8,"'��o off' g m; - 1.26X211 X.126 MULL SPECS q! NIA WA 6300JR 18e t�nyenm,T m �2nV om: .� FE `�` �1t1 JROSCWSIO 0=911 B r° aa�rrx �'iit itttttt� RsGSOWS- 10110N4NEWMUU, .•.'BNEETSET n-oT,F nxsxma Ya. " 7 .7 8 8 8 4� 6 G 5 S S 5 S S 4 S S S 3 'v d#eNGa9Ls�o¢.�r u P� v :lpe mua2a���im�� o,�B�C��F6�wome s =n ;;01ssaIe��`9b � m a m K n 9 X2 e =- y d� c C (i m : B o � � § = �MMd4r tsNmpW emE�!Ggae=�� s e G b a' n u ips L Y Rallol� � 5 3 ma5w�7 ¢3 i aa.,� . wwmNay c �• a 2 Bv g v o= L Y E 9t w Rl ea a 's s�mcwm.) m >B 4 8 e ee 9 Y• - iSgiW �) gg yy fl g;; Uism5's� sEg� e S 8 rmivewaa MAlI ms wmwmw=cr Pip! 5 a S u y S y 6 m y R N 8 IS RSds�J NN d P$ m Y —�� u -y � # P WllmCq S1 TABLE 15A Mullion Capacity Table ReMI Opanln8 Wldth(for wl6regr•paMrO INIDGD) or Opening HaDidiYorhonmrislyepemllp mlmb0) bN min TON OIM m91 WOO, ISM NUN ImN 3mr 30 Ra.NOpOu 1AaLA inp mary. 4"q R.WOW to." 11,011•q. umang ftwwu bldnp TWNm& LN'doo RS'wwu imM9 I Afffie taWq fl.wo• 14"Mo INI'lain. Law" genlugUei Wes Tnpinna. LWdM9 RWIn,pA• Lawn, Toornow, U.S1N Palmplu Nbdm T."no. WIMS RmbBNY N4dn9 M'Snu O. INdn9 DEGLAL DAYMMILL 11 11 in 11 1 11 1 11 1 11 11 1 11 11 11 fill 1 11 11 11 h 441111 H I a, 11 11 11 if 11 h 11 11 if 11 11 aM 1Ro Bm IXO NS Lion[1116 RE.O 4TO D0.0 NS 17U eb IRA em Ino DID 170.0 NN Imo 421 I700 Imo Vo.0 em lino 14" IMO NI IRA Ilia ImA N1 149.1 17/0 Imp NI NM I= Tm im eN Ina 1R0 ON iTU an 170A Bm IRA iW tmA NI ImS Ina 060 6D 17U NIT IRO Sb 1e22 I= IRo an NOA Lem ITAO bo 11C2 Nm 1Ro NA 0.05k im.o 747 ImA NO IUDON Iino Sol 170.0 'No ITOA ON IRA IWO IRA M IRIS 1N5 ITSO 747 INS 1H3 IRO ]N 1N9 INN RO.A Tao 117.3 IH3 17n0 IN Iml INN ITU IN NM 1RD iR 1mA N2 DOA Ran am 110.0 1115 VOA IN tmA 1Re Ira0 No IOU INl Vno NT IHl tma 1I6o BN tml 17a Iron b1 imd INS Rao Om 903 le0f R0.0 bl bN iRA SIO 1mA Rt IRA IR.O ]R IN-0 RV IIOA DB 1N21 RIB 1Ro SII imB 1110 teU me IIW m10 IS+ Ou NA Lila 116f m1 N.a Im1 I0.1 9N RI tYle 14fl1 bf aN 1704 Bm IR.o 745 1fOA Imo MOD 1e0.1 11b ISOW BN NIA 110E IUD 914 110 11N 1411 NB 1NA Nib NL2 SN S].0 1150 R1 IIM RA2 am Bn1 11b 062 NO mM fm.A DI 1R0 m0 ta4 tafle NI mU INN t4el11" INS 133.1 1a0 101.0 INS ImA SN 04 INS tNe Boo W IWO SU INS IOU 616 57.1 INS IOU BIB mN NSA eN 102 IN LIRAIRO ]41 1WA be Ilne ]]I BBA W lb.e R2 ifl2 ON 6U 712 RI NO N1 inl MY Ne en] MT Re NB N.o lib RI Ne mM 119.i Tm 1m.1 No 00.E imn NO SSo Tm US NO 14.1 im bl Bat Nl im 10.8 NI BU Tb il.T ON ISS 1m IU 10o m.l 01B ILIA 1m e1.0 O1/ IBM IIA IN 115.O b] mi BSI ON MI 70 bD Bm W IN R.1 Sol all mo VA SI2 W 1N MY eb 162 TO 39A iN NS No NA ]N Wmlo RI BN 7U be OAS eb m,B 4YI OU nm NA Iea 40.1 5N 40.9 He NA1 6N HA 4B0 Sol N0 R9 4m RO Sb INA mA eN NA Ha 9A b] 31.5 N2 mNN.1Ib BI.1 H1 10.0 Ib61.9 /N aA 1b N.S IU al al.o Im 041 110 RT IN W Im 9Ae Ib 21A 100 RB IN Ifl0 IN RA 190 INN N2 Im US m9 MS 2m bA NO mA Sm 31.1 D.BN1 112 IBI m9ma ml NI =9 ON 1TA ON IIA mt ITA 315 NA im NS NS mA R0 a1.o iN ml e10 RO I-.. M21.90 2e.e m0 21A I10 mA S+S 1U S}0 IAB IN ISO SIO IRN MA SIT IAB m9 W $11 2U 9N 11.7 911 IMS 1U 2b 10.9 ili 17.9 V3 INN IrA :m VA m0 An, orCa eel Taof. 081 eNaNlc LID Nimb amp . iCKa Wu F9w GW PiMDY Ww M16'Ebe 1M BB Eke MIO'Ek9 IN'9B Else aleebl aDBbr m20iatl An,krlm Anchor CGp Pattem• 3/1"WllMNm UI'ENSGNNm Nebm SM'Eba UIYOem 1r1'EY0 Ul0cm Apypnekr mn9m ApyeOala 04mii0R 89mxBIG Benw(AII EaPM Oik r I 2.1w 1• 2.V! YUC 1' &1A• 1' 2.111 9' &IT Y nN• flN` n071. Em4Aem1 I wr svr Lvr r tdN• tau• 1-w• tam 1aN• t•ur r tdlr in- wii 2A4 gY .e. NI'✓•e nr6W1 imn IW Oi 4NI4 emn limn erBn 2m eN Wi rlon al I4 IR wen n N714 n IA4OAe0S9•MIn OAIRILSAn9NNmlplO. tk ]mb imn 190n IBI014 mmn NOb 60On WA timlb 1406 b014 IS9m4 aun NlI4 Ilmb OAmMnO'lil`Wn08r he AmYNnI Cit 11mn Ilmlb BNn YNab mSln WA NAI4 WA Im91b WA 19AW WA IOmb 1]21b 1n1An FIGURE S: F -.1 ED FIGUREZ FIGURE 1 ANGLE L11P (FIGURES Imo) MUST BE USED IN PAIRS TABLENOTFS: I) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS 2) LINEAR INTERPOLATIONBETWEENMULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT 70 SCALE FOR EXACT DIMENSIONS. SEE SHEETS 21.23. HOLES TO BE GRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-T3. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM CAD. WOOD SHALL BE PRESSUR&TREATED YELLOW SOUTHERN PINE WITH AN SO OF S66. ALUMINUM SHALL BE 6063.T6ANU BE AMINIMUM OF.125' THICK. STEEL STUDS TO BEAMINIMUM GRADE 33AND.G IS' THICK (18 GAUGE). STRUCTURAL STEELTO BEAT LEAST AWTHICK ANDA30. ALL ANCHORS INTO METAL SHALL EXTEND ATIEAST3 SCREW THREADS BEYOND THE MATERIAL. 010 8,02ANCHORS INTO WOOD MAYBE STEEL, 1&B S.S. DR410 S.S. -)X CAP. - MULLION CAP.e,e�eANCHOR BE THIS FORMULATO OBTAIN THE -ANCHOR 4PACIN REOURLED'CORRESPONOINQTOAN CTUALPRESSURE REQUIREMENT FORTHE PENING, WHET! DIS LOWER THANIHE MUWON APACITY(FROM THE TABLE) OF THESELECTED UWON. D WN. YIELD AMINIMUMANCHOR APACITY WHICH MAYBE USED TO QUALIFY DDRIONAL ANCHOR OPTIONS FROM THE NCNORCAPACITYTABLE. PRODUCTREWSFD m m4Ny1v01Mm We FIWdi �ABI li�emw T7A I617L18. M Dt4 B M F19awt ,111111117 6' �o Ggt VYNN ....,nTrgE 3250- ;; : No. 58705 30- BAY y.0 '•, F MULLION A TATE ; rTi ciNn4lf, A L11NN MdY�R, I TABLE16A Mullion Capeolty Table BOOM ODenInB WIABI(y"%UcWWpMW10 m111oN) or DO on Ing Htl9ht(1Wr hodo rte HopCMlO mUBOM) NIn Mh TON IWO, BON 1NIt INN 140h IMN 326°46 RNInPOr Among TwIllm JNft PoN•gl3Or tOBON TIORMm6. IAa09 Pocl•gOr La" worm IAanO PoWNnWar I L g TmpTAenp. RxNnpdA LfiBIDN TIIP'MrA. uslog PoNnpeu IIeRT4en3 LOanp RHI•10Ur L-ft Tr11YTtlN} 10a, plBHtpler IuBe9 TlepNeC WbIO Rr2CPtlr LN6N T."ing. Imtoo DEGIABAYMULL I Ill, 1 11 11 11 11 11 11 1 {d'Ltoft{0 € TdItad, 11ji 1111111H 11Hilk NN 170A 6N PSO 439 1704 H4 1NA NO 1N.0 LN 1M0 CN iNA 9M 170.0 CIB 170A MO 17U MI IMO 1240 170A 521 110.0 14M 17" MI IMO fill 170.0 fill INS 1871 IMO MI 43h I= 1N POD 6H 170.0 MO AM BN 110A H2 AM COCA Doo MIN IMO M1 170.0 12/O PGA M] 1TWA HIT 1N.0 BN IM.7 1NT P00 CN 1wa %a t 1NA CM 122a lot INA MD DUCCOM 11C.0 1P PSO M3 INA 003 1M0 MI 17MO HN IMO M4 170A 110 IN.D 7N AM 1H3 1T0.0 iP AM 14H 1704 7M 147.1 16M IMO IN VIA 102 170A IN 110.4 HM IM TM Nh W 1TOA 512 INA CAM 1700 NI IT" JIM ITOD AN INA ISO 1M0 CN 170A 14% Von MT JM 149 IT(A OM 120.3 14% INA NI INA 14% INA M1 0.0 IIM lion MI Mh M 1M0 III JIM itN t70A TV 11" 1W0 1706 N6 AM 1N0 1M0 NO 1]2T MN 17U ON IWO iN/ 1= ON INA I]M UY-1 OM CIA I0N iP.t ON MCA' I3M H7.1 Ito NN M 110.0 7N INA I11O 170.0 MO IMA 1W1 Into No N2O 1H7 INA 9N IN.7 1H7 IWO N3 I1/A IN? I43 BM NO INA 133A NO CIA DAY 1357 OM 713 ANY 1317 NS MN /4 170A ND VIA 1H0 170A N3 14M 1/N MY MY JIM JIM 147..9 9l3 tt6A HN 1M9 BN 10)A 11N 1M4 014 HA 11N 110.9 ON 742 IUD HOLY fill NA IIN VIA CB b NN 010 1328 B71 MY AMC 1NA SM 116A IWO 1272 54 1M.0 IWO 11U BN 303 1010 1NB 017 CB 101C OU N! 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TABLENOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THETABLES AND SHEET26 FOR INFORMATION ON LOADING. SEE SHEETS24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHSANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MILLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS. SEE SHEETS 21-M HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEMAM 21-23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS, 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -RUED CONCRETE BLOCK UNIT (DOW) SHALL CONFORM TO ASTM O90. WOOD SHALL BE PRESSURC-TREATED YELLOW SOUTHERN PINEWITH AN SG OF O.W. ALUMINUM SHALLBE606VIS AND BEAMINIMUM OF.125' THICK STEEL STUDS TO BEA MINIMUM GRADE 23 AND.S46-THICK(18 GAUGE). STRUCNRALSTEEITO BEAT LEAST A2W THICKANDA36. ALLANCHORS INTO METAL SHALLEXTEND ATLEASTS SCREW THREADS BEYOND THE MATERIAL. C106D12 ANCHORS INTO WOOD MAYBE STEEL. 18-BB.S.OR 410 S.S. °ANCHORCAP.- TOOBTAIN THE'ANCHOR .1C,.( LYNN 4fl, "/// vICGNSF, ''F� No. S8705 „p S T : 2 �Cy 7 AnDr 3 7 �UA CUTH 126'y ErMIN. MIN.----T____i i_______� A _J P=W"15NTH9 L JSTANDAROCUP ()W3TBAWM.CFACHORHOUEMUSTUE TOPWEW DASHED BOUNDARY. SEE SHEETS SI7FOR7HEANCHORO.C. DISTANCE MA1fIMUt4ANCNOR HOLE �OWAETER:ANCNOR OWMEIER• 1R8'. MIN. I i 1 I I i OFFSETCIIP 80B118AWM. TOPYETV E I .338•MIN. A I UCLIP dwB TGAWM. TOPWEW Z NTEROFARCHOR LEMUSTUE THIN THE DASHED SOUNDARY.6EE SNEETSEITFORTHE ANCHORO.C. DISTANCE.M UUM ANCHORHOIE DUOAETER:ANCHOR DIAMETER r 1116'. TABLE R I'X2.7VX.88PMULLION 6013-1BALUM. %SECTION 2XEANOLECUP 646}76AWAI. 2000- %SECTION 1 .1R6• L� 1 .378'MIN. t~ LQ7V __ __ __—2X6ANGLECLD'TOPV EWOF ANCHOR HOLE MUSTUE WNNW l✓F BOUNDARY.SEESHEETS6.ITFORTHE ANCHOR O.C. DISTANCE MAIOMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER. IIIW. Mull DlmonYon (sheet S) POTPortO Mullion B1tl. Clip Offeetclipi UM711p An010 Clip V X7 X.12C (6) G8645 660113M 6661118M 688243M 666511M 1°X7 X.37V(8) SB8008 686114M 8881118M 6OB244M OM12M 1'X276•X.376'(7) 66607 688116M S68112DM B58245M BOSSISM A X2.?W X.650N(8) 66808 688116M 6WI121M WU48M 666514M P X3.126' X.607(9) 66537M 6661116M 6661114M 686242M SMISM 1.25• X3.186" X.2BS(12) S8641M 6601117M 6661113M 680241M 656516M 1.2SPX2Ji'X.12S'V8)j 69370 WA WA WA OM17M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE 814EETS &20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS S ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. TABLE A Dimension Veluo Sn) FoT MWilon: IS B 1.626 28 i•X2'%.126' Alumminu Tube MuOion C O.B95 D 0.740 A 1.126 VXY X.37fi AlsnNan 7bbe Mallon B 2401 C 0.635 D 0.400 A 1.875 1'X2.76X .376 Aluminum Tube Mullion B 3.000 C D.767 D 1.118 IS 1.450 MN. A 1.312 1'X2.75'X .650` Aluminum TiooM� B 3.ODD C O478 D 0.835 A 2.000 7•X3.125'% lUb'Tut AUD a Mu B 2.637 C 0.683 D 1.137 A 2.625 126•X3.1SS' X'281? Alum 71me Mull B 3.252 C 0.962 D 1.762 A 1.813 1.20' X2A1' .121' Alum Tube Mull � '•. TNT is � N0.5BiD6 _ R I NUWON MIAUON� BIAISTB ALUM. 6681T6 ALUM. %SECTION X-SECTION 1.R50' 3250' 1E0' L —.100 --Imo- FF - 1 126'X32SX.f0P MUWON 60(15.16ALUM. %SECTION 1'X V %JT6' T-MUWON 6053.TSALUM. 106ECTION —( .620. 1— --1 .820' r 125'%820'X.624' CWX3.04•1(124' MULLION MUWON 5006TBAWM 666ST5AL11M XSECTION %SECTION .125' I I i 30' .125- 46' 2250• 260g. B0N 5 UN3BAY MULLION BMO 606S%-SECTION %SECTION B4 .22J-.B1- I i"'.881'•i NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS III ON THIS SHEET. 2)SEE SHEETS S-20 FOR SUOOESTEB. APPROXIMATE HOLE LOCATIONS, 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. a FZP,SEE I ,9T6' TAURBHEET4 I I I _ I I p I I I STANDARDCLIP NESTCAWM. TOPVEW OFFSETGUP 5663.T6ALUM TOPMEW 37V 1 .3T6' CENTER ANCKOROF E ITHIN THE DASHED BOUNDARY.SEE SHEETS 1: SFEETSS20FOR .DISTAANCHORQC. AXIMUM MAQM M ANCHORHOLE NMETER: A ANCHOR TI DIAMETER. IIIV. UCLIP amT6ALUM TOPMEW TART E C TABLE C. CONT. almond.. 11,90n tl For MWUOn: Oh. Value (in) For NNI10m C .125 Aiml. Tool Nuggg 0 1.630 0.500 IN .YS' X.024• Aluminum Tube MUIMn 0 H I 1.NO :W 000 1 1 3.250 F &IN I-X4'x .31Y An nme T1bp A'T F 0 me 1.120 I.2T 0.04' X.024' Aluminum The MuliMn 0 H 0.76 2430 6ON H I 1.606 SM. F 2260 1.25•X325' XADY Alu Inum Tube Mullen F 2.813 3m Bay Mull 0 H 0]50 1.500 f 2.875 45-B0 Mull I 6250 Mull Dlm.ftdN (waling) PGTPeNF 'Mullion BM. OIIp Ofttcirpl U411P M6M Cup V xvX.1R6'(10) OM 000111M 41M MINNIM 1' X4' X.3T6'III) NEW 666112M WHIM 624TA M516M I-X4'%.VV'r(11) 0=3 M112M 0242M W519M 1.24 %e.Rfi'%.100'(16) 2p100 RIM12TM 02410M 0080115M 1.WX2 XA (ip 20161 0081120M qWANrA"`M 411M 666N16M I.WX&WX.624'(15) 20I R 11001117M 8241M 560M7M 66 Dells (19) 06016 WA WA 6660110M 48 D�m6 GO) 66W0 WA 6685111M ,ldfag ••wltA 6m FIaM4 �� Ifro2lB.gg 0m' Dale -Q�1 Fm0X1 VYNN Mq[C 2,i JOEN3E'.R i TABLE E Mull Dimension (MeetB) PGTPe1tA Mullion S1e.CIIP UCllp jAn9J,CIIp 2 X4'X.2S (16) 86602 BB6261M 866271M 8886112M 2"X6'X.2E(17) 666C4 606202M 660272M 6885113M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 62D FORSUGGE'STEDAPPROXIMATE HOLE LOCATIONS 3) SEE SHEETS 2A FOR GENERAL INSTALLATION METHODS. O2.0007'2W 4,000' .250'rxvx26'MUIUCH SS6T.TSALUM%SECTION r�200E--) rXEX.26' MULLION 00eLTe ALUM XSECTION .3TE MIN. £— �II�•126' UCLIP 2x6 ANGLECUP )}TSALUM. S0 TSALUM. ISEC110N 200E XSECTION L12E .37E MIN. £ .376' �MR I I I I 1 1 5430' £ + 3.436' 4 1 1 I I 3.435' I 1 I � � .37E __ __ l L L_____________________1 MIN. 6.60E CUTNEHeTO 5600'---+1 CREATE FO.IP. £ I 6EEOETMF, T SHEET4 •37E MIN. __ I I I I __ __ I I --------- I I I I I I I I I I I I I I I I I 6.di I I 1 I 1 I I I I 1 I I I I I - STANDARD CLIP OM-TGALUM. TOP VIEW 6' SHEETS 620 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOIE E METER ANCHOR DIAMETER+1l1S'. T U4XIP SOfiiTSALUM, USED FOR 2'X 6' MULLION. SHEET 17 TOMEW 6.43E 2XS ANGLE CUP CENTER OF ANCHOR HOLE MUST LIE oniG.TBALUM. WRNINTHEOASHEOBOUNOARTOPVO6W BHffT8620 FORTHE ANCNOftO.Q.0.0. MANGLECLD' 60BN6ALUM. TOPMEW JI41,TCodarinmeeae _ ttPIYYe No 1%-OZI'�� 91Mwn,Ctiv QoliQl I ten HOM1X4 ,\\1111111!/ �DpY unN \.10ENSg"•.�j � ' No. 58705 x LI a �L P' UT, ST E F 4j7� 0NA4 E\\ A. LYI•US MI I I R, PA FL P.E.p 68705 EXAMPLE 1: SINGLE VERTICAL MULLION MUWq LENIDTF L EMND IMORI THE BUILDING SUBSTRATE IS XNOWNTO BE WOOD ONALLFOUR8IDES.THEWINDOWFRAME DEPTH IS 2-1IT. THE OPENNOREQUIRESAOESIONP SWREOF+ "-W.OPSF. 1) INITDILLYASSUMING THAT A V WIDE MULLION IS SUITABIE,THE MUWON LENGTH IS 7TAND THE OPENING WIDTH IS 32v32+1'=SG'. REFERENCING 11EET25,THE COLUMN USING RECTANGULAR LOADING MUST BE USED. 60AN THE MULLION TABLES FOR A MULLION THAT IS AT LEASTTHE WINDOW FRAME DEPTH OF Y1M'AND WLLL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+80.01.OLDPSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXTLARGER SIZE AVAILABLE. FROM TABLE SA. SHEET 7, THE 1'X 2.75-X 376'MULUON (LENGTH e7r, OPENING WIDTH c 70') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS+A583 PSFAND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4.A, SHEET S. THE PX 2.75' X.SW MULLION (LENGTH -72', OPENING WIDTH -701 HAS A DESIGN PRESSURE OF N.72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 638 MS. 2) USE TABLE 4B TO FIND THE ANCHOR TYPE. ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4)412 ANCHORS AND THE 2X5 ANGLE CLIPS WITH (4) 812 ANCHORS HAVE A CAPACITY OF BB5 LBS THOUGH EITHER ONE COULD BE USED, THE STANDARD CUP IS EASIER TO INSTALL 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCT$ USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE. OF MULLIONS OR FENESTRATION PRODUCTS. WILL APPLY TO THE OVERALLASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MU WON AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS+/-000 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF IGO LBS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FORME EXACT DESIGN PRESSURE OF 60 PSF: (a PSF)X( Mo .624ALBS (MAYBE USED TO QUAUFYN IO STEELSCREWS FROM TABE4B) THE BUILDING SUBSTRATE IS KNOWN TO BE CMU DESIGN PRESSURE OF -50.01400 PSF. DEPTH IS 24V. THE OPENING REOUIRESA FOR THE VERTICAL MULE; 1) INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLE. THE MULLION LENGTH IS AND ME OPENING WIDTH IS 3643S'41'-?T. REFERENCING SHEET 25. THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WNDOW FRAME DEPTH OF 2310'AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF-50.01.65.0 POP. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A SHEET 7, THE VX 2.75' X 4175' MULLION (LENGTH a I00', OPENING WIDTH -Br MEETS THE DEPTH REQUIRED. HOWEVER THE DESIGN PRESSURE IS 41-15.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A, SHEET 10, THE 2-X4' X 25V MULLION (LENGTH -1OW, OPENING WIDTH-8" HAS ADESIGN PRESSURE OF 41-64.7 PSF WHICH FOR ME OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD T TO THE WIDTH OF THE MULLED UNIT, THEA=STEO OPENING WIDTH IS 38.43Y42` V, NOT7V AS PREVIOUSLY ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WOMB MAY BE REDUCED TO MAINTAIN THE 73' DIMENSION (35- WQS-VC4T`+T3'L 2.11FGIVES AN ANCHOR CAPACITY OF 100 LBS WHICH IS GREATER. AND FOR THE HORIZONTAL MULLIONS: BECAUSE THE VERTICAL MULL WILL BE A 2-X 4-X MM MULLION. IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY. MOTHER MULLION TYPE COULD BE CHOSEN. 1)ME MULLION LENGTH 133T AND THE OPENING HEIGHT 18 3S+WW-10T. REFERENCING SHEET =THE COLUMN USINGTRMEZOIDAUTRLWGULAR LOADING MAY BE USED. FROM TABLE 12A SHEET 1S, THE Y X 4-X Y50' MULLION (0 LENGTH • 4Y, OPENING HEIGHT a 1207 HAS A DESIGN PRESSURE OF 4A170A PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF Ml LBS 4) FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CARACITYOF 821 LBS. TABLE 12B FOR THE U-0UP SHOWS THE ANCHOR CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH S GREATER, AND THEREFORE SUITABLE. FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 621 UBS.THE ANCHOR TYPE IS A012 STEEL. SCREW. FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE I$ N-04.7 POP FROM THE VERTICAL MULLION: 4/-1700 PSF FROM THE 30' HORIZONTAL MULLION ATTACHING TO CMUI 4A170.0 PSF FROM THE 36-HORIZONTAL MUWON ATTACHING TO THE VERTICAL MU W ON ONTERSECUO41 THE LOWEST DESIGN PRESSURE IS+A84.7 PSF AND WOULD APRY TOALL OF THE MUWONS. VERIFY THE DESIGN PRESSURE OF ME FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MU WONS OR FENESTRATION PRODUCTS. WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REWIRES THAT THE BOTH THE MULLION AND ME FENESTRATION PRODUCTSE [WALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IXmeFb15. 1 Y6•o27B.og 140. 53705 FL P.E.O 68705 EXAMPLES OF RECTANGUTARLOADNG, 1 Imo, WIN' I LOADING OF VERTICAL MULLION SRLOFWINDOWSNOTANCHOREO I' LOADING OF VERTICAL MULUON SILLOF WINDOWS NOTANCHORED ii' Ire_, iif dR t LOADING OF VERTICAL MULLION WITH INTERSECTING HORMONTALMULLIONS LOADING OF HORVONTALMULLION WITH INTERSECTING VERTICAL MULLION LOADING OF VERTICAL MULLION LOAOINGOFV PANEL OF HNGED ODOR IS NOT CAPTURED OR ANCHORED WITHINTERSECTING MURES OFIRAPESDIDAVfRIMIG11lAR LOAD WQ LOADING OF HORIZONTAL MULLION LOAOINGOFVERTICAL MULLION LOADING OF HORIZONTALNULLION ill •'�jl �/III MULLION UN TE& _RGOVOT RBVW'BD N�FIaIMX 1)ORAWNGSARE Owl GAe RERESENTATIONSOFTYPICAL A CONFIGURATION&26* itaipmm CONFIGURATIONSNOTSHOWN BY MAY BE EXTRAPOLATED FROM I M1vdXt THOSE SHOWN. 2)IFTHELOADINGTYPE CANNOT `�N LYNN •q���4� BEDETERMINED.USE RECTANGULAR LOADING. -G ,. ••••.,((,tom J .3� L\&EASE '• ;-ry ¢. 4 8)6ff PRODUCTS APPROVAL FOR 50705 ACTUALANCHORLOCATIONS. ¢�lb;'