The URL can be used to link to this page

Home My WebLink AboutNOASCANNED BY MMMFDADE St. Lucie County MIAMICOUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Stree[ Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) � _ www.miamidadeeov/economy PGT Industries, Inc. WM 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable Hiles and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the tight 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 Ve ity�3urricane 7e:,= — APPROVAL DOCUMENT: Drawing No. MD-SH2O0-01, titled "Single Hung Window Installation" sheets 1 through 8 of 8, dated 05111111, 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. M sm E IMPACT RATING: None 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. 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# 15-0528.22 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 16-0505.02 Expiration Date: September 01, 2021 Y61,0 Approval Date: June 16, 2016 I(/ Page 1 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 05111/11, with revision C dated 04/22116, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of series SH-200 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6479, specimens 1 thru 26, dated 03/28/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-0614. 01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5a' Edition (2014), dated 05/22/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted underpreviousNOANo. 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-51s 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. 1l cl Y_;_I x 3: 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 09/06/15 and expiring on 09/01/16. Manuel rez,P.E. Product Cantr Exa iner NOA No. 6- 5.02 Expiration Date: September 01, 2021 Approval Date: June 16, 2016 E-1 GENERAL NOTES: SERIES 200 NON -IMPACT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OFTHE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). -� 53-118"' TII 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM G90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLES 5 & 6, SHEET 4 & S. 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. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-IrZ THICK OR GREATER. IX 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 & 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEAUNGIFLASHING 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 33113% 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 NOA; ELCO CRETEFLEX NOA; ANSYAF&PA NOS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. 10) THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES (FLANGE FRAME) OR 4001 SERIES (FIN FRAME). WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2 & 3. �- WIDTH WIDTH -►I I HEIGHT HEIGHT EQUALLRE PROVIEW/ORIEL MMMPPROVIEW/ORIEL RADIUSMPEQUALLRE 52-1/8"1 NO ANCHORS 4 REQUIRED IN VISIB FLANGE FRAME HEAD W MAX. FROM CENTER OF MEETING RAIL 8" MAX. FROM CENTER OF MEETING RAIL 9" J MAX. TYP. FLANGE F (TES STAN .- •AS' •AN •ALI •AIE . i1lV !t71/r, L:. 4 ti A, LYNN�Nil LLER, P.E. P.E.958705 TABLE 1: Maximum Window Height' Sash Height3 (see Figure A, this sheet) Design Pressure pbsnr) for Glass Type A, Fin & Flange Frame Maximum Window Width' 19-1/8" 26-1/2" 33" 37' 41" 450 49" 23" 11.911W (Equal Lite) +55.0 90.0 +55.0 90.0 +55.0 9D.0 +55.0 -90.0 +55.0 90.0 +55.01 -90.0 1 +55.0 90. under 189/16' +55.0 90.0 +55.0 90.0 +55.0 -75.2 +55.0 .65.5 +55.0 57.3 +50.2 , 50.2 +44.8 , -44. 37" 189/167 (Equal Lite) +55.0 90.o +55.0 90.0 +55.0 1 -84.2 +55.0 -74.5 +55.0 -66.5 +55.0 51.0 +55.0 57. over 189/16" +55.0 -90.0 +55.0 -90.0 +55.01 -75.2 +55.0 -65.5 +55.0 -57.3 +50.2 50.2 +44.8 -44. under 15-7/8" +55.0 90.0 +5&0 I -87.1 +55.0 -73.4 +55.0 -63.8 +55.0 56.8 +50.0 50.0 +44.8 44. 15-7/6' thru 193/16" 3 +55.0 90.0 +55.0 -90.0 +55.9 -78.7 +55.0 -68.0 +55.0 58.5 +51.1 51.1 +45.9 -45. 383/8" 19-1/4" (Equal Life) +55.0 90.0 1 +55.0 .90.0 +55.0 -82.7 +55.0 -72.6 +55.0 -63.5 +5&0 57.9 +54.2 -54. over 19-1/4" +55.0 90.0 +55.0 -87.1 +55.0 73.4 +55.0 -63.8 1 +55.0 56.8 +50.0 50.0 +44.8 44. under 199/16' +55.0 -81.5 +55.0 -723 +55.0 51.3 +55.0 55.3 +50.5 50.5 +45.8 -45.8 +42.0 42. 19-9/16" thru 22-1/2' 3 +55.0 90.0 +55.01 -87.9 +55.D -74.0 +55.0 -64.3 +55.0 56.9 +50.1 50.1 1 +44.8 44. 229/16" (Equal Lite) +55.0 -90.0 +55,0 -90.0 +55.0 -78.8 +55.0 68.1 +55.0 58.5 +51.1 51.1 1 +46.0 46. over 22 9116" +55.0 -81.5 +55.0 -72.3 +55.0 51.3 +55.0 55.3 +50.5 50.5 +45.8 45.8 1 +420 42. under 2D-1/80 +55.0 -71.6 +55.0 -62.8 +55.0 55.4 +50.3 50.3 +45.91 .45.9 +41.71 -41.7 +38.9 -38- 49" 20-1/8" thru 24-1/7 3 +55.0 90.0 +55.0 -82.5 +55.0 -69.5 +55.0 -61.6 +55.0 155.4 +49.3 -49.3 +44.6 -44. 249/16" (Equal Lite) +55.0 90.0 +55.0 -90.0 +55.0 -76.4 +55.0 -66.5 +55.0 -57.8 +50.4 -60.4 +45.0 45., over 249/16" +55.0 -71.6 +55.0 -62.8 +65.0 -55A +50.31 50.3 +45.9 , -45.9 +41.7 41.7 +38.9 38. under20-13116" +55.0 -67.8 +55.0 59.9 +53.3 -53.3 +48.5 48.5 +44,1 44.1 +40.2 40.2 +37.6 37, 20-13116" thru 255/16" 3 +55.0 -89.6 +55.0 -80.3 +5&0 -67.7 +55.0 -60.6 +S12 -54.2 +49.0 49.0 +44.2 44-. 505/8° 253f8" (Equal Lite) +55.01 90.0 +55.0 90.0 +55.0 -75.4 +55.0 -65.7 +55.0 -57.4 +50.3 50.3 +44,9. 44.+ over 25-3/8" +55.0 -67.8 +55.0 , 59.9 +53.3 53.3 +48.5 48.5 +44.1 -44.1 +40.2 40.2 +37.6 37.1 under24-15/16' +55.0 -56.0 +43.8 43.8 +41.9 41.9 +39.1 -39.1 +36.0 36.0 +32.6 32.6 +30.0 30.1 34-15/16" thru 30-1/2" 3 +55.0 -75.0 +55.0 1 -66.0 +55.01 -57A +51.9 51.9 +47.4 47.4 +43.2 1 43.2 +39.9 -39.1 61' 30-9/16' (Equal Lite) +55.0 -87.9 +55.0 -75.8 +55.0 -66.6 +55.0 59.7 +53.5 53.5 +48.7 48.7 +43.9 43.! aver 30-9/16" +55.0 -67.8' +55.0 59.9 +53.3 53.3 +48.5 48.5 +44.1 -44.1 +40.2 , 40.2 +37.6 37.1 under 253/4" +54.7 54.7 +41.2 41.2 +40.3 40.3 +37.8 37.8 +34.6 34.6 +31.3 31.3 +28.9 -28.! �" 253/4" thru 314/2" 3 +55.0 -72.0 +550 -63.2 +55.0 55.7 +50.5 50.5 +46.1 46.1 +41.9 41.9 +39.0 39.1 319/16" (Equal Lice) +55.0 -83.9 +55.0 -71.7 +55.0 -64.8 +55.0 58.2 +52.4 524 +47.9 47.9 +43.3 43.; aver 319116" +55.0 -67.8 +55.0 -59.9 +53.3 -53.3 +48.5 48.5 +44.1 44.1 +40.2 40.2 +37.6 37.4 under 293/4" +53.3 53.3 +39.7 , 39-7 +39.1 39.1 +36.7 36.7 +33.4 33.4 +30.3 30.3 +28.0 -28.1 73° 293/4° thN 36_112' 3 +55.0 -61.0 +52.0 520 +48.2 48.2 +44,0 44.0 +40.1 J 40.1 +37.0 37.0 +34.1 - 36-WI6" (Equal Lite) +55.0 -68.3 +55.0 56.3 +52.1 52.1 +51.5 51.5 +47.0 47,0 +42.71 42.7 +39.61 39.1 over 36-9116" +55.0 -67.8 +55.0 56.3 +52.1 52.1 +48.51 -48.5 +44.1 44.1 +40.2 40.2 +37.6 37.1 under 313/4" +53.3 53.3 +39.7 39.7 +39.1 39.1 +36.7 36.7 +W.4 33A +30.3 30.3 +28.0 -28.1 78" 313/4'thIU39"3 +55.0 58.3 +48.0 48.0 +45.2 45.2 +41.2 41.2 1 +37.9 37.9 +34.8 34.8 +31,7 31_� 39-1116" (Equal Lite) +55.0 -62.5 +50.8 50.8 1 +46.3 46.3 +45.2 45.2 +44.2 44.2 +40.3 40.3 +37.7 37., ' Tlp-to-tip dimensions for flange windows shown. For fin windows or buck dmensions, subtract 1". Y Overall sash height. For clear daylight height, subtract 3-9116". 3 Size range includes the standard Pro -View (3-over--2 configuration) for the given Window Height. For overall sash width, subtract 2-15/16° from the buck dimension. WINDOW HEIGHT - SASH HEIGHT CAN NOT EXCEED 53". `L- o -n gm0 d m ii�66 o w w Wii f'o �n y ` m' a m - a Li a C A mEj _ °�-- a O 3 (=p Q N W �7 O W G O N� 'w °i cn 2 N nl " � � m � � 2 � pc'rii a m a D x (aA1 ga rt'1 w 2 Y' l0a po ramp rii gyp@. " G C N A T W Q ODRL (N11 02 N A 01 N A IL 901 O N r7 u � G�• '• _rii [Ji N N iJ� ifi fh fh N ,Vi (n [T iii (/i [ii Vi iii 6� iii NVi ,(n ,�if' ,UI iji •Ui fii Ili ti+ t!� (ii Ui ,Ui ,�O�i ,a1Ji N ro ro o o o o S �¢ 3 P o o S o o Q` ch o fT W W P) W F W 00 p w 0 p� 0 0 0 00 o ,F> 0 0 0 0 0 0 0 S 0 0.0 o 0 0 o c O o 0 0 a o cQ m o �'i iii fii inii �i �i F p �'i inii �i �i iii �i fii �i S' cj 0° eo 00 0 0 •f% 0 o c o 0 o c o ,lai 0 0 0 •fii 0 ,�i 0 ,fii 0 0 0 •�'i 0 0 ,iii o •Eii p •fii o 0 0 c 0 0 ,�i 0 0 0 o W O 0 Ja� fIj�1 �I V v Ih v lh v fT v $ Ip f� 1D O j0 O lfl O i0 O 10 Q r0 C.0 i0 & O Io O i0 O O O FA 0 w 0 w 0 ai W W W W W y -a 1I .a V 'V UD Co W p a O 0 O 0 0 }a 0 0 O 0 0 0 0 0 0 p 0 ad 0 C 0 m 0 0 0 0 7 F IG 3 A. A A O O O O Ol O 0y, N O O 0a 01 O A O O) O) N N N N O 01 p p O p O O N N 01 01 Vf VI iT V1 01 UI fl1 VI VI N iT 'T flt W 0 G W a N � G Ill In In In V V V &P Q O O O O 8 O O O O O Ol .O�ll N N N N p m p p m N N a_ {. cn p w Fa (a O i.n W W W A A A O O O O O O(+ Off O O(+ 0 OP O 0 C N A.+p A Vl N U1 f+n } fn } lJl /+ll m N N N N O 0 O0 .`5r ap' `J 01 (i1 (i1 o m (i1 0� fit 01 Vb OI Ol OI w OI m fT •[�t1 �m 0 m m m t11 N� G O f)1 C [II G- N � p� Vw IJ IJ ij tJ fT fi1 U1 iT G O O G O Ci C C 0 G C C C C bib O O O O C O C G O ZJi Gl Lf ba QS A A A m 8 6 a is 3 gig g g S IJ N N Ch U N Cn A A A a0 L� -+ W O O 10 W O O m O O O •Sl Ol O O G 3 O +p p+p iAa j j VI � (+/1.. N (+T f+Jl } & }� & U1 0 f+J1 N � N OE, fJ1 On tll fJi N N . ttl In 01 01 0 O O N Vl Vl 0a O p N N flt (O11 fT f)t (Ofl (N71 E071 O O O M 0 CA N CS O 0 0 0 0 0 0 O O C o o G O O O C G G g 'O bl Ll 61 L1 J A A A J A A ;V N S $ CJ W O O O in N in Cn A A A J O O� IJ I�yVI O LlI OD L4 I0}V� Gn1 N 0a O O 0l O G O O Ol L N l+ N Edna 0}O� N 0} N �6n1 N fO7l N t0J1 t011VNi CNn tNil 0 N (AJl Ill + Cn .N.a Cn .tea Cn Gn (OT A fn VI fJl !JI (Oil tll UWl tli Ul f!1 V1 •Vi INn O O O bt In Lll•� C O O 01 O O 0l 01 01 O 01 O O 01 Cn W �I r W N N N N N Vl ,0~� 01 •t�i. N Ofl f0 f0 ,�+ O W O W O Yf to + A + i� + A + j + U1 Vl Vf VI VI OI O O V1 V1 VI V1 + VI } UI f l + + U + N + CO11 + + + + 011 + m + N T O 0 In to Cn Cn Cn O to In Vl UI [T 01 W 0l 0l VI In Cn tT fJl (OJl (Ofl (Olf ,6On O O t0 %l ba Ll � I„ bl b, L� �'i � � � bl I � tii � I �_ 85 a_ � � � � a � m d0 m � � .�. rw rw r.. •Idi r� bl i.r r..l rw ,.1ni r_ • • rr. r_ r_ i� .� %� .. ' INSTALLATION DETAILS FOR FIN FRAMES INSTALLATION OPTION 5 CURVED HEADER EDGE INSTALLATION DISTANCE ANCHOR(SCREW) THROUGH THE F EDGE DISTANCE IA65" I� VISIBLE LIGHT HEIGHT I 41 EXTERIOR 2.751' BUCK HEIGHT 2.254" TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 6, THIS SHEET. INSTALLATION OPTION 6 INSTALLATION ANCHOR (NAIL) THROUGH THE FIN 2X WOOD. SEE NOTE 2, THIS SHEET I, -1— EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE EDGE DISTANCE PER SUBSTRATE, SEE TABLE 6, THIS SHEET 2X WOOD, J� EMBEDMENT SEE NOTE 2, THIS SHEET EDGE 2X WOOD, DISTANCE SEE NOTE 2, <= THIS SHEET I EDGE DISTANCE EMBEDMENT 1/4" MAX SHIM 1/4" MAX SHIMM TYP. ANCHOR TYPE, EMBEDMENTAND TYP. ANCHOR TYPE, EDGE DISTANCE I� 4 PER SUBSTRATE, II EMBEDMENT AND EDGE SEE TABLE 6, THIS Ij DISTANCE PER SUBSTRATE, INSTP SHEET. II SEE TABLE 6, THIS SHEET. OR INSTALLATION OPTION E INST, STRAIGHTHEADER ANCHC INSTALLATION ANCHOR THROU (SCREW) THROUGH THE FIN / \ INSTALLATION USE EITHER F OPTION 7 LATCH (#29)OR INSTALLATION BOTTOM LOCK ANCHOR(SCREW) 32-35 (#11).TESTED THROUGH THE FIN UNITLOCATION: 65/6"FROM —�711111111.1 84 VENT END. I #10 STEEL SELF -DRILLING VISIBLE SMS (G5) LIGHT-j(�HEIGHT36 e� I WWI IF�'JIIFPANI _ �'m i r 1/4'MAXSHIM 1EDGE I IDISTANCE 1 EMBEDMENT 2X WOOD, SEE NOTE Z, THIS SHEET VERTICAL SECTION D-D EDGE DISTANCE 1W MAX SHIM ALUMINUWSTEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 6, THIS SHEET. NOTES 1) USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED ON TABLE 6 OF THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) 2X WOOD FRAMING OR BUCK, 1-1/2" THICK OR GREATER. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. Trim DADE API VERTIC, 1/4" E PROPERI TABLE 6 2-1/2" 2-u2" X 2-112" 1c #10 Ste MIMIMU IO• . vAo A. LYW14 WATER, P.E. P.E.#58705 TABLE 7, Anchor Quantities Required, Flange Frame Maxhnum Window Heigh' Sash Helghl2 (see Figure A. this sheet) Maximum Window Wdth' 19.1/8' 26-112" 33" 3T 1 41- Group A Group a Group Getup A Group B Group C Graty A Group B Group Group AlGroup B Group Getup A Group a Group C Getup A Gr K E 6 g K ¢ K¢ is K K f K K i K ¢ 2fM 2 K o[ M K, N E K R' K g a' g K 2 ¢ is C E C E K f K E K K¢ K o: g 23• 11-9/16' (Equal Lfte) 2 2 2 2 2 2 2 2, 2 2 2 2 2 2 2 2 2 2 2 2 2 2-1 2 2 2 1 2 2 1 2 1 2 2 2 2 2 under 18b/16' 2 2 F2 2 2 1 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 2 3 37, 18-9119' (Equal Late) 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 1 3 over 18-9/16• 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 1 2 under 15-7/8' 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 3 15-7/8'thru 19-3Ha' 3 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 383fe' 19-1/4' (Equal Ute) 2 2 2 2 2 2 2 2 i 2 2 2 2 2 2 i 2 2 1 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 3 owr 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 radar l9.9/1g, 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 19-9/16' 6uu 22-t/r a 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" 22-9/14 (Equal Lile) 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 ows22A/16' 2 2 2 2 2 2 2 31 2 3 2 2 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 4 23 2 4 2 urder20.1/8" 2 2 2 2 2 2 3 2! 3 2 3 2 4 2 3 2 1 3 2 4 2 1 4 2 3 2 4 2 4 2 3 2 4 2 4 261/8• thou 24-1/2' 3 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2, 2 2 4 3 3 2 3 2 4 3 3 2 3 2 4 3 3 49' 24-9/16' (Equal Lit.) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 awr24-9116' 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 4 2 under2l-1311V 3 2 2 21 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 21 4 20.13119, Quu 155116" 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 50.5/8" 2531W' (Equal Lee) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 3 3 9 3 2 2 3 3 i 3 3 3 3 3 3 3 over 25-3/8" 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 under24-15116' 3 3 3 3 3 3 4 3 3 3 3 3 4 3 4 3 3 3 4 3 4 3 3 3 4 3 4 3 3 3 5 3 4 34-15/16• thru 30.1/r 3 2 2 2 2 2 2 3 2 1 3 2! 2 2 3 2 3 2 3 2 4 3 3 2 3 2 4 3 4 3 3 2 4 3! 3 81• 30.9/16' (Equal L8e) 2 2 2 2 2 2 2 2 2 2 2 2 3 9 3 3 2 2 3 3 3 3 2 2 3 3 3 3 tiler 305/16' 2 3 2 2 2 2 2 3 1 2 2 4 r 2 3 2 3 2 4 2 3 2 3 3 4 1 2 4 2 3 3 4 2 rmder253/4• 3 2 3 2 3 2 4 2 3 4 2 3 2' 3 2 4 2 4 2 1 3 2 4 2 4 2 3 2 5 2'25,V4'truu 3l-i/2"3 2 2 2 2 2 2 3 2 2 3 2 3 21 2 2 4 3 3 2 3 2 4 3 3 3 3 2 4 3 4 63"3"ItT (Equal Lea) 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 over 3"/16• 2 2 2 2 2 2 2 3 2 2 3 2 3 2 3 2 4 2 3 2 3 3 4 2 4 2 33 4 2 under 293W 3 2 3 2 3 2 3 2 3 3 M23 2 3 23 2 4 2 3 2 3 2 4 2 4 2 3 2 4 2 4233/4' the, 36-10 3 3 2 3 2 3 2 3 2 3 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 4 3 1 3 73' 363/16' (Equal Lee) 2 2 2 2 2 2 2 2 2 2 2 2 21 2 2 3 3 2 2 2 2 3 3 3 3 2 2 3 31 3 owr 36-9/16- 2 2 2 2 2 2 2 2 2 2 3 2 2. 2 2 3 3 2 3 2 2 3 3 3 3 under 31-3/4' 3 2 3 2 3 2 3 2 3 3 2 3 2 3 2 3 2 3 2 3 2 4 2 3 2 M23 78' 313/4' thou 39' 3 3 2 3 2 3 2 3 2 3 3 2 3 2 1 3 2 3 2 3 2 3 2 3 2 3 2 39-1116• (Equal Lite) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 3 3 ' Tip -to -tip dimensions for flange w)ndows shown. For buck dimensions, subtract 1". 2 Overall sash height. For Gear daylight height, subtract 3-9/16". 3 Sh:e range includes the standard Pro -View (3-over-2 configuration) for the giten Windom Height. 4' FROM "MR' refers to "Meeting Rail'. SEAM For overall sash width, subtract 2-15/16" from the buck dimension. WINDOW HEIGHT - SASH HEIGHT CAN NOT EXCEED 53". WI 1) USE THIS TABLE FOR ALL FLANGED WINDOWS PER THE ELEVATION I ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP. I 2) FOR FIN FRAMED WINDOWS, SEE NAIL PATTERN ON SHEET 1. R TH 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVAILABLE 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 62708DW Sash Bottom Rail 6 2707 62707CW Sash Top Rail 9 2739 62739W Fixed Meeting Rail 10 2709 62709CW Sash Side Rail 11 2740B 742740AW Sash Bottom Lock 12 2785 62785W Sash Stop 13 134 66615 Addon Flange 20 1226 61228DW 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 64056G Wstp.,187 X.230 Fin Seal 25 2784 72784W Sash Side Rail Gasket, Polyethelyne 26 1078 7121UM Balance Take-out Clip 27 Varies per Size Balance 28 2711 4280OW Sash Cam, Nylon 29 1098 71096W Sweep Latch, Zinc 30 1016 7858WW #8 X.525 Ph. FI. SMS Latch Screws 31 1267 71267N Setting Block 1/8" x 1/2" x 1", EPDM 32 See Sheet 7 for Materials Kommerling 4SG TPS Spacer System 33 Quanex Super Spacer nXT with Hot Melt Butyl 34 Quanex Duraseal 35 Cardinal XL Edge Spacer 38 Sash Bottom Lock Spring 37 Screen Cloth, Fiberglass 38 Dow Coming 899 Silicone Glazing Sealant 40 1525 61625B Glass Bead (118" Glass) 41 2719 62719E Glass Bead (3/16" Glass) 42 1263 61263E 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 781LHPQX #8-15 x 1 LH Twinfast Screw Zinc (S.S.) 54 78XIPFTFUA #8 X 1" Ph FI ulcut SMS 55 78X1 FPAX #8 X 1" Ph FI - Stainless Steel 60 1/8" Annealed or Tempered Glass 61 3/16" Annealed or Tempered Glass 62 1/4" Annealed or Tempered Glass 63 1/8"-1/4" Air -1/8" An. or Temp. I.G. 64 1/8"- 3/16" Air - 3/16" An. or Temp. I.G. �— 2.000- .062 500" 869' .062" .062' A 1 FLANGE FRAME HEAD 6063-T6 ALUMINUM 2.056" 7 3.225" ^.975• T .050^� 1.125" ! .oso• 2.056" OINTEGRAL FIN FRAME SILL 6063-T6 ALUMINUM .062" 1.582" .062' —� tom OFIXED MEETING RAIL 6063-T6 ALUMINUM .050, 500' - C 1-125" 2.000" oso^ - .975' .062" , .050• -r n-1 .92V 10 SASH SIC 6063-T6 A YG, A. LY14N'ULUEJt, RE P.E.N 56705 SCANNED BY St. Lucie County MIAMIMADB MIAMI-DADE COUNTY 0Z PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (7W 315-2590 F(786)315.2599 NOTICE OF ACCEPTANCE(NOA) ww .miamidade.eov/economy PGT Industries, Inc. �� North Technology y Drive Colroy North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by 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: Series "PG "Clipped Extruded Aluminum Tuhe 1Viul]ion— L NI! APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions", sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the 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. 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 nuthber preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. Jf 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 V4111116 Approval Date: April I4 2016 Page i PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819. 05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 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 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 51 Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 luz 0 Manue a ez, P.E. Product Cont o1 aminer 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-51" Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS I. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26116. Pr JAI a g Manuel P.E. Product Contr I E miner NOANo. -0218.03 Expiration Date: May26,2021 Approval Date: April 14 2016 E-2 DETAILA: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) SiNEITHERTHE FFSET 1 EST OINLL e cw NAYBE I I P:STAUEDBY d a 1 1N49 METN00 ° . ° 4 d a a 4 EXTERIOR 71P.ANMR PFASUBS}iN1E. �— BEETl,01E81&iBB NyNENi Buc ANO ATTACHN BYOTNE B SHEET BIB ET FRONT VIEW d NU LION SEESHEEM RI-22POSH01E LOCATIONS L.IfA' ALLIMWONSNON9 DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) 4 -MULLION eUCMTW Tw.mcxm AND PERSUBSTRATE, ATTACNMENT SEESFE TABIE91&1BB BYDtxFnS, SEENOTEI, BNEET 1. MINf.i1L51 '. •.: • �•.•, � EDGE CgNCTtETIE CMU , I DISTANCE, SEESEETABLES ECGEOISTANCE 10.160 FOKW ON1Y ANCHCAS SIDE VIEW d° m m 7W..WCHOR TVP. NISxbi ERSUBSTMTE. PEASUBBTRAIE. SUTM 10,05 BSSESEN F31&18B DISTNNNO BUCNBTNP DISTANCE ANO 13.160 IES ATTACHMENT 1&18B T BYOfNERS, EMBEM.EN_ T BEE NOTE 1. SHT1. EE MW330ICCNSRETEORCMU FRONT VIEW SIDE VIEW WSTALLATIONNOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) OUANTRYOFANCHORS AND MULUON SIZE SHOWN ABOVEARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSETHEANCHOR CAPACITYIS BASED PARTLY ON TREANCHOR TO ANCHOR DISTANCE, THE CORRECT OUANTITYAND LOCATION OFANCHORS MUST BE FOLLOWED. REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A�D, EITHER THE STANDARD OR INTERIORCUP MAYBE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEKHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAL C, SHEET S. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MV,MFDADE COUNTY APPROVED ELCO U.TRACON OR ELCO iW S.S. AGGREGATOR MASONRY ANCHORS. FRODUCTRBYLSED m FFIu01Yic6wlN0e l7vim AuegonmW o3 e. LetIBRD•IF 2o2i Br n MINK ..,„1,.. No. 38705 = R A. LYNNIMILLER: F FL P.E.N 68705 SUITABLE FOR ALL LOCATIONS REQUIRING I GENERAL NOTES: NON -IMPACT OR LARGE AND SMALL IN DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE ADDITION TOANYANCHORS REQUIRED FOR THE . y MISSILE IMPACT -RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION. TYPICALAPPLICA71DNS ARESHOWN. EACH SITUATION IS UNIQUEAND SHOULD BE FIGURE it MULTIPLE MULLIONS SEE BETA ATM1U SHEETS �`GPEWHG WIDTI FGBVFRTGI,IFMI IN CHESTG B6 l —1 EEDETAflb� muB `( SAR SHAPE �HOWZDNT 4 NULL IFNGM EEBE-0 ATWMG; / sLIEErsxa FORm xF HDazaxiu SEEDETNLE, MLLL SHEETS PRDWCIS WY BE OFNNTTYPF. YUEBE BYPOT. BYPOT. IURFD /SEEDETALS .. Y SHEEISM K.CNTAL NULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: —DPN4Na YAom—I -'I Lwmx f^ °E H,/f LENGTHLL SINGLE MULLION SINGLE MULLION '1 bFJ: CGRRE6PDNDWODETALB FROM FIGlIRE1 ABOVE. STANDARDS USED •2014 FLORIDA BUILDING CODE (FG%STH EDRION •ANSIAF&PA NDS2012 FOR WOOD CONSTRUCTION .ALUMINUM DESIGN MANUAL. A)M-2010 •AISISIDDWIS2.2010 I---NQUZ NULL LEHOT11-1 MULTIPLE MULLIONS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS ANDARE TO BE DESIGNED BY OTHERS 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS HAVE BEEN TESTED AS 'FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULUON CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN IM FROM THE CUP. 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U160. THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.0 LOAD DURATION FACTOR WAS USED FORME EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT ATIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES, WE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLES} 71 ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR=003. WOOD BUCKS BY OTHERS, MUST PROTECTED AS 8) REFERENCE TEST REPORTS: FTL-6443; ELCO ULTRACONIAGGRE-GATOR NOAS S) MULUONS AND CLIPS HAVE BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH POT -APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. 11) QUANTITY OF UNITS WITHIN AMULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGUTAR'OR-TRIANGUTARITRAPEZOIDAL'. MULLION IA THROUGH IBA, ON SHEETS 5T14WUGH 20 IF THE MULLION IS SPANNING VERTICALLY OR B) FROM THE SAME TABLE USED IN STEP 4)ABOVE, FWD THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (IBSL THIS VALUE REPRESENTS THE WINOLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. ON THE � USING LIP ME ANCHOR �ACIW IPPATTERN THATR ACTUAL ITHE TION (REQUIREDANCHOR L S•A SELECTAN ANCHOR CLAND MAVAPPLE ANCHOR/ UBSSTRATVANCH RICLM PATTERN ANDVERIFY `��VVGNY•MULTIPLE 4' CAPACITY IS MET. �,; T) IFTHEMULLION CAPACITY(LBS/FP) OBTAINED INTHETABLE ISHIGHERTHANTHE DESIGN PRESSURE REQUIREMENT(LB PI FORTHE *`:• No. 50T05 No. OPENING, YOU MAY USE ME "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE _ — qq I B) VERIFY THE DESIGN PRESSURE RATING(LSWFP) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION ;��•.. ;, TE F CAPACITY (LBS"I OBTAINED FORME MULLION SYSTEM. THE LOWER OF THE TWO SXALLAPPLY FORMS ENTIRE MULLED FENESTRATION L` •. A'(ORIDN PRODUCTASSEMBLY. B) HIGHLIGHT OPTION USED ANDTABLE VALUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FOR APERMIT. Zo2� DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) Elwin TINE I PERSUBBIMTE, STAMMD I SEETADmia-130 OFFSET MULL I I CLIPINYBE 1 1 EWE BISTmCE WSTNUMBY 11 I. FMMJSONRY 1HISL£T1W I A DRS EXTERIOR a. e 4 �WSTARrt FMLl4SOW1Y u ANCHORS MW2INSIWNCRETEOROAN MN2.7KSICONCRETEORCMU 1BA39 FRONT VIEW SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALLDRESSING ORSTUCCO. 2) QUANTITY OFANCHORS AND MULLION SIZE SHOWN ABOVEARE FOR PICTORIAL REPRESENTATION ONLY. SECAUSETHEANCHOR CAPACITY IS BASED PARTLY ON THEANCHOR TO ANCHOR DISTANCE. THE CORRECT QUANTITYAND LOCATION OF ANCHORS MUST BE FOLLOWED, REFERTO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A.D. EITHERTHE STANDARDOR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD. HEXFIEAD OR FLATHE 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C. SHEET 3, S) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMIAADE COUNTY APPROVED EL00 ULTRACON OR ELCO 114' S.S. AGGREGATOR MASONRY ANCHORS. FRONT VIEW EXTERIOR DETAIL E: MULLION TO MULLION —1 .tm•uIN INTERSECTION (U-CLIP) v ¢e r TOP VIEW _uuulou FRONT VIEW NOTES 1) MAY BE INSTALLED IN'TEE' OR 'CROSS' INTERSECTIONS. 2) MAY BE INSTALLED HORIWANTALLY )SHOWN) ORVEFOIGALLY. 3) SEE U-CUP DRAWING%SHEETS 21-23 FOR CORRESPONDING MULLION. EXTERIOR \Y 6EE51¢fle21YJ Rvt NOtELOGlIIX1S EWE DISTANCE SEE TABLES 16135 SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CUP SH NOTES, 1) FOR 2X WCC6BACKEO STEEL STUDS. WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES. SHEETS 5.20, FOR QUANTITY OF SCREWS, SIDE VIEW ND. 66705 FL gY DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) SEEDUNIBAE. SIDiETS2M!33!`MW Ui y� TOSPECIMC SJFATM EXTERIOR Imo VNDD,DfE MIIMGNOPLNSOm1T ERIEIUOR (D PERMR I 1 - NOTES FOR INSTALLATION OPTIONS R. 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.25' X2.1V X.125' MU WON. 2) SEE TABLES I&13B FOR ANCHOR QUANTITIES AND SHEETS 2143 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP 15 NOT SUITABLE FOR THIS APPLICATION. DETAIL G: DETAIL H: ANGLE MULLION CLIP BAY MULLION INSTALLATION (ANGLE CLIP) (ANGLE CLIP) NOTES FOR INSTALLATION OPTION G S H: 1) USE 2 ANGLE CLIPS PER MUW ON END, CAPS MUST BE INSERTED INSIDE OF MUWON. 2) DETAIL G: SEE TABLES 1B-148 FORANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAILH:SEETABLES1M3OR18BFORANCHORQUANWIESANDSWE VFORHOLE LOCATIONS P] 2 ;k i tdn. BS70S TAULE IA M011bn CaDneW Tebb Openlan WItlm(WWd;m*sparIin mLftm)DiOpenIng Hight(Id 1prlmtelyJpsmirLl mfibls) 60q 801n TON ow OOIn low 12UN 140M low MCWWb TvplMerp Pe¢Ie1pJu nepnleng 0.wlvp0u 'oil TnRNenp. Paeldwn TJpIMeIW.JIM Pler n¢R4eng PwunPtlei TrpPi4erq. Pefl4Wlu bep/T6elq. PealenpNu WdM TnplMwp. LoeNb RwlenpAv Loe&i0 nepTAeW. 7A1%.126 1oe6^�Ix 14 Wmq L4�D LNlM IUAr9 LwMp n0 1neP^0 L4Wnp LvllqIueSWLwONp nno kplvBYp yL40na1paam Mallon "IN d am, �g a d�'d S� Nq 111.9 40e In.9 b] 0.2 106 INN 0M WA IN N.B Id 1041 JIBNB INA 310 n80 Id Id.0 310 N.B IW Id.0 310 NO 400 1d.0 319 38.0 IN Id.0 3918N r1A ]12 NA 2!e 824 312 r3A 2N 826 312 N.e M2 0] xN312 B1A x11 1r.p al] B1.0 f11 31A 312 B1.0 xN 20.e H2 Bl.p 2N T].1 31] 1. d1N.0 281 me 2d 8Y2 xBl N.6 T28 1fl0 201 ]BD ]el 621 YQ281 60.1 320 114 MI N.3 2IB NA 2d IBa 210 2]A 281 IBA ]IB z6p 281 1&] 21B 626 NI br.6 3W NA 3N IB.6 3M J26 1A1 ]2B 31l 11.! 1%21r NA 101 l3A1i J6A IOJ ]1A 311200 113 1A 320 300 36.1 IW 9A 20l T2L 21.0 200 3fl0 IW100 21.1 1W 1B3 200 254 InrIfl0 Im 2!D 1d At Iel ]fA 1]6 ffiB 101 30.3 11 2Y1 161 3pA 101 21A INlei =8 IN IBA 181 21.r Hl 9 e61n Me i66 30.E 142 24.0 10! 28.1 to 20A 1N 1e.B 10 21.o IN Tfq 1]3 1]9 1}J 1z0 18.6 IlY fYA 113IB.B IN rob IW 12a 10A I40 IBA 128 i0A Im }eq VA 11! 107 IN TABLE iB AneM1Oi CE ecl T861B be S.M. zn o3nf'xe a.6J rnln. x¢Jn.a4u F a weBon4 abmW•e¢Ewbe N1rmrrssEke slPeeil s%e nMxeewmf ft'saa"YtrkeLaww. 1l1•Eb 01Axm "MEke ebx 10 8npv IOA Bnun (Cd) NM(Of) AnOM1OrCllpPOH¢mB EUW WI¢we Mk 1' s. v ¢-Im 2V--1 r atm r atm r YIT z o.N' B.d• O.aN' EmbNnml b 1.11' Lv1• ULf' 1" z UIl1' idm 1-tla• 1'N' 1 I'll- 1 I1r1• r 1 LAY I I+ v40 ]AmM®I.lY Mq O.C.I84nmONOb%GYp lFlk lk 9WW JW Wf 150b I4 IkNW 9¢IG 3W I4 3d 14 iNbe fNlb (N 14 bklb NI Ne N314 d0I4 IIMb A Awdn®1.15•Mq O.CI6YNutl(vONNCYpffb.3F 180b IWb WA WA WA WA 3Wb WA WA W1 WA WA dtb M. tV014 1AdMe®3'ACno.Gl(q'ABNb wp0f 64 ak i0¢W iMb Mb tlPold IaW Ib dp na EW I4 wA ifDbf rlelb d¢b 1091P df Wa 011I4 118b 2ArtM Q0A!'Wt QG kUOp. No.20'AL4(FLLIL WA WA WA WA WA WA WA IW WA WA WA WA WA IiOb WA r31I4 2W p1 IPRMIFtlp(Eb.eF tBlb t¢nb aL•b NSNf eR ¢A tb Re t101b tnb ar¢6e InW 312gs Iif RO Nfl[e W3b 2Ablan®1.1TNN.QCIftlb6 .8 N¢b a53W WA WA WA WA,...nn�be WA WA WA WA wA f11 ke NOTE: FOR THE OFFSET CLIP, USE FIGURE I: FIGURE2: • FIGURES: • • 0 ANGLE CUP MUST BE USED IN PRIM. FIGURE 4: FIGURES: FIGURES: m• jII II II III. I U__II__�- 1 • e ANCHORCAP.® TABLE NOTES PRODUCTPBWSm 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. U mm10kInBA'iNN: PNr Oe116ivglbd¢ SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. .-.� I.No. j- AvicePlbimM B3 wn Ap 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOIOROPENINO WIDTHS IS P11OWABLE. 3)MUWON AND MULLION CLIPS SHOWN ARE NOT 7O SCALE FOR E%ACT DIMENSIONS, SEE SHEETS 2123, Mlwi eP m HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.TE2.1100' FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. L 1267 `s �Lt14N Aft, 4)SUBSTRATES:CONCRETESW CONFORMTOACI301SPECIFICATIONS. HOLLOW AND GRDUT+ILLED `��SON Vt;ENSS CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM 600. WOOD SHALL BEPRESBURrITREATED r = �;. YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALLBE W0 TSAND SE A MINIMUM OF.125' BT05 THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(1S GAUGE). STRUCTURAL STEEL TO BEAT 1'X2'X.120•MUWON _ * Na.S LEAST.125' THICKAND Aso. ALL ANCHORS IWO METAL SHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND _ THE MATERIAL. 410 A 012 ANCHORS INTO WOOD MAY BE STEEL, 1&8 S.S. OR 410 B.S. - �� Mullion Cenefty Table Obamel Comma WMttl((a lal6caeYspsain wN m 1IIoM)Br0 ening NeIgM(NrIlwI wln N6y-epenHlg llWeonf) wln all 70h 100N 1201n 1101, 1wN 1x2x.3TS flOeluTlldr WsligDreD! TnpTldp. nalegebf p Reoloryulu LmNl0lae6wL.Iffiql®8wobgdv,;Lao, ROy]nep, RecingWa, Ofif ary, n.IOOI ulx Tyllnero. ...,.r LwJIMtMewwwtw]wWNre1aa610IDOYIqLoaNrolnP9wNMuNbDgg Tep•Bbra. flNlugWal 1hIVMBq McbNYer 11 -m Neclaw w T,WM9N ygp•Iu1yyN0 jyp•Ln9ypwq• p Ina aw na0 L1S 151.3 Bw m =7 6n InD Ye 1116 W2 Iw.6 818 INS aR IWO an Wa an 'Me an 7&7 eC! lag 517 ao an la.a 6n %7MN n1.9 ON Ixi0 41D IOTA 507 f0 aeB 6a tar Iw Yfl0 6a 101a aW 61.6 w1 W.a W] we 6R me aw W.i 801 680 N0 111 wi W.0 JOB a0.0 OOI W.0 0wSomirt Ioar ab nle are wa a'A o rl+ l2 w.5 w8 a6 IY Me :� 5/.a tb a.3 a] ele IA 8103% u2 L58 w.D J59 a]A CB wo YA N. aw w0 SR NN aA Iw No 3M N. km ON I 51F Iw MY an MA tlJ e71 D10 n.6 aw a.0 as br W 6R5 au 96e lW Sve a19 we Iw 61.0 3n MY Iw 81.3 313 aln623 YN wB ire MA RI da M.B. M K2 'm8 Me aN kas wo MB SN 0.6 251 am LI I30 1a no aL 415 41 =2 R8 4M NO 1R6 3N da9 1aRN no M MA M2 45 2a 20 a61 2M n.e VI Aa '2% AB MY RB 1a 37.1 YJI ]4B 'A1 51.1 2C SLI 161 u6 2J0 1B1 'A1 w1 2w ifl6 m no Rw aN 4a0 1w K.a R]0 'A.0 RB aA ddl 1E6 •A.5 •d1 M2 1a a., 218 MO a6 318 NO w.a •� 24B 212 108 XB a.0 2f0 1&I 'R8 Tx] 2N tl6 SPa 2r.1nk, w0 RN V.0 IN w0 Me 191 257 RN N.4 1a =5 NB NO la No 2m N.6 182 1&0 N6 22I to I6o No M3 to tb 226 10.8 1M 11.1 as 1Be 176 0 a3.D 1]] 10.6 Al na 119 RDl YdB lm 10.3 w2 21.6 1a 17..0 2a 1P7 Iw tee No 10.1 tw 12a 1w 1&i 160 1P0 M IDS 1a 9.8 1w 16B la rBN 2a3 iW N.0 to 2].6 1@ tR 361 tw 'Qa tw n.i fa 1Br iw MY IN 161 IR a.1 10 10.8 1W I1.810 18A 163 f0.1 +w RI 1w BB iB1 18.1 +a wN JUS 1M 19.0 IN 180 IM 1N am 151 ,, 158 ttd GLC A Mcbol Ca 0 TeblD Iba OWlnb: ]]YOrcnb rg. No9w CNU Rb1 GAV IYYI Vi y1Cae VT80Etm Naeea VI'BBE IOWPMINbea a1.05 /GBIBtl AncNorCNp P.INma aurorbw SwD°ew1°°m nr FYOmusm tyacm y14•DwIA0s0n tH•Owunnrm ANPeOFtr IYOsan I ARPeOely .(W auwry!) Brm1091 Bflp/(a51 Edw WWa m3 9' LVY 1' 2VS SiR' 1' LVS 1' LI]! . I LVC Y O.M' QN O.RI• EmIXtlmmlmk Lvr 1.Yr IJ'r INI• Y avr 1 I.Vr 1 LVr 1 1.11r 1 1414 4vr 1 Y 1 da• I19C b1M 2ArcF 4;1YNh OF. IBWAfN ar Oawl ON{Fq. tk Mae mu 110b WON I." now -T! 541M 401ta Rl me Wee aaN MINe M21m 9wm I ArcDNe®1.1!'Nh 0.4181m'blJ prgaellapgN. Rk lab NOB WA WA WA WA Jab WA WA WA WA WA eRb aSla 11N Ne •AWOOOIa Nh O.G/NI'alaAmY LllpellRl Jk New rwM mm ISwb WN-, 10b EaM WA ]alw ]w IW NO Ra 1NRb wb aab 11Nb 2Aween GOAS•Nn.O.C.l U41N.NN.12rnum. {FN. Q'. WA WA WA WA NW I WA WA WA N4A WA WA WA WA NA now I MCM1]IFd'p IFk.01: Iab lab 28b MSb aRIN 199W IMIM I Ililb J]Olb t011M U1Re MJIb 110b T11 Wd 2wb R PNIWe 1.16•MN 0.O/F{2ry(Fq.0k NOIM Ja Re WA WA NIA WA Iwb WA N/A WA WA WA a11N IIRIM Ea Re NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CAPACITYTABLE .ANCHORCAP.,„ FIGURE 1: FIGURE2: TABLE NOTES: u+ yyy0��xaw116mDFlenNt 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. I.000' r ABa1 SEESHEET32-0FOR GENERAL INSTAl1AT10N METHOD3. Fapi) 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENINGWIDTHS IS ALLOWABLE• wl=-m M1wFIGURE 3:3) MULLION AND MULLION CUPS SHOWN ARE NOTTO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS21-23 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONALRESTRICTIONS SHOWN ON SHEE521.23. 2ODP . JAONV LYNN.M��7ri • • • FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. I \ -. ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES: CONCRETE SHALL CONFORM TO AC13D7 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (GNU) SHALL CONFORM TO ASTM C-SO. WOOD SHALL BE PRESSURE -TREATED 375' J ]e j• NO.567O5 FIGURE 4: FIGURES; IjI�TII�I FIGURE B: • YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE W5 T5 AND BEA MINIMUM OF.IM- THICK STEEL STUDS TO BEA MINIMUM GRADE 33 ANO.045•THICK (18GAUGE). STRUCTURALSTEELTO BEAT LEAST.125'THICKAND A36. ALL ANCHORS INT0 METAL SHALL EXTENDAT LEA5T35CREW THREAOS BEYOND 1'X2'X.3]6'MULLION = q _�; (,(• - b H QI Kj �'0�'•. Ail I II .- I THEMATERIAL. MID B 412 ANCHORS INTO W00D MAY BE STEEL, IBBSS. OR410S.S. 5T,T[ F �i�(JO_FCORIOA: IIJ� J _1C��.� $ F e � $ a TT --- If a fCClRJ 4mm,J wmn =3�aA:IRw9 4 �_ uyary S 9 K 6e `Td N$ .� x F s€�,m.eo„amo,�gga F ssaa r 8 aQwmp( m a ffi 3 'S s b 4p.sa mw g R h (wDvomma R 8 e g •,�( � e_ g R C S 5 g sge - gg��dwv==ga�6a$$ �� r a a s 2 S R a oy Npma �mav _ 11- 2 if nc= s Ap.�Jmvevv C- As e� -, ^ - .vv>enarr v alp _e �' a»�muryy E 9 tl ffi S C a9 i fLaW _ �wmv 9 �a+atriu�eQm R R F R R � - 8 F m 8 ffi K R a _ $sag wo aa19 a"se33 wGn emve4 vnn_ - S 95 aaiffi ffi� S }� - a nmwwma�sce$�gaa.3�,s,F=„? If (yw�m¢rm �2 a$" aaaac 3 TABLE 4A Muwen Cq A0 ty Table mMB Opening wh nn7Bore)crOpelllnB H616D1(for 0010 Rod rix6eVyspeerlm 1mb poll re) Imh 110U ImN SOM mh 701. SX278X Rreimlpdr be6rgg66Y aeymrr. LaeJIN PeeI00PNr LwdnO TPN7nvr. TyYNvq. 4MBp waUroer Lwdnp TnpmlaRL lwdiTlaO' Rmdnpev TWRtl.O. mwro ReplagUBt LoeCn£@p TrPfnely LNdnp ReernpOv Lmdrb Tap'OIenO• mpwWv LNMB TnM4a�r. LaAyro Rwlpnp.0v lotl{Ng' TvPmmp. LwUMg Amumnn��,Ali g•LadnO ¢aLpedSF g10e4ro K6151 fAIxU c, 5H •� mhROA1iMWe min wm WI MH iBh Rao +Taolm Rao Rao 161A I3f.1 101.1 m.0 w.0 DIM NO 7N 707 e]0 707 m3 6]I 6R IW.1 HOA 170.0 +roa IM.O 101A 140 IVe N./ m.1 435 6N1ro0 m3 012 710 Bw cox IOe 111 m1 1MA Irao Rao IM9 11n0 No R1 m.] m1 TN ew ew Om ON 757 M NI 6w IW tM0 IMO 1Mo 1]f0 10.3 +mA 1119111 81.0 M.6 ra.e w.{ M N, eanno NI110a rotHUI ON Bm NO l8e IN 318 10.5 N._U R7 6. 01.1 J7S ON 751 ON 6]I 612 10] 170.0 ITOA 1231 1 InA w0 OM 6e1 161 746 cot I ON 170a 1re.0 +ro.o 1w.I1130 IN.B N.0 m.e m.0 N.1 0w Rif n6s O15 NO 1 757 W9 NI Imo 17MO Irao 170.0 ❑23 112x 0.1 ]21' w6 m.]NILI SSa 510 ml m 6w Tm 6w 6% col 171 NoW.0Maemh IMO 170A 1eu 1J>p WA NA 734 m.1 100 I1m IN! 12m uJO BI5 OM 75710.1 6b $11 ax ROa Rao vao nnO 1M0 la.e m6 616 81.0 cot m1 a7 m1 M w3 1 e06 114 101 NI Iroo J70A +aa 1M.0 m.0 79.0 m.0 W.B N.2 w.06wR.6 INO 1417 @m coo 016 ON m1 eb 571 17a0 ❑0.0 Ra0 1M.o IM0 NA MS 0.3 e1.e 5N Bm ]m am TN Bm ON NO IeB IRmhw.I I10.O N1.1 u1.p 100.3 MS ma 510 421 m.0 1IN 107 Rm RJO 216 Im 751 mB NI IMa VILO troe +ro.o 1f1.1 NA MA .72 4710 5N ew 7w col rM aB M WO or 1m1 INA 1N.! m.l w.p NS 41.2 m.3 320 tm0 141] Ixm 013 Olt 6w 757 No ell 170A IMO n6.o IMa 11{A N.1 Too too N.0 all Ow ]m col NS NB m1 IN Ni Isse Ima NA MA NA 47A 41.3 31.0 11.0 fens Nlr +xm RM Ble em 7R Om 68 ❑ao Rao vno 1M.0 N.1 "A MS w.2 NA cot Bmwaah 7mNh eel 715 BIO NI 4W 116 NA Bm"A m0 mA 350 31] ]f1 wz 3m T1.2 30.6 SN ue me w.i 0m 21.3 ]Se 24.0 He 17,0 Sm 21.0 m0Imh MI xm21.5 2m t 10.0 2NIt.7 2m 1n0 x10 "1M3IBA NT x1A 2W102 Me 1A3 N1 se xei too me ICON it MO te4 oN 16A 306 111 xN TABLE 413 Anen0rC6 BWeMIr R.]x aMISIB AlnMryp¢ YIT Fkp014rem 1N•Fkp Vlheem Bel Y'ktEN M 4Nmee 4mm TODk De IgEOeaAU Pled we PTM'ON 1MIW 111're Eke L16.6Jep 1lP 66 Eke 0106m1 SRARM e118m1 YlrEgp111hrM IIP Em IMeam ApplWly Mnem Appreaely BerNw51 B<rx (031 &In(G51 ABCDorCllp P6mm6 EON alirW lqk P ]•1? 1' x4? SVS' t' 2t? 1' 2d? Y Y11P Y •mNs sm0[dnMt k tY1' 1 VI• LYa• f.Yl• Y t-Vv IqN• Lvr hlR• Lvr f.1r1' Y moW xArsgM®ax6•Mur. ac.ralydaONorva alp lFb.1] Bmm LOIN mm eNm 1a11N TIBM RW IN >Nm TIhM n11b MIN 41I IIIa 91 Ii" IN 1Are,rPNI.IT Mh.O.F reIWrOIr IM�allmp Rb.Rk I60m imm WA WA WA WA ]$DIN WA WA WA WA WA WA WA 92M m2m tl%W IAMlvne®PMn. o.F 1R1a5Aryq copal pb. ]I 7mM 7wk! NOm t%Dla IemW aB Rf molm WA RWm )l6lN 0601La IeN lb WA WA ll5m RArole5Da5Y1Nt 0.FlUf]b. Mp.1x5•NJm.5W.17 WA MA WA WA WA WA WA WA WA WA WA WA WA Ntm mOm t NWn1P•Ctlp Bb.sz IOsm IWm x:hm N6W 8Lm lu as twlpa n)m Smm 18rm =IM Nam Waco Emm x AmMn 1.15•Mh a.ClRik m Nem WA WA WA WA 1Nm WA WA WA WA WA Xlm Ilxllr .,...�.env.uenccerr rt,v,ICPruR GMFANrN0R PA1. AN LJANCHORVALUEZASTHESTANDARD CLIP. r.Irrj PrvALIIERARPUSMINTHEEXAMPLEONSHEET24. FIGURE I: FIGURE2: TABLE NOTES, 1)SEE SHEET, FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEESHEETS2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTH$ AND10R OPENING WIDTHS IS ALLOWABLE. FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. RGURE4: FIGURES: FIGURES: flot • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-21 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM CAO. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0,56. ALUMINUM SHALL BE (All AND BEA MINIMUM OF AM' THICK. STEEL STUDS TO BEA MINIMUM GRADE 33AND .04T THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.126' THICK AND An. ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 S M2 ANCHORS INTO WOOD MAYBE STEEL, IH S.S. OR 410 S.S. un ....�-ANCHORGAP.- MULLION FORMULATO OBTAIN THE'ANCHOR ' REQUIRED' CORRESPONDING TO AN PRESSURE REQUIREMENT FOR THE WHEN IT IS LOWER THAN THE MULLION ! (FROM THE TABLE) OF THE SELECTED IT WILL YIELD A MINIMUM ANCHOR /WHICH MAY BE USED TO QUALIFY W. ANCHOR OPTIONS FROM THE CAPACRYTA9IE i'E2A5•X A50• MULLION No. Mullion Capaofty Tab10 Qbsliel Oponlnb Wltlih(1MSBIBCBLY-GPB MmUIIOM)or MN OpenlnB Bolghl(far Mfn InANNlOpPsierNtO muMre) BOB Mln 70In lath 1Nh 1101n Nab r X3.136"a ROMW¢IIV I-Mdav Low, WeMa LMdlp Lae4tp LAMB Lw6n0 Law, WMIVOW.r I LMad, TIBAMm". LNdI Racam WV InMAp MWIM0. RMOnOMr WOIW RegiAvn9.. LwNIB RMIN¢BV TeplmVlB. btlro Too^ Alum Tubo Mull a€ffi 2B 2 Y 3 iR 9 8 a' 84 ywd'o 9 d �@ 28 9@ 2 �glCadro a'g 2 3 2 98 B@ yna� d klaMlro e8§ 5g a€. yLaeOngp 421n 170.0 SN 1700 435 IRA ]II IN.O AO 1700 ON 170.0 508 170A 0M 170.01SIB l7a, 1N0 IN.O #1 IRA MHO n0A #I 170.0 11BB Ink M1 Ina NR 110A Mf IRA IBM 170.0 MI MN 1]OA IN 110.0 Ma 170.0 ON 170.0 6H 110.0 0# INA NO 1N.O 1133 1700 MI 170.0 1n5 170.0 0" 170.0 1417 na0 OM 157.7 19R 1N.0 MM IM.1 1517 170.0 ON 11&2 Main Ink 6M M.ONIn Ink i0 170.0 ON IRA BOB Ink 031 170.0 IBIS 1N0 MI goo I305 170.0 19 IN.O 18R VWD iO 11G.0 1494 Ink IM IM] 11M tIOA ]M I21.6 1405 17" IN 100.3 it% 170.0 700 Hh i7m) IM m2 IN.O BM 170.0 MI 1700 NtS 170.0 ]H 170.0 1275 170.0 NO IMI 1401 170.0 Ml 10.6 1401 D0.0 ON tU.6 HIM BDA Hi 1M.0 1/M 170.0 Mt 83A 14H 170.0 M1 Mln 170.0 OM 701 talk 1M3 170.0 10 1M.6 Ilea 1100 MB in.? 11M 1M.0 BSd 1203 IMM IM.B M] I11.0 11M 118.1 MO M.6 11M 1H.5 Oat 70.3 IN I0.5 003 B&1 HN 10.5 0M Mh n0.0 OM i/5 1#A 10W 1NA BM 137.0 IM0 IM.6 MB IIOA IMB 141.] W IM.6 IND 132O 6M 0.0 IMB IM6 M8 70.0 IND it" MO MS IND 118.9 819 69.9 INS 1152 BIG ,�GG Tn Mh IN.$ B30 780 130.D 059 161.3 bM 110.1 BM UG./ 780 1042 MS MA 115 NA ON 112.6 ON M.4 ON IMM 761 00.5 MM MA 740 OLD SO$ 0&} 110 521 YM Mq n0 J^ nbn 1254 Wl Mi IM.G BM 111.0 BM 91.6 BM 101.1 BN .3 !OS 81,1 NO 71.4 aW H,D MB M] WO ?DO M2 0.5 BM nI M2 45.0 03 MA NO 0..1 BM 00.} Bx/ ]6N 108.2 ]31 M0 M.0 ttl 81.0 MB ]6A 721 0&1 BM MA ttl i&5 BM M2 III i0,i 6M H.0 N1 BSA SiB I5.3 tti MA MA 6H At NI M.1 5M ]bin 101.0 BH I 6N 012 BH MA Hi N2 BM i0A SN M.1 Bel ]0.{ M1 M.t SM MA Ma NA ON S9.0 551 u1 BH H.I ai1.3 6M JI.e OH M0 SHMN M.0 BID {M UA MI 6" Ha OA bH M.0 MO 41.1 514 H.e 1# 306 514 !OS I3i II.0 5H M.3 421 nA 514 33.0 WWQ NA LOB 20.a 6N N.0 IMMN H.I 1# IM 162 1# 1}A 3M H.i IM 10.0 NO A.8 1# 3&1 301 90.1 IMM.B MB 2].1 1# 30.] JiJ 220 I33 N.0 U.1 SM 1&B I# M.0 MS IMN 9a.1J# 822 91.] M1 32] 31i 2]A 9# 2" 313 21B M1 362 8M 21.1 S31 2Y.7 JM 10.0 Mi 30.B 2M 1&0 35] 10.0III N 631 SM Sat 2A2 Na 30.1 MI 26.0 JH N.1 2M U.B JJB N.1 ZM 103 3H N0 30e 1].3 336 18.0 tH 148aH 16.5 160 313 11.0 dM 13.0 iM INN n.} 3M 1M 33.1 2M 23.T 260 IB6 Ma N.5 2M 1}.5 SM 1&i 3# 16.1 NA 10.3 U0 i3.B ]BB 11.0 UB 11A UB 12B Ile M.B 2BB 11A 2N b.i 2M IDA 3# AnCboFCe atl LNeabs) Buts 2.4hmtMe IMCmt. Ntlbx (NU F2Od WU P]WtM M8tl b1CDW 1l1'89 Eko Me M. 96E w M10Metl M281a1 AaCI8FCIp PeIMBmB /'MAVTypA 6Y6 EI U 9'I@FI[M UAIam 111'EkMUAR[M UGIP )9MtmRBI(maRI 6[WY(OS) VL FLBe otlSON 1' 2-0/z 1• 2-vz siT t' 2Nz P x-vz z StIB' z 0.N' nail' oMr Fm[NAmI n 1.9/1• 19P 1&P 19f Y 1-Ud• 1-If4 id/1• Ilf' 1414 Id/1• Y I.M8' 19@ mbt xM[Mf ®114 Mtn (L0./81W1BV00e1Clp6ig 11 9MM Bat OB -- W]M 16111M MOma 2M W9 951M 1d.1. 60dM M61b HIM IQM Man IAIkMM®1.1YNh On, IBIQRRIA (RtEBeIICtlP IRB$ d831M 2MM N/A WA NIA NIA 9MM WA WA WA Wq 6MM 6MM 11HM dgnMnGYMM.C.C.I OBArybGq/UI¢M 1MIM 2MM MlDO 15MM I'Mm MOM BMM N/A 1MIH NWA B9M1B#Ih ®2M BMM 1181MWA WA NIA WA WA NIA WA N/A WA WA WA NIA WA 1NBEb 1ARhNIFffp ¢EjftlM 1nM%Irm IMM 1NM 221ac 2MM 2M[IM®1.14Wa V.CIF ¢ 21pM J`AM N0- WA NIA WA IN. NIA WA WA WA HIM II2M MBM =ANCHORCAP... THE 'ANCHOR FROM THE NOTE: FORTHE OFFSET CUP, USETHESAMEANCHOR PAT mXN ANUAI Mc vA6Ues AS mealnnulvfu uur• MwmP1Tln5avlWBN PN¢IAI -1.000'-1 DuilditB AtwMMow NO KO'O 11$•03I FIOUREi: FIGURE2: TABLE NOTES: inl DM1. QO2I 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. }B,1}i UOdG PNGw1 SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 3(3111 III//1 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3In, FIGURE 3: P N 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 2143. `�a'�;�CSGE S • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS21-23. e' •''TIG �; FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. ANGLE CUP MUST BE USED IN PAIRS. 4I3UB9THAIS CONCRETE SHALL CONFORM TO ACI $01 SPECIFICATIONS. HOLLOW AND GROUT -FILLED '�0 u (I m' CONCRETE BLOCKUNIT(CMU) SHALL CONFORM TOASTM G90, WOOD SHALL BE PRESSURE -TREATED "'0 ., y 8 F b LU, FIGURED: FIGURE 6: FIGURES: YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 60B3-TSANDBEAMINIMUM OF.125' 'p' 6'lAYE >� THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046' THICK (18 GAUGE), STRUCTURAL STEEL TO BE AT P%(I-WM LLION)ION ��,(+; FLOR�D�;' GEC LEAST.126'THICK AND MG, ALL ANCHORS INTO METAL S14ALL EXTEND AT LEAST 35CREW THREADS BEYOND (v vF MULLION) GCS 0` THE MATERIAL. M0 & #12 ANCHORS INTO WOOD MAY BE STEEL, 188 SS. OR 410 S.S. OI/S/ONA(. (3 � A. LYNNIMILLER, P.E. FL P.E.# 68705 An e q MUWan COMC TOtllO Qb31B1) ' OPORInB W14in Lfwwrow3`sp8 Mm illom)or OpenNB HN12lit (MrloRmAID41spaMlg DOW.) NN Wln 70N Win PoM Imh 1291, IWO, 1NF 1 x4x•]S6 M,MMlu LeNtN WAIMAN. la4m R[<mWlu Iw4nv Ter/Rluq. L a Pe[IWwN bA41q Ly/Rlvp. LaOnp Ralmplu be4v0 TnrJNup, lav6np Ral[nwly bvgyq Tlµlnlmp. be•4 Rv[ggly La4ra T[P'r(unp. L[[3vW RMmwlw b[&• llp" q. LBeem MI .1 Laft 'U"... LNNv RalmPlu I w T4"IAAnO• La9m aMbBmnD 55g p qp $a$ p � fill@$, fli �5g �p�g y�5g �yd Cep gg 11 g�5g �5� 115g 111 p1 1 h eI Sg �C� ISg S@ jd p III N 11h 2� fill, B i 1, 1111 Sfl dHfl 111h d& sB B8 all Bm 1m0 Im ImA rH 1mA 1I8 1TOA Sm na0 We Ina N2 170.0 510 IND HN Im.O Wt 1"A 1240 Ir0.0 NI 1}0.0 IIN 1no W1 145.0 HO n0.0 531 19.e 14" Imo WI Men ON Ima N4 tm.0 SW ImD M 1r0.o 0W im0 No Imo 113) Imo NI Goo Ina lrao SIT INA IIN Im.D 6W 1]NA I1q no ON 111.T Im3 Im.N No 472 132 Imo SW WAMN Tn n0.0 N] fm.0 Bm ilOA NI 1m.0 INe ImA NI imA ftm im.0 >m feat mm n0.0 rn 1Wd 124 Imo iN Ilr.t Hm 1m.B ra0 1m.1 IWa 1m0 ]N LTA 1'de im0 Mee Hn rn na0 012 1i0.0 N0 Iro.O 6h 7-me me IND r64 INA 11N 114A ON 131d IIN IND en fm.e 1155 In eN IN1.p IIN 1m.0 N1 N.1 IIN 1mA W1 n.2 Moo 17U NI Wn BN 1)a0 ml 1W.r iq] Imo iP} 1420 1N] Ie1.1 oJl tm.f tq] 1H.1 81e HID IN] 1mA WI Ia1D INS Imt 101 NA Iq3 120.f m] ILo Iqt 11l.1 TN NA INS 1]!.1 iN WN [7- BIO 1T0.0 )14 1N9 Wl INA BN 110s BB] INA no 113.1 OR 1]1.0 iW ia0 pf2 1]I.1 roe mT ON 1148 TN led 00 100.1 )IB 01.8 %3 1qA TH WT BN 1W.a i/1 Nn Ni 1m0 }N 13)d Hr 100 )N U&I Nr Ib] me IWA Wr 1nA T!] pIA N} 106i !b 52) Nr 1W.] r2i N.BB41 "1 T3 N.1 Hr NA )11 atd 00 N.0 T11 NB m3 112T tm) }]} N! It32 N.J ND tW 1]I.B 1025 r]l 012 W.0 Nd Np )N 10a0 NO iN NO NA m.2 Np M "iemm5NBN.rNSn.p BN.B NB Na M 742 M N.0 N/NS }N 612 013 ALL Np TN m3 no NB W3 HA AID BH M m.5]24 888 SOT m.l 70 NA Ntmh aN 10h TG 111A ON oBO m] i21 no No %, TOO r1.1 WB N.1 tt1 N.1 WI W.1 Td Bat ON IAB T31 ei.> Sm and tt1 BaJ N1 WA ttl Nd N! Win WA 6W >1A IW WO 40.7 6n 61p 108 110 N1 n-1 4N JO.B SH aA H] ]I.s eH 30.4 AH m0 6H 34.0 4m ]I.1 N> /m 213 OR m.r Am ON !iA QB N.0 13) n.0 WB Im 433 412 M8 4m m6 IN SIA Ire 31.8 100 30.T Im 32o ]p! 12B Im m.l SN mA Imm.e To SW im In /OA Si} tl.1 mt m! jft7 m.0 Bm and Sm and m4 ttA )il NA III m.l RI D20 JR fe.0 D! 1B.D JIB MIA 3tt 111ill0 3r.4 3N Si.O mJ mA no 351 Tl.e ]IJ T!d >n NA SW 2e0 N/ 2T.0 m3 AD SH mf 311 1" 34r 11.4ROO, and m0 20.a 3]B 243 NA 30B 21.7 On M3 WO 103 20 ISO 308 17J M IHIo OD 312 112 IN I AULC tltl AnN ar Co e01 ].SM tqn, TBbN Ibo auNV[IP. 1.1k CgpM• HWanGAU V4 YISEN[ FeH N1U 1m1IOSWN39 pi YAW Y81 Wial Moaned AWM1" Y46Ya U5xa0 111' Y1C EI[e Minim YtYEWxm VIEk[Num PWnA1.w U4eM ADAM(Ay 8.ca5Bc(13)a(G! An011arCIIp PaMm• 1' 91r1 1' MR SVB' 1' II4R 1' AI? Y 111C 1' DIS' ae1' 0.3N' WNuilar EnboR.IfN' LYP LYI' 1-Y4' 144' Y 1-0ll' 4W 1 1-VI' 1•tll' 1-0If Y MST LtR' wIAA SArclwn®I.I6•MN. ff1].1e1F Rom I MW[ 1 4WM NOb 1 11W 9oIN 3W BS J b 11a 0[ lrllb 16911N Neb Ntb H11b .. EWM .0.IBWtls0a0dA1CtlD IAmMn ®13SMn OF.IeYMN (tl 00[aOC¢^IFn ]3 ]m Imb SWW IIIOIN OSi Ra WA '-0OIN WA mw WA 1Ao1M WA N11N 11m R[ 1110b sAMM•81.1SYn.OAIBYM•a(wonn)Gvp Pq.43 bN] NO 11m IN WA WA WA NIA }W lb WA WA WA WA WA ne10[ trmlb 11mb I IttM®YNh O.GIPI'b5AM1($./0'b.53 ]Wb 1W4 OWb 15W Iq IS[ab H0b NOIN WA 1Wb mBOe 6tllb 1Ni N[ N1M NSIa e AmMA[®]'MIn OA/W'hSAnw[Ct0[I ffY46F 1f}OW In01N IIW W[ 151o1W 1BWb elOb NNa WA 114Db 'In" lmab mmlb t0yb IIII WA M. I Amgn®BA6•Mh 0.41UUM hlv.134'AAm.(ip.13 WA WA WA WA WA WA WA WA WA WA NIA WA WA WA 14Wb 'e.b BD i.Re'NB o.o)FavoffW. O) Sm ON SNIa mBb tO3nn 110b WA 2WIN WA ]I4b WA IIOIN WA Nt Oa 1111a NBIDv I ApoMn I.14'N0.0.G/Fap W. B'. AWW }WM WA WA WA WA YOIb WA WA WA IN/A WA Nib NSIn 111OM NOTE: FORTHE ORBEI Wv, use I ne swncgnwV n rnI , w� [v[u rv.wt•n ..uv�+�� •• � FIGURE I: FIGURE? FIGURES: FIGURE4: FIGURES: MOUREP. M-mnp-m] • • • FIGURES: FIGURE B: FIGUREI: ANGLE CUP (FIGURES 5&6) MUST BE USED IN PAIRS. FORMULATOOBTAINTHE TABLE NOTES: 1) SEE SHEET t FOR INSTRUCTIONSON USING THE TABLESAND SHEET26 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND,OR OPENWG WIDTHS 13 ALLOWABLE. 3) MULLION AND MULLION CUPS 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 2143. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI304 SPECIFICATIONS. HOLLOW AND GROUT -FOULED CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM CEO. Moo SHALL BE PRESSURE -TREATED YELLOW SOUTHERN FINE WITH MSG OF 0,65. ALUMINUM SHALL BE W0 T6 AND BEA MNIMUM OF.126'THICKSTEEL STUDS TO BEA MINIMUM GRADE 33 AND.085' THICK (IS GAUGE). STRUCTURAL STEELTO BEAT LEAST.126- THICK AND A38. ALL ANCHORS INTO METALSHALL EMEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 010 & #12 ANCHORS INTO WOOD MAY BE STEEL, I"S.S.OR 410 SS. -•1 1.000' r Avroplvlro NvTTpbZlTD,O� BBOb01im DAte gOS By Mlunl dv lio��v1�01 � S.�'�tGENSg '•. �'. No.. 550TNo. 06 g O ;•n •. lb 1 5��•., TAME .125' %TCS•. F'(ORSOP.•`\��` L -T/i,,sroNAti1E.. 1•X4'X.IW A. LYNNIr.LLVR. P.E. Mullion Capacity Table b•etr Opening WIBib (INwm2AD}aparNlgmlAam) Nb Nh NlnINh orOpaning N9gnt (IOrroAmflacytpambg rmOOM) Poh tmb 1mm IIOh ImM 1 idx.a7e RamIlg.Aa IaeGp fiepRMnA llt.A bM fi0p/Meo Lm4a0 RCImpOu LpNnO fiepmlRa tma4flINBnO In T/0pTA5n0. U=Q R.1.1dm LNftLpeEO,'L T.0". WauIA4u I' TmP'TOxp. bnelu6LaanO RAebSpilw fieplMm0. RMIm6Ma IOe6b0 Tlpl✓r0enp. Ubg Pat•Wdee LM-no TnATn•q. tA00m aMllion $$IptlnO W1111 42M 17D.0 Sm 1R0 MS 17DA 7N 1N.0 4N 1Ta0 0R Rag 17a.0 SM Im.O ale INA 1110 IN.D aN R0A INO I]a0 NI 170.E 14m 1R0 Mt IROm0 M11NBNMn Rao m6 IRO 6N ImO ON 1N0 64 I70.a BM M.0 17aa 1133 1Po.0 mt 170.0 INb 170A Bn ITO.O NR 1m.0 NO UIO 17M Ima MO 1BN 16.6 R%1 1R0 %025In 170A 147 1NA m] 1]OD 6m 1m.0 Mt MO INS IRO 170.E IIM 17a0 M 1NA INS I"k 7O UkO 14H 170.E 1N 170..0 V03170E 7N imA 101E 1]0.0 /N INA IGIB 110.EINNIt 1R0 ]07 1T0.0 612 I700 m0 I= 621 17" 1110 11a0 171E INb 170.E m3 170A 14N ROA M] Im.O tM 17a0 6m IB&0 IM t70A ml 1N.1 17K 170E ml imD RDOnu ml Nb 1710 NS 170.0 701 1N0 IOM 90.E T% 1N.0 1]N 170.0 Rag MIT M.0 ON 1N.0 I6N 170.0 MB 1514 1619 Im.O Mn Im6 INS 1R0 1aR 111.E tale VOW I0M MA NIB 171.0 tm3 Mh R10 MO VIA 745 1704 111E ImO Om R40 13M I10.0 17a0 IIN 170.E 1015 1NA IM2 11a0 ING 141.0 1M2 110.E IR3 117.5 IM2 180.E 11M 1mA 1N2 I"A 1157 0&1 IM2 167A 1157 mN IRO %1 170.0 NB IM.0 116E 1m.0 ON 17a0 IN4 110.E IMI 14M 1".0 ION 142E Nn IMA lib 12&0 IIn INA 11W 1IIl3 11].6 Itm 01A 14I2 IWO 11M M.3 14T[ 1N.0 IIM 1m0 ION 110A BN - I-iMO tOM Ib0 1320 IM2 1R0 I3m I19.0 1. 1172 1. Ma 1� Ia0.0 13m 126E tale M.0 Om 117.0 1%1 75A Inn 112E tou MO two t120 W1a71In17a0119170AW71MA 11M 1mA IOIB 1R0S 11N I30.0 111R I1M II0.] %B W.1 11M 1163 OM ash 114 101.E M 74A IIM N.0MS M.1 Lip M.I 077 661 IIM 023 alb8 76% 1N.I IIN 1mA ON 1NA 1124 117.E BM 1NA 11N Iffia N15 11M IISA MI %A 1124 INS 916 MO 1R1 04a BOB M] 11N 594 6Po a43 1124 61.1 MI M9 IIN NImin 'Mt BN 111A RO M.l MI M.3 ]Y }73 BM 021 MA M IS] ]N M.1 6N OAS Tm NO MI 61A 0W 41AMA 6N NO M, 5a0 EBB 31.6 MI qi m2PoIn M.1 }Q BIA NR i1.] ]@ nA 6M 6a0 TM 61A NA 712 NB MI 40.5 iR M.1 BN H6 1M 4" 6M 37.1 7434a6 NO NA 712 PoA 6Po ]IA itl NAm1 N.7 Om LEA SOA NB 11A 605 N5 N6 37.3 NB 01A NO MA 4N N.1 5m N0 N1 NA 6N an 472 19.6 aM 21.7. 6N 426 1N 412 6N 129 38A NS M.0 LBO S10 M5 M1 173 R&9 6MV 31.3 M N.0 Nb N.1 M7 m.6 NS 243 me 1&0 SM N.1 4M.0 G6 ]9.D IN 325 N5 31.i N.6 {N ne 111 NA R6 NA NO i16 RB N.a IM 18.E Il5 Nd MS IOA Ili 161 Nl 11.3 IIS 1TA NI1N B1 mA 330 21.] 105 NA 2]0 NA ]01 16e SRO I&0 IB.b MO 11.E m] /m Anc Table 6 9u[Olnb'. 2lS Q...mMe 1% 10b CqW. . Str6vn QIU ftlmdN PT Watl RIBEb 14aba 9 ARabDICDpPatlBm• ' Yt31r8W 'Fkp MVb1m4im1m1' 111•EMOUMpm MOSmm YIOEkp ISm pwJ%bw Mn(N) 61 I• a1R 1- 11Y aiqv/rP YAnncCm o.lY OAI•MIN aRN EOE.AmMa6eIdSYmnKml.1y(Mpz td/f wr 1q/r Lnr Frw• Lrtiv uv1 i Idw 11 N R PMMa N1.16'MIn.O.n /BMMm0w OMBICYp (Fb.163L ]mb NRb IN4 BM Im IBI 4 NOb 280Im Wb 1NN 3111m Im M04 N14 N24 6m4 I AIUM1pn N1.IS Mn. a.a l311rN0(aamNCip P4.31' lmb Lmlm 6004 14101W MIN WA 600W0 WA NOIm WA NOIM WA M]NB 0611m 11m4 p Arclge®1.13'MRo.G 181vN0(p1O®Y)W ¢C.It m04 tlmlm WA WA WA wA ::W WA WA MA WA WA IN]Im 11W4 NIOb IArclm®J Wn OA/RI>'6AIbb qM /aL 3K IM4 1m4 NO4 INa IN IBN4 MOIm ONI[e WA IN N34 BmW 139ib1 N14 BM4 11N4 OArcmnMYNA O.GfR11AA1gM mp1/(Fb. B7 11101W 11701% I0m 2f NIOIm 28I4 8104 NO. WA If101m IIN4 13T14 RrNb 10N4 1]N4 1MDb IA..8 OAS•Mb, O.C./4Qq.Nt0.116'Ah. 01g.4WA WA VA WA WA WA WA WA WA WA WA WA WA NA IIM4 RAmlm®1.L'MN.O,C/Ff]p Oq.% SbM SN4 AJPe iNb 110 IW WA 2MIm WA 3111m WA IIDIl WA N14 N34 0901m IAttIYM®1.13'Mk.00/f-0Ip .OK INb ]r04 WA WA wA WA bib WA WA WA WA WA m24 6N4 llmb NOTE FORTHE OFFSET CLIP, USETRE SAMt ANGHUK rAl It" MURMIUNUK VAUUC /w Inc a, m.uw.0 wr. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION FIGUREI: FIGURE 2 FIGURE& FIGURE 4: FIGURE& FIGURES: ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. npFualmurl EN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3)MULLION SCALE.FOR NS.SEE IMENSINAL 4.0E SHOUED FIELD -AM23. OLM TO BEDS OEYACODIMENSIONS. NTHE 0 SHEETS S SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS, FIGURE 6: FIGUREG: FIGURE7: • • • • • • • • 4)SUBSTRATES• CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM C-SD. WOOD SHALL BE HALL BE STOBEA6 INUMUMALUMINUM GRADE PRESSURETBEAMINIMUMOF.12TED YELLOW RIERNPSEEL STUDS STUDS TO BEAMINIMU00 IS 608&T6 AND BEAMINIMUM OF.126'THICK. STEEL AA A33ANDA4S THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.126' THICK AND A30. ALLANCHOR9 ANGLE CLIP (FIGURES MG) MUSTSE USED IN PAIRS. INTO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND THEMATERIAL. #108 e12 ANCHORS INTO WOOD MAY BE STEEL, 188 SS. OR 410 S.S. Nu. 66705 FL P.E.058705 Mullion Capacity Table PSM O"Reng WIOrb (forRmca*sPa1PUG mN mlIDom) orOParling mN HaI0R0oriBOmNeO/ SPBTNr0 imin mnom) WN SON MIS INN 1MN INS, 1.26•x Prcleiq.Av Ipeanp TepTAenp. IOMnp Patmptler LmSnp in(Mlenp. lan8ip Ritinn" , ImAp 71=T M6 IApeiq RM1eZU lmap TepRX>np. IpMnp Inown M lofd,a norm". IM20 Ralepptlu I *w TG(I1Hena Lonna, PNtenaln Imaiq aClmen& I o Pxlm9ler AM, Tnplmoip. IaMnp RanlmwW LonENB aLanz. IUOdp 3.166" x Tube Mull .Tube Mull yy 55g p g�} � p s� d i 5g Y@ p � k�1$g yla g1 111 3�s8@ 11 C1 q 1@S ip 11111111111 1 e3 ig 1g $g 3€5@ 11 1 1$a 1$g yh 2 I5g sN I'111 F� S@ ,11 d 42N 17AB OM IRA M! 1RA 744 I70A 474 IRA BM IRA Moe IRA OBx IRA 610 170.0 Ilia 170.0 m1 170.0 ISO DOA 521 N0.O 140 INA WI INA 170 170A 521 "IS 1]Ic IND 521 BN IRO ]06 IRD 521 IR.D BN Ii0.0 01 1iAo IO2 N0.0 6M N0.o IIM IRA NJ IRA 1275 IRA e77 IRA 1417 NAo 6M INA INS 1}60 MO 132.7 On 170.0 Se0 tt6,1 IN8 1R0 8W M.6W In IRO i4I 1R.0 M] tIOA 8m 1]0.0 fi]I 1R.0 INS RO.a SM 1145 ❑CA T9 170.0 1N3 IRA 70 TWA IN8 IR.G lm NO2 NM 1R0 im 1Nd Jim 170.0 7N fa.4 1M1 RAO IN NN ILO ]17 1N.0 612 IRA aN 1R0 M1 IRA ilia 170.0 IN :To :To Iva IRO an Int JIM 170.0 837 149.6 NM 170.0 BM 123.3 JIM 170.0 NI INA 13M IRO MI 02) IWa IRA Jul WN NAO 80 1100 70I IRA IN, IRA R1 1ma 1158 IRA 6M 1]A0 11M MIA SW IN.e 1138 INS 019 111.2 JIM 1NA 912 S3.) IfM 144.5 m5 79.4 IIM 1MA Bm 69d 1155 1MA Boe WN Naa WO INA }I! IN.1 IMI 1Ra SW NI.] 1M1 Mae M2 1A1 1M1 1120 u1 1m] IMl 1.3 Wi N.1 IWI 126.7 pN 3A1 1051 1t46 B22 MA Joel INA Wt 6p.a 1M1 JIM III NN 1W.1 aW INA ]W IRA.] M) 161A SM 1I. N) IN.O Re tOAI NI 121A IS a3A M) HU TW 816 Nr Im8 )M WA aN 1Wa ]W HIT 07 Wa )M 532 aN no )M Tt In 125.] NI 1W2 an 107.3 5N 1152 SM 91.0 0a 101.3 WI WA MI BIA SM }1.3 M N.1 6N MI 5a }60 81] M.5 Sa 73.] N3 M.0 501 80.0 Wa 40.1 ea 8A8 82D Nln 1WA TK 111A SW 01] 7E N.3 010 70.1 }23 pp.B 8M MA tt1 Rt SW m.0 )23 70.3 M8 a.1 722 05.0 Mp M.6 ]9 8a.5 p10 p&1 TQ N.1 N! N.3 RI W] 001 5 RI0 1012 BB 1Od Em NA M! WB 50 R3 O33 }9.3 8N Wa M! 7A6 eM M2 60 04.5 60 m8 an W1 SM Ix2 a0 Nd N] 382 BB 01.1 W7 aI.B M5 W) 6M mN Me 513 60.0 MI N.0 NS 6i.5 NO M.1 510 N.1 Mt IU ete M.1 01 MA 315 4M IW 310 515 3]A 4Ta VA 'I' oe.l 11] Rd 610 Md 40 W.6 316 81 ba OBI, 61A IN MS Q4 454 IB N.1 227 MA 4M 41A MI MA 4W MA we 302 03 NA 3N 27..2 40 M.4 374 22.9 IB 26A 3N 10A 4M 31.3 ]50 H.0 40 12A 350 IBb M.1 Ne a9.0 321 31.e Me N.S 318 27.2 OM IM 313 N.0 08 M.2 aN 212 0a Ix.7 M4 19.1 3% 20.8 3M lag aN 16.0 A] Him 351 an M.B 30a RA 3M MI Sol 231 3M Tel xN no 3M W2 San 10.3 In 20.9 209 170 IN 19.1 20 INN I STA 2m Wd 291 232 2R 23.6 3W 104 2m Sam 250 1).{ FM 162 25 I3/ 293 1AI I w0 141N I I31 I741 iBd 1M TABLE au Aneborce .. IN Table an. 8umm18 x.lk m.'[18a SM Wa. HVbF mu 'Ifind PT ml Mtltl 914 EIm w•sSao &WEY, 11135 tm stove, alxslpA Mx alml MCM1ArCBP Pelbme Ilkbrypa 3'16'FJmueam ud Ek0U3am UAntm 918'Oro LPrsm 1/e FYeUxnaon A�WNY Ua¢m /.®iW9rt Bm+(m)8uv W31 sus (05) EepemsYne W)HM-=ft 1'AUY 411C 1NNIA bYt Y a" Dad 09d 1SId'9Y 1N1' Ltld J-0Id 1d11' 1di1' Y 1w 1.YC Mt 0.T W} m7W Iaa Ua 90W xW EG74om 9IaW 5NW aSm Mope 4"TonN 1.IV YIn O.A IBVMam n olm) a'lp4W N/A HU NIA NA 3WMWA WA WA WA 11MW 4AR"a I.. A., 02 .'. tax, DIP 3ixa mO Oe %WIN INSIST MISS M.MIm >M 4f M'!pe IBa2to US llmn WA WA NA NIA WA WA WA WA WA Be MIND, MSm eaw In" IQ. AOIm IW IST a3i Ye 4mW xMTM] 0 UV MIR 0MIF 6)d . WA WA NIA 1mWWA NG IYA WA (WIN NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PAI I WIN ANU ANCHOR FIGUREI: FIGURES. FIGURE 4: FIGURES: M FIGURE2: ANGLE CUP MUST BE USED IN PAIRS. FIGURES: TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 215 FOR INFORMATION ON LOADING, SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-2& HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 2143. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI Mi SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 090. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 606M5 AND BEA MINIMUM OF.125'THICK. STEEL STUDS TO SEA MINIMUM GRADE WARD .OW THICK (10 GAUGE} STRUCTURAL STEEL TO BE AT LEAST.I2S THICKAID A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 010 S #12 ANCHORS INTO WOOD MAY BE STEEL, JIM 8.8, OR 410 S.S. e AULLION ANCHOR CAP., GAP.,..,.• 'ORMULATOOBTAIN THE -ANCHOR REQUilW CORRESPONDING TO AN RESSURE REQUIREMENT FOR THE WHEN N IS LOWER IRAN THE MULUR THE BELE (FROM A MINITHE TABLE) MUM ANCHOR WILL YIELD WHICH MAY BE USED TO QUALIFY AL ANCHOR OPTIONS FROM THE NA.smos D `• g l,ITit I %'SiC A„ /orvnt A. LGNN OAI'ELI , P.E. FL P.E.N 56705 MYELIA De city Table(US016 OpnlnO WNib (brwINBO/dpinNr# mutlMv) DropaMnB NBgfil(bIbNAMaPyapembq Ndhim) WF whe WM SON ON 100b Imb 14ON lwh 1.25 N 3.25 PAC1NpM WKmO TngMuq' ladiq Ilsoft r lmdnv T dw,. L. RwtrµW NUN, TON(aNI lwdry Rxlup4r lmd, TnpMvp. Uld"a NabrvyYr LwdK Tnp1Nq Leal, Rsslmp4r 14MN0 UTAND I Ue pIlvb L." TNITNN, lmd,p Rm1mvAV LOMIq TaRTMO 100Wa Rxlugvu Ludap TOWTN�'q. ladnv [.100 AIueTure/ .5c yy @} 25 qp pq r�5 4$ �L5 yp gp yC qp 3 gp ,SC qq gF py}I ¢R CSC pp Ya pp qp gf, �5C pq qa gp 5C qp $$ gfi .SC qE gp sD qp F■.6i qp 9q 5C qp 4$ Rg s5 qE 4a pf. 5c pa Fg, .5c qq 3 QF I10.0 6m IL! Im.a T44 Imo IID IIDA BY Im.O KE I10.0 WE IIE0 510 170.0 Ilia Ina 6L 1513 Ilia 1704 621 @1A 1110 II60 MI INS IHB 110.E 62% via file 110E MI 1861 INA iN R. R. YI 110.o MO Ink 6N INA an 110E Sb 11a1 We 1100 WI INA ON 1710 BIl ill, Na 110.E Sm NA In 1". m no all 110.E BN iAJ NB IIaO M0 WN6F IIDA lO IIDA W] IIOA an if" NI maJ NI 170L MI 131.0 N1 INA 10 117.2 Ni IS., AN Ina NI JAI 6N I1B N1 IM3 6M 111 N1 IH] 905 BSv 01 IM] W! NF 1m0 iN 1.A 02 Ima ®a IIDA NI INA NO INA W I'll NO ma ' IN.a M0 t>LO NO N.1 an logo SL m3 MB Ina M bE M I2U $52 61.E m0 Ina 02 ON IYv 110 10.0 SN f10., 116 132.E on IN.] iN 117.8 MS SEA ids 107.0 6" 1DA 115 Nia 02 11.6 iN Me M SI.i 746 112 M3 fill TO v],3 6M 4" 140 vi] W2 q MF Im.l Ml INA IN IN.1 Sl1 111] CM lal oil INA M] TIA OR BIA 00 M.1 MI N2 MB OLB MF BL0 bN 51.0 fill 11.0 AN IIA Nl M) 5N 3a1 mm TV Ma Mb IOIA Bll 111.1 MO ON, fill 01A bN no ell Me NO 0.5 all EA1 6N MA 617 RA 44 0.6 111 6A1 IN IAS all NA IN US .11 M.i IM all M1 511 I81 ]Tij 1IN MA 514 aT. IM fill 6M 11] IN W3 1. MA 14 UI 610 Md IH 0.1 fill M2 tiv 41A 61A Wi 414 315 file Ib IM N.B 60 E6.0 31. 4. AU AN l0A U5 131 4M YI IM 0➢A 1M N.3 4M W,D FN 11.1 466 4vA MI #I IM 153 M6 MA IM 422 211 101 US 3A3 Wl 0.2 4M no MA I"313 U. 02 All O..I 111 67.1 MD 40A 4U 50l 3IE Na 441 41.4 FM MA 141 Ill NO #0 NI M.l dW ]1.I IU Hv ]IB N. 111 MI UI ]El ASNb A2A W 1al1 MP JL0 2N M] 3U 3➢.] 151 10A N2 16.E 2N mA 332 Sit 278 21.! 13! N.1 R➢ R.! W 21.] iM IbA M] TIM12 11JW I81 m0 WF M.0 Sal ffi1NI N] 2M 26.E E11 36A W E1D NI ma 219 IIA 201 21.3 IU 11A NI We 9tl 1lB NIma twF NA 2N *211 918 no 21.1 iN R.B 2M IaJ NI w ill 10N IN MIN 22A 2M 199 Na IDA IN 1Aa zll Ia6 +N +1.1 213 uY fill 1mN 12A Ial Ill IN te.J 181 AncharCa acl TOble Ittall 9U01n1c R.lhCwCMa aMCmc, INAN,0M2 I FNAfAN PT I Ma101 MWEIm 44'99 Elm blCElm WSSENA 010 SNA BI391n1 /1391etl MahOrCEp Pall9ma /E26%ITym YIT D/°Wlmoe 1r1'EYAUIOmm MUNm Y10•F1m U0nem lll'EI<e Wmam AWmOeb UOMm A0ae0lIIX JNZ N51 mex(051 60m110s1 EOAaalamo0nk r afY!a I.]-vr B1R• 1- 2- r 1- all? z• t.Sa- r aA!• obl• 051• smSlMnm F I-vr ls4• Idv r Lv4• l.vr Llu• 1.44• 1.44• Lvr r farc 1.Ve• WN. ]AlicA0101.16'Nh0.Fl91rNNIXQ4e1tl01Fq. 14 ]Wb ]Nb 9NFI 1&I W3 ]106 fMb Nllb 110 LL0 T1b Nlb BM ee N101 I01M SNb 4AWMn0l.I5•MEL 0.0191eMM(al Mep OlFlPq, ]k 4W1e ]NbWA NIA WP 3M a1 WA NIA WA WA WA M3 ]'MN.O.GIpJ'BEAryb OHIISq JY 1Mb MEN 1Na W3Mtb00A1'FqI WA WA WA WAi4Ek 1Mb 1Nb U9b S]31b RSb 140b 2AMtm 1.1SWLoCIF00(Fq.O ]lOb Wb WA WA WA INb WA WA WA WA WA Nlb 11]IM cOb FIGURE 1: FIGURE 3: FIGURE4: FIGURES: moo FIGURE2: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE W. TABLENOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 19 ALLOWABLE, 3) MULLION AND MULLION MIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEEM 21-21 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.M. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS, 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T6ANDBEAMINIMUM OF.100'THICK. STEEL STUDS TO BEAMNLMUM GRADEM AND 045-THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LFAST.125-THIC(AND A38,ALL ANCHORS INTO METALSHALL EXTEND ATLEAST3 SCREW THREADS BEYOND THEMATERIAL, #10 6 912 ANCHORS INTO WOOD MAYBE STEEL, I" SS.OR410 S.S. =ANCHOR CAP.., FORMULA TO OBTAIN WE 'ANCHOR 12SX125'X.100` MULLION neigh I Nw 58705 'O �i fal� Ulm A1lI'tt1f ;' �141�- A. L%MMILLEk P.E. FL P.E.# 58705 I ABLE IUR MWIOn ceoeuty reelB (IheIM1 1 D,MM, W ESI (hrvB11"POr}ey5m'm"O.I.10PnNo Ne19M(brMllxonaryspmlNlO moo.) NN 90H not. NN NO,i0Y 1mh 110E 160h R9dm]JP In"I'le. R."., Ilona.p. mdmeau Twrrw0. s;I tGglY Dwffl O. w... Idll Timndn9. Nd n" Tly?HnB. PMuOYMI . -'awv flMnpeu inpTHnO PxlvaYu LexN,B TerlM1lgi. l9NGyq 126A]25 Lmfr9 IufN Wall YMJ@B uwbp Lwhp UIL9 Luv9y lOLpp blLq LIMA, letlNa InOSW L9HmB leMiq luaupyp }.fill A W. Tilts Mu I.. 8 x I E$g 3 � ¢a og � ¢ �� g�� 1 pip Fffi ig p�p� Fa Fffi hl 8ffi 3 Yffi $ffi i Fffi �d Fa i Effi 3 Fffi i�. FA Effi F F8 Fg 8ffi$ id S E i� Effi Fffi ale Yal 6% Do.B 115 I= ul Ima NI Ina, IN uaa WB nBB 19l +r9a fill naa tnB uaA 6a+ uoa 1No noa e]t naa uu Noa GI ti0.0 n]] ffOB ei1 1iB.B +ftl uoL at Nin Imo Ice 1mA w 1104 00 Im.O 5G 1NA IN II0.0 p0 110.0 ❑m VOO GI VIA INS 170.0 611 110A 111T 1)a1 tl0 tm.0 110 title w 69.7 ON 1700 no W.6 19N 1"A w Saw In 1m0 is 1- G] 1m.0 19a tinl 6i1 1}0.0 IN6 It's w Im.O nLs naa la Ii0.0 INs 111 I1I +i0.0 OG t10A Ill 90.0 tip +M.0 TG 1511 1171 Vo.O Ise +]).6 tail +na >G Gm In nl 1I0.0 G} 1701 Bag n0.0 Got IN.e till +70.0 NI DO.a 12N IN4 eW IIOA m1 IN0 bi In.O 15G Ilea all +en1 1r69 fm9 a61 nl.l nag nn0 GI nr.] I16a nB.O GI SDI. 170.0 NO 110A mI I1a0 14p Imo rel 1n.0 +N0 00.0 111 I104 1417 110.E NI NI.1 Oit 110A BN 116A ion 110.0 1W) Vila 1611 Is. %an lou I'll Ima 100 90.6 ISO I704 Ion pin Imo 9m na0 Re 110.0 11U +ro.0 Ill 1m0 1]0] tto.0 u0 +6[B 010 1mD fO+S tlfx DIO VOA ION 1%] Oro 164A 102 IVA WO 03 Ion O4 fna IG2 ION 182 +)m IS!] 100 g ph Im.O TI 1ma m9 Im0 flea 1,1L 90 1%.e Im ne1 IW9 IA) INb +GA ton u1.+ nN fall TM IOe.9 uN nP !19 %a 1Ge IN.1 m nA 124611290 05 bat IGe 121A Gs nM 16i.e 1G9 Ion.O u0 1%D im9 tm] en 1198 1N9 +)xt s +alt 1N9 INN Ill 02 1N9 IOU 010 6].9 ING lox? a1 MI 1040 Us 0% 69.9 iN9 91] HO a}A IN9 9I.1 NO 1BIo Mi,] NI 119.1 BiI 1t5B GI IMe SG IN.9 G1 ilia NI 9'I.B 811 IW.O 1]r 19J Gt 91.1 1G lIA GI 06.6 l5i 60.e BII IIA. !N 61A GI N.0 ml IIR MI idJ 1G loin Ins fill +nA na 1104 04 116.9 767 G] ON IOU %) a.a BN 91.0 t40 133 p/ G.1 IN as M N.i NI MA IM mi !a 11.1 6N 67.0 Ni 41.7 BG G.1 Ga sit p} SG a2 a1 !U SO 43.0 at IBA G+ ]GO sit Ili fin m2 a1 ]9l Ill %] al ]1.9 aB NO, 619 oll G] a6 71.s pl 71.9 60 atA s0.1 al 550 6S.> fill b16 p9 p2 IU 6mffi9402 )9] e90 AO IN ]SA 1G NA Ip x5S 6p J12 Ia 9] p1 )lA 119 911 p0 NA Ill f61n la1 Sm n.l w 59.0 GO 61A 510 n.I %1 only I66 ]16 M 11A Ill x1] JI6 156 Ip 10.a ]n +GBH fall Ill GD w ItI 166 aA a1 l5.o Ill )1.1 10B ]1.1 Ill IL6 166 R1 ]9s 41.9 Ill 111In 466 411 403 am )12 NI )9) 393 3xl N+ N.1 MI b0 441 x6A 111 )]2 1!0 a,1 N1 N.9 )?TmIn ]U ]n 16.9 }11 ]02 n1 ]1A )N %.9 m }a0 nl }0.1 011 10.1 n1 412 )xb 10.1 III IDS L1 I5.1 ]n 10.1 ]H Nato 21A 1a }I2 xa lrb %] +iA ]J9 1!A >m 16) 95 TA9LE 10 An0190lCa SUNpN¢ R.?k 9bnMe � NIVM0V12Ri Vf EkBYa4m . lh%Gll6e) IsIVSt. HtBRIGY 9essmMCJW PIW0 Mtl9 NIf St. 41'BB Fk00fa EYe Vf 84 a. Bmp9 H2 r pROtM Ugmll 9'16'ENelpam Vf Et0000tM AAPLON0 U16tV1 A®nGfel Bud LCL)9tR!(45) Bema (06i Art.h.rcap PAH5me E O]IaRa t• x-1Y 1• 2NS mar 1• 2Vr 1- S-VS S 31If S GAB• 041' 09f FIOOMMM n MV MYf IN4' 1tlf S LVI' 4VP tAIP 1-Vf IAIf 1-0Id' S td2' eWm zAmm�®1.?P bn O.a/SI9MAV VOIXtIc o19 q Sim aml0] m9q IGlb aaq xpm mtq T401m 9IIN am GYq all 'aft flag IAKM9®1.15'NIn OL 151]WN(ntlM11VBp 61p OF 4mh] Imm HA Wp NIA NIA SWb N/A WA NG Wp WA No mm 11mq IARM®SYh OL/P)'d5An1tlCIFaI p6) iMlq IBIb ®Ig 1.'Ailq MOM 510q NO. M imlN ?aq 6pm IB92q b2M Bpq 3ARN100A ail. O.0 I UAM%=.1M`/ adl NA WA HA WA NIA NA WA NA WA WA 1 WA WA N]A WA 5M® %Dm t ARM/FGp 96j 1mq tmq 'men a0q Bx2q 1Gq tpb n?q a01b ]G9M aL lb a9b 110q :xiq x ARmn 01.1P MIrt OFI PLY p xtlq a'4m NIA WA WA NIA 1Wb H/q WA WA WA WA G1M lam m01m FIGURE I: FIGURE3: FIGURE4: FIGURE 6: Ila: FIGURE 2: • • ANGLE CLIP MUST • • BE USED IN PAIRS. FIGURES: (OP„)X (rv.on..o ""r"^"" )'ANCHOR OAP.,,, MULLION CAP.,e.,- USE THIS FORMULATO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MU110N. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: I)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21.23. HOLES TO BE ORILLED IN THE MELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 11.2S. 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 G90. WOOD SHALL BE PRESSURE.TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.56. ALUMINUM SHAD BE .046-THICK( 8 GAUGE). STRUCTURALTEEL TO BEAD BEA MINIMUM OF.IOa- THICK. STEEL TLFAST.12S STO TLHNIICKAND ASS, ALL UM GRADE �0 ANCHORS ANCHORS E INTO WOOD I3SCREW T READS BEYOND THE MATERIAL A jj�✓% 1.26'X3.25-XAPA' MULLION I m mplyine w11h 1N0 Pbi� n3dine Coda 3 bus tt Otdmw oiNlan Dde _ A Y Dese Peb]ol COtltl 1111111191,. \1. 4 LYNN Ai/( Alit :: No. 5BTo6 >4: '/S�s/OIVN.. L o• A M.P.E.4687 FL P.E.q 63705 TARI F NA Munson Capacity Uses poaft) opening WE01(hr"dlb FSp➢r19apmLWom)or OpeAM9 XeIpNt(brOoNAHalyspmMg mdcors) Nh 01. lob Nh ash t00h lash 140h IeaN Ilk e3A4 11.624 Mc14MWa LmISO Reg014M. I<r069 0.rg4vgA.1 S." TVPNS* beti10 Rntlmodu LDDdm TmAll4eM� LOW, ROeluaUli, bv6ry T.,M.A. LOPd1nO ROpvMmr, his, TnpA0N0_ 1➢Nn0 wna9Jnr LaWe9 TnylVaM. b m' NnNpuler lurk, R4PTMry U.Sn9 R4mnAJ41 Lev00q B4pTMnp. ".&I RxIOn}tlu L0N'n0 T4pmwD useb, AIum.TL6e Muloon �' 6 fil fi',- @€ Fa t' 3 3G $ :& a '6 € i€ J.. 6€ as L S $.-. ?& Fa •B 3€ �.. ar€ Fd E A 3 �.. p�€ d g� �.. E€ 5a I fit; 8€ a F 3 �€ $a 6 3€ �€ Frt g S' Fa aF 3 E€ Fa s @ �g. Pi Fa & 9� 6€ Fa �• § 6@ Fa 4 3 �€ Y2 s'€it 4€ F8 a $ 3e &a Nle INS I 6M 174.01 435 6 INA m INA ON 170.0 06 INA IN ties 6B ITOA ID6 170.0 621 WO INA m 110.0 Ills INA 62t a" m5 INA ul INA IMP into AN 4OM INA ml INA SM O 1n.0 6N 1mA 99L IIOA No INA Ill] 170.0 611 m 170.0 07, NMI ILO 000 IN.O Vm INA W 170A 1963 170.0 NO INA =7 170.0 W Sam IS 1ma 10 I10➢ 961 99 1100 ut Ii1.0 late 170A 694 170.0 11N 110.0 723 INAINS INA 1C INA IIN 1700 1N IND IIN 11" iN V00 N92 170.0 756 110.0 all list IN Nm Ins UI W➢ N2 56 1700 691 INA 116 INA 164 INA ills INA an 1b1 lite $37 ISN 170.0 IN Ills is]) 1111 NI INA MS 1100 NI INA 24M INA N1 Nln ti0.0 NS V0.0 NI OR 110.0 IN 170.0 1240 too ul 110.0 1411 INA NI 1514 170.0 IN Int 110.0 10) 170.0 2126 VAD IN] ate] 2163 170A 100 INA 21U 170.0 flu Nb 1700 5W INA 745 lls Vao lulfilka 0n 1I00 I= 170.0 NO INA 1409 IM.0 tots 1613 In.0 Ion IMP INA 1122 IMP NO INA 1169 131.5 His 1100 Ills 117.7 }W 170.0 1171 p Nln 1100 RI INA 1N 169 INA 9N INA INA 1100 Ion 170.0 1115 17 .0 10% 1753 Ills INS 137.. ION 1704 1210 140 19M INA 1216 IM IN6 lick 12n Ill.} 19N 170.0 fill �6C Oil Im1 INN me Ila Incie Vl0 1N9 INA INS 170.0 1126 INo VN INA 12N INI InMD VOA INS IIH 1611 INS Ills Ills INA INS n.1 1N1 INA 6u N.7 17M feel 1N}76 Ins item mo ml le IN.D INO a' 15N IIOA IN9 IIIA leas 1N1 1205 155. 111.5 Vm 1160 N1A IM1 N] Nm ln.] IIN ND loss Ibs nll 731 IW utl fits 1N.D list INA N1 N1 1700 Ills 10.0 Iln tell IN6 IMP 1471 ISe.O tIIl 11i7 IN.1 1}m 1417 129.E fist Ns ten 116.9 110 D.9 N7l IIDI 1161 Me 1477 1Ns 11N Nin 1420 lltc N61 9N ills iN.9 9N tots 11te 107.9 251 NA ills w 9Y lite Ila 9N ills m.1 DID M2 Ills 713 NI Ni 111D 65A fill 4U I110 N.l ILO "In IIIA ➢la In] NP 91.6 u5 1015 ON ".I 911 rl3 N2 Ill 916 I1.5 N9 ITS ru all 916 N.1 NI 44 9n uA N9 4LO 45 621 P6 M6 u6 493 N1 loch Me 111 NA 6N 689 PI 70.1 an N.l 7D st.1 OR SIA PI NA 6N V1 40.0 60 PI 44.9 Nl ls] 171 ]d9 AN SA 771 35.0 021 33 Ill IIA 912 I lib N.l in 13 N1 MI 730 No 6N Nd IN SU N9 4L3 IN - ul n ISO 9II l3l 41.1 611 IL6 IN l51 We 'N.0 IN 319 N9 211 7]0 Inb NI I201n 99.9 u4 it u9 412 N4 61-1 6N 4L W M3 N} NO ON 1 1 619 21A IN 242 101 Ill ON IIA 01 1441n U.] Ill 35.1 100 R19 4I} N.4 IN N.1 4m I6A 190 21.] 4m em.I ]N 10.2 O] N.0 161 1iA u] 11] B6 TGRI F 44A AncM1orCe easy Te0le(@5) 6�wmm xn PN[9a ONCer, Habx Odu FIWOWU PTWm1 MUa AnchacC9P Pe1Nme � =t4El<c unrsm vl•Etouerelm YIV 01. UNxm Yt@010 u1rxm Vfu.11 xm WASFYn A,= milm. UP. 1/ mmo A®msma ONMW S.em)9ae79i9) M2810P1 M291a1 s9nv(00 ulmee 1• 2-K I. bK N!d 1• P-YS 1'WNIAWA 0�4'Itlf ISY• 1.YP T IAI• 1-VI• I'm-- 1-Vf a,d'glelsmm dmw m2w ION 1N sow 2Po Im Tdw 7401m mill oltwMOW NOW NIA WA WA NA sNw N/A WA WA New 165w I4MIv5B@ash OG/WemeAI[mC11e/QID S) ]mw 7Otw O9Tw 1!®w 1NJw OIOmI Ww N/A760w 1e@w ®ew NSMIImRe4MM®OWNh0.0./UQ bA..,MMftII NA WA Xq WA NP XA WA Nlq WA WA WA WA 126M IArtIVIFCApQID$ low 1mw 'Lmw Mow ORbs 130w ttlw IPw YOw 473w 170wR}IwNOw2NYble L1@MINE O.O/F 21DmL S91w NA WA N/q NA 1mw H/. WA WA Nine II2w @Aw FIGURE 1: FIGURE 2: FIGURE3: . • ANGLE • • CUPMUST REUSED IN PAIRS. FIGURE 4: FIGURE& m FIGURE B: • • FORMULA TO OBTAIN =ANCHOR C/lP..e THE 1.260` TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2 4 FOR GENERAL INSTALLATION METHODS. r Fm 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHSAND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION MIPS SHOWN ARE NOTTO SCALE FOR EXACT DIMENSIONS, SEE 3.9V SHEETS 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWINOOIMENSIONN. RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (MU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 62 - 8063•TSANDBEAMINIMUM OF.1(1)`THICK. STEEL STUDS TO BEAMINIMUM GRACE 33 AND .045` THICK (18 GAUGE} STRUCTURAL STEEL TO BE AT LEAST.I29 THICK AND An ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THMAOS BEYOND THE MATERIAL N108 N12 ANCHORS INTO WOOD MAYBE STEEL 1888,8, OR 4108.8. tl5`X3.BP XX2A` MULLION "V• fl VTN1V 4•D "" No. 58705 It p ' sm :d � O <OHIO. C9 A LYNMMILLER, P.E. FL P.E.N 63705 J 10N WN !am WN Poln 1WN Imm n RMMPAw TeRMep. IYelmgly Tnyhluq, PMWAv ,nn. PMeryltiv Ta{JMe q. Ptalenpdv TeT]fAnB. PMnpNm Tei/mvq. PxY^We, TyTlulp. FenVier TupTA®y. W 2x4x.2e IDeanO mwY Imanp LMaAO lAtlm LetleB 4vanp LaaanO Imdry lManB L.ft we Letlm totlZ. LHanB LHanp IBM mN vool H14 1>m 12a D00 161E 11"11.0.11 fOM ta.6 ImIlmol M. Iao IOW 1VA 1.1 1=1 1- tH.01 HI 3 JINIHIA1 1Po1 B2 13H Ia0 IZA 060 11701 tOH NA OI.B I ISM I. HaLZI M.B 11W 1038 n.T Iao 021 f010 MA tta ]T3 —1 W3 ELT taB M.0 Bn Yl1 Iao eft BR ImN IM.O 0}I fOIA Oil 663 L. %1 M.0 Im A.0 RI n3 &p &,1 %1 B$A an e7,e 071 CIA BM 51.0 071 M.e BIB 43.1 %I HA IN >1.0 %1 N.0 Ta 32I %1 tld nl IIIN Im01 TA 0tl.T 0 %S Re a 715 m.a 03A 010 M 0.5 70 20 M Wa 8 M /010 ITS 20 iMo10 m 6.] THn 4%7..11 0IM10 I01/.0a 7B7131A/ im10 HN.Ae Tag 43013.3D M421 7 03Aa BIB ]a0 31.1 a T all IN In aH H.] aM 30I 011 Im M2 W 31.0 411 a6 .31 2B3411 MAa MH R]73T.0 R IM fat b feS e eLe uo Mdmc cIty T•Ele •) BvaeW1¢ 2h Onebe 3MCw/. NWIV QIU FLlA GIU PIW[W Mai MP Eu. Wasiak. N14Cke Ill'S3 EIte mO Nftl II2BI0.i N/Idd An[NTyp¢ Y1PF1[O Wlmm vPFk/vnnrm UM[m 3'16'DBDUAndm of EkDUp21m Nw U.. AWKiaw 6Un(N)O[na.L06) BnM IGs) MchaTCllP Peimma E6T ngwc/pN I' 2-LY 1' x-V2 a1R t' 2Ni 1' 2-v2 S atR 2 Bb' O/f 0.ffiP FInmVVN n 1dY 19P 18P NZ Y 1-VP 1NP 1-011' 1-Vf FLI' 41N' S 15Y 19'0' M01 3 AMmn®O1Ymrt O.C/elwtlw/mORII CYp (f1; 16 Mde 3WBA H/Im tl]m IM1M a001 zmm WRIS ]IDIm 3/I De Ydlm wsLb 311M 11]u. YY De IAttMa®km'NIp O.Q/91v/4N(Otd/el) Qiy9 7Rpf 7RM 600f 11/5 Pd tlNee NIA f®// WA WINO NIA Emke WA m20I BmN Ilia- 6AnM2®1.]I•MmO.G/9VMll/IPpY17C Pip1 �Be OL ]mm 1/Hlm NIA NM ]m lb N/A mBlIs MIA WA WA 10a1m 1=1 1M]/e IA2MI®YYN GCI 36AryOC$f1 (r1p 91Ap ] III 16WPo iW60s Oef mm NG w,, iHee 8Wb t0a0/ man lBlb imm BMNYI SMh OGI �j 36AmNtp31 (ilp 6y tt . 11m" 10]D0I aIOm 2NIN B 6tlkO WA 11tlb tlaeL 13AW ffiYlm palm 1Ia PA 16M1 kO 3M1m®1Sf MIrt QG I ULAp.INO.124 Nm ]{ WA WA NIA WA 111A NIA WA NIA WA NIA WA WA WA WA ]d 6Amma®0G•RNO.GIUtlryANb.1M Mm.P By N/A WA NIA WA WA NIA WA NIA WA NIA WA NN NIA WA 21 ua 2M[Mn®2F8 Wn O.01m LNP/y 'A/BI 9A Im M3M TII/A ]13N NIA 2WM NIA 3161m NIA IRke WA MIM ItlM iA01m 9MIva®1.11•Nh O.G/File fOj N]0f /film INM /NIm NN NIA 39b NIA S/im NW WA WA 611 &O WI BO MOGO TPWIIJImCn ANCHOR LA TO OBTAIN THE'ANCI RED' CORRESPONDING RE REQUIREMENT FORT R IS LOWER THAN THEN NUMI-U..Morrael f` CIRCLEDVALUFS ARE USED IN THE EXAMPLEON b"=1 sP. FIGURE I: • FIGURE2. FIGURES: FIGURE4: • • TABLE NOTES: • • 1) SEE FORINSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEET$2-4 FOR ESHEINSTALLATION DS. RAL • • • • • FIGURES: FIGURE& 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. • • • CLIPS SHOWN ARE NOT TO SCALE. IN E)(ACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE HOLE • • • • • 3) MULLION AND THE F1 LD FOLIOWINGDDIMENSIONAL RESTRICTIONS 6 WN ONNSHEETE 21-2.i. FIGURES HOW SUGGESTED, APPROXIMATE • • LOC FIGURE7: FIGURE& FIGURE9: FIGUREI0: 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOWAND GROUT -FILLED CONCRETE BLOCK UNIT ® : • : ANGLE CLIP MUST ESSED MUST BE USED MUM OF72V THICK. STEELS UDS TO BEA MINIM M GPIKE ALUMIN M SHALL BE 6063-TCONFORM TO 6AND BEAMNIWOOD WE 33AN004S•THICI((70 STEEL TO BEAT LFASTA2S THICK AND A ALL ANCHORS INTO METALSRALL EXTENDAT LEAST 3 SCREW IN PAWS. GAUGE). STRUCTURAL . THREADS BEYOND THE MATERIAL. #10Sd12 ANCHORS INTOWOOD MAY BESTEEL, VIB S.S. OR 410 S.S. THE TX4-X.2SMULLION •y •. 8 111_ FL P.E.4 Mul0en Ca b Tehla SIR' Opening Wid/h(for-di spemllO Wh mUeard) or Opening He1gM1t(fN lydmlFAO}spertifOmUSma) NN 1mN tole 140In Japan "in NN TON 2K8A.25 Wabpier WIN Tapmhra LaJry namen ar LmdN TepRArg. L<obi P1B1mgBr loam'A Tepmlerµ WIN RMen9dv WON TvHHvrq. L.ft RrlwpOr IvMoo Trp'mra. LoadN RndeNAer lwOnygO 11•P'TO•Bp LNSInO R•cl•npdr Lvamg T•yitloN. ReeleNd• W&D TnplmeN. PoeWyls WIN mprweN. WIN �MuNona I �� h "a� �� pp�' 5� O� gloM" gLoaded Rle 110.0 em 1ro.0 I30 114.0 iN 170.0 478 1N.0 No nag 6m Ind Ba 1TOA 610 Into lite nag RI I10A lag n0.0 RI v0.a 14M I70.0 621 INA Ina 170.0 NI 170.0 ION nag 621 IBN n0.0 iN 170.0 Sa MIS NO 110.0 N4 Imo BR 110.0 em IVUD tin v0.0 N1 n00 lee 11a.0 N! Imo HIT Ina ON 170.0 l]m IM..O NO IAA 103 tIOA lea 170.0 am Imo NO NA2eN 1l0.0 !n 110.0 N9 17OD an Im.0 01 IVA 1048 n0.0 NI 1704 IIN 1100 TV In.0 tw9 nag 741 1mA 14" Ina iN Ina Om INIG TN 110.0 Ma Ima rM 170.0 Val into Im mle nao 791 nao mx tro.o eN lrno NI nao um nno iN nod +ne 1m.o em Imo uN no.o N1 DOA Is" no.o am Irao mn no.o NI no.o a91 troo N1 1ro.o aM Imo NI No 110.0 eN n0.0 ml v0.o Im1 1m.0 in Ir0.0 v4a R0.0 818 1}0.0 1N1 Imo BN 1m0 ISM Tito 9A vao 1nl R0.0 t0A into 2121 110.0 iPR R0.0 wrB tn.0 INS 1ro.0 2e1J 1m0 tN] Man INA Bea 1"4 745 170.0 ISM n0.0 SM into 13M nao OW n0.0 INe Imo ION nao lea Jr, INS I10.0 IN0 Imo tin Ina 2n1 nao IIN 170.0 =3 Ima 1171 Imo as 004 tlrt g mF n0.0 m4 n0A TN 1m.0 ION 1n.0 9N vo.a IBM nao ion 170.01IBM tmo INS JIB, JIM 1r0.0 nss n0,0 INS Im.o as vaa INS n0A 2m Via Iae Ina Sap +70.0 Ina IA nN nOo 10e3 no.o Sie no.0 1xm ImA 1m0 na.o 11N nod nap nao 1rOD +m.a 1ae n0.0 ten I!w late im.o 21xs 1ioo 25m no.o +Im nOo 2wa no.0 15n Irao Nm n0.0 tmo of mle no.o ua vo.a NT Imo t3N lea +mo naa ma noo tim no.o nw no.a tea nao 2ma noa 1421 nao nN na.o tea vo.o INS n0.0 314o nao teem Imo 39m vo.o nN aK 11Q0 f16i 1>0.0 wi Im.0 SON Vol) ilia 1100 tell 1r0.0 12W 170.0 1N2 11a0 Ina 1i0.0 nn 170.0 1411 tT0.0 2m2 1r0.0 am 170.0 Irm Iro.O Sn3 1r0.0 11l1 110.0 3W IT0.0 roan Ir0.0 Ina Im0 I'm n0A 16w 1ra0 lea 1T" HN ilea tIN 170.0 2126 1r0.0 ISM 17110 =I I10.0 193 trod 28N 1704 SIN IT0A 21m IN0 3413 1710 an Ina MIS 1r00 =1 ITa0O 12N IMA 1m0 1m0 INS nn0 IBN'anA ale IND ta4 v0A ISM Ilea ion Ile0 3W INA 01m 1Ta0 ale 37.l map 1NA Sv0 MA 31% 15a1 2426 Ina 1913 Iro.O Imr n0.9 a91 1lQa Imo 1TC.0 26N Im.a ma INS IISI Iin0 23]1 1NA aef nnB 9S1 HOA 9ef iN9Sal 1m0 ale 9L1 IISI Ir0.0 IBA 170A 11m 1m.0 19m Ila0 lim nao 9a 1}OA 19a fiOA RRI 1m.0 2119 I61A a6a Ia23 Say 1N.9 tea f1SA 20a 12eARile 01A a)1 Ib.I 3ne B 11.0 11 1 1m.0 IBM Me 2125 1n.0 IBM 1NA IIR 15aB 1Bw 1m.1 a52 141A ISM INA nap fad iBm 1m.1 aR 9a1 126.1 tml IR.O HIS Iw.3 15N tm.l /a9 BOB 15N 81.6 tN1 iA2 IBM BO.r ISm ea9 1m1 as 13n RA IN4.71 621 Iml N.p 1]m N.i 1N1 102 i3m SB.1 15m NA IIN HtlLC IJC Anc Ak Ce ecl Tehb Oe Bbalml¢ 2)t WVIeY ].SMtrc. NWorbAU ROamuT PL Wale I we a15Eko vm Eao vl33Ew Flos"'N 028-1 VIEW! AnchokCUSIPeMme 'fin'11C Exo UWdCT vl•Eko l®NM ft. Ulan. ADGMa ertro(O S.BON &I!V(m) Ed90 Gtl•rcOMJ 1' biR' 1' }1/3' 3-v 1• 2-Iw 1' 1 2-V7 Y LT r ale• OW OW.Y4 ENMdnmIlFk I' MYI' 19I1' bNl• S 1-114' 4111• 1-10- 1.,.- 1-II' 1-0/P r loner LYO' wM• SMaAG•®1.lY MIn O.GIBWgrtlrCbel Np(Fq.leak 9mb ]mb INN• BMW 1wIM VOW2N!M 9 b 9101N nllee m11M BOW 341W WAS BMW I pmMn191.0CMh 0.C./91eMN!(r Omall CYpp4.3i' lap N• iNb WIN 19N!M Oa3We Mae Smb rNb 11m IM 9NIM 1TI2b RM to Nab m]IM 11'A IM aA�•Am®1.9r Mh aG I01eWO(a MCI WO Tit. 4k 11mb IINb 1010!w am!M WA WA JMRBMWAIM!WA WA bleb IkmSo aoImW 1mb mOb 19W1M IBWIY HO F• man ilOb emlM 2mb mOlp itemOArlm®9O.c IR1219/ugl•�rtSmR• tmOb 19Mb ]tab 91ab 10.Ob (lab w90b trmb 13m Nf 11m 1t9a0NenA21'N ISnO.GIma9ANbfbl q. ik 1m0!M Rlmb 1NOb 39mb WA WA Imm WA WA j XNSb mee SSNIbWA WA WA WA WA WA WA SO WA WA WA INOb ®aN•I.N. O.GIUNc. mv.ta'A1m.IFlp. A{ WA WA WA WA WA WA WA WA WA WA NG 2NIRe ArcMvo ®leB`AM O.C/f-(ip lFlp.lON ]WWe ]m Nr Imb omb 1NOIm 2Nrr 2mb m4b Bbb 311b IISIM 6'qNsIm5!M ISM IM WA WA TMIM WA WA m]b WOIM Ilmb NOTE: FORTHE OFFSET CLIP, USETHE SAME ANCHOR PAT TABLE NOTES: =ANCHORCAP.- THIS FORMULA TO OBTAIN THE*ANCHOR (CITY REQUIRED' CORRESPONDING TO AN BE J FIGURE 2: FIGURE]: FIGUfI FIGURE B: FIGURE a FIGURE 10: FIGURE It: I) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON I 1111111I}}`-/ LOADING. SEE SHEETS 2-1 FOR GENERAL INSTALLATION METHODS `1` N, ONN All, • • 2)LWLL PI EAR INTERPOLATION BETWEEN MULENGTHS ANDrOR OPENING WIDTHS 8.000' �; �5'; J(,F-NS. •;H��_ • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SFO CALE. R EXACT DIMENSIONS, SEE SHEETS "( IJo, 58706 • Im • • IT Me• 2143. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONSSHOWN ON ✓Q� FIGURES; FIGUREL SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. Ot..a•1(P ?5� ANGLE 4 • • • • • • • • CUP 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED j�O', SATEOf y� (FIGURES CONCRETEBLOCK UNIT(CMU) SHALL CONFORM TO ASTM C90. WOOD SHALL BE PRESSURE -TREATED .("•., fi DR1O?••'(j ;� • • • • • 6-7) YELLOW SOUTHERN PINE WITH AN SG OF DaS. ALUMINUM SHALL BE 8083-TSAND BEAMWIMUM OF.126' MUSTBE THICK STEEL STUDS TO BEAMWIMUM GRADE 33AND.0IS TRICK(10 GAVGE). STRUCTURALSTEEl TO //��SSiONN-�•`• • • • • • • • • USED W BEAT LEAST.125'THICKANDAW. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW �f 1 PAIRS. THREADS BEYOND THE MATERIAL 010E d12 ANCHORS INTO WOOD MAY BE STEEL, 10b SS OR410 S.S. YXULSON R. P.E.#6870 P.E. MULLION FL P.E.g 68705 mm 7uCe 11I,,1I'11I11,1I11I11,1I Ill I I 11111 I'l III no o wo AnoherCk97 Okb Beq BWb 2.h QttRb B.A �[. Mom/WU fIDtl ON P1 Wml N9® AnchorCllPPellfimk ARN/ NPI y1o'EtoNIRm Ve pmllam MPEko ufiam y+6'EkeUmMm 11Y Eko UUazm IIf 69 Eke A'goNV NI6•Eko MURm VI.99 Eko A®LOY6I 1L15tM �m(cal N29Ut1 Sulu (P9 e1291®I snmr pN E4.1 LYS+LRo(1Yj r alrs r a+m sue• +• a1lY 1• aYY P 9NP Y ndC oS1• affix EnOefiml (!� 1%1' PA'f tAf T 1d/1' 1-VI' 1-0If Idld' 1-0If LVP P 132' ItlC Valq IMmn di 9'INn O.C.f b6Mge / 1 Ttllllm tD1M I fi6olm w 1Ab1 +856'Me 610W ms WA 1V1M iNBo m011e Im]W 6pbs 6.'e fB 11 Itl TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABU SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. ON LOADING. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE. FIGURE 1: 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 21-28, FIGURES SHOW SUGGESTED, APPROXHATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED W PAIRS. f)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C90. WOOD SHALL BE PRESSURETREATED YELLOW SOUTHERN PINE WITH AN SO OF O.W. ALUMINUM SHALL BE ffl ITB AND BE A MNLMUM OF AW THICK STEEL STUDS TO BE MINIMUM GRADE 33 AND.065' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125• THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST SCREW THREADS BEYOND THE MATERIAL. #108 #12 ANCHORS INTO WOOD MAY BE STEEL, I S.S. OR 410 S.S. 3'OORRESPONDINGTOAN REQUIREMENT FOR THE MAYBE * i No. 58705 (Y Tc OF /'',SIONA\-�� A. LVNI4wIa6 P.E. FL P.E.# 58705 TABLE15A Mullion C• •o LBU ReX10 325,130 Op..InB Wltlth (fq wArHCyep-lNlp from) HOght(futoimrfa3yBOHrrifO BON 1%h I110E PNNIN�WBv Ra �vMp. Pee�leMlel Tn MAM) PLudINlne WY Ret>�n�. NOh POnviPly TIe�A� IN Pxlm�v Rare SOIn P .ww L,• T-pm.N. Low" Wln PxlvgWl LN•nB ReWIl%lO L..", i0F InM1Nv 0. %F PBLBNN�Jv iI. BBnT BAYMULL q5 g5g a�g 5g9y y2T 5g d gp 5g qp g Jll, gg55a 58 4� y gg 96 yp qgq qn� ®qg $b �' �5.5g ga yp 5g �$+ fp7p 5g yp d g yg ®F qp �' ypT 5g, qtl� y5 gg 7e�SP gS {y B5I qg yg d 42U NF %.0%N Nln e0h e]N L FBN Rh i8N TBN %N %N 1%N MO 110A 1]0A t}0.0 t}OD 1]0A 110.0 H0.0 11&] 110A ]21 SBA ILT WO 10 TIi TOT B% 00 BII 000 T% 150 B0 1% 3B1 i}OA ROA 110.0 inA 1]0.0 110.0 R60 11T.0 i%.1 118.0 TIA e1.1 13H ON BN 6% Ott At TN RB 1N 00 %1 WO N] NJ I}UA 15BA '"Ol 170.0 f}0.0 R00 1B2A 1R.1 %.0 O2] 911 I0.0 NA }N e3B No I ON 100 111E iqB Bq I00 }[0 fi% 1% J31 R0.0 110.0 mo I nool G0.0 110.0 IOS.B 138.0 Im1 00.1 020 BI.S O.B I70 eel 0I B01 i9 00 eBl 11B BTB 01/ IBt 10 NB 170.01 1}0.0 110.0 I10.0 IWA 160.2 130.8 100.E BS.O 10.1 e1.6 12A ffiB ON 117U 49 INS 1118 1310 11% 1qB OW T% }0 BW 1% 2BI I tiOA 1704 90.0 111.0 INe IMB 11¢0 %.3 I0B NA N.e 31.1 NO 630 MI }N BID 0] %1 hl Po3 03 IW 19 N3 170.0 IlOA 1NA 1700 t181 f]IA 1H.3 M0 TI.e 003 11.1 ]T.1 241 49 1170.01 Ifl1 11% 12TO RIB IDO 1qB B% l% 10 i0 4% 3N Ime IRO 170.0 114.0 1e80 111.1 1C¢.0 0B 9.1 N.0 ]B.0 9.B 519 %I 1D B% BN BH BY 19 %t B21 113 131 ]1] ii0.0 170.0 Ii0.0 1NA 19A IIB.O 101.0 TOO B¢3 01.6 10.1 ]I.0 1J] 1110 11".01 193 iNs .170.01 130 RIB 110 1qe 1% iB0 MO !W 1% 3% I7LL0 ti00 I 1lB.B HIB 12]A 02A TB.e M.0 N.1 N.1 TL0 521 OTT 711 OT 00 %B B]8 T12 813 612 Ne 110 J0 4 2 110A 1642 I0.3 ❑BA NB.1 21.1 l0A 08A tat 341 ffiT %B 12/0 111) IN3 193 1310 1100 1qB BM T00 10 60 1% 381 170A 110.0 IMO 17MO 10.1 IM2 110.E N3 TIT 80.] 48 Sla 12.1 09 080 TBB 1% %1 00 ON SM ON B% 1B3 1% J0 1T0.0 1822 f3BD 1ffi] BTA 0.0 m IBt 40.0 182 30.0 348 R.1 IIN 1 ten INS I%] R10 11% 1q0 ON T% iW 09 1% N1 R0.0 110.0 ITOD 170.0 140.1 IR] 1qA 10.t 65.1 0A 3B3 %.1 W.} NI OO i% Nt 013 011 @t BB> ON %1 153 100 91 i}OA Iva Ifi] 10.1 0.3 AI IN q] N.B 39.E %8 21A NO IMS 109 1NS I3N LLB 1160 IqB 10 l00 BW 103 3B1 IIDA 1M.0 R0.0 170.0 IN.I 11BT 1%3 I&B 0.1 FOT N.J 28B 1TA Oat ON i% N1 01J BN 010 ON B10 6N NB ]N ]18 11B.f IIIT t028 90.2 1L1 BS.T N.1 N.0 3T.1 NA 22A 10.E RIJ 169 1N3 IM 121e 11% INB Ob 1% 10 M1 1% IID.O ti¢0 1MO 17CO 10.1 1Yi tOli RA el.e O.B ll.e Y3A B80 I 754 %1 B13 IN NB NB BIT 800 Nt J90 111N NA 3A 30T 03 3]A 310 ]S.0 3% 9A 3M 20A NS 21.0 3N 26.J 90 21A ]% 9.B 318 103 ]SO 20.8 312 11.0 90 te.f f00 tAN 30.1 JIT 30.E 99 %.] ]11 10.0 2N 21A SR ffiA 90 10.0 9T 1OH 2M i8B ]R IT.O 93 INN 1TA 2N LTA 2% FIGUREI: El FIGURE2: FIGURE 3: ANGLE CLIP (FIGURES 1J) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, 2) UNFAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION MIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE ORBLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 2123, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C40. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.56. ALUMINUM SHALL BE 6063.76 AND BE A MINIMUM OF.126' THICK. 97ML STUDS 70 BE A MINIMUM GRADE 33 AND.045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.126' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST SCREW THREADS BEYOND 7HE MATERIAL. D10 b P12 ANCHORS INTO WOOD MAY BE STEEL. IBB SS. OR 410 S.S. .ANCHORGAP.- BE USED MI OBeB Fmbxl \\11111111 30. [s+ am- 58pT015 30-BAY / U�• N �( •.� 5'mT0E o. MULLION P.E. TABLE iBA Mullion C• w T•OIB BMi OponlnS WidBI(iwWAre2zepIUTB10 f@21o1e)orOPaning H•Iaht(IorllodmMBr6p@re10 mUISON SON bN 7011 BON Polo 10010 LAN 1400 INN 3.26.45 WSIwgAr lmdn0 T,IUMmp. RMe1WUer lmdry RLNmW. LaednO WarlEv lo•ON T"M. loelM RIMngdet TmgTBm0. L dv RWINpOu LOedw's TyYNenp. uwn RSMIIBder bednn TeMASrO. LSe01V RaOimpdar WOO, liwd N. IaWnO RLta.gd.L TwM" LWMO -ISOISAS lAednp TSNT0m0. IAednB DEMAL RAY MULL g5 Sgpy 9�$ $[IPldm 0tlp gg qq $�$ gp Sg yp �' Ds g5 gry &�$Sg yp� gFe 5g gp I�6'wdnB 0 5g �C yp� i� g5 5g ¢Yd$ ®5sg Sy �' B5 5g y6y5g U �' yg sg y�g OR, qg d p5 Sg yp �$+bN¢Mg, p82 0 0p 5g ytl gF sgg �$a' yp1 qg d} . I2N I1a0 BA 9A0 IN 1m.0 )N IMO 08 1M.0 Ob USA Bb 170A 0@ 1700 510 170.0 HIS DOA @I 9A0 1N0 90.0 ZOO 621 11A0 NBB R0.0 RI 1TW INS IWO 521 1b.3 1671 Ina Ri IBN 1MO 7. IT" 6N 70,0 M 11A0 BM VISA M 1710 0M i]0.0 11N 1M.0 bl f1A0 12l5 R0.0 Ni tMd 11101 BA Ib.T IL 1]AO b0 IM.f IB@ tAA NO 1120 1N} IMO b0 N.@SN 1T60 1O 110A N] IM.O 0b 1M0 RI 1]AO tON I10.0 ON 1MA 1f06 1M0 ]A 1M0 IN! 170.0 N1 IA.O f104 MA 7N 147.1 1552 1TA0 ]b 120.1 15R IMD >b 110.1 15R 1M0 TSB NN 'TOO 101 90.0 B12 I10.0 ON 110.0 O01 f)0.0 1110 V0.0 TN f}OA 1216 R00 Bm 1M0 1IN IMO ON IR3 1N5 170.0 ON IAA 11N IM.O eel INA iN5 IMA Poi 0T.0 140 1M0 NI NO 170.0 b5 ITOA Mt 170.0 lam WOO M7 110A 1xb 110.0 @0 157A 1. 1M0 ON 198.1 INS 171.0 US 1112 IXO 1!1S OW 1w.0 iUS 151.1 M bA INB 181.t B@ 1BA IbB 181.1 BBS NN 1T0.0 BN R0.0 TI6 IM➢ "N IMA M 1e2A ISO t70A BIO 1126 INT 181.E OA IA.i 12Q 152! OBM1 114.0 I217 IHf 0@ BSA IM 1NA NB BIA INT 1s1] B99 11] 1N1 1]0.i 0]S NN 1M.0 Bit 1M.0 i00 DO. 118E IMA 003 110.1 I1b INT US 12a0 11b 117.0 045 IIBA tlb INS @e 1mA 110E IMA Oft OBA 11A 1103 6m 11A 11M 110.1 BA N.B Ilb 110.1 BN ttN 181.E 101E IBaS ell 1N.7 101E i"A 619 113A 101E I2T] N3 101.0 1010 111.1 No sac 101. Ib! 017 Ke Iota 00➢ Go VA IM0 b.B N! fill Imo e1.B TW aW 101E RA )80 3 MN 1w./ BA U1B 1@ 111.5 BOB 121.E 775 00.1 BO! 1@.1 l@ b.B BOB ... HO ... ask N1 iN b.1 BN 023 lA 02J BOB tt1 11B 10.1 BOB 11.2 ]10 12B 008 MB MB MN 127.1 NI 1328 7N INA NI 112B NO no N1 wo US MA 11 015 713 MA NI 0I4 TR B3e b1 T6A BW RO bl b.l bl NA N1 WA B>5 39.1 bl N.T @2 BON O2T BN NA NI b.0 BN 721 Pot 5a1 !IB RA 5N 6LT ON NU N5 10.E BIB NA R1 NIA B10 11.E 6N 31b !IB 11.6 51B Ad Bb 341 B11 AD !10 N.0 6@ NN BOA 6N A.1 Ne 50.B 6b 6&1 1@ 10.T Sb 5/A 101 12.B BBe 1A0 IB] we BN N.t IM N.1 SOB ffiI IM AA 6b ]].1 NO N] Ne 90.! 152 21.3 6b ffi] N] Ms, 17.9 NB 40.9 105 3La NB 412 3b N.2 /IB N➢ No 201 NB 31.7 39 20.8 NA NA 3e2 2?B NB 201 BA 30.E NO 2]A !N IT.1 NB 30.1 JBI I6.0 NB 10.B 350 111N 44.1 42514.0 NB IWAl @! 1 VA US 1 31X IA 32.8 "S IVA IA 221 N7 21] M A] 3R 221 420 21.0 2% IM IA A.1 SW 115.5 425 10.0 US LAN NA 3N 394 Al A.1 SN AA WS NA 1N 251 @I .1] 3N YB 317 IBA 3N NO 313 173 USIL7 MB INN 203 2b AA 2N 1A0 M 17.1 2A I AULC 100 AnB0OrCB HY7010111101 BWnNI•'. 2]3(MM. 1@UFle. tioa.mu iHMUAV PT Woitl 11EI01 YIC EYA VI'65ENa bfe•Elm 1f1'08 Fke mO8N01 .n.ai /1x91r0 � N1C EIm12Lam 11C I3ve U5nom MOim Y1B'EW UNsm VI'Eko Ul'rtSm ANeOew IMemn A{yeGOly gSq•(OSl 8.05I S.V35) AnOAwCRp PAIIOm! EAy DINme MP 1• atm A tdm 1Vd' i' 2.1m V 2I- r 31I1 z OM' aN' a3N' EInK6Tml m7 ULI' 1.Y1' h14' IS'1' T 1 141V 1 1-111' I 1-111' 1.1R' 1-1R' I-0W x' LYC L39' wYe 1AmMr1®Y M.O.c.IRI'Ali OVm'".1) >931m JB]Im NNW 0601M t]NIbO xM NL 'Nlm 3N b0 1101W J11 Alm WBRe N1W Ilxlb fNRa I AmML®>]•lOA OAIRIx36AryN Cim101 tk ]Alm lAM 1AAp I0706L 75AIm m0 e• OAIm WA 11AIm i191m @01m .10W Im N2Ne us It 11A Yn ONVaO x.]1'BBrt O.GIRIbSAryb Gpel .]t 11AW0 1tAlm OSBW ]llBlm Y1N00 WA &Olm WA iNxlb WA 1]xORe WA IOx]W aOL 1NOOp FIGURE 1: FIGURE 2: F. FIGURE 31 ANGLE CUP (FIGURES 1.3) MUST BE USED IN PAIRS. TABLE NOTES 1) SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 2d FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR MCT 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 d) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI MI SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G%WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE B083•T6 AND BE A MINIMUM OF.125• THICK STEEL STUDS TO BE MINIMUM OWE 33 AND AW THICK 08 GAUGE), STRUCTURAL STEEL TO BEAT LEAST.125-THICK AND ASS ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATIAIAL. 9106➢12 ANCHORS INTO WOOD MAYBE STEEL 1S8 B.S.OR 410 S.S. /WHICH MAYBE t IALANCROROM CAPACITYTABLE. .ANCHOR CAP.- ' OF •. S Al' .(''fl�� E�.�. A. CYN LI 687E b.E. FL P.EJ .B 68705 M1.000'H r115e'-'I -•-� 1.000- j- -{ 1.000' )- .125- 125' .125• .126' 1.7W' 2.760' .12W 3.126' .125" 3188' 2.000' 20DR I 265• L26" L 376' 376' t -L AV r f 1'XTX.125-MULLMN 1'X2'XXWWLLION 1'X275-X.3TSMUWON VX2.7SX.8WMUWON 1'X3.125'XA'MULLION 11VX3.18TX.26SLOIW0N awfi T6ALUM. 81)63.T8AWM ewB Tfi ALUM. 6XII.Te ALUM 606174ALUM 806STBAWM. X-SECTION X-SECTI0N %SECTION XSECTION X-SECTION X,WCTION .376• MIN. .375' MIN. STANDARDCLIP CPFATEFCL�,BEE I MIN. DETALL F,BHEE S4 336' MIN80. I A A WCLIP L._______J Top. UM. TOPWLY/ STANDARD CLIP 0003.TBALUM MVSTLE TOWIEW DARY. SEE 3IN MIN. 1 i I 1 I OFFSET CLIP 606Y76ALUM. TOPNEW CENTER OFANCHOR HOLE MUSTLfii BOUNDARY.6EE SHEETSWFORTHE ANCHORO.C. DISTANCE. MAXII&M ANCHORHOIE DIFMETER:ANCHOR OMMETERH11W. TARA F R "I��{ F^•12S SW 2A&"ALLUM.UK BBBTe 2000' %SECTION L .126' L� .375'MIN. f~ 2X5 ANGLE CLIP 00ALUM. TO TOPVIEW CENTEROF PNCHORHOLE MIATLIE WITHW THE ANCHOR D.C. DISTP SEESHEMUMM FORTHE ANCHOR DR O.C. DISTANCE MAXIMUM ANCHOR HOLE OIMAEIEIi ANCHORDIAMETER• 1/10'. Mull Dimension(eheet 0) CPFATEFCL�,BEE I MIN. DETALL F,BHEE S4 336' MIN80. I A A WCLIP L._______J Top. UM. TOPWLY/ STANDARD CLIP 0003.TBALUM MVSTLE TOWIEW DARY. SEE 3IN MIN. 1 i I 1 I OFFSET CLIP 606Y76ALUM. TOPNEW CENTER OFANCHOR HOLE MUSTLfii BOUNDARY.6EE SHEETSWFORTHE ANCHORO.C. DISTANCE. MAXII&M ANCHORHOIE DIFMETER:ANCHOR OMMETERH11W. TARA F R "I��{ F^•12S SW 2A&"ALLUM.UK BBBTe 2000' %SECTION L .126' L� .375'MIN. f~ 2X5 ANGLE CLIP 00ALUM. TO TOPVIEW CENTEROF PNCHORHOLE MIATLIE WITHW THE ANCHOR D.C. DISTP SEESHEMUMM FORTHE ANCHOR DR O.C. DISTANCE MAXIMUM ANCHOR HOLE OIMAEIEIi ANCHORDIAMETER• 1/10'. Mull Dimension(eheet 0) POT Paltg Mullion Ste. Clip Ogeet Cllp U-0Ilp Angle Clip V X2"XA26'(6) BE605 CW113M SNII19M GM43M 666511M V Xr X.376-(6) 6660DO 636114M 6661119M 666744M 666512M 1'X2.76'X.376'M BESOT BW115M 6661120M W6245M 666513M •X2.76-X.650"(8) 66608 606118M 6661121M U6246M 668614M 1' X3.126' X.WO"(9) 66637M 660JI16M 6661114M 586242M 666S16M 1.25'X3.IWX.26S (12) mom 6687117M 6661113M 66B241M 66NIOM 1.28"X2.11"X.126"(1B) 6937 WA WA NA GMITM NOTES: 1) HOLES TO BE DRILLED IN THE FIBLO FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2)SEE SHEETS S20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS& ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. LEA OlmanMon Value gn) For Mullion: A 1.825 1' X2' X.125' Aluminum Tube Mullion B 2854 C 0.695 D 1 0.740 A B 1.125 2400 V %2' X.376' Aluminum Tube Mullion C O.B36 D 0.490 A 1.875 1-X2.75-X .376Aluminum Tube Mullion B 3.000 C 0.767 D 1.118 E .4W MN. A 1.312 VX2.76'X .650' Aluminum Tube MOlOon 6 3.000 C 0.476 D 0.838 A 2.000 1' X3.125' X ,600•Alum Tube MWI IS 2.&37 0 0.883 D 1.137 A 7625 116X3.156' X.205' Alum B 3.282 C D 0.362 1.762 Tube Mull A 1.813 1.2T 2.1P .121'AIII Nbe MWI \J�qy 1.1�n� m7C7F'7; A. 1.250' 3.260' .100' LZ L E 100 --L .82W F- 1 I2WXa25'X.100' MULLION 600iT6 ALUM. XSECTION 30•&Al BOBa" XS1 -H .820' F- —1 .820' 1-- tlWX3.25'XE2V 1.2TX3.W'XE2V MULLION MULWN 6OOST6AWM 000545ALUM. %SECTION X-SECTION NOTES 1) HOLES TO BE DRILLED IN THE MELD FOLLOWING DWM S 2)SEE SHEETS S20 FOR SUGGESTED, APPROXIMATE HOLE 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.740- .125' STANDARDCLP 2.OW 0001T.. II 2725' 0L XATECLP UMSECON U. 003TSALUM.SECInON 1b 125' X-SECTION "ALUM .,26•r 1"A9"M1Jra C.tW' TVULLION CUTHERETO ,3TS G08 TBALUM. W6. 3.125' CREATEFCLIRSEE %SECTION MIN.-DETAILRSHEET4 r------- i i i_______ I I I I I 1 T11I I 1 2.0]6'E --- --- I I I 1 1 F I I I 1 i STANDARD CLIP CENTER OF ANCHOR HOLE MUSTLE 00TOPNE UM. wnVPNTH9DASHMl8OUNDNRY.SM OFVIEW .376' MIN. THIS SHEET. 1 .376' I I I I I i OFFSET CLIP awB TBALUM. TOPVIEW 3]6' CENTER OF (-�----- ANCHORHOLE 1 MUST LIE WITHIN THEDASHED BOUNDARY.SEE SHEETS SW FOR .THEANCHORO.C. DISTANCE. MAXIMUM ANCHORHOUE I DIAMETER; ANCHOR L_______ _ tp DMMETERH116'. ULLIP 0080.TSALUM. TOPVIEW Dlmondan Valua n) For Mullion. Dimanaian Vtlue Dn) For Mullion: W .126' Allmlrum oMdElon F G 1.530 O.6W X.6 AluminunlT lu0a MNlbn1'X4'X H 1 1AN 3.260 .3)Y TIAOA'i' F G 2626 1.125 1. X.82AluMnwl muminum TBOnMumoo1.25'X3.26' R I H I 1.SW a2W %.100' AlIm11MnTllm MMbn F 2.613 30'6a F 2.BIn 05'13 2X5ANGLECLP "Mail Dimond.. (Moats POTPOU0 Mullion Sm. Glp OMoICIIP U-0IID AnPI.Cllp 1• X PX.125'(10) Bptd( 05B111M BG81122M I emitm W510M 1'X4'X.370'(11) 6W1U 860112M 68B11NM GB1012M E8851SM i'X4 XX.37r(11) 86863 W112M BW11N24 O(ObUM W510M 1.2G'X3.25•X.100'(13) 2DIW BB01127M M11NM 8602410M 006G116M i.WX3.WX.G2,V(14) 20181 BG81128M 0081126M 8603d11M GMUGM 20to EBB1117M 0581130M 8G8241M GW517M W De2Np(19) 60019 WA WA WA 6MIiCM d3 Dp2nz (?O) 68850 WA WA WA 6E05111M Mull Dimension (eheelii) PGT Pert# Mullion I StcLClip I UCllp Angle Cllp r X4- X.25' (16)1 06603 1 666261M 1 606271M 6665112M Z'XVX.25'(i7)1 U004 1 666282M 1 066272M 6605113M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS &IND FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2.000' .37W MR I TX4•X3 MULLION e0e3�Te ALUM. %SECTION .250' )-2.000'--i Y%e'%1S MULLION e0e3-T6 ALUM %SECTION STANDARDCLIP i SHEEf4 MW. �________ ______ _______T I I I -I— - - — - - —I- 5436' I I I I I I I I I I I I I STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 8WLVTSAWM WITHIN THE DASHED BOUNDARY. SEE TCPVIEW SHEETS 5 20 FOR THEANCHOR O.C. DISTANCE MAXO4UNANCHOR HOLE mAMETEH:ANCH0R DIAMETER• V16'. 6.500' CUTHER'To .375 3'600• —1 CREAMWIP' 375• £ SEEDETARP. MIN. I - I [-MIN. £— I I I I I I I ------------ I I I I I I I I I 4.666' I I I I I 1 I I I I I I I I I I I I I — STANDAROCLP M0 TOALUM. TOP WEW I LLCLP 2X5 MOLE CLIP Z 125• I 6m3.Te ADIM. e00STe ALUM. %SECTION 2000' %SECTION L.125' L .126' J1-1.400'-4 T £ ,375' SHEETS640FORTHEANCHORO.C. DISTANCE. MA%fiAUMANCHOR HOLE �OWAETERANCHOP DIAMETER • 1118'. U CLIP ew6 Te ALUM. USED USED FONT• L EION.S E�(117 TOPWEW 2%SANGLECLP ewa Te ALUM. TOPNEW A. LYHN MILCER. P.E EXAMPLE 1: SINGLE VERTICAL MULLION �IhM`IH WHOM v6Nw6wmm EDIMPLE A MULTPLE MU IRONS THE BUILDING SUBSTRATE 15 KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2.114'. ME OPENING REQUIRES ADESIGN PRESSURE OFa60.01-80.0 PSF. 1)INITIALLYASSUMJNO THAT A WIDE MULLION IS SURABLE,THE UWON LENGTH IS 7Y AND THE OPLTONG WIDTH 153213221'�. REFERENCING SHEET 25,THE COLUMN USING RECTANGULAR LOADING UST BE USED. SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST ME WINDOW FRAME DEPTH OF 2.414-AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF PST. IF THE TABLE DOES NOT SHOW THE EXACT SM, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A. SHEET 7, THE 1' X 2.75 X.376' MULLION (LENGTH= 72', OPENING WIDTH a 7D-) MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS+"8] PEP AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A SHEET B. THE 1-X 2.75- X.850' MULLION (LENGTH =7T, OPENING WIDTH-7T)HAS ADESIGN PRESSURE OF W-72.7 PSF YMICH EXCEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REOUIRED OF SM I.M. 2) USE TABLE 40 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CUP WITH (4)0/2ANCHORSANOTHE 2X5 ANGLE CLIPS WITH (4) 012 ANCHORS HAVE A CAPACITY OF BOB US. THOUGH EITHER ONE COULD BE USED, THE STANDARD CUP IS EASIER TO WSTAa. 3) VERIFY ME DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS ULLION SYSTEM THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MILLION AND THE FENESTRATION PRODUCT BE NSTALIED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS ♦1.610 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 06 LBS, ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA GOULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FORME EXALT DESIGN PRESSURE OF W PSF: (60 PSF)X(83US )e WCOLBS (MAYBE WED TO QUALIFY 010 STEEL SCREW$FROM TABLE 40) 72.7 PSF THE BUILDING SUBSTRATE IS KNOWN TO BE CIVIL ON THE JAMBS AND UBEB A CONCRETE HEADERAND SILL. THE WINDOW FRAME DEPTH 11323 .TIRE OPENINOREQUIRESA DESIGN PRESSURE OF-50.N-660 PSF. OR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A 1' WDE MULLION W SUITABLE, THE MULLION LENGTH IS 3nT2'-1'-105-AND THE OPENING WIDTH IS 3&' V.1-=7T. REFERENCING SHEET 0, ME COLUMN USING RECTANGULAR LOADING SHALL SE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST TILE WINDOW FRAME DEPTH OF 2d AND WILL MEET OR MUD REQUIRED DESIGN PRESSURE OF 160.01-55.0 PSF. IF ME TABLE DOES NOTSHOW THE EXACT SM. USE THE NEXT LARGER SM AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1'X 2.75-X AW ULLION (LENGTH a IDB', OPENING WIDTH. M-)MUTE ME DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS -h%l PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A, SHEET 16, THE 2-X 4' X.2W MULLION (LENGTH -108%OPENING WIDTH =80') HAS A DESIGN PRESSURE OF H144.1 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 871 LBS. BECAUSE IT IS NOW MOM THAT TIE MULLION WILL ADD TTO THE WIDTH OF THE MILLED UW.THE ADJUSTED OPENING WIDTH IS 36v36Y W4'. NOT 73'AS PREVIOUSLY ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE AO LISTED OPENING. ALTERNATVELY, ME WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 73' DIMENSION(35-`[W+ 5-IW-7-73� 21 USE TABLE 120 TO FIND THE ANCHOR TYPE -ANCHOR QUANTITY AND CLIP TYPE REQUIRED FORME CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED ANCHOR CAPACITY OF 1050 US WHICH ANCHOR CAPACITY OF B71 US. BECAUSE ME VERTICAL MULL WILL BE A 2' X 4' X JST MULLION. IN THIS EXAMPLE WE WILL MATCH THE HORZONTALAND VERTICAL MULLIONS. ALTERNATVELY. MOTHER _ MULUONTYPECOUIDBECHOSEN. PRODUCT REVISED ' 1) THE MULLION LENGTH IS 38' AND THE OPENING HEIGHT IS 32'1qT42'-100'. REFERENCING SHEET 25. THE COLUMN USING TRAPEZOIDALTRIANGULAR LOADING MAY BE °" VIy'WT O,9. °ui1=,U USED. FROM TABLE I2A, SHEET IS, THE 2-X4-X 2W MULLION (® LENGTH -4Y, OPENING HEIGHT -120') HAS A DESIGN PRESSURE OFy-170.0 PSF WHICH EXCEEDS THE Attep.M 16.0218.0j REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 91LBS. IIpinlimD 4021 2) USE TABLE I2B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE INTHISEXAMPLE,ASSUMETHECMUJAMESAREB' By WIDE. W THE MULLION CLIP WERETO BE CENTERED WITHIN THE 8'. CARE MUST BE TAKEN TO MAINTAN THE FASTENER'S EDGE DISTANCE. USINGTHE MANGLECUPS WITH Miem Do841ndW (4)311W ULTRACONANCHORSATAN EDGE DISTANCEOF TONES ANANCHORCAPACRYOF64OWSWHICHIS GREATER,ANDTHEPEFORESURABIE, FORTHEREQUIRED III II III x0 ON-(I.YNA14" ' ANCHOR CAPACITYOFW1 LBS. 4)FOR THE U-CUP IN THE HORIZONTAL MULLION TOVERTICAL MULLION, USE THE GAME ANCHOR CA➢ACRYOF 01 LBS.TABLE I2B FORTHE UCUP SHOWS THEANCHOR ` a.'.VGENSF"'eF'p ' CAPACITY IS 1074 US WHEN USING 3 ANCHORS,WHICH IS GREATER, AND THEREFORE SUITABLE, FORTHE REQUIRED ANCHOR CAPACITYREQUIREMENTOF 621 LBS.THE ANCHOR TYPE IS AP12 STEEL SCREW. � IT' N0.33705 FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS H-84A VE PSF FROM THE RTICAL MULLION{ _ -/lg h:J Tc N-1704 PSF FROM THE 36' HORIZONTAL MULLION ATTACHNG TO CMU; VERTICAL MUWON(INTERSECTIONL 'O'. S7ATE0 j1 H-170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHINGTO ME THE LOEST DESIGN PRESSURE IS t. ��FSSrOOf11L VERIFY THE ESIO PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. ME LOWER DESIGN PRESSURE OF MILLIONS OR FENESTRATION 7j Nn 1 PRODUCTS,WU"PLY TO THE OVERALL/SSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH ME MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN LY�1 EE10, P.E.P. A MN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTORESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTSTO MUWOhL FL P . .E.O 68705 PENNI t % 11II'i t II A iIR k �IIME/ / hj LOADING OF VELTICALMULLION LOADINGOFVERTIDALMULLION SILOFWINDOWSNOTANCHOREO WITH INTERSECTING HORIZONTAL MULLIONS LOADINGOFVERTICALMULLION WADING OF HORMONTALMULLION SILL OF WINDOWS NOTANCHORED WITH INTERSECTINOVERTICALMUWON i I 'ASol Poo,vall I II LOADING OF VERTICAL MU W ON PANEL OF HINGED DOOR IS NOT CAPTURED ORANC-IOREO IPW PW ADING OF HORIZONTAL MU I ---1 /PW LOADINGOFVERTICAL MULLION i �I 04� 40 r, i LOADING OF VERTICAL MULLION z UI I fwZ LOADING OF HORIZONTALMULLION '� d ¢o � Z o � o� Q Oy O � SHDH p � Eon $K LOADING OF HORIZONTAL MULLION WADINGOFHORIZONTAL MUWON -mmucTR6VLTw NOTES: u wmdri�LxiN Yn Plwida / INATION OWIdM9Code RERESENTATIONS OF TYPICAL RERES Acvg No p PW CONFIGURATIONS. a Im11 Dme Q0 CONFIGURATIONS NOT 9HOWN MAY BE EXTRAPOLATED FROM M(un Fmdu� THOSE SHOWN. F THE LOADING TYP E CANNOT M/(epp''didi BE DETERMINED, DETERMINEDUSE `\�1,00..... '•.,y RECTANGULAR LOADING. LIGENsp SEE TOVAI FOR R ;Y NO. 60706 ACTUAL ANCHOR LOCATIONS. - - =rU' 'T IL OF \� LOAMNGOFHORIZONTAL mwoll A `S h E. LYNry �Iµ, FL P,E. 6W068705