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HomeMy WebLinkAboutProduct Approval PRODUCT APPROVAL NUMBER : N OA #16-0629.14 OPENING IDENTIFICATIONS: 1 . PW 2. PW 3. PW � i Y� MIAMI MI-DADE COUNTY PRODUCTNONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION � \,, '4T P86)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) hail « EE�j 4 l U) awiy.miamidade.Eov/economy PGT Industries,Inc. - 1070 Technology Drive JUN i 2 241E North Venice,FL 34275 PER�,A11 I'-\! SCOPE: St. Lucie County, FL 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"PW-701./720/820"Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-720-820.1,titled"Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision B dated 05/05/16,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and. expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 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 NOA#15-0528.26 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 16-0629.14 MIAMI•DADE COUNTY Expiration Date: February 19,2019 7 j2� j�p Approval Date: August 04,2016 ( Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-1105.01) 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Durasealo spacer system, Super Spacer®NXTm spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. 2. 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 an aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 13-0502.03) 3. 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 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-1105.01) Man el Pe ez,P.E. Product Co trol aminer NOA . 6-0629.14 Expiration Date: February 19,2019 Approval Date: August 04,2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51' Edition (2014), dated 05/20/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0528.26) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butaciteg PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property—Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. Manuel Per z, .E. Product Controlam' er NOA No. 1 9.14 Expiration Date: February 19,2019 Approval Date: August 04,2016 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51" Edition (2014), dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0528.26) 2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NDA No. 15-0528.26) 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NDA No. 13-0502.03) 4. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0528.26, issued to PGT Industries for their Series"PW- 701/720/820"Aluminum Fixed Window—L.M.I." approved on 07/09/15 and expiring on 02/19/19. Manuel a .E. Product Contr1 Eta finer NOA No. 629.14 Expiration Date: February 19,2019 Approval Date: August 04,2016 E-3 STANDARDS USED: GENERAL NOTES:SERIES 720/820 X2014 FLORIDA BUILDING CODE(FBC),STH EDITION DESIGN PRESSURE RATING IMPACT RATING IMPAC - ED WINDOW ASTM E1300-09 •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION VARIES, RATED FOR LARGE&SMALL 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED _ *ALUMINUM DESIGN MANUAL,ADM-2010 SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE COMPLY WITH THE REQUIREMENTS OF THE FLORIDA 48"TIP-TO-TIP WIDTH �AISISIOD-07152-2010 BUILDING CODE,INCLUDING THE HIGH VELOCITY IV-- 48"BUOK WIDTH HURRICANE ZONE(HVHZ). 47"BUCK WIDTH 48"BUCK WIDTH 2 SHUTTERS ARE EN USED IN 44-1/4"VISIBLE d5-114"VISIBLE 45.1/4'VISIBLE LIGHT WIDTH PRODUCT RL-VIS® WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS LIGHT WIDTH LIGHT WIDTH ac complying Wiffi Sia Flmi� INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD ,1 6•MAIC 6"MAX. yF,SHEET B 2'MAX. Bwldmg4ade _ O LITE(CAP)MUST TEMPERED. B,SHEET -I D.SHEET 7 H�SHEET 9 �° X16 2 J � 3)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY, USE ONLYMIAMI-DARE COUNTY APPROVED MASONRY I 'Miami enchxr ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY A I SHEET6 , 85° SHEET 7 I C E,SHEET 8 E.SHEET 8 UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. SHEET 5 BUCK SHEET T G,SHEETS G, HEFT 9 HEIGHT I 96" 4)ALL WOOD BUCKS LESS THAN I-1& ARE TO BE _ BUS _ ___ ___ ___ mJR-05105/16-ADDED SHEET II CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE r HEIGHT > OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. I 92-1/4" / 93.1/4° WITH SPACERSB MOVED PARTS. WOOD BUCKS DEPICTED AS 2X ARE 1-10THICK OR 12"MAX. / VISIBLE 12'MAX. / 93.1/4" VISIBLE ; GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE O.C. LIGHT O.C. VISIBLE 5"MAX HEIGHT DESIGNED TO PROPERLY TRANSFER LOADS-TO THE I / HEIGHT -7}— I / LIGHT O.C. / STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS I / 96• I I / HEIGHT / 96° M 4 0] THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR TIP TO BUCK W a � ,as ARCHITECT OF RECORD,(AOR). I TIP I I HEIGHT > of 0 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE I HEIGHT i I } ^S a op 00 N BEYOND WALL DRESSING OR STUCCO-USE ANCHORS OF1 1 C7 r- N U) o SUFFICIENT EMBEDMENT.NARROW JOINT SEALANT IS USED 1 1 ON ALL FOUR CORNERS OF THE FRAME INSTALLATION I I _1 I ODIE 19 J_jrn o Z ,,a r• ANCHORS SHOULD BE SEALED,OVERALL Z LL Clj CD =.1 uwmp p SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF 6• �B 12"MAK.O C 6" I .•.p�{ �- 12•MAX.O,C, F,SHEET 8 =W �. W INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND —� �- MAX. 2°MAX J H.SHEET 9 U U X N �o O MAX. SHEET6 SHEET THE SCOPE OF THESE INSTRUCTIONS. 5"MAX O.C. W Z O 2 a j 'oN a)MAX.v4°SHIMS ARE REQUIRED AT EACH ANCHOR TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION o z a Z O zo rp LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE ELEVATION(TESTED UNIT) ELEVATION(TESTED UNIT) (TESTED UNIT) r SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING ... F~ j LL APPLIED LOADS.WOOD BUCKS,BY OTHERS.MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON FIGURE 1: W THEM BY THE WINDOW. 12"O.C. SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK GUIDE TO SHEETS: MAX, AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. m y- !.5 IaayE 7)DESIGN PRESSURES: GENERALNOTES........................t r f ANCHOR SPACING TO BE 6"MAX.FROM CORNERS AND 12'O.C.MAX.FOR ALL,CURVED FRAME ® ? �. A.NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE ELEVATIONS...._..........................1 /T `( 1 MEMBERS,SEE FIGURE 1,THIS'SHEET. 10-. TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS.....................2-5 - O' O Z E1300. DESIGN PRESSURES.................2.5 12"O.C. / -c Z J eln�5 WIDTH Imo-WIDTH WIDTH +{ ¢ B.POSITIVE DESIGN LOADS BASED ON WATER TEST INSTALLATION,FLANGE.............6 MAX. — — p Q o c PRESSURE,STRUCTURAL/CYCLE TEST PRESSURE,FRAME INSTALLATION,EQUAL-LEG.......7 T r T �' T r �' T r N ANALYSIS AND GLASS PER ASTM E1300. INSTALLATION,INT.FIN A.........:8 I I / ,f/ Fx - �. _ p p W n x INSTALLATION,INT.FIN B..........9 'I`Li / w �. I w 7� I w w fol O X w '8)THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNER ASSEMBLY._ I x DESIGNED TO RESIST THE:WINDLOADS CORRESPONDING EXTRUSION PROFILES..:.............11 MAX I L L_ - J L — apt asa TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS PARTS LIST...................................11 L Jr — p Fal`a1 INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 1 c — PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR WIDTH �-WIDTH_-�•{ �-WIDTH-�{ �-WIDTH �;�,r,I•;Y L}".J '�,��i THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT TABLE 1: COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS TY Pe us/ 1Sheet --SHALL MEET THE REQUIREMENTS OF THE FLORIDADescnPtan BUILDING CODE FOR CORROSION RESISTANCE. 1 7/18'Laml 18"An-,090"PVB-3H6"FHS) 2 w w '``Io.$3%0 9)REFERENCES:TEST REPORTS FTL-3835,3850&7212;, 3 1-1118"Laml.IG(3116'TB 7(16'Alr-3116"An-.090°PVB-3116'HS 3, J_ 1 L J `'J ;. _ •�" S _ .ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;.ANSI/AF&PA 4 1-1/16•Lami:IG 3H6'T-7/16"Air-3116'HS-.090"PVB-..3/16"HB 3. •• $16 , NDSTOR WOOD CONSTRUCTION AND ALUMINUM DESIGN 5 7116'Lami 1IVAn-.09D"SG-3/16°An - 4, WIDTH WIDTH �{ I WIDTH �-{ f•.-WIDTH —{ = ••, ST,irE.OF '. MANUAL. 8 7/18'Lama(3116'HS-.090'SG-3116•HS .4 ——— ——— T — T r— — -;i�^ 'r`'-%IDA,••'.moi'' 10)THE 720 SERIES USES A PVB INTERLAYER,THE 820 •B 1-1/16'LamL IG 3176'T•7/16•A x3/16'HS-.090'SG-3H6•HS 5 = jr- I I ''��Cf�i'I •�p�°\�\ SERIES USES AN SG INTERLAYER.THE 720AND 820 SERIES u `? Eu w w w .IIIIII;� MAY ALSO BE REFERRED AS THE 701 SERIES. 'SG'-'KURAkAY SENTRYG s S INTERLAYER'BY KURARAY AMERICA,INC. = x I x I I x 'PVB°="KURARAY BUTACITO PVB INTERLAYER"BY KURARAY AMERICA,INC. 1 1 A.LYNN MILLER,P.E. P.E_#58705 TABLE 2: Window Design Pressure(+R,psf)forGlass Type 1 Long Side(in) 7/16'LAMINATED L� 67-718 72 76 80 84 88 92 96 100 104 1 109.112 GLASS STACK 1 30 +180 +1.80 +1-80 +1.80 +/50 +1.80 +!-80 +1b0 +/-W +1.80 +/•80 32 +1-6 _0' +1-80 +1-80 +1.80 +140 +180 +!.80 +1.60 +1-80 +/-80 +1.80 .090'PVB INTERLAYER 34 +/-60 +1.80 0-00 +1.80 +/40 +1-60 +Q0 +140 +180" +/.79.8 +/-79:4 38 +1.80 +1•80 +1-80 +/-80 +140 +1.80 +1.79.7 ./-77.2 +175.1 +/-73.4 +1-72.2 3/16"HEAT STRENGTHENED GLASS 3/16"ANNEALED GLASS PRODUCT REVISED - +/-80 +/.80 +l-60 040 +/.78.1 +I-752 0-725 -+f-70.3 +188.5 +/-66.3 rccem7lY+sg with tln rlaedn 40 .1-80 +/-60 +140 +679.8 +1-77.2 +(-74.3 +1-71.3 0.67.9. +185.1 +1-63.4 +181.6 4 11 - f3isBdia6Code F 42 +180 +1.80 +140 +1.77.4 +1.74.3 '+1-71.3 +188:2 +1.64.7 +181.6 +159.8 +/58.2 Aaeplmca No Q + +/80 +1-78.9 +1-75.4 +!-T2.1 +1.68.9 +1.85.8 +1822 +159.7 +157.5 USED AT CURVEDlat"p' O I 46 +1.80 +1.80 +1-77.2 +/.73.6 +1.70.1 +1-6&8 +183.5 +1-00.9 +157.7 FRAME MEMBERS ONLY 2S 5/8" LONG SIDE m 48 +/-60 +/-79.3 +1-75.6 +1-71.9 +/-68.3 +1.64.9 +1-61.5 +/-%2 Q 11-7/8'O.Q.MAX. GLASS SITE ,DY ti 50 +1.80 +1-77.5 +1.74.1 +1-703 +1.66,7 +/-631 +1.59.7 1 T hTiorti a Product Cun E 52 +f-791 +1-75.6 +1-724 +188.8 +1.65.1 +1-61.5 } !n 54 +I-7Z4. +/-73.8 +/-70.5 +1.6/.3 +1.63.5 SHORT 56 +!-758' +1.72 +148.6 +1-653 R 20 13 Sli 58 +!-742 +1-70.3 +/-86.8 J� m 60 '+1-727 +/-68.7 +1-65- 62 +1-71.2 +1.87.1 GLASS TYPE 1 64 +!-697 1-65.5 �- LONG SIDE fib +-6113 > -� 67-718 +187 NOTES: co Y m 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SHORT ,6/ ; � ,�aa SIDE 2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE-SHORT OR LONG DIMENSION. f9 ly 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. [] a � o n alas Q CDcqN TABLE DIMENSIONS MAYBE OJ M v LU N ORIENTED VERTICALLY OR O_ N_j Z 7a rt HORIZONTALLY AS SHOWN. Z LL C4 LL 0 W -w0 0 UU XSR c 0 W.Z- Q.`G m j my TABLE3: F-W M O (9 emo Window Design Pressure(+/-,psf)for-Glass Type 3 o> Q Q O �z az S F. LL Long Side(b) 67-718 72 76 80 84 88 92 96 100 104 109-V2 1-7/16'NOM. ��� _j O 30 +1-80 +1.80 +1-80 +/-80 +180 +l-60 +1.80 +/-80 +1.80 *1.60 +1-80 GLASS STACK. I .-�J L� GLA LAMINATED � m N GLASS STACK Q 32 +1.80 0-60 +1.80 +IAO +140 +1-80 +/-80 +140 +/.8p +1-80 +1.80 3/76'HEAT - I SHORT `8 y W To--- 34 +1.80 0b0 +140 +1-80 +/40 +1-80 +1-80' +140 '+1-80 +1.80 +1.80 STRENGTHENED GLASS �'1 SIDE ® a z � 36 +1-80 +1.80 +180 +1-80 +/40 +1.80 +1-80 +180 +1.80 +1A0. +l$0 ul6'TEMPERED GLASS 38. +1-80 +1.80 +1-80 +1.80 +140 +1.80 +1.80 +(40 +1.79.4 +/-76.4 +1-74.3 3116'ANNEALED GLASS 3: co Z 40 +/-60 +180• +f40' +180 +180' +1-80 +1.80 +1-76.7 +/-73.5 _+1.70.9 +189 7/76"AIR SPACE .090,PVB 0 42 +1-60 +l-60 +/-60 +/-80 +l-60 +1-60 +1-77 +1-731 +/89.6 '+/.6B.9. +1£51.2 11 INTERLAYER < Z a aloag 44 0-80 +1.80 +140 +/-80 +180 +1-77.8 +1-74.1 +/-70.3 +187.5 +1-63.9 p. o c 46. 0-80 +1.80 +1.80 +/-60 +/-79.2 +1.75.4 +1-71.7 +1-68.1 +/85.1 5 LONG ti: Z N cc a 48 +1.80 +1-60 +1.80 +1-80 +1. f] (� n¢ 77,2 +/.733' +/69.5 +/.65.8 USEDATCURVED . SIDE' �i. Ltl 50. +180 +1.80 +1-80 +!-79.4 +1.75.3 +1-71.3 +187.5 FRAME MEMBERS ONLY 29 518... 'L) X W 3 3 P - GLASS SITE O O 52 +1-80. +1.80 *18(1 +!-77.7. +1-73.5 +1.695 c�011-7/8'O.C.MAX. lL O 54' ./-60 +1-60 +/-79.6 +/-76 +1-71.9 jg alli, •osap sena; 56 H-80 +1.80 +1-77.5 +1-738, - 58 0-80 +1.79.4 H-75.4 EXTERIOR 60 +1-80 +677.6 +/-73.5 a 75-7 21 (13 SHORT I' 62 +180 +1.75.8 I-- 64 +1-7a8 +1-74 SIDE - - ss +I-77.2 GLASS TYPE 3 67-718 1 +1.74.9 - NOTES: 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT I-FROM.THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT.AVAILABLE SHORT OR LONG DIMENSION. • . . 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE W THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. A.LYNN MILLER,P.E. P.E.#58705 TABLE 4: Window Design.Pressute(+/-,psQ for Glass Types 2&4 Lang Side(in) 67-TB 72 76 80 84 88 92 96 100 104 109.112. 112 116 120 124 128 132 136 140 144 30 +1-80 +1.80 +/-80 +/-8D' +!-80. +1-80 +1-80 +m +1.80.. +1-80 +1-80 +/-80 +/-80 +1.80 +/-80 H-80 +/-80 +/-80 +1-80. +1.80 32 +/A0 +1.80 - +/-80 +/-BD +l-80 +/-80 +/.80 +/-80 +1-80 +1-80 +1-80 .+1-80 +I-80 +1480 +1.80 +/-80" +1-80 +1-80 +1-80 34 +1-80 +1-80 +140 +l-8D +1-80 +1-80 +1-80 +/-80 -.1-80 +1-80 *1-60 +l-80 +/-80 •1.80 +/-80 +/-80 +1-80 PRODUCT RE, -140 36 +1$0 +1-80 +1-80 H-8D I-80 +/-80 +/-80 +1.80 +/AO ./AO- .+lAO +lAO +J-80 +IAO +lAO NAO as comptymg ihlh dm FIni48 38 +1-80 +IAO +/-80 HAD +IAO +IAO +1-80 +I-80 +IAO +1.80 +1-80 +IAO +1-80' +/-80 BuOding Code 40 +1-80 +I-80 +IAO +!-80 +1-80 +IAO 41-80 +1.80 +1-80 +/-80 +/-80 +I-80 Muw Seo�Cf' (R 42 +1-80 +t-80 +1-80 +IAD +i-80 +I-80 +1.80 +/-80 +1-80 +1-80 +1-80 ratiun,G,ytyn. !.. 44 +/_80 +1-80 +/-80 +1.80 +!-80 +1-80 +IAO +IAO +1.80 41-80 - By 46 .+1-80 H-80 +1.80 +/-80 +,80 +l-80 +/-80. +1-80 +1-80 46 +1-80 •1-80 +IAO +/-80 +IAO +1.80 +l-80 +1-80 rnF58 +1-80 +;-80 +!-80 +1-80 +1-80 +1-80 +1-8D F +IAO +IAO +1-8p' +!-8D +!-80 +/-79.1 - > 03 +/.80 +1A0 +1-80 - +/-80 +1-78.6 +1-80 +!-80 +/-80 +/-79.1 +1.80 +1-80 +1-80+/-80 +1-80 +/-79.3 +IAO H-80 +/-80 +1.80 +/80M Y R1 1 +IAO _ ; fn 7.8 NOTES: 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS.SUBTRACT_1'FROM THETIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. "- 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. In cm 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. N ti alo0 w00 �7 rN} w O z Ir Z L- c1J C3 1f1•LL. CD zi uaoi0 0 W U V X IO o 0 W Z 02 cO 7 aN 1-1116'NOM. TABLE DIMENSIONS MAYBE n O O Z N �n0 GLASS STACK ORIENTED VERTICALLY OR O 7/16•LAMINATED -JI- GLASS STALAMINCKED HORIZONTALLY AS SHOWN. / Z a Z W LL GLASS STACK `I -1 O 3/16"HEAT STRENGTHENED GLASS LONG Q CO .090'PVB INTERLAYER 3116'TEMPERED GLASS 3/16'HEAT STRENGTHENED GLASS SIDE J 3116"HEAT �- LONG SIDE Q 3116"HEAT STRENGTHENED GLASS STRENGTHENED GLASS' 7116"AIR SPACE -,090"PVB INTERLAYER A mz Of W Iaa45 4 11 11 , SHORT . Q' Z + 6 ' SIDE > W USED AT CURVED L SHORT ¢ � aII's USED AT CURVED' , SIDE O Z D• 0 0 FRAME MEMBERS ONLY 29 6/8" FRAME MEMBERS ONLY 29 ,� Z. b cD ®11.7/8'O.C.MAX. GLASS BITE @ 11.7/8"O.C;MAX. GLASS BRE 1-3 1-3 l v W EXTERIOR EXTERIOR �- LONG SIDE -� LL 0 0.a 20. 13 a >s�e 21 13 =1>p •osoO s:Pe GLASS TYPE 2. GLASS TYPE 4 SHORT fi LONG SIDE SIDE SHORT SIDE A.LYNN MILLER,P.E. P.E.#.58705 TABLE 5: Window Design Pressure(+h,psf)for Glass Type 5 Long Side in) 7118D. "LAMINATE 67-718 72 76 - 80 84 88 92 96 100 104 109.1/2 GLASS STACK ` 30 +901.125.4 +901-120 +901-115.5 +90'-111.5 +901.108.5 +901-106 +901-1045 +901.103.5 +90'-1025 +901-100.7 -+901.97:9 •090'SG INTERLAYER 32 +901.116.9 +99-1108 +901-105.3 +99.101.6 +901-98.7 +901.95.7 +901-923 -+901-90.6 +90/-90.3 +/-89.9 +189 34 +901.108.9 *901.103 +90/-98.8 +90'95.1 +90/-91.8 +/-88.2 +184.4" ./-81.5 -/80.1. -1•79.8 N-79.4 3/16'ANNEALED GLASS 36 +901-1026 +901/-97.1 +901-928 +/.88.9 +1-85.5 +1$26 +1-79.7 +/-77.2 +1.75.1 +1-73.4 +1-722 3/167 ANNEALED GLASS PRODUCT,REVISED 38 +99-98.4 +90'-92.2 +f86.7 +1$3.2 +1$0.7 +1-7&1 +/-75.2 +/-725 +1-70.3 +1-88.5 +1-66.3 - as complying with tic Florida 40 +90'-94.6 +198.2 +1.826 +/-79.8 +1-77.2 +1-74.3 +1.71.3 +1-67.9 +1-65.1 +/•83.4 +1-61.6 4 11 Buildiascode 42 +90491.3 +/-84.7 +,'•80.7 +1-77.4 +/-74.3 +/-71.3 +1-68.2 +1.84.7 +181.6 +159.8 +1-98.2 - Aabpmacc No 44 +!-0$3 +1.82.4 +1-7&9 +1.75.4 +I-72.1 +15&9 +185.8 +1522 +159.7 +/57.5 USED AT CURVED lmcioo Date FRAME MEMBERS ONLY 2g rig• 46 +1-05.4 +/•80.8 +I-77.2 +/-73.6 •/.70.1 +1.66.8 +1.63.5" +l-60.3. +/57.7 ®11-7/B"O.C.MAX. GLASS BITE �- LONG SIDE By 48 +1-827 +/-79.3 +1.75.6 +1.71.9 +1.68.3 +1-649 +1-61.5 .+1-5&2 N,iami auto Nodi,ci' U) 50 +1-80.9 +/-77.5 +1-74.1 +1-70.3 +1.66.7 +1.831 +1-59.7 -1-3 2 52 - +/•791 +/-75.8 +1-724 +f-68.8 +/a5.1 +1-61.5 m 54 +1.77.4 +1-73.8 +1-705 +1-67.3 +/-83.5. EXTERIOR \ SHORT - 56 +/-75.8 +1-72 +1-68.6 +1.65.3 (� 20. 13 SIDE ' Y'• s` 58 +1.74.2 +/-70.3 +1.66.8 � � m 60 +1.727 +1-88,7 +las GLASS TYPE 5 62 +1.71.2 +/17.1 U 64 +1.69.7 +/55.5 ' 66 +1.683 �-- LONG SIDE. -� 87-718 +1-67 _ NOTES: SHORT �/ W a1 U) m 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS.SUBTRACT 1•FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK'DIMENSION. SIDE Y a 7� �aH 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. O 4)THIS SHEET.APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. y n v slop N N TABLE DIMENSIONS MAY BE JO cl)i m W N ORIENTED VERTICALLY OR O-j cO1y J Co Z �e n HORIZONTALLY AS SHOWN. Z LL In LL co W 00' =W" UO X� o ❑ TABLE 6: F Z m p 0 �o w Window Design Pressure(+1--,psf)forGlass Type-7 > Op w Z m Long Side(in) P 0:' 67-718 72 76 80 84 88 92 96 100 104 109.112 1-1/16"NOM. g -4 O 30 +901-130 +901-130 +909-130 +901-126 +g9-1726 +901-119.8 +901-11&1 +901-117 +99.115.8 +9014127 +99-109.9 GLASS STACK 7/16"LAMINATED J 32 +901.130 +99.1251 +901-118.9 +99•114.8 +901-111.5. +901-108.1 +901.104.3 +901-102.4 +99-102 +901.101.4 +99.99.7 GLASS STACK H F 34 +90'-123.1 +99.1164 +901.111.7 +99-107.5 +901-103.8 +901-99.7 +99-95.3 +90/-92.1 x901-90.5 +1•90 +1.89.8 SHORT � W i�aYS 36 +901-116 +99.1098 +901.104.8 +90'-100.5 +90/•98.6 +90/:B.3 +/-90'. +1-87.3 +184.9 +1-82.3 +1$1'.2. 3116"TEMPERED GLASS- 3116"ANNEALED.GLASS SIDE ® �' Z 38 +94'-1112 +99-1042. +901-97.9 +901-94 +99-91:1 +1-8112 +1.84:9 +/-81.9 +1.79.4 +/-76.4 N-74:3 -3116'ANNEALED GLASS x F 40 +90'-106.9 +99.99.6 +901.93.4 +99-90.1 +I-87.2 +/-84 +1,80.5 +1-7&7 +1.73.5 +/-70.9 Q-69 3. 7l10'AIRSPACE r- O Z .090"SG INTERLAYER 42 +90.'-103.2 +99.95.7 +99.91.2 +1-87.4 +184- +I-K6 +1.77 +1-731 +189.6 +1-88.9 +/.66.2 < ❑ LU alaeg 44 +901-99.7 +99.93.1 +1-89.1 +/85.2 +/-81.4 +1-77.8 +/-74.1" +1.70.3 +IZ7.5 +1.83.9 11 I ZEL 46 +901.96.5 +90'-91.3 +1.872 +1.83.2 +1.79.2 +1-754 +1-71.7 +/-6&1 +1.65.1 5 y O Z N04 _a 48 +901.93.5 +189.6 +/-85.4 +/81.2 +1.77.2 +1-733 +1.89.5 +1-65.8 �" L. LONG �, ❑ t�co In 50 *90/•91.4• +/•87:6 +/83.7 +1.79.4 -1•75.3 +/•71.3 +/-87.5 USED AT CURVED X W 3'�' r FRAME MEMBERS ONLY 29 518" SIDE U 2 -52 +/-69.4 +/-85.5 +1$1.8 *1.771 */-73.5 +!89.5 -i GLASS BITE D.0_ cn 54 +/-87.5 +1.63.4 +1-79.6 +:-76- 0-71.8 @ t i-7/8"O.C.MAX. i ll. ❑ 56 +1-85.6 +1.81.4 +1-77.5 +1-73.8 13 q4 •�sn�r-un< 58 +1838 +1-79.4 +1-75 4 EXTERIOR 60 +/-821 +1-77.8 +/-73.5 62 +1804 +1-75.8 a 75-78` 41 SHORT 84 +1-7fl8 +1-74 --1 SIDE 66 +/.77.2 GLASS TYPE 7 67.7/8 1 +1-74.9 NOTES: 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. Q 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. A.LYNN MILLER,P.E. P.E.#58705 TABLE 7: Window.Design Pressure(+/-,psQ for Glass Types 8&8 Long SOe.(n) 67-718 1 72 76 80 8488 92 96 100' 104 109-1/2 112 1 116 120 124 128 132 -138 140 144 30 +90/.130 +901-130 +9W-130 +901.13D +901-130 +901-130 +9&-130 +901-130 +901.130 +901-130 +901-130 +901-130 +90/-130 +901.130 +901-130 +901-130 +901.130 +-90-130 +901.130 +901-130 32 +901-13D +901-130 +901-130 +90i-13D +901-130 +901-130 +901-13D +901-130. +901-130 +90l-130 +90/-130 +90/-130 +901-130 +901.130 +901-130 +901.130 +901-130 +90-130' +901-130 34 +901-130 .+901-130 +901-130 +901-133 +901-130 +901-130 +901-130 +901.130 +901-130 +901-130 -+90/-130 +90030 +901.130 +901-190 +901-130 +901-130 +901-130 PKODUCT REVISED"- 36 +901-13D +9W-130 +901-130 +90'-13D +9W-130 +901-130 +9D-130 +901-130 +901-130" +9W-130 +901-130 +901.130 +901-130 +901-130 +901-130 +901-130 .complyi.8 wide rha Florida 38 +90/-13D +DW-130 +90/-130 +901-13D +9&.130 +9W-130 +901.13D +90/.130 +90/.130 +901430 +901430 +901-130 +901-129.2 +90/-127.3 Building Code 40 +90/•130 +90/.130 +0-M +901-130 +901.130 +9&-130 +901-13D +90/-130 +901-130 +90'•126.8 +901-123.2 +90/•122. Aow-PIanM No��P'U'IP�q•I q 42 +90/-130 +90/430 +901-130 +906130 +90/.130 +901-130 +9W-13D +901-129.3 +90'•123.2 +9&•119.7 +991-116.4 ixp.rotim Dm° "_l 44 +9&-130 +901.130 +901-130 +90!-130 +901-130 +901.130 +9W-130 +90-124.5 +90.119.4 +901-115 'Dy, 46 +9&430 +901.130 +9&-130 +90.13D +901-130 -+90/-130 +90'-126.9 +90'•120.5 1+90.115.3 ;Miami Dwlc ProducC -6 48 +90(-130 +90/-130 +901-130 +90'-13D +901-130 +90-129.7 +901-123 +90.116.5 & 50 +M-130 +90/.130 +901-130 +SQ'-1311 +901.130 +90.126.2+89-41-119. g 52 +90/-130 +90/-130 +9W-130 +90'-13D +9W-130 +88.81-123 m 54 +9W.130 +90/-130 +901-130 +90/-130 +88.81-127.1 66 +90/.130 +901.130 +90/.130, +89.4/-129 m 58 +90/-130 +90/.130. +9DI-130 60 +9W-130 +901.130 +89.81-129. u 62 +90/-130 +901.130 ' z " 64 +90f.130 +90/.130 66 +90/-130 67-7/8 +9&•130 - WP ]C m NOTES: 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 0_' �. O 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. ❑rt) U) O 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 0 r, n a1°0 O co 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. t W a N O� rn o Z 8 Z It. Lo LL co J -a ❑ W UU Xo ❑ W Z' O 2 `O 5 -°N TABLE DIMENSIONS MAYBE o> -Y Z ✓aa ORIENTED VERTICALLY OR p. 00 O -T `- 1-1/16•NOM. HORIZONTALLYAS, HOWIN z D_Z F W LL 7/16'LAMINATED GLASS.STACK - O L� .�J 7/18"LAMINATED LONG GLASS STACK �" I' I GLASS STACK L / SIDE ¢ � 10 3/16"HEAT STRENGTHENED GLASS I~ LONG SIDE 4GLASS 090"SG INTERLAYER 3/16"TEMPERED GLASS ® mm N LU laayc 3116'HEAT 3116"HEAT STRENGTHENED GLASS �. Z W 3116"HEAT STRSTRENGTHENED GLASS 7/16"AIR SPACE I�- .09D';SG INTERLAYER SHORT _ �i I 5 11 SIDE SHORT < Z D' a? 1y �_ 1 as USEDATCURV -L - - f. SIDE OZ N� USEDATCURVED F: na FRAME MEMBERS ON5!8" 5/8' C O C� FRAME MEMBERS ONLY 29 I0 @ 11-718"O.C.MGLASS SITELASS BITE O' LU a d @ 11.7/8"D.C.OCMAX. X W - 1-3 �- LONG SIDE -� t1/ ❑x 'asap EXT EXTERI3 vs� 21 13 SHORT .G/ LONG SIDE N ,SIDE GLASS TYPE 6 GLASS TYPE 8 l SHORT A.LYNN MILLER,:P.E. P.E.#68705 2X WOOD BUCKSTRIP —J EDGE OR FRAMING,SEE INSTALLATION INSTALLATION EMBEDMENT --11 DISTANCE NOTE 2,THIS SHEET TYPE C TYPE B INSTALLATION EMBEDMENT 1X WOOD BUCKSTRIP, 'a TYPE_A 1/47 MAX SEE NOTE 2,THIS SHEET EMBEDMENT SHIM TYP.ANCHOR TYPE.EMBEDMEPUAND EDGE PRODUCT REVISED EDGE DISTANCE PER SUBSTRATE, - DISTANCE a complyingwith the Florida EDGE 0 SEE TABLE B,THIS SHEET - Building Code t�0-O�P�•I� DISTANCE AcC,;naace No 1/4'MAX. had Date I� S I 1 HM 1 B Y ( Mism 'D P 4 TYP.ANCHOR TYPE, ., EMBEDMENT AND EDGE DISTANCE.PER SUBSTRATE, 11 SEE TABLE B,THIS SHEET m USED AT CURVED - 11 m 29 FRAME MEMBERS ONLY EXTERIOR• k�A (�11-7i8.O.C.MAX. °• -d 4 11 > CONCRETEICMUI - VISIBLE LIGHT WIDTH= 5 ¢ PER ANCHOR f�'� REQUIREMENT WINDOW BUCK WIDTH-2-3/4• WINDOW BUCK WIDTH - CONCRETEICMU co ]C m WINDOW EXTERIOR TIP-TO-TIP WINDOW WIDTH - PER ANCHOR W to 'naN BUCK REQUIREMENT ZZ3 HEIGHT1/4•MAX.SHIM HORIZONTAL SECTION A-A °n ti a O in TIP-TO-TIP O m N WINDOW #12STEEL J J to o Z �B HEIGHT VISIBLE SELF-DRILLING SMS Z IL '.LL (o J uuw0 p LIGHT (G5),SEE TABLE B. TABLES: =tyj r W HEIGHT.= THIS SHEET Min.Edge, Max O.C. LU U X co 0 ` Anchor Substrate Distance Min.Embedment Spacing W Z O p 'oN WINDOW BUCK P.T.Southam (S(SG=0.55) 8116' 1.318-. 12° ~W m O (7 9M0 HEIGHT- Aluminum 606345 mn. '318' 0.063'• 12' r- O Z ..- 2-3/4" INSTALLATION #12 or#14410 SS Screw ggggteel 3!8• 0.063••. 12' 0:z aZ �' O METHOD D Steel Stud Gr.33 min. 3/8' 0.045 18 Ga• 12• v g p INSTALLATION ANCHOR P.T.Southam Pine(SG=0:55) 9118• 1-316' 12' m UNDERNEATH THE 7."R AWminum,608375 min. 3I8" 0.063'• 12- Z BEADING IOR #12 or#14 Steel Screw(G5)' A3e Steel 318• 0.083•' 12'Steel Stud,Gr.33 min. 3/8" 0.045 18 Ga• 12'� Unamuled CMU,(ASTM C90) 2-1/2' 1-1/4' 12• W MIAMI-DADE APPROVED MULLION 114.410 SS On.— ( Concrete 72• z 21 (SEE SEPERATE NOA),ALUMINUM, 8 STEEL FRAMING OR STEEL STUD. CMMMM(min.2.65"4sl) 1' 1A/4' 12' < p .W 3,355 SEE SUBSTRATE PROPERTIES, 114'Steel UltraDT, Z Z TABLE B,THIS SHEET nglouted CMU,(ASTM CAO) 2-U2" lrl/4' 12' O � W N c 5 routed CMU,ASTM C-90 2-1/2' 1-313' 12• C9 n a �1/4"MAX SHIM 'Concrete In.3.5 ksl) 1-0/4' 1J/4' 12' X Z 2r 3 5M8.Steel Ultrecon Grouted CMU ASTM C-90 2-112' 1-3/4' 12' a a T MINS OF 3 THREADS BEYOND THE METAL SUBSTRATE. W g } 1X WOOD BUCKSTRIP, SEE NOTE2,THIS SHEET - CONCRETEPER EMBEDMENT ANCHOR INSTALLATION NOTES: REQUIREMENT '�•• 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. - I • - - ?-WOOD BUCKS.DEPICTED ON THIS SHEET AS'IX'.ARE-BUCKS.WHOSE TOTAL THICKNESS IS LESS THAN 1-12'.1X WOOD BUCKS ARE -� INSTALLATION t� EDGE " TYR ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'?X ARE 1-12 THICK OR GREATER. ; DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING . TYPE B SUBSTRATE,SEE TABLE 8,THIS SHEET JURISDICTION. VERTICAL SECTION B-B 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4.IFAPPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER;P.E. P.E.#58705 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION EDGE OR FRAMING,SEE TYPE G TYPE F DISTANCE NOTE 2,THIS SHEET EMBEDMENT 1X WOODS _ THIS —� _ EMBEDMENT SEE NOTE 2,THIS SHEET } INSTALLATION 1/4.MAX TYPE E EMBEDMENT SHIM TYP.ANCHOR TYPE,EMBEDMENT AND EDGE ---- — EDGE DISTANCE PERSUBSTRATE, F4ii)!)1)(:I'Y.l;V1SED Bi SEE TABLE 9,THIS SHEETDISTANCEIrsrAnldY ♦„��F7orida EDGE - BwldingCodc DISTANCE21Ci�Stine /�1/4'MAX ila. OaacPtoLlcr I4TYP.ANCHOR TYPE,EMBEDMENT ANDEDGE"DISTANCE PER SUBSTRATE:SEE TABLE 9;THIS SHEET EXTERIOREXTERIOR USED E MEMB R . ..29 FRAME MEMBERS ONLY I�v � �1 - (Bj 11-7/8-D.C.MAX. CONCRETE/CMU VISIBLE LIGHT WIDTH= 5 u VVI- PER ANCHOR WINDOW BUCK WIDTH-2.3/4" . REQUIREMENT r'r - WINDOWBUCKWIDTH u: O WINDOW PER ANCHOR j a CO ',. BUCK HORIZONTAL SECTION C-C REQUIREMENT3:HEIGHT 1/4'MAX.SHIM O uo n a°° W m #12 STEEL O W N SELF-DRILLING SMS 0 J, Z �9 rr VISIBLE (G5),SEE TABLE 9, LIGHT THIS SHEET TABLE 9: 'Z.LL I!O UJ- 'O' W usn,° Mln.Edge Max O.C. 2 111 rn o p HEIGHT= Anchor Substrate Min.Embedment U U X WINDOW Distance Spacln9 W Z p�� a0 7 'ON BUCK _ P.T.Southern Pine(BGaO. ). 9116• 1318' 1T LLI m O O 9M° HEIGHT- #12 or#14410 SS.Screw Alumin=,606&75 min. 318' 0.063 12'. r'� O.00 �. Z 2-3/4• INSTALLATION H ON N!XT'El Steel Stud,Glrol 318”33 min. 318" 0.045(118 Ga)• 12• z d z OFz OP.T•Southern Pine(SG=0.55) 9116' 1313' 12 J O IOR Alumiman,6083-T5 min. 318' 0.06r• 12' J #12 or#14 Steel Screw(G5) Q - A36Steel 318' 0.063•• '1T Steel Stud,Gr.33 min. 318' 0.045'(18 Ge)• 12' ® m fp -, )aayg Unpouted CMU,(ASTM C-90) 2-1/T 11/4' 12" Z F to MIAMI-DADE APPROVED MULLION 1/45410 SSCneteFlex (A 21 (SEE SEPERATE NOA),ALUMINUM, Concrete(min.3.35 ksl) 1' 1314" 1T 0 Z z STEEL FRAMING OR STEEL STUD. Concrete(min.2.85 keD" 1' 13/4' 1T ¢ O (� aloes B Concrete(min.2.85 ksi) 2-112 1318' 1T Z I SEE SUBSTRATE PROPERTIES, 114'Steel Ulbacon a W Ungneuted CMU,(ASTM CAO) 2-11TY "1-114' 12• O J O C �� TABLE 9,THIS SHEET a Grouted CMU ASTM C50 2-112' 1314" 12' M -i �1/4"MAX SHIM Concnele(min:3.5 ksl) 1-114' 1314" 1T w W 5118'SteorUltiacen. O LL W n.a Grouted CMU, ASTM G90 2-1/2' 1.1 12" X MIN.OF 3THREADS BEYOND THE METAL SUBSTRATE 1X WOOD BUCKSTRIP, alil gala, I SEE NOTE 2,THIS SHEET " CONCRETE PER EMBEDMENT ANCHOR INSTALLATION NOTES: 5 ♦ REQUIREMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. .._�. INSTALLATION 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2"1X WOOD BUCKS ARE // b TYPE F �— EDGE TYP,ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X•ARE 1-1/2"THICK OR GREATER. DISTANCE \—AND EDGE DISTANCE PER INSTALLATION,TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING SUBSTRATE,SEE TABLE 9,THIS SHEET JURISDICTION. VERTICAL SECTION D-D 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME. 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN'MILLER,P.E. P.E.#58705 TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP EMBEDMENT AND EDGE EMBEDMENT RFRAMING,SEE INSTALLATION INSTALLATION DISTANCE PER SUBSTRATE, NOTE 2,THIS SHEET SEE TABLE 10,THIS SHEET TYPE J TYPE K EDGE EDGE DISTANCE 1/4"MAX EDGE DISTANCE DISTANCE -� INSTALLATION i —� ���111 SHIM TYPE'1 O 41N PRODUCT REVISED 2X WOOD BUCKSTRIP ns �Y/°B Widl Florida OR FRAMING,SEE a Ovii C°Qe• NOTE 2,THIS SHEET AcxPln°°o pimtioa Gute Irl 114"MAX TYP.ANCHOR.TYPE,EMBEDMENT AND Hy 1 3 , SHIM EDGE DISTANCE PER SUBSTRATE. ,�p� SEE TABLE 10,THIS SHEET 5""`n' Produ`r 4 EMBEDMENT I ; 11 FR �- EMBEDMENT I USED AT CURVED m EXTERIOR 29 FRAME MEMBERS ONLY � @ 11-7/8'O.C.MAX EXTERIORxnWINDOW .� BUCK VISIBLE LIGHT WIDTH= HEIGHT III""' --- WINDOW BUCK WIDTH-2-3/4' - p Q CD 1/4"MAX.SHIM f o WINDOW BUCK WIDTH } O m (�N 0•t M� W N VISIBLE INSTALLATION HORIZONTAL SECTION E-E O N LL o. Z �Mo or o LIGHT =W- •�- LU g TYPE L HEIGHT= U c) X N o WINDOW MW-Z, m Q q ((9 sMo BUCK #10 STEEL W O _ HEIGHT- SELF-DRILLING SMS I �. Q O r' 2-3/4" (G5),SEE TABLE 10. Z a Z LL THIS SHEET ~ TABLE 10: 3 0 0 Min.Edge Max..D.C. i Anchor Substrate < Distance •Spacing 2-112"x.113".Box Nail' P.T.Southam Pine SG=0.55 5116°• 5" 0 S U) Z iaayg 2-112"x.131'Common Neil P.T.Stxrthem Plne'SG=0.55 318" 5" # pin .2-1/2"x.145"Room Nall P.T.Southem Pine SG=0.65 318' 5" _ 'S F r 21�^ 2X WOOD BUCKSTRIP EXTERIOR P.T.Southern Pine SG=0.55 1/2' 5' ¢ arZ OR FRAMING.SEE #lox 1"Steel Serevl 0,0931 Aluminum,6063-T5 min. 5/16" 5" LL Z Q NOTE 2,THIS SHEET 1/16 A36 Steel 5/16' 6' O H N C\ f 5 114"MAX SHIM 0.045" 1 B Ga Steel Stud Or,33 6/16'' 6' t 0• Z n a \- MIAMI-DADE-APPROVED MULLIONO U1 (SEE SEPERATE NOA),ALUMINUM. ' z Q.O. MIN.OF-3 THREADS BEYOND THE METAL SUBSTRATE. X STEEL FRAMING OR STEEL STUD: LL IL SEE SUBSTRATE PROPERTIES; °r+1 •JSOO:a INSTALLATION TABLE 10,THIS SHEET TYPE J EDGE DISTANCE INSTALLATION NOTES: ' TYP.ANCHOR TYPE.EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. �-• EMBEDMENT AND EDGE DISTANCE.PER ' SUBSTRATE,SEE TABLE 10,THIS SHEET -�- 2.WOOD BUCKSDEPICTED ON THIS.SHEET AS"1)C,ARE BUCKSWHOSE TOTAL THICKNESS IS LESS THAN 1-12".1X WOOD BUCKS ARE '•. //a�C' [' OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X^ARE 1-1/2'THICK OR GREATER. VERTICAL SECTION F-F INSTALLATION TO THE SUBSTRATE CF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING JURISDICTION. 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. ' 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.458705 2X WOOD BUCKSTRIP EDGEOR FRAMING,SEE INSTALLATION TYPE M EMBEDMENT DISTANCE —NOTE 2,THISSHEET INSTALLATION INSTALLATION TYPE M FOR THIS INSTALLATION TYPE N EMBEDMENT METHOD ONLY, FOR THIS INSTALLATION 114,MAX ANCHORS MAY BE NO METHOD ONLY, IE THAN 6'O.C. ANCHORS MAY BE NO L� EMBEDMENT I SHIM • MORE THAN 6'O.C. 1X WOOD BUCKSTRIP,SEE SODUI'T 12EVISED. 0 2X WOOD BUCKSTRIP NOTE 2.THIS SHEET oe cw»plyina Y kh die Florida OR FRAMING,SEE Zatl:uxB CoCe /t_ NOTE 2,THIS SHEET ruzxptmm Nu 16- `� 1/4"MAXB!epimtion bare TYP.ANCHOR TYPE,EMBEDMENT AND � 3 SHIM EDGE DISTANCE PER SUBSTRATE, Afearn' nJe vroJ+xti Cash TYP.ANCHOR TYPE, 6 SEE TABLE 11„THIS SHEET 4 EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, a 11 SEE TABLE 11,THIS SHEET 3 a USEDATCURVED EDGE I m DISTANCE EXTERIOR 29 FRAME MEMBERS ONLY O EDGE re C� 11-7/8'O.C.MAX. T7, DISTANCE CONCRETEICMU PERANCHOR • REQUIREMENT CONCRETE/CMU W. `1 m WINDOW 11 PER ANCHOR '>: rn '"ax BUCK HEIGHT 114'MAX SHIM —+- 1-�— ••� VISIBLE LIGHT WIDTH 5 j REQUIREMENT O 3 WINDOW BUCK WIDTH-2-3/4' ❑ `V N 'c WINDOW BUCK WIDTH EXTERIOR }n co N atop 2 cN 0 c4VISIBLE HORIZONTAL SECTION G-G _fV Z LL � W °o p N INSTALLATION TYPE O J J 04.rn LL o Z �B r; LIGHT z LL t co j HEIGHT= FOR THIS INSTALLATION _ U 0 X N O ❑ WINDOW 'METHOD ONLY, TABLE 11: hW-Z m M a ❑ 'ON BUCK ANCHORS MAY BE NO Met.Edge Max.O.C. o y '� O Dr0 HEIGHT- • MORE THAN 6"O.C. Anchor Substrate Distance Min.Embedment Spacing n l7 O ZO 2314" P.T.Southem Pine SG=0.55 9/18' 1518' 0" �Z D_Z .� LL #12 STEEL #12 or#14 410 SS Screw Aluminum 6063.75 min. - 318' 0.083"• 6" g O SELF-DRILLING SMS A36 Steel 318" DOW• 8' •� 01 Steel Stud,Gr.33 min. 3/6" 0.045" 18 Ga 6" Q (G5),SEE TABLE 10, F P.T.Southern Pine SG=0.55 9116' 1.318' 8' a to 1 Is THIS SHEET Aluminum,6063-TS min. 3/8' 0.063"• 0" �' Z Z #12 or#14 Steel Screw(GS) N p O A36 Steel 3/8' 0.063"•_ 6" I- 21 TYP.ANCHOR TYPE, EXTERIOR Steel Stud Gr.33 min. 318• 0.04"5' 18 Ga• e' r -0 C Z EMBEDMENT AND EDGE U routed CMU ASTM a90 _ 2-112' 1-114' 12" ❑ 6 114"410 SS CreteFlex a dfOJ$ DISTANCE PER SUBSTRATE, Concrete min.3.35 kai i' 1314' 12' p Z / SEE TABLE 11,THIS SHEET Concrete min.2.85 ksl 1' 13/4' 12' F (n 04 N (5 / �1/4'MAX SHIM MIAMI-DADE APPROVED MULLION Concrete min.2.85 kai 2-112' 1318" 12" ❑ Z (SEE SEPERATE NOA);'ALUMINUM, 1/4'Steel UBrecan w 111 U round cMu, ASTM ago z-12 1-va az v al a STEEL FRAMING OR STEEL STUD. LL 0 z d 0- SEE SUBSTRATE PROPERTIES, Grouted CMU ASTM CAO 2-1/2' 1314' 12' TABLE 11,THI5 SHEET SMB'Steel Ultracon Canorete min.3.5 ksf 1-114' 13/4• 12' °un °eop°qu°c INSTALLATION Grouted cMu,ASTM C-00 za2• 13/a• 12 TYPE N 1X WOOD BUCKSTRIP,THIS SIP, •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. C � D SEE NOTE 2,THIS SHEET - EMBEDMENT INSTALLATION NOTES: •, -' • .. "• 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. a ✓Ge • 2.WOOD BUCKS DEPICTED ON THIS SHEET-AS•1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12".1X WOOD BUCKS ARE p OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTEO AS"2X'ARE 1-1/2-THICK OR GREATER. EDGE INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING - DISTANCE JURISDICTION. - .. 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. VERTICAL SECTION H-H 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E-#58705 PRODUCT;REVISED a,�nmplging wish dic FiMida 6uild3ig Co'k A;cr7Y.nnce tio,� � ' ^.�ilallu�7 D'diC �Y. Mi ck*pvoCuci'C a (DETAILS FOR ASSEMBLY DETAILS FLANGE 8 EQUAL-LEG FRAMES FOR FIN FRAMES 'J w co Y m ANGLED/CURVED ANGLED/CURVED O` FRAME ASSEMBLY FRAME ASSEMBLYN n ap N O 90 CORNER 90°CORNER (A O 'ct I FRAMEASSEMBLY EMBLY -��`'� � W N FRAME ASSEMBLY FRAM SS I• O O LL rn J o Z ng I I I Z.u' �LL (O J unw0 Ya o ALL CORNERS TO i GGG� '� / ALL CORNERS TO.I ��2 O C) a Z Z � USE GASKET I -�� ( �� USE GASKET Z OL Z c O of AND/OR SEALANT /� / . ' / AND/OR SEALANT I /' .� V O EQUAL-LEG.FRAME I m ~ Q Ja>YS / / FLANGE FRAME / //- ® Z cn Z MITERED FRAME WITH INTERIOR ��/ MITERED FRAME WITH INTERIOR ,� m Z EQUAL-LEG FRAME/ AND EXTERIOR FRAME WELDS�R AND EXTERIOR FRAME WELDS 'I .� < K aioas `—FLANGE FRAME (SHOWN)OR CORNER KEYS AT a (SHOWN)OR CORNER KEYS AT LL Z_ r;, SCREW BOSSES.SEALANT AT ALL CORNERS U SCREW BOSSES.SEALANT AT ALL CORNERS W NN v O EEK W nm x O as LL m >lil 'xh]sa ,6 = A.LYNN MILLER.P.E. RE#58705 2.784" 2.784' 2.784' TABLE 9: Item .094• —•-JIB .094" —x-11.— .ow --II�— # PGT Part# Description Material .074' .062' .074" .062' 1 .074• .062' 1 42530 Flanged Frame Alum.6063-T5 1.375" 1.375"_ PRODUCT REViS6D 1.675" T 2 4285 Equal-leg Frame. Alum.6063-T5 ;q3g• } 50a" .438" .500' 438' T as cmiptpng WM6w Fkvib. 1.000' I � I BQ468 CO& 3 4256 Integral Fin Frame Alum.6063-T5 .500 —►��— .o50i100°V �{�-�- .Oso"iA00� ��� 050•"06' A a mace Nn 1 O I- 4 4255 7/16•Lanni.Glass Beading Alum.8063"75 1.125" F.p rarian'Dara q O FLANGE FRAME O EQUAL-LEG FRAME 077 5 4254 I.G.Giese Beading Alum.8063 T5i— � 2 /4253C,6063-T5 #4285,6063-T5 1. prp?xy 6a 4270 Installation Fastener Cofer Alum.6083-T5 FIN FRAME 6b 4224 Installation Fastener Coxer Rigid PVC O #4256,6063-T5 10 70589C Gasket(at 90'comer joints) Polyethylene a 11 TP247/8 Vinyl Bulb Weatherstrip. Flex PVC,Duro.65+/-1 1 —►1 1.200• .346• m JR-05105116-ADDED THIS SHEET 13 Dow 899,GE 7700 Silicone or Equiv. 1 �{ 1'037 WITH SPACERS 8 MOVED PARTS. 20 71652K Setting Block,Mono.3116'x 7/16"x 4' Neoprene,Duro.85+1-1 •875' 875' a: 21 71704AK Setting Block,I.G.3118'x 1 /32'x 4' Neoprene,Duro.85+1-1 T050' 29 '#6 x 1-1/4'FH SMS Stainless Steel I� .050" 1�1r— .050 m Y m 30 781PQX 98 x 1"Quad PH SMS Stainless Steel 1/4" LG.GLASS, INSTALLATION > c. O4 GLASS BEADING 5 BEADING FASTENER COVER 0 p #4258,6063-T5 O #4254,6063-T5 68 - #4270;6063 T5 eN} N alo0 M co N O J N J p Z 8 n Z LL. a7 LL fe. W v g L) X Lo m 0 ALUMINUM LLI Z m.0 U Of rCO aa SILICONE 4OA ELT BUM REINFORCEMENT POLYISO- DESICCANT FILL AREA j Y Z Z STRUCTBUTYLENE c Q O rn O Of 5116"NOM. Z d Z tl STRUCTURAL SILI3/16"NOM. SEAL g U O 5116"NOM. 1(4"NOM. BUM 8 SILICONE SEAL POLYISOBUMEN 0 ROLL-FORMED WITH DESICCANT DESICCANT Z DESICFOAM STAINLESS STEEL r j a r>ay� EXT.GLASS EXT:GLAEXT.GLASS / ® Z Z EXT..GLASS �' p W Z QZ �, eloas INT.GLASS LASS INT.GLASS INT.GLASS O ?r X'I.S WKOQISPACE SUPER DURASEAL� OXL EDGEn `W' o4SG TPS SPACER®NXT`"' SPACER 78 SPACER A •.,�a� TABLE 10: Part# Description Material tk 75' Kommeding 4SG TPS Spacer System 16 76 Quanex Super Spacer nXr with,Hot Melt Butyl see this Sheet fir 77 Quanex Duraseal Spacer Materials ; 78 Cardinal)�L Edge Spacer E REFERENCE TEST REPORTS:FTL-8717,89688 8970 A LYNN MILLER P.E. P.E.d 58705 E7 JUN 12 2017 PERDAII-TiNIIG St. Lucie County, FL o '. PRODUCT APPROVAL NUMBER: NOA #16-0218.03 OPENING IDENTIFICATIONS: Between Openings 1 /2/30 E ,,l � vf '} M IM I®D�ADE JUN 12 211 AHA111I-DADS COUNTY MITS, CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCTS WRf-= A1TT1'-NG 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION 5t. Lu6e C.ourTtl(786)315.2590 F(786)315-2599 NOTICE OF CCEPTANCE NOA K r t 1� � . 6'v/econom A PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miarni Dade County and other areas where allowed by the Authority Having Jurisdiction(AHD). 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 perforin 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 Miamu--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 "PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I. 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 13 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 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 'slrall 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. 16-02-18.03 MIAMI•DAD�COUNTY 1 Expiration Date: May 26,2021 JAPPROVE01 ____j /Il!tQ Approval Date:April 14 2016 11 Page I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-08.19.0S) 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 Lyme 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 05/05/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5"1 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. llantte a ez,P.E. Prodact Cunt o[ aminer NOA N 01—.f6-0218.03 Expiration Date: May 26,2021 Approval Date: April 14 2016 E-1 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 1. Notice of Acceptance No. 14-11.05.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. Manuel ,P.E. Product Contr1 E miner NOA No. -0218.03 Expiration Date: May 26,2021 Approval Date: April 14 2016 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL a o MISSILE IMPACT-RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE '� EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL IX OR 2X WOOD BUCKS IF USED, GENERAL NOTES............_........ _1 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. FIGURE 1: ELEVATIONS.................................7 k tl MULLTO IX W000...................-,.2 a MULTIPLE --OPENING WIDTH FOR VERTICAL MULL,, ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL T01XJ1 MASONRY._....._...,2 o X O MULLIONS INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS BUT SHALL INSTALLATION NOTES.___.__2 � SEE DETAIL RECTANGULAR NOT HAVE A GAP OF MORE THAN 114•FROM THE CUP. MULL TO MASONRY.............3 GN A-D• ; SHAPE _ - SHEETS 23 MULLTO STEELSTUD_.....__.._...3 m _ 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL......__..._........-..-3 1. DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U150.THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPECS....................._3 Ul IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE CLIPS...............4 Z �\\ BAY MULL INSTALLATION-........._4 S-) lL 4 PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND 15 BEYOND THE SCOPE OF THESE 11 X 2 X.125 MULL SPECS._.........._B J W ) 7XZ75X. MULLSPECSSPE.............-B // \\ INSTRUCTIONS, � 7%276X.376 MULL SPECS..._..,.7 � �A � SEE DETAILS f \I. 1 X 2.75 X.65 MULL SPECS_......_..0 W B 0 ATHRU G; / i Y IFI L 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.725 X.500 MULL SPECS.,_-9 m O c � SATHRU 3 r-•-1__/_ F F I _�_ s1E DETaLS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.125 MULL SPECS....._._..-.10 1-- M to ATHRU c; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1 X4 X.376 TUBE MULL SPECS_..11 Q J SHEETS 23 1%4 X.376 T MULL SPECS__..-77 J PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.26 X3.1138 X.265 MULL SPECS-.12 OPENING 1.26 X 3.26 X.100 MULL SPECS.....13 Z MULL HEIGHT 6)WHEN FINDING YOUR SIZE 1N THE MULLION TABLES,ALWAYS ROUNDUP TO THE NEXT SIZE SHOWN ON THETABLE(S). 1.25 X 3.25 X.624 MULL SPECS..._14 $ LENGTH FOR 1.26X 3.94 X.824 MULL SPECS..-18 HO MU L 7)ANCHOR EM13EPMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X4 X.25 MULL SPECS..._.._._.._10 J Q o d2 SEE DETAIL E. 2XBX.26 MULL MALS..__._-17 � BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT *1 fq v SHEETS 1.26X2.11%.725 LLSKO CS.._18 W '6I AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 1" 30'X3.26 BAY MULL SPECS.__....19 Z Q e! OI REACTIONS. 45'X3.26DAY MUIISPECS__-20 Q O Z MULLION&CUP DIMENSIONS-_21.23 F' Z m W.O FENESTRATION B)REFERENCE;TEST REPORTS:FTL-6443;ELCO ULTRACONIAGGRE-GATOR NOAS EXAMPLES 1 62._.._....__.._.__24 $ o� PROWGTS MAY LOADING EXAMPLES.,,_._.__..26 W BE OF ANY TYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING a W Y y MANUBE FACTURED CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH Z (A D) �_ By PGT. PGT- �CURRENTOVALS. Q LU <.O O --- i I _. 10)MULLIONS ARE IN COMPLIANCE FOR USE IN SEE DETAILS 'I^HORIzoHTAL_ A D,G.I 11)QUANTITY IPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING MULL 6HEET823 WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA LENGTH HORIZONTAL MULL — LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFT")FOR THE OPENING USING THE ASCE-T STANDARD. LENGTH I`- �'�`OPENUfG WIDTH I—HORIL MULL LENGTH.---{ 2)CHOOSER MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. __ I 3)REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR-TRIANGULAPfTRAPEZOIDAL'. OPE WG =— - - �--I- 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/F-VI FROM TABLES to THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIV USING PRODUCT REVISED MFHFORT THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE ns Building od@ Rle}11xe� MULL [� HORI1_ VERT. MULLION CAPACITY(LBS OBTAINED SHALL MEET OR EXCEEDTHE DESIGN PRESSURE REQUIREMENT(LBSIFT-1 FOR THE OPENING OBTAINED IN pcYgHa w NO ��• HEIGHTLENLENGTH P MULL MULL STEP 1). pI �C2{ falF Palo LENIGTH REPRESEN S THE WINDLOAD TRANS 5)FROM THE SAME TABLE USED ERREDT O H SUBSTRATE BY THE ANOVE,FIND THE VALUE IN THE CHORS AND MU T BE MET TO ATTACOLUMN ANCHOR CAPACITY NTHE FULL MULLION CAPACITY.UIRED MEIS.THIS VALUE Mimn' o?m&t t FNIWGWIDTH SINGLE MULLION SINGLE MULLION �FORPVERTICAL MUULL f 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE \�\\\0���LYN Y g�/� •„� OPENINGWIDTH (` ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR \� 1\�,.•'......y '•e i FORVERTICAL69TLL CAPACITYISMET. .• F '•� �1 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS •!!:.' r 7I( FROM FIGURE 1 ABOVE. 7)IF THE MULLION CAPACITY(LBSIFT+)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE NO.58705 OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA'TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS _ VALUE A LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FOR THE SAME SUBSTRATE i.0 �STANDARDS USED: ((!�•2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION � y RIF �(1� •ANSIIAFBPANDS-2012 FOR WOOD CONSTRUCTION CAPACITY(LBSIMOBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE EN71RE MULLED FENESTRATION '��'7�'••,,FLORID?.•'•�"z: •ALUMINUM DESIGN MANUAL,ADM-2010 PRODUCT ASSEMBLY. ,/S'y •[[• \.�` •RISE-5100.07152-2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOATOAPPLY FOR APERMIT. A�LftN/ I I) (?L`P'E. FL P 58705 C DETAILA: DETAIL B: MULLION lids MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X FBUCKSTRIP TYP.ANCHOR e4 AND PERSUBSTRAES OR WOOD FRAMING WOOD BUCK AND MASONRY IKITAC nr SEESEETABLES IB-168 LL (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BYQTHERB, Lo N SEE NOTE 1, I MULLION I SHEET 1. - 7- - mSEESHEETS v•. • EDGE {11 EITHER THE c I I 1 21-23 FOR HOLE .° - I 1 CONCRETE OR CMU 'i •• I DISTANCE. j w STANDARDO I LOCATIONS ° 1• I ,I }----+-SEE SEE TABLES S OFfSEi MULL o' EDGE I EDGE DISTANCE 18.168 ^� D'@ N a m I. e Y '� F MASONRY CUP MAY BE DISTANCE OR IAAS O INSTALLED BY ° I 11 FQA WOOD,(/ c q 1 1 I ANCHORS LDO ll O (- THISM1IETHOD. SCREWS LZ60,�FOR °q°' n I I SIDE VIEW uJ Z ( J ALLMULLIONS < °r O J °' e a EITHERTHE a o _ STANDARD ' L) m .4.' OFFSET MULL ? 7a m CLIP MAY BE r •� ° ° EXTERIOR q e ° ° INSTALLED BY U) t43t THIS METHOD. J ° EQGE _ Q Z . e ° '.4 DISTANCE °� ° '"o [- Z c 01 pl n FOR ° MASONRY a Q Z G p ' q THE OFFSET CUP IS ANCHORS _ N RECOMMENDED FOR o EXTERIOR e WINDOWS,ur MAY a ° L��L Q ALSO BE USED FOR F- 52 OTHERFRAMETYPES. V Z Q O O Z m ANa1oR 7YP.ANCHOR TYP. TTP.ANCHOR —_SUBSTRATE, PER SUBSTRATE, F % -PER SUBSTRATE, SEE TABLES 13.168 SEE TABLES 1B-168 SEETABLESIO.16B I_ EDGEIENO NSTRIP DISTANCE BUCAND SEE TABLES ATTACHMENT EMBEMBUCKS7RIP 18-168 1 '' • '.,,.••,.:• BYOTHERS ANp EMBEDMENT' •r•' SEE NOTE 1, •- ATTACHMENT I �.,�.. SHEET 1. SEE NOTE 1, SHEET 1. ' MIN 2.7 KSI CONCRETE OR CMU FRONTVIEW PRODUCTREVIS10 SIDE VIEW as complying with We Me" FRONT VIEW AulmWoftM ND LCL o3 Ex imlim1DoIe I/1p21 INSTALLATION NOTES: By 449 Muni de►mdUd 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. I I I i 1 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION `� �,l IYNr!4,14 1/1/, ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE :'41cr:NSF • 2 CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE � �'�,� •,�� FOLLOWING SHEETS,FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED, _= it: N0.58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. Z. 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. 5�,�E Uf• •j 5)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI-DADE COUNTYAPPROVED Q'C'•..PLO ISOP•' ELCO ULTRACON OR ELCO 114"S,S.AGGREGATOR MASONRY ANCHORS. ''�� 5.8/0IdAx-CG S A.LfNNIM.ILL812�P.E. FL P.E.#58705 DETAIL E: DETAIL C: -1 126.MIN. MULLION TO MULLION MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES: 0/ MASONRY STRUCTURE MULLION v : (U-CLIP) 1)MAY BE INSTALLED IN-TEE'OR`CROSS' � a (STANDARD CLIP SHOWN) �c INTERSECTIONS. o u VAJ JES 62 2)MAY BE INSTALLED HORIZONTALLY LL I ° (SHOWN)OR VERTICALLY. to EITHER THE I PERSUBSTRATE,JTi m ANDARO OR SEE TABLES 1B-13B 3)SEE U-CLIP DRAWINGS,SHEETS 21.23 1F— Ly W OFFSET MULL I I TOP VIEW FOR CORRESPONDING MULLION. co _ CLIP MAY BE I I EDGEDISTANCE ,­MULLION _Q I!r) THISMF BY - 11 THIS METHOD I I #n FCR MASONRY VARIESLLI Tq ANCHORS I Ila I - 012STEELSCREWS, a g N I I �� / SELFDFULLINGORPRE-0RIUL / MULLION AND USE SMS LL m C3 O DO /� EXTER OR a 4 y a -MULLION O f° EDGE DISTANCE v - THE OFFSET CUP 15 FOR MASONRY-- a w RECOMMENDED FOR ` \ ? V ANCHORS A FIN-FRAMED r ANTERSECTION WINDOWS,BUT MAY U-CLIP (-_ Z 8 aV a OTHERFERUMEEMES. EXTERIOR Q .— TYP.ANCHOR .4 PERSUBSTRATE, nz zQ SEE TABLES IB-13B SEE SHEE0 TYP.ANCHOR TS 21-23 FOR 1n �L / BUCKSTRIP PERSUBSTRATE, HOLES JQ AND SEE TABLES IB-13B FRONT VIEW EDGE F ¢ Y x ATTACHMENT DISTANCE BY OTHERS, -- SEE TABLES I- I­_ 7 } EMBEDMEN7, SEENOTE1. r .:.�:. f, .I 78.778 U .z • �. ., SHEET I. T EDGE Q — Z o mO so - DISTANCE •� -�SEETABLES m� MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 113-138SIDE VIEW o -7 FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: STRUCTURE ` 1}ANTYP.ANCHORCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. PER SUBSTRATE, ` SEE TABLES 10-13B 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FCR PICTORIAL REPRESENTATION SEE SHEETS ® PRODUCT REVISW ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21.23 FOR as complying with the Plocidn CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE IE Building Godo LOCATIONS FOLLOWING SHEETS,FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. Acccplanm No 3 Bxpiteli Date '1021 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. MULLION By 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. /' ® Gado c[ ELCO U5)FOR LTRACON OR ELCO 1SONRY 1/4NS,S.AGGREGATOR S IN OUNTY.USE ONLY MASONRYANCHORS.I DADECOUNTYAPPROVEO EDGE srTAB FOR 9TEEl.STUDS THINNER THAN UES 1B-13B ��0 ��F,EPISF•'•`'r FRONT VIEW 16 GA AND COMPLIANT WITH THE FL BUILDING CODE,A2XW000 BACKER MUST US®. ATTACHMENT BY OTHERS. USE WOOD ANCHOR SPECS NO.53•/U5 � EXTERIOR SIDE VIEW ' NOTES: •.�./--may /[': [r= 1)FOR 2X WOOD BACKED STEEL STUDS,WOOD $ C OFU` ANCHOR VALUES MAY BE USED. CJ '• . XN /1 RIO. �•� 2)SEE CORRESPONDING MULLION TABLES, SHEETS 5.20,FOR QUANTITY OF SCREWS. A.'L'YNIV�t�1�4LEEZ,P.E. FL P.E.#58705 DETAIL F: DETAILG: DETAIL H: C! FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION �x� (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) o 0 0. SEE DETAILS A-E, 70.OR 45' SHEETS 2 AND S FOR INSTALLATION SAY MULL TO SPECIFIC SUBSTRATES. LCI N MULLION ' N -46 y.m O O Z 0 O O F O O O O TOP VIEW m N SIDE VIEW I i LU U o O snowNWITH t x4 x.1zs TOP VIEW I I 5 cZ ,J m m MULLION I I I }- I I I l TYP.ANCHOR F 7 EXTERIOR I I I I /�PERSUOSTRAT E, ' V m g SEE TABLE5168 OR 160 Z I TYP,ANCHOR I I I EXTERIOR USZJ STANDARDTMULLIONO FIT CLIP I I PER SUBSTRATE, q I I a Z a�� MODIFIED TO FIT FIELD I SEE TABLES 1B-146 O 1 I I CONDITION$. 1 I I I 2'X5'ANGLE CLIP, ~ Z Q m p I I I I 2 PER MULLION END,MUST BE a Q Z N Z:I I , INSTALLED INSIDE OF BAY MULL -MULLION 2'X 5'X.125' ` � T~A ?� W U It I I I ANGLE CLIP, U Z Q > 6L`1 j I I t 2PERMULUONENO, -��! Q 00 I I I MUST BE INSTALLED Z sU N I 1 I INSIDEOFMULL �_''- m0 I TYP.ANCHOR C5 PER SUBSTRATE, SEETABLES 1B-148 INTO WOOD, '(^//� STEEL,ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED IN-FIELD. EXTERIOR ---& ®__ CE O £OGS0 0%01 -4@-- _-fS PRfAUCC REVISEDpFR "F as cnmrAying with thu Florida Q Building Coda © _ NRY O AcoeplanceNo16-15218 O INTO WOOD,STEEL, Expiration Diu ALUM,CMUORMASDESE Z) DISTANCE DY PER 151a tmdoa ANCHOR EDGE --�----_® DISTANCE %%1L N/// PER ANCHOR NOTES FOR INSTALLATION OPTION G&H: \\�� C`,�LYNN iyj77 /i�� O NOTES FOR INSTALLATION OPTIONS F. 1}USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. '�U•'�10EI45(: •F'P �� 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26"X2.11-X,125-MULLION. 2)DETAIL G:SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE (•��•58105 LOCATIONS. - f7j(2}SEE TABLES 1B•13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS, 3)DETAILLOCATIONS.H:SEETABLES158OR the FOR ANCHOR QUANTITIES AND SHEE722 FOR HOLE •�S 3)THE 2X5 CLIP IS NOT SUITABLE FORTHIS APPLICATION. Q.C� �LORLO�''• C� y�J A.ieYh� Mk87?P.E. FL.F� tt58705 TABLE 1A Mullion Capacity Table Thele Opening Width(forveM1icelly-sparcirgmulons)or Opening Haight(fortlolizw9aly-spannI g"hong) � 601n 601n 701n 501n 90 in 100 in 1201n 14041 ISO 10 Reclarrpllr TmplTtlenB. Reclen9a•r 7taPRdan9• PatengWer TnpRdeng, Reelengr4er heplillsrp. RaU.grdr TryMTrlan0. ReUsn9rdu Tnprrdrp. Reotregar nano. RecWn9du Tropm.". Roct e5' Tmprrd•ng. i 1%2x.126 Ins ft Lwdng Lmdng lowing Lwdbrg Lwdpg LwanB Leaft Lwang Wang Lwd6g Leafing Leafing Icadng Lo.dn9 Lwding LordNg Leafing sY U w J Alum.Tuba Y� }�[ ;g ;; z a gga jp a C Mullion 's m LL Z1` Z� O W 4210 111.9 406 1216 332 90.2 408 116.6 325 70.8 106 107.8 321 69.9 400 101.4 319 82.1 108 501.0 719 65.8 408 104.0 319 46.0 108 104.0 319 39,9 400 1D1,0 319 35.0 408 104.0 319 J.I w 461. 74.9 312 83.6 250 62.4 312 73A 252 53.6 312 67.0 248 489 312 63,4 246 41.6 312 61.3 244 37.5 312 BL0 244 31.2 312 61.0 244 28.0 312 01,0 244 23.4 312 IBM 244 60.6251n 83.9 281 70.6 234 53.2 281 61.5 228 45.6 261 55.7 224 399 281 52.1 222 35.5 251 60.1 220 31.9 201 49.3 219 26.6 201 423 219 2Za 265 49.3 219 20.0 281 49.3 259 (y O O 54 N 529 247 67.5 207 43.9 247 49.0 202 37.8 247 44.8 199 32.9 247 41.5 196 292 247 39.4 194 263 247 364 503 24.9 247 38.1 183 16.6 247 36.1 193 16A 247 35.1 193 N 601n MA 2DO 41.2 170 3ZO 200 35.4 168 27A 200 31.5 163 24.1) 200 28.9 160 21.3 200 27.1 169 19.2 200 26.9 157 16.0 2DO 26.0 150 E- � J J 831n 33.1 181 35.3 155 27.6 fel 3a3 152 23.7 181 269 149 20.7 181 24.5 146 164 161 228 144 18.8 181 21.7 143 661, 25.6 165 30.6 142 24.0 105 25.1 fag 20.8 165 23.1 138 18.0 165 21.0 134 ? 72 in 22.2 139 23.3 120 16.6 138 18.8 118 169 138 17.6 118 J � A 1zz' T81n 58.9 126 19.7 109 15.7 125 We tO7 7645' 17.9 110 18.2 104 TABLE 1 B ANCHOR CAPACITY ADJUSTMENT FORMULA: ¢ Z O AnchorCa acl Table[lbs) ~ ;90- ANCHOR CAP.,,a,,,,, Subalmla 2.71K Concrete 3.5kCmc. Hollow CMU Filled PT Wood Mate) (OP,)X� )=ANCHORCAP.- S16'Eko 5(4.66 Eko 611V 91cu 1W 68 Ek. 9106tedl 012 SLW 91261ed MULLION CAP.,,o,,,,,,, 11,1 x Anchor ClipPattema AndirType: 011PEkoutuewn 11PEkoUOreoan Ullac4n 3116'EkoUtrww IM EkoUbscm AggreGntr Umcm AggreGatm Sc (G5)Scmw(G5) 9Cr9w(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR F N U) � Edge Olrtence 00. r 2arr r 2-1r' 3-118' P 'Lt@' r 2-fir r 3.111r r DA 1)s4" O.M. CAPACITY REQUIRED'CORRESPONDING TO AN Emb.dooM(InY 1.314' 1-14' 1.374' 1.314• r 1-114' 1414• 1-114' 1-114' 1.514• 1.114' r 1.318' 1-79• Cedes ACTUAL PRESSURE REQUIREMENT FOR THE Q r Q O Q1 2A6chm04,75•MI6.0.C.1 Slandefd or Met Clip(Fig.1): 390 ka 390W 1501h 590IDs 1tM4 ba 270fes 2B0Ibs 754 ba 740 roe 37410. 661 Wa 916 bs 341 Ibs M21bs 5601De OPENING,WHEN IT IS LOWER THAN THE MULLION EL Z9O to Q 4 A hom 01.15'Mh O.C.f SlandUd(of Ohet)CGp(FIU.2L 4B0 W 700 Ib. WA WA WA WA 38016• WA WA WA WA WA 682 lbs 6651ba 11201W CAPACITY(FROM THE TABLE)OF THE SELECTED �-� 4 Anelnr993-Min.O.C./(2)tis Mqe 2I(Flg.3y 780 kr Teo lbs 680(b. MOM 1898 bs 540 b3 560 Ibe WA 760 ft 748 In. 080 Ib. 1e92Ibe e6z bs 8851bs 1120 Ibr MULLION.IT W ILLYIELD A MINIMUM ANCHOR 2 Archon B 0.45'Alia O.C.I U•pfp,hto,12S Akm.(Fig,43 WA WA WA WA WA WA WA WA WA WA WA WA WA WA 715 bs CAPACITY WHICH MAY BE USED TO QUALIFY C di B 1 Mclar l Mp(Fig-5k 195 IDS 195W 225 bs 445 bs 822 b3 1351. 14010. 177 Ibs 370 bs 1B7IDa 3321E 4i3 be 170IOe 221100 280 ba ADDITIONAL ANCHOR OPTIONS FROM THE 2Arcbas Q 1.15•Min.O.0/F4C '.6. 21Dbs 350 Poe WA WA WA WA 1BDbs 1 WA WA I WA I WA WA 1 341 ba I 44zlbe 5601bs I I ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: • • • • PRODUCT REV1SflD 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. es Complying with 1b,Florida SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000' r-- Building Code -0z18 0 Ar:wpmnc0 No ` 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/0R OPENING WIDTHS IS ALLOWABLE .� Ex!Fall D3to FIGURE 3: D 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. By olro HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED 1N PAIRS. ��tt YNN J( 7jri 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •125' ``�Off(�•••'•• 1!(���i��, FIGURE 4: FIGURE 6: FIGURE&' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED ��.•��CFtaSF YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-75 AND BE A MINIMUM OF.125' . THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL 9E AT 1"X r X.126"MULLION 5'070' THE MATERIAL.#)10 8#52 ANCHORS INTO WINTO OOD MAYALSHALL BE S EELEXTEND 10.8 S.S.OR 441 S S.SCREW THREADS BEYOND _•ic;//^^�� ldo. Gam•..+Loa��F' �� A.lYNttll`I ER;A.E. FL P.E.#58705 TABLE2A ` MulllonCapacity Table!bent' Opening WIdLh(for volUcalt"pellMng mU¢ons)or Opening Height(for holizontaAY•sparri(g mLAbn9) ?gcu! 501. In 7o In win 901n 10001 120{n 14010 1501n "' p O R-dwo0w T(eprdarg. R4olmgular TmpRdarg: Rectangular TropRnaro. Remargriar 7raprida% Reclanguwr T/apRParo. RerAcmular TrapTderg. Reetmvutar 1-prTdang, Replaroufar Tre Barg. Ralugular TmpRdaro. v 1%2X.376 Loading Loadlre 1aa6n9 Loodine Loading LeorFro Loa01re Lcadsg Loadiro Laaelrg leadig Leadlre LAadSg l+ooOlro Lozano Loodin tdedl(g Loading is y, U Alum.Tube Z F a £ $ 1$ & xLsa & $1 mullion 1! 8 g � � 11 t3 L7� b 0 eT � 0 � � � tf "a ,so 11 gg ilk �3 qg� a x � � 421n 170D lTN 170,0 433 151.3 682 170.0 476 129.7 662 110.0 606 1138 B82 189.5 tie 1009 662 180.9 617 80.8 082 1088 617 75.7 062 1688 517 64.9 062 1880 617 MY 662 1889 ell 4810 121.6 607 136.0 410 101.4 007 118.2 410 68.8 Boy 100.7 403 76.0 507 1028 39B 67.8 607 89.6 3B7 60.0 607 99.0 396 60.7 507 99.0 390 13.4 607 09.0 306 30.0 60T 88.0 386 W N 50.626 In 1037 456 1148 379 86.4 456 69.8 371 74.1 468 90,5 354 648 458 84,6 350 67.8 458 81.3 357 51.0 460 800 356 432 458 80.0 350 37.0 450 00.0 350 324 450 80.0 356 2 541n 65.4 400 013 336 71.2 400 809 378 61.0 400 72.7 322 53.4W21e 318 47.5 400 64.0 315 427 406 62.3 314 35.6 400 BI.S 313 30.5 400 61,0 313 28.1 400 61.8 313 MLLI p R to in e23 324 ro.B 276 51,0 321 57,6 270 44.5 324 51.2 264 389260 340 321 43.8 25T 31.1 924 420 ?F5 260 324 40.6 253 222 324 40.5 253 18S 37A 40.5 253 7) IMO J 03 in 63.0 284 57.4 252 446 204 49.2 248 384 294 43.8 741 33,6237 20.9 2S4 37.1 234 20.8 294 3S2 272 22.4 294 33.5 230 10,2 294 33.4 230 1" 296 334 230 601n 4ell 260 49.6 230 39.0 286 424 716 334 268 37.6 221 29.2215 290 268 31.6 215 214 268 29.8 212 136 260 28.0 210 18.7 268 27.7 203 11.6 260 27,7 209721n 380 225 37.9 196 30.0 225 32.2 191 297 225 28.4 1Be 2251e5 20.0 225 215 182 190 225 221 100 lea 225 2D.3 177 12e 216 18.6 176 11.3 225 19.6 W6 $$Q W305202 32.0 177 25.5 202 27.7 173 71.8 200 74.0 170 18.2 167 11.0 202 19.7 165 15.3 2D2 18.4 163 125 202 16.7 Me 10A 202 15.0 158 9.0 262 15.0 160 J !•n Z182 288 168 21, 192 25.1 1G5 202 192 220 162 17.7 159 197 192 181 157 14.2 192 16.6 156 11.6 182 15.2 152 10.1 192 14.4 150 89 192 142 150 Q -1 r J BO In 18.6 144 18,0 125 16.4 144 191 12B Q Z N O 051. 112 121 16.0 113 TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: (77 '.I w Anebar Ca a Table Ib9 ANCHOR CAP.,-,,` � X Bubslmic 27N Connate 3.5N C000. Hasan CMU FkW CMU PT Wood Metal (DP-)X( }_ANCHORCAP... r N rn N MULLION CAP.,Q,,,,, OrIVElto 171'saE" 611V Elm ipr6SE10 N1061ee1 N128tu41 NIZ SIM a X Q O ill Anchor Cbp Pattams A xI o Type: 915'Elco Ullman IN'Eko w0e4on 915'EIcO Ullmcon 1M'Elco UWaem Ulwuvl A9pm0etw wlraoon AOVeOawr suety(05)sorcn(05) Ewen(as) USE THIS FORMULA TO OBTAINTHE" CH R Edgo 01su we 0nt r 2-Ire 1' 2-117 3-176' 1• 2.172" 1. 2-1m 7 1 >-+IB' 7 a4a• os4• 0.324 CAPACITY REQUIRED'CORRESPONDING TO AN IL Z�0 sad Embedment Itn7. taro• 1.94' I.3W 1,7/4• 21 1-114' 1.174• 1.114- 1-IIP 1-114• 1-114• 7 1670• 1.116• wiles ACTUAL PRESSURE REQUIREMENT FOR THE a m� 2Anchoce 4.75-Min.O.C.I Standard or ONset MP(Fle.1): 390 We 3901bs 450153 eW we 1644b 710ID3 200 ws 354 lbs 740 lbs 374 we 654 be 940@e 341 tag M21bs 560 ws OPENING,WHEN IT IS LOWERTHAN THE MULLION 'W-3 4 Anehm A MY MIrr.0.C.IStandard WOlgei)Olp(Fig.27 400 los 70DIae WA WA NIA WA 300lbs WA WA WA WA WA 6821b3 we bs 11 IW CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors 3-Mn.D.C./ )216 Ante Crile I(Fig.3)' 1B0 me 700 lbs 090008 1560 tee 1588 We 0105 560bs WA 780 lbs 745lbs egow3 t8B21b.1 8021be Bas Ibs it MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anchors @ DAY Min.D.C.I U C11p,NIo.12S'Alum.(Fig.4. WA WA WA WA NIA WA WA WA NIA WA INA WA WA WA 7 CAPACITY WHICH MAY BE USED TO QUALIFY 1 AnchorI FmUlp(Flo.5)' 105 Ws 185 we 225 we NS Ind 82211. 13516s 140Ibe 1771ba 3LX tel lbS 3321be 473163 170 w4 221 ws 2BO Ibs ADDITIONAL ANCHOR OPTIONS FROM THE 2Anc0ae 1.15'Min.O.CJ F•CIi Fp.B• 240165 350 we WA WA WA WA 1B0 ws NIA N/A WA WA WA 341 Ind N2 we 660 bs ANCHOR CAPACITY TABLE, NOTE:FOR THE OFFSET CLIP,USE THE SAME.ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: r•RODUCT REVISED • • • • eeeo codwithltnFkr le 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Buildurg Coda • • 1.000^ noaePlw ed r�! •02 •°3 1 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, '� &Plrslian el, �� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE, BY FIGURE 3: Mtmnt t 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. III 1) • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2'OIbO" /� -1 F FIGU RES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �`�,�\ON?.........'Ize ANGLE CLIP MUST BE USED IN PAIRS. C� •' F'••,<,p 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED FIGURE 4: FIGURE 5: FIGURES; CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED Ir No.50705 - YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125" THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND,045'THICK(18 GAUGE).STRUCTURAL STEELTO BEAT 1"X 2"X.375^MULLION • LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND '•0 $ 6 T" THE MATERIAL.410&#12 ANCHORS INTO WOOD MAYBE STEEL,18-6 S.S.OR 410 S.S. �U^, SATE F r*�U' LLLLLL�1111���JJJ UU��IILL� i '•,ALJRiDP,.• ZONAL V A.CYNNMIIASS1,P.E. FL P.E.#68705 TABLE 3A MuillonCapacity Table Ibe/ft= v� OpeningWidth(for vertcely-sparclnBmUllans)orOpeningHeight(for holi2ontaW-speMrgmulllonv) rrr�ttt^� a 601n 601n 701n 501n go In 1001n 120 in 1401n 1601n o R4etmguinr Trepl nog. RectenpAsr R4pm--g, Realon9ulor TroplTdnrq. RecNnpl4r TmprlMarp, RechnpuW TrapMWg. Red III 7wKn.09. Rectniguln naprmam. Rsct4ngula Tm)V7dang. Rectong9lar TrWfil ng• a 1y 1 X 276 X Long lowing Loading loading Loadnp Loednq Loadng Losdn9 lnadn9 Lowing Lowing Lowing Lo dap Loading Loodng Lcadng L92*9 loading sY U .375Afum. Tubo _ �a n �ato Mullion _ E s� _ a_ q - .m 8 b. 8 .h 6 fi 6 5 fi� b.6 42 hr 170.0 e2e 470.0 435 170.0 744 170.0 478 170.0 869 170.0 808 170.0 M 170.0 618 170.0 1118 170.0 621 170.0 124 170.0 621 0.7 1301 170.0 521 127.6 1301 Wee 521 111.6 1301 170.0 521 O W f51n 170.0 703 170.0 524 170.0 850 170.0 584 170.0 902 170.0 630 170,0 1133 170,0 661 t5I.6 1139 170.0 e77 INA 1138 -IMV 113.9 1139 170.0 We 07.8 1139 170.0 680 88.4 1139 170.0 680 N 50.625 In 170.0 747 170.0 W3 INA 808 170.0 631 167.6 1032 1740 884 116.6 1072 170,0 723 170.5 1032 1740 747 117.0 1032 170.0 758 97.9 1032 170.0 766 87.8 1002 170.0 756 73,4 1032 170.0 758 W O (7 541n 170.0 707 170.0 612 161.3 907 170.0 691 1352 907 164.7 730 120.8 907 1526 720 107.5 007 145.0 714 95.5 907 141.1 118 80.6 907 140.0 709 69,1 007 140,0 709 60.5 907 140.0 709. ? C) 60 N 141.1 735 164.5 625 I V.8 735 130.3 611 100.5 735 118.0 599 842 735 106.2 590 75.4 735 98.6 683 70.5 735 95.1 678 58.6 735 91.8 574 50A 735 01.8 674 44.1 735 91.0 514 F_ J 63 N 121.9 666 130,0 570 101.6 668 111.5 557 87.0 066 941.9 547 78.7 568 90.1 636 87.7 866 53.9 631 80.0 666 70.6 628 50.8 666 75.5 521 43.6 868 76.0 621 38.1 886 76.8 021 j V In 1000 607 1124 522 96.3 607 80.1 till 75.7 607 65.0 501 662 607 77.1 4W 50.9 607 71.5 456 53.0 807 07.8 481 442 607 63A f78 37.8 607 62.7 474 33.1 607 627 474 Z dg k- 66 2` g 72 In 81.8 510 65.6 443 66.0 810 73.0 451 SB.3 10 84.3 426 31.0 610 57.8 {79 45.{ 510 53,3 413 f0.e 510 50.0 408 34.0 010 459 402 29.2 510 44A 398 25.3 610 44.3 399 ^2 N'F W 761. 644 458 725 400 57.8 450 51.7 392 49.0 456 54.1 365 43.4 456 45.0 '378 38.6 460 44.6 373 34.1 458 41.6 36a 20.8 455 37.7 362 24.8 458 38,0 369 21.7 450 35.7 355 Q r 701n 84.2 435 87.0 381 67.5 475 66.8 373 45.9 435 49.8 386 40.1 475 44.7 360 36.7 415 foA 355 721 435 36.1 351 20.5 US 34A 341 22,9 435 326 341 20.1 435 322 310 001n 41.5 321 43.1 290 34.8 327 30A 285 29.9 327 31.9 280 26.1 321 28.3 275 23.2 327 26.7 11'1 20.9 327 23.7 266 17.4 327 2t.0 202 14.9 327 t9.3 268 Q � Z N C 981n 34A 267 35A 257 25.7 287 29.8 262 24.8 207 29.0 248 21.8 267 27.1 244 59.1 257 20.9 240 17.2 257 19.3 237 14A 207 109 232 ~ 6 0' fn x1� ��= 1051n 242 227 21.7 205 20.2 227 20.6 201 17,3 227 10.0 toa 16.1 18.0 193 W o a'� ti 111 In 223 21S 22.7 104 10.9 215 19.1 191 16,9 215 146 106 lY N ? N 1201. 17.6 154 17.9 167 V X Q ' � BLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: a c- No sem, Anchor Ce ael Table IW '" 9uhalmir. 2.7R Corerele 7.Sh Cori;. Holaw CMM FNed CMU FT 11hed Mem (DP_)X f ANCHOR CAP.,,,,,,.,,)=ANCHOR CAP.- S16'EkA tl4.6SEko3/15•Elao11YSSEkoN1081ee1 Y1291ee1 Y128ted `MULLION CAP„q,,,,, Anchor Clip Patterns Ana-Type: 3110 E Ul meat 114 Eko Ul ecm 3118'Elco UlUecan 114 Elco UW4eM UlV E10 ApyeGEor •Tames. /4-ES etor 010 SIml s 128INI S 12 Ste 5) USE THIS FORMULA TO OBTAIN THE ANCHOR Edge DoWca(tn), 1' 2-1rr 10 2-fir 3.11W 1' 2-Ur r 2-112• r 3.1ra z 0.48• 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Elnbednml(n 1814' 1-314• 1.314• r 1.114• 1-1x4• 1-114• f 114• 1.1H• 1-w• 2- tare' fare• ferias ACTUAL PRESSURE REQUIREMENT FORTHE 2 Amhont 4.73•MYh D.C.I stWnd orOYscl dip(Fig.11 390Ibs 3g01bs 45015E em k; 1644 Ws 270 be 2501b4 351lb T401bs 3141os 6641bs 9401bs 341 ft 4421ba We Lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchor;®1.15 Min O.Q I SUndmd(or O5;e1)Clip ft.27. 460 Ib. 700 lbs WA WA WA 3801bs WA WA WA WA WA 6821bs 695 tbs 1120 We CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Ancho.0 T Min.D.0-7(2)W Argla CUps I(Fig.3): 780 @8 75016e 680 lbs 15W Ibs 1096 VA VO 03 5601W WA 760 lbs 748 Ua am w 1892lbs 652 ks 885 t5s 1120 ba MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anchm 0.45•Min.O.C.I U a Wo.12V Alam.(FKL 41 WA WA WA WA WA WA WA WA WA WA WA WA -NIA WA 71525 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anctwl FLYp(Fig.51 193 ks 195 IM 225 NA 445 W4 821 Wa 135 Ib. 1401b4 17710s 310 W 107168 332 Ws 473 W 170 Ws 221 leo 2801W ADDITIONAL ANCHOR OPTIONS FROM THE 2Anotq 1.15'MIn.O.CI F{7 (Fig.6): 240lb$ 35010; WA WA WA NIA 190Ibs WA NIA WA WA WA M1 W3 442 Ws 580 Wa ANCHORCAPACITY TABLE NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24, pRonucT RBVISBD 03 complying with theFID91c t Building Code 172i8.Oj uce NO FIGURE I: FIGURE 2: TABLE NOTES: 1,000' Eapir lr'gn DatC V 2021 --1 r-- 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By 0710SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. +i do Product WIIU9i FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE "(LYASV 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2750• \����`,•''�10ENgF'••�F.;b �� F * I HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. F FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 'i' No.56705 •'r ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED FIGURE 4: FIGURE 6: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED '375• !/` �+ YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083 T5 AND BEA MINIMUM OF.125• f� S/ 1(IE 16:1 • THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045°THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1•X 2.75•X.375'MULLION F4t 0R10P,••'yC?\ . • • LEAST.125°THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ' Ccs THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,16-6 S.S.OR 410 S.S. �Ai FYrIL P'.E.�58705 TABLE 4A a Mullion Copeofty TablaIbaW Y Opening Width(for vereca,ly-sparvirg mU6ons)or Opening Height((or h3dzaiafty-spe[nhg mtlliore) ^� 501n 001n 701n 00 h1 In 1009 1209 UD In 160 In 1712.76% Rectangular Ttop/01arg. Rectangular TwprTdu4 Roolmoulu Trapnrdarg. Rectengdiar Tr.p/rd8m. Rectangular Trapf7dong. PWanDJu TraPOTdang. Rectangula Tra"ong. RaotwgMw Trapfr1mg• Rectangder TMwEdang. .860 AlYm. .Loading Loading Loading Loafing L09ft Loading Loading Loadne Loading loading Loading Loading Loading Loading Loading Loadng Loft loading Tube b t.Mullion CM u a v a F x F F F F F LL U U 11 u u u u u uAl I a I a I I I i, z 11 1 v u m $ l.. 11 $ e. $� to 00 W JA 429 170.0 820 170.0 435 170.0 7N 170.0 418 1700 600 170.0 508 170.0 M 170.0 510 170.0 1110 170.0 521 170.0 1210 170.0 521 170.0 1468 170.0 521 150.7 1620 170.0 521 13&8 1620 170.0 521 J W /81n 170A 708 170.0 574 170.0 850 170.0 584 170.0 292 170,0 630 170.0 1133 170.0 601 110.0 1275 170.0 071 170.0 1417 170.0 800 1413 1417 170.0 6a0 121.5 1417 170.0 660 100.3 1417 170.0 600 _ E rn 50.625 In 170.0 747 170.0 563 170,0 096 170.0 e31 170.0 1048 170.0 064 170.0 1195 170.0 723 1626 1288 1700 747 146.3 1266 170.0 750 121.0 1266 17x0 750 104.5 1288 170.0 756 91.4 1268 170.0 756 W C C) 541n 170.0 797 170.0 612 170.0 VA 170.0 691 170.0 1116 170.0 754 150.7 1130 170.0 503 173.0 1130 t70.O 837 120,0 1130 170.0 650 100.5 1130 170,0 661 6a,i 1130 170.0 601 75.3 1130 170.0 661 ? c N 60 In 170.0 SW 170.0 701 140.6 916 1023 761 125.5 915 144.5 746 100.9 21S 1323 735 97,8 015 423.9 720 57.9 015 110.6 720 73.2 015 114.4 715 a2.0 215 114.4 715 54.9 915 114.4 715 r (� 63 In 151.8 630 181.0 710 128.5 030 136.9 694 1065 530 123,2 661 01.0 070 1122 810 64A 630 101.8 662 75.9 930 88.4 658 87.3 630 04.5 818 642 670 94.1 849 47.4 630 94.1 049 LULU 80 fi 1321 757 140.0 050 110.0 757 110.14 836 84,3 757 105.9 024 026 767 98.1 614 T3A 757 89.1 606 B6A 757 61.2 000 fi5.0 TS7 70.0 803 47,2 757 76.2 591 41.3 757 70.2 501 72 In 101.7 838 106.0 552 34.5 030 OLD Me 727 836 80.1 We 83.0 039 722 621 58.5 838 86.5 014 50.9 036 023 506 42A 630 57.2 500 70,5 670 55.3 497 31.8 830 55.2 497 Z T61n 66-5 671 90A 486 72.1 511 78.6 468 81. 71 67.4 479 64.1 671 00.6 471 48.0 571 65.5 484 43.2 671 171.6 459 38.0 571 47.0 451 30.9 671 44.6- MI 27.0 571 N.S NO 4 781n 80.0 042 87A 474 68.7 542 70.0 465 57.1 542 62.1 456 50.0 542 55.7 MB 44.4 542 51.0 N2 400 512 47.5 477 333 542 42.9 429 28.6 542 406 425 25.0 542 40.1 423 Q N `o 901n 52.1 407 53.7 381 43A 407 45.4 355 37,2 407 79.6 348 325 407 35.3 343 28.0 407 32.1 190 29,0 407 28.8 334 21.7 407 20.1 327 16.8 107 24.1 372 18.3 407 23.0 Mg Q B7 Z � G BB In 420 330 M.1 N242 35.5 350 37.2 314 30.7 358 324 309 Me 358 206 301 23.0 350 25.1 300 21.5 356 24,0 206 OR 356 Z1.0 260 ISS 355 19.2 204 x � � tell M 30,1 287 30,8 26,1 283 26.9 251 21.6 263 71.5 247 10.0 263 199 244 16.7 283 10.0 240 15.7 263 18.6 237 W 111 In 27,0 267 28.3 23.1 267 216 238 19.6 287 20.6 235 17,3 267 18,3 231 15.4 201 10.5 276 x1201n 77-0 222 71.3 18.3 710 158 205 16.7 229 102 202 Q TABLE 48 a `� z min y, ANCHO CAPACITY ADJUSTMENT FORMULA: O go Anchor Ca ItV Table Iba ANCHORCAP.,g,,,,, 0� Subsl,ale: UK Comet. 3.5h Com. Hom cmu Fl9adCMU PT wood Mata[ (DP,")X� )=ANCHOR CAP.,,, arca 5,10•Eko 114.85 Eko tine'Eko 1M•SS Eko 910 Steel 91251ee1 Si251edi MULLION CAP.,,,,,,,,,,• Mahar Clip Patterns Mctror ry9e: yta Elm ul0pcon ir4•Eko uWncan uiumon y18'Elco Uitncan a+'Elco uteecon AgglGator Uluw- Awrecalor Screw(051.crew(GS) scmr(051 USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Distance fin); 1' 2-1Q• 1- 24rr 3-1w 1• 241r 1• 2.72` r 3-Ur r 0.46' 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN EmWdatmlM): 1.314' 1.3ry 1lv4' 1.34• 2' 1-114' 1.114^ 1.114• 1414' 1.114• 1.110 r 1.V6 tW blies ACTUAL PRESSURE REQUIREMENT FOR THE 2Ammn®4.75,Mod O.C.iStandmdor Oriel Clip(Fig.1): 3D01b4 Melba 4509s 8909. 16449. 27006 28DIbs 354 lbs 7409. 31411. 66419 946 ma 3419. 4421m 5909. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anch015 01.15'Min.O.C.1Standud(o(Oftel)COP(Fla.2): 4801m 700 9m WA WA WA WA WNW WA WA WA WA WA 092 96 8851 112011. CAPACITY{FROM THE TABLE)OF THE SELECTED 4 Archon;®3'Min.O.C./(21 ZA5 Argk Ups I(Flo.37 780 lbs 7809. 6609s 15609. 18%Ib. 6109. 560 IDS WA 76011 746115 WD lbs 15921b5 eel m. 6955. 112096 MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 ArmelSore 410,45'Mn.O.G 1 U1JIp,Inlo.125'AWm.(Fig.4X WA WA WA WA WA WA WA WA WA WA WA WA WA 716 9s CAPACITY WHICH MAY BE USED TO QUALIFY I Am?-/F-Clo .5); 1959s 1959. 225 1b. 445116 82211. 135 Ibs 140 tbs 17793 37096 157 Ob. 3321b4 4739. 170 t5e 221 as 28099 ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anc[kn 1.15-Mia.O.CJ F-OI (F4.BY 21011. 350IOs WA WA WA WA 12010. WA WA WA WA WA 341 Lbs M210a 5609. ANCHOR CAPACITY TABLE. PRODUCT RRVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. A4 complying with the Flarib Build'urg Code V OMIA NO FIGURE 1: FIGURE 2: TABLE NOTES: AcdC scion L $C7l • . • • -•-� 1.000' r PxpiratiorS Ddk 1 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. B r • 1 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Miran'``d`P } �r IVNIAI 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `V FIGURE 3: ` `�`�h��,.•�1C£NSE ••�<•� �: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750" ROLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Nu.58705 ANGLE CLIP MUST BE USED IN PAIRS 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 650' :-u•;"'N (.�j �• CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0,65,ALUMINUM SHALL BE 6063-75 AND BE A MINIMUM OF.125' O S'AT THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK 18 GAUGE).STRUCTURAL STEF1 TO BEATF/.OR(O- LEAST.125"THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND V X 2.75'X.850'MULLION ""1, •-•-•_ \' THE MATERIAL 1110&012 ANCHORS INTO WOOD MAYBE STEEL,18.6 S.S.OR 410 S.S. ds�"011111111"- 11�\ LLLLLL 1��JJ A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 5A a� � Mullion C!Paolty Table Iba w) Opening Wlatl1(for vortira*spaml1lg mUNons)or Opening Htlght(tor hodmdaly-3pamlrg mW6ons) putt�kst C solo BO In 7D In 50 In 901n loo in 12Din 1401n 1801n O Raolentp4x Tep•i8ang. Recle�Nar Ttap77dwg. Reolengnlu TaplTd9ng. RectwgJer T1apfl1lenF ROclengWar TapRdeng. Roa4n9Jar Trep!Tdan9. ROotenptlet Tep7Mang. Ro41e„gJar TnfpRdeng. Reole�der Tapfng. ~ 1"x3.125"x Loading Loading Loading Loading Lo6dng Loading Loading Loaclny Loading Loading Loading Loading Loading Loading Loading loading Loading l.oaTdaD AV aY J .500"Alum r 2: r r r r r r 47 J17 E r u Tube Mull '� ... ., ^ a. b Is 7t. 6� p € a. U)Iw- floil1� -11,1142fIft "i1 42 _ ito 4291 170,0 520 170.0 435 170.0 744 170.0 476 170,0 800 170.0 500 170.0 991 170.0 510 170.0 7710 170.0 521 170.0 1240 170.0 511 170.0 1488 170.D0 1735 170.0 521 164.4 1502 170.0 521 45In 170.0 705 170.0 524 170.0 050 170,0 604 170.0 992 170.0 639 170.0 1133 170.0 601 170.0 1275 170.0 077 170.0 1417 17Q0 880 157.7 1577 179.01 1577 170.0 600 116.2 1577 170.0 050 �50.825In 170.0 747 Wall 563 170.0 580 170.0 631 170.0 104 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 17Q0 1481 t70.0 758 141.7 1495 57005 1495 170.0 758 106.3 1495 170.0 756 6410 170.D 797 170.0 012 170.0 965 170.0 69l 170.0 1118 170.0 764 170.0 1275 170.0 503 168.1 1401 170.0 837149,11 1401 470.0 B58 521.0 1405 170.0 .5 7405 170.0 651 93.4 1401 170.0 801 601n 170.0 865 570.0 701 170.0 1063 170.0 797 1565 1156 170.0 070 138.7 1150 167.0 928 123.3 1150 160.6 017 111,0 1156 140.7 010 92.5 1166 144.6 1158 144.5 90.3 69.4 1168 144.6 003 631n 170.0 930 170.0 745 159.8 1010 170.0 850 137.0 1049 155.5 860 119.8 1049 441.7 548 100,5 1049 132.0 836 95.9 1049 125.5 820 70.9 1049 110.35 1019 110.0 019 60.9 1019 1109 579 001n 166.0 655 170.0 789 139.0 965 161.3 8111 1191 955 133.7 788 1111.2 955 IVA 776 61.0 055 112.6 765 039 966 100.4 167 69.6 0% 119-0 865 98,7 740 62.1 9% 00.7 740 Z Cn 721n 1265 803 [6-5.7 09] 507.0 803 114.9 002 91.0 603 101.1 670 00.3 803 91.2 858 719 803 87.9 819 613 803 79.6 842 53.5 807 721 532 459 803 89.8 820 40.1 803 89.7 817 J Z 781n 100.2 721 829 91.0 77l 87.0 018 70.0 721 86.1 005 88.3 711 70.5 595 60.7 721 70.1 588 64.8 72l 059 670 45.6 721 69.4 609 38.0 721 50.6 681 34.1 721 50.1 603 Q ' r 7811 101.0 584 500 642 684 89A 587 72.2 664 70.4 570 83.1 604 70A 667 S65 881 04.4 558 60.5 684 560 $51 42.1 861 54.1 541 30.1 504 51.3 630 31.6 884 50.0 534 F- Q N O Z 90 h 65.8 514 458 54.0 614 57.3 M8 47.0 654 50.0 MO 41.4 514 44.5 433 39.6 514 40.5 477 329 614 37,3 421 27.4 614 37.0 412 21.5 514 30.4 400 20.6 MAI 20.0 403 ¢ �? Z W o h 3y ��•� e81n 54.2 452 401 452 452 47.0 396 38.7 452 40.9 390 35.9 452 38A 384 30.1 452 720 378 27.1 452 30.3 373 72.0 452 20.5 705 19.4 452 24.2 359 16.8 452 22.5 3551001n 36.1 357 322 31,7 357 327 717 27.2 367 269 312 23.0 557 25.2 300 21,1 357 22.7 393 10.0 337 20.8 299 75.0 357 10.0 293 13.8 357 1fl2 297 11.0 337 15.0 103 W r 1111n 35.1 336 35.8 708 29.1 338 30.1 301 15.0 338 2B.t 290 11.9 516 23.{ 292 19.5 338 20.6 260 175 336 10.0 204 {4,0 330 16.5 278 126 370 14.8 273 11.0 338 13.6 289 t+7 CO to 1201, 27.7 282 28.2 263 23,1 288 23.7 258 19.8 269 205 256 17.3 209 10.1 252 15,4 28e 16.3 249 13.9 209 111.9 240 11.0 289 128 240 9.9 280 11.4 218 0.7 289 50.4 232 Q Q 0 DI TABLE 5B D z o to ANCHOR CAPACITY ADJUSTMENT FORMULA; g$ �a�I AnchorCo ad Table{ba ANCHORCAP.,o,. Sutauale 2.7lc Mwde aha Cala. H0110W CAU I FHMCMU FwT WOW Me4a I (DPq)X♦% )=ANCHORCAP.-Anc '719,EltO 114'63 Elco 5116`Elco VY SS Elco 6lo steel 012stael a12 steel MULLION CAP.,,,.,,,,c Anchor Clip Panama � 31ISEIcoUnram vrElcouaracon Unman 3n6•Elcoun�m vrEl[ou8nawn AgpcOaor UAnacae AligniGdior Stw(05)Screa(65) SEWN(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Eage aslame On t" U3501b5NIA 1• 2-tir 31R 1• 2.112' 1• 2-Vr r 9118• 2 0.48• 054• .sir CAPACITY REQUIRED"CORRESPONDING TO AN EmbBfttnl talo• l• ta'r r VAI 1.411• 1-114• 5-vr 1.114' lair r tam• tar vales ACTUAL PRESSURE REQUIREMENT FOR THE 2ancton 4.7tr MIn O.C.1 ndworO6et + 3®ws Ms MORS tr44 ws 270 an 8s 364105 740165 Jaws al ws tlas E60 we OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors®1.15•Mn O.C.13taaaa(or Met)Clip ft 4 480 IDsIA wA NTA NIA UDws NIA NA WA WA win -N2-lbs 685 ws tf2aaa CAPACITY(FROM THE TABLE)OF THE SELECTED 4 anclnn®3•Mw.O.C./ 2n5n C ,797 3) 780 win. Ito 1580155 1808105 540105 680x8 NIA 760105 715103 OWNS 1692I1s 662 win 686 Ws 1110 ps MULLION.IT WILL YIELD AMINIMUM ANCHOR 9Aretoia®O.W Ma1 O.C./Ur.6p,Ode_32B AWw,fflg 4y NIAA WA rug WA WA NIA tug wa wA 1ua NIA wA 1973 as CAPACITY WHICH MAY BE USED TO QUALIFY I AMhW1 FLip 195 arsM 445as 9221n 135ws 14095 177 ws 370IDs 1sT ws 33210a d79w7 Van 221105 2EO w% ADDITIONAL ANCHOR OPTIONS FROM THE 2 AAchons@ l.lY Min O.CJ F-C (Fig.67 240 wsIA WA N!A NIA 190 as NTA WA I NIA I WA WA 1 34INA 1 44ZKS !80105 ANCHOR CAPACITY TABLE. NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FRODUCI•RGVI98D os wmplylns with Sin Fib" H 1.000'-I Ruilding QOde FIGURES: FIGURE 2: TABLE NOTES: Bettletiwm tZ)g�A1021 1)SFE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Dario IS'b AnduG 11511111117] 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3 526, � 1,y ••! /�! 3: &.O[.P1S. .•ep FIGURE i 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23 �1 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ;' NO.56705 0-71 F ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '500" CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 0'• Fj G LIl" FIGURE* FIGURE 5: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 0063-T5 AND BE A MINIMUM OF.125" 71/ :C7 THICK STEEL STUDS TO BE A MINIMUM GRADE 33 ANO.045-THICK GAUGE).STRUCTURAL STEEL TO BEAT 1-X3.126'X.6'MULLION (1'VF MULLION) �+�, .rLCR117 LEAST.125"THICK AND 930.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND �" •' �C'1� THE MATERIAL#70&#12 ANCHORS INTO WOOD MAYBE STEEL, S.S.OR 410 S.S. A.7LYWIMLLER,P.E. FL P.E.#58705 TABLE OA oE44!� Mu111on CaP&cltv Table IbAW x14 a Opening Width((or\e(brs9ysparving mullions)or Opening Height(tor roAzonlaDpspalrirg minions) 601n 60 In 70 b1 00 In 00 In 1001n 1201. 1401n 1001n d o Rxwlp�lar 1rW/TMarlO. Rectangular TraplTdang, Rectangular Tteplglerg. RaUarpdor Th+plfdeng. RecWrlgWar Tra(YTdenp, Ractarrgder I Troplydsng. Rectangular Tra{YMeng, Rectangdat Trap(rdan9. Raclenpller hepllllarw. q g Ix4X.126 Lending Loading Loading Loadina Wading Loadng Loodng Loeduq W*din U0.0 Loading Loadrlg Loading Loading Loading Loading Loading Loading aY v Alum'Tube t f -f -E -f •-E -f > Mullion !214 170.0 820 170.0 175 170.0 744 170.0 476 170.0 868 170.0 500 170.0 882 170.0 610 1740 1118 170.0 621 170,0 1240 170.0 821 170.01 1488 170.0 611 145.81 1489 170.0 621 127.61 1168 170.0 321 W 461. 1170.01 705 170.0 624 170.0 858 170.0 581 170.0 992 170.0 670 170.0 1139 170.0 681 170,0 1276 170.0 877 160.3 1303 170.0 660 130.3 1300 170.0 880 111.7 1303 170.0 680 87.7 1303 170.0 880 50AMIn 170.0 747 170.0 565 170.0 age 170.0 031 170.0 1046 170.0 664 170.0 1165 170.0 723 158.1 1235 170.1) 747 140.6 1235 170.0 755 117.1 1235 170.0 756 100A 1235 170.0 768 67.8 1235 170.0 756 W O$ Q 541n 170.0 797 170.0 812 170.0 950 170.0 681 170.0 We Woo 164 134.4 1168 170.0 BUb 137.2 1138 170.0 837 123.6 1186 170.0 658 1028 1168 170.0 881 682 1160 170.0 061 772 1168 170.0 881 CO O I- M 8041 170.0 685 170.0 701 166.7 1042 170.0 797 1429 1042 161.1 032 125.1 1042 146.7 615 111.2 10{2 15&6 601 100.0 1d2 730.2 7BI 814 IW2 120.1 762 71.6 1012 125.1 702 620 1041 125.1 782 1=- m J 63 In 170.0 930 170.0 745 151.2 992 1016 We 129.6 902 144.4 709 113A 992 131.0 792 100.8 992 121.0 760 90.7 992 114.8 755 75.6 992 105.4 746 54.8 892 108.0 744 58.7 981 108.1) 744 ? � I In 165A 847 170.0 788 137.8 947 148.0 786 118,1 947 130.3 768 103.4 847 117.7 752 01.9 947 108.7 738 52.7 947 102.2 727 68.9 047 95.1 713 59.1 047 54,0 711 51.7 947 64.0 111 113 0 72 h 733,9 1149 1427 737 113.2 949 121.8 722 87.0 849 1088 708 81.9 619 984 696 75.5 819 68.7 868 67.9 818 627 876 60.6 849 76.3 858 18,6 619 726 662 126 819 724 851 IILL 70 in 116.6 762 1203 665 98.3 762 102.6 652 62.5 762 00.0 640 72.2 762 B0.0 629 84.2 762 742 620 57.6 762 69.2 613 48.1 762 62.9 602 41.3 762 .689 597 36.1 782 69.4 6% JQ J�° u Z S 7814 108.8 724 111.0 934 89.0 724 e{,0 821 78.9 724 82A 809 69.8 724 71A 699 68.4 721 88.1 691 WA 721 83.1 683 M.5 724 67.3 673 38.2 724 61.5 687 35.1 774 673 565 � � r 9014 69.6 543 71.8 463 680 513 60.7 474 49.7 643 629 488 41.6 843 47.1 456 388 643 426 452 34.8 543 39.5 446 20.0 643 34.8 438 243 W3 32,1 430 21.7 50 30.7 428 Q 2 Z N O gbh 57.5 475 08.9 127 17.8 478 487 419 40.9 476 43.2 412 35.8 478 386 406 31.6 478 34.a 400 287 478 328 396 23.9 476 26.1 366 20.5 476 25.8 J50 17.9 478 7A2 378 04 fl O 1061. 403 3T7 41.1 341 33.5 377 34.9 335 26.6 377 30.0 330 252 377 26.0 325 224 371 24.0 3Z1 241 377 22.0 317 18.8 377 1g.0 310 14A 371 17.1 304 (n 7 O III In 37.1 357 37,8 323 30.9 357 31.6 318 20.6 357 27.6 313 23.2 357 24.1 300 20.6 357 220 305 166 357 20.1 301 15.4 357 17.4 294 N 1201n 2g3 303 20.5 278 24.3 306 25.1 274 21.0 3D9 21.7 270 18.3 308 78.2 267 10.3 306 17.3 253 V x Q O O 144 h 17.0 212 17.2 196 Q._'- z rn (n TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: w Anchor C ael Table libel � ANCHOR CAP.,, ,,,, subeln w. 2.711 Cawreia 151r Caw. H00W CMU Flied CIAU PT Ylotd Mehl (DP,)X( )=ANCHOR CAP.,,, Sib•Elea 114'68 Eco 5119•Elco 117 S6 Eke MO Steel 8126Leel 111231.14 MULLION Anchor Cllp Patteme Me1w`7yPo 3118'Eke WVeeon tp•EW Ul6econ Ulvocce 3178'Eco Ultraeon 114•'Eke Ulacon Aggraaetor u0wcon AggnGatar strew(G5)S..W(GS) scree•(G51 USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Distance(Ink r 2-Ira' 1• 2-Ur 3.118• r 2.1n• T 2-12' Y 3.119- Y OA5• 0.51- 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Embedtenl([at 1.314• 1-314" 1-v4• 1-314- r 1-14• 1.114• VIA* 1-114• 1414• I-ile r 1ar8' tare• larva ACTUAL PRESSURE REQUIREMENT FOR THE IArwmm 4.7WMin.O.C.IStandwdorOrAetU (Fla.MU 3901s 390118 45013 We too 1644 lbs 270 Me 20Dlbs 354 lbs TAO Im 374It, 864ibs 84a1m 341 w3 44x118 5601s OPENING,WHEN IT ISLOWERTHANTHEMULLION 1 Arwmis®2.25•Mln.O.C.I Standard(of oa:M)Crp(F9.3k 700 W6 700118 550 Im 1410118 952 W WA 660Im IgA 030118 WA Seg We WA 021s ea5lbs 1120118 CAPACITY(FROM THE TABLE]OF THE SELECTED aArwtwm 1.15'Mh.O.C./8lenderd("Offset)Cip(F14.4k 960111 1400118 WA NIA NIA WA 760Im NIA WA WA WA WA 13113 W4 1770 P. 22401s MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anch)r. ]'Mln O.C.!(2)245 Argk Clips 1('12,5)r 780 M 7601bs 6801W 1500118 1690 ib- 640 @c 5601bs WA 760" 746 Im 680118 1592 M 6821 W 385118 1120 ars CAPACITY WHICH MAY BE USED TO QUALIFY BAnctwn 3'Wm O.C.! 215 Angie Caps i .Bk 7170118 11701ba 1020 W 2340118 2844 be 910118 840 ms WA 1140118 112216 1320 W 2838 Lm 10221611 1327118 7060 Wa ADDITIONAL ANCHOR OPTIONS FROM THE 4 Mahon 00.45'Mn.O.C.lU-0p,hb.125'Abm.(Flg,7k WA WA WA WA WA WA WA WA WA WA wA WA WA WA 1430 WS ANCHOR CAPACITY TABLE PRODUCT REVISED 2Anthas022VIAIn.O.C/F-0(P(F19Bk 350FA 350M 290 We 705118 47a be WA 260118 WA 315 lbs WA NOIm WA 34119 4420. o-tes esrnmplyin8lrifhWo[7ui44 4 Are-two 01.15•M9L O.C7 F-01P(Fig.91 480 MS 700106 WA WA WA WA 380118 NIA WA WA NIA WA 88216 885118 11x0IDa Building Cade NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1.000" f-- Accepta m Na l -bxl$,p 5 rLxpirmion D2k �19i( TABLE NOTES: FIGURE 1: FIGURE 2. FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: • • • • • • • • • 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 \\��\U\% 1/� • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE ` �"''\\DENSE F? • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000' �,50705 it ":I TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW FIGURE 5: FIGURE 6: FIGURE7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. �• �6 .' LUiZ. • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FI-LEDS VIE l' • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW -.125' �'�T"i�Q� /`COR1V P. , SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T5 AND BEA MINIMUM OF.126•THICK STEEL /:,S�r/S"'•••" ��, STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(1 B GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125' ICK TH ANGLE CLIP(FIGURES 5$6)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10& 1'X 4'X.126- A.LYNN MILLER,P.E. N72 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE 7A '.R Mullion sltt� Table Ibxg� x Opening Width(forve16celysparsing mullions)or Opening Height(for hoA7aAal"panring m icons) WWW1O#4� 501n BON 701n 8010 go in 7001. 1201n 14061 ISO In di 1 x 4%.376 Rectamiular Trnprrderv. Rectonguror Toplldano Real 04 Trap7Tdong. Ralmgom TrapRdang. RectwgNer Tapfidan9. RaclangWar Trop/Tdong. Reotan gulm Trep/rde.g. I(nclanpler Trep/rdmv. Racf•y.4ar VapRdeag. qK Ist4 Tube Dlaadtng dnecing Landing Loadil9 Loading Lancing lancing Leading luadng aLosdng 'Lending Loading Loading Loading Lancing Loading Leader; LancingAlum �y &.r- '0 rF.'_ Mullion � 3 �� � Co 91 a a Z �- o 42 In 170.0 020 170.0 435 170.0 744 170.0 476 170.0 668 170.0 606 1740 992 170.0 1119 170.0 1110 170.0 521 170.0 1240 170.0 521 170.0 1456 170.0 521 170.0 1735 170.0 521 170.0 1903 170.0 521 J W 40 In 170.0 706 170.0 524 170.0 050 170.0 564 170.0 902 170.0 830 170.0 1133 170.0 061 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170,0 650 170.0 1903 170.0 860 ISLS 2024 170.0 660 _ KW 170.0 747 170.0 663 170.0 696 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170,0 1319 170.0 747 170.0 1494 170.0 766 170.0 1793 170.0 750 166.0 1918 170.0 750 136A 1918 170.0 766 W O g 541n 170.0 797 170.0 812 170.0 950 170.0 691 5740 1118 170.0 751 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 858 159.9 1709 170.0 6611 137.1 Vill 170.0 661 120.0 1799 170.0 681 m 4 F" 47 6010 170.0 065 170.0 701 170.0 1063 170.0 787 170.0 1240 170.0 678 170.0 1417 170.D 944 170.0. 1694 170,0 990 155.5 1810 170.0 1033 129.8 1618 1740 1063 111.0 1819 170.0 1083 97.2 1619 170.0 1D63 F=.- J 63 In 170.0 930 170.0 745 170.0 1116 1T0.0 850 170.0 1302 170.0 940 170.0 1468 170.0 1015 156.7 1542 170.0 1076 141.0 1542 170.0 1122 117.5 1542 t68.5 1156 100.7 1542 167.9 1167 68A 1642 157.9 1167 6610 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 150.6 1472 170.0 1086 142.0 1472 156.6 1146 128.5 1472 168.8 11J0 107.1 1171 147.0 1108 91.8 1472 110.0 1104 60.J 1472 146.0 1101 Z U5 � T21n 170.0 1053 170.0 876 170.0 1273 170.0 1009 150.8 1320 186.2 1101 132.0 13211 149.9 1082 117.3 1320 137,8 1088 1018 1320 1246 1049 60.0 1320 117.0 t024 73.4 1321) 1126 1013 040 t742 112.6 1012 2 W d 761n 170.0 1122 170.0 937 149.6 1104 169.4 1017 126.2 1154 139,9 094 112.2 1184 125.7 075 99.T 1154 115.3 884 80.6 1184 107.5 952 74.6 1184 97.6 935 64.1 1184 93.1 927 68.1 023 925 Q J IB In 185.1 1124 170,0 987 1344 1124 147E BBS 116.8 1124 126.6 847 103.8 4124 115.6 931 82.3 1124 105.6 018 63.0 1121 06.5 008 80.2 1124 69.0 B90 59.3 1124 84.3 681 51.9 03.2 878 F, 001n 1041 844 111.6 750 90.1 644 91.3 738 77.2 8" 52.1 724 67.5 014 73.3 712 60.1 614 68.6 702 54.0 SM 61A 693 46.0 614 542 676 38.0 544 50.0 668 33.6 47.7 662 Q � Z N � 981. 89.1 742 91.5 683 74.2 742 77.2 652 83.8 742 67.2 641 517 742 59.0 631 49.6 742 SLI 622 44.5 742 49.5 Bt4 37.1 742 43.5 600 31.6 742 39.6 600 27.6 37.5 504 1- 110 amo108In 82.0 580 WA SJO 62.1 586 63.0 521 1{,7 588 48.9 513 39.1 506 41.4 505 34.8 666 37.3 498 31.3 506 34.2 492 26.1 558 20.0 481 223 566 28.6 472 19.5 24.7 488 Fn CQ 111 In 57.0 555 5a.6 503 48.0 655 49.6 495 41.2 655 42.0 407 30.0 655 38.0 450 32.0 655 34.2 473 28.8 656 31.3 487 24.0 1155 27.1 457 20.6 635 21.7 148 16.0 555 224 411 � X � Y _ 120 in 45.6 475 46.4 433 30.0 475 39.0 420 32.6 475 33.7 420 20.6 175 28.8 414 25.3 476 tag 409 228 473 2A.5 401 18.0 {76 21.1 393 fa3 176 10.7 757 11.3 475 17.2 381 V Q y 144 In 26A 770 26-7 305 22.0 J30 22.4 301 140 330 19.3 287 16.5 330 17,0 283 Oa.tX Z m� N TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: Aneher Capacity Table lbs IMA Substrate: 2.7k Concrete 3.5kCann H011mcmu FdkdCMU PT Wood Metal (DP„")X/ANCHORCAP.,,",,,,"")=ANCHORCAP- � 13 � P- A 5116•Elco 114•SS Elco WIV Elea 114.68 Elco 1108 412 Steel q2 Sled 1`MULLION CAP.,",.,,,,. Anchor type: 3H8'Eko Uluaeon 17d'Elco Unraoan 3118'Elco Ultrgcon 1142 Elco Ulaecbn Anchor Clip Patte4a6 ulUeeon AgpreO4tor Unmcon AggreGaror eclew(Gs)screw(05) screw(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR rage oiclence(N): v 2-trr 1" 2.1/1' 3.118' 1• 2-10 1• 2-trr 2• 3418' z 0.40• 1 O.W 0.324• CAPACITY REQUIRED•CORRESPONDING TO AN Embedment 0# 1.314' 75X4• 1-314• 1-Jr4' 2• 1.114' 1-1114• 1.114' IAA 1.114' 1-110' 2' 1'18• td16' wMs ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchom®4.75 Min.O.C.I Standard ar O6sel Cl'p(Fig.162): 39011, 390lbs 450lb3 890 ran 1644 pip 27091, 28011, 3541. 74011, 3741ba 084 lbs Milan 341 lips 44211, 5wme OPENING,WHEN IT IS LOWERTHAN THE MULLION 4 Anchm9®2.25 MN.O.C./Standard(orO6sef)Clip(Fig.3): TOD I1, 7001. 5801. 14191. 952 be WA malba WA 630[as WA 60011, WA 6821. 88511, 1120 t. CAPACITY(FROM THE TABLE)OF THE SELECTED 6Anchm®I,IT MN.O.C.!staMerd(arChel)Clip n.4k 900 lbs 1400 ran WA WA WA WA 76011, WA WA WA WA WA 13631. n7o lbs 22401bs MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anchma g 3'Mtn O.C.!(2)2X5 Angie Clips I(Fig.5).'l 780 bs 7801. 690 0. 15601. 1896 Ms 540 IN 6601. WA 7601. 74811, W Ilan 1892 ran 682 9s 8051. 11201ba CAPACITY WHICH MAY BE USED TO QUALIFY 6 Aoalmn 0 5 Min.O.C.1(21215 Argle Clips I(Fig.6): 1170 It"' 11701. 1m lbs 23401. 26441. 0101,3 WIW WA 111011, 112211, 1370 611 26.161. 1022110 1327110 tees I. ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anaham®0.45'Mir.O.C./UC9p,tato.125•Abm.(F41.77 NIA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1430 IN ANCHOR CAPACITY TABLE 2 Anxlwln 49225'MiL QC7 FL11D[Fq.ST J50 Is 350 Its 29011, 7051. 476 Its WA 2801. WA 3131. WA 4401. WA 341 Ibs 44211s 5001b6 PRODUCT RRVISCD 4 Arnchas®1.15'MN.O.G!I. (FI4 9r IB01. 7001. WA WA WA WA 3601. WA WA WA WA WA 6821. 885 baa 11201. us complying with cite Florida Building Colo -10 24j3.03 NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. •-� 1.062' r •-^� 1.000' f•^ Acxpla Ne 1�O' pilar n Apto47 '2 TABLE NOTES: By FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE& FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Mlam' o lmduol • • • • • • • • • • • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. t 1 I I 1117 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE �� 0�..•• C(e i� • • • • • • • • • • 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 4.000• 4.000' Nv.5070� , SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. FIGURE 5: FIGURES: FIGURE7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND "-L7�•,�' �' 16 •\All • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE t ;fell'TG G•Y U • • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE -_ - :•C f �(OR50(..•'`��•: 8063-T5 AND BE A MINIMUM OF.126'THICK.STEEL STUDS TOBEAMINIMl1MGRADE 33AND.045' .375" .375' �i�+,C`�'••.......••'�`.�: THICK(1B GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS !T�S/(t��rL ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10$812 1•X 4'X.376' VX 4•X.375' p,LYNNiMILLE'f�,P.E. ANCHORS INTO WOOD MAYBE STEEL,16.6 S.S.OR 410 S.S. 'r-MULLION MULLION FL P.E.#58705 TABLE 8A Mullion Ca aeltyTabla Ibse xHR �tk Opening Wldth(forver8callysparyingm4ons)arOpening Height(for hodwrtally-spamngrutiions) lid 501n 60In 70 in 801n 901n 1001. 1201n 1401. 1501.1.26"x R«ta.gWar hsprrden9. Rectangular Tleprhlarg. Reclanpder Tmprrdrg. Rcelanguler Treprtdang. Reolonoar Traprfile�. Rectenpllar Tmp7TduV. ReclnnWor lrap7danO. Rectangular Treprideng• Rectangular 7mpf fflg. 3,188"x 1aeQn9 loading Loedn9 Loading Loa4Ng Loading Loedlg Loadnp Load1.g Loading Loading loadrp Loading Load1.p Loading I.oa&t0 lording Loafing c �7 .266"Alum & _ P P ,& ,�• _ S ,b' P �' _ �' Tube Mull o � $ r9 o � N ^ w I h I l� s $^ a a � a � ^ o ^y a a 8 9 0.9 a m O 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 am 170.0 568 170.0 092 170,0 516 170.0 the 170.0 521 170.0 1240 170.0 521 170.0 1458 VOLD 521 170.0 1735 170.0 521 161.0 1789 170.0 521 481n 170.0 706 170A 524 170.0 650 170.0 654 170.0 692 170.0 830 170.0 1133 170.0 681 470.0 1270 170.0 677 170.0 1417 170.0 804 15CO 5518 170.0 680 132.7 1540 170.0 680 116.1 1548 170.0 OBD Z 50.625 In 170.0 747 170.0 663 170.0 896 170.0 631 170,0 1040 170.0 664 170.0 1105 570.0 723 170.0 1345 170.0 747 107A 1466 170.0 766 139.2 1488 170.0 750 116.3 1468 170.0 756 104.4 1468 170.0 756LU Q O 541. 170.0 707 170.0 612 170.0 956 170.0 091 170.0 1t16 170.0 764 170.0 1275 170.0 603 163.1 1376 170.0 637 14&8 1378 170.0 856 122.3 1176 170.0 861 1049 1)76 170.0 SB1 91.7 1]78 170.0 661 m a 601n 170.0 065 170.0 701 170,0 1083 170.0 707 15&9 1150 170.0 878 13&0 115a 567,4 930 123.6 1165 166,0 919 111.2 1100 150.0 912 927 1156 144.8 905 70,4 1156 144.5 901 e9.5 1158 144.6 805 W O j 631. 170.0 030 170.0 745 160.1 1055 170.0 VA 1372 1015 155.9 862 120,1 1051 1420 840 106.7 1011 132.3 837 66.1 1051 125.7 830 80.1 1051 110.5 622 66.8 1051 118.1 825 60.0 1051 118,1 821 661n 167.1 957 170.0 760 139,3 957 151.0 0D5 119.4 951 134,0 700 104.4 057 121,8 777 929 957 112.6 767 93.6 057 106.6 769 89.6 957 100.0 750 59.7 957 90.9 746 522 957 9&9 740 Z J z 9 721n 120.7 801 135.2 696 107.1 804 1162 SM 91.9 804 101.3 671 410.4 604 010 NO 71.5 004 04.1 650 640 804 7&8 643 53,6 801 72] 837 48.0 604 59.8 826 40.2 SO4 69.0 826 761n 1090 722 1140 610 912 722 07.2 818 70.2 722 05.3 600 68,4 722 76.7 666 BOA 722 70.3 600. 51.7 722 85.5 600 45,8 722 50.6 570 3e.1 722 66.7 661 34.2 722 S&2 1164 JQ to r g 76 In 101.2 665 1059 600 64A 665 09.6 550. 72.3 685 78.5 577 63.3 685 70.5 868 662 685 04.8 660 me 685 60.1 553 422 685 5.3 543 382 855 61.4 537 31.0 665 50.7 636 F-' N � 00In 659 515 660 457 $4.9 MS 57-5 449 47.1 1416 50.1 Mt 41.2 515 44.7 431 3&8 615 40.0 426 33.0 555 J7.4 422 77.5 515 73.1 413 23.5 553 30.3 407 20.8 516 29.1 405 Q X Z N Bbl In 54.3 453 66.8 404 46.3 463 47.1 397 36.8 463 41,0 391 33.9 453 311.4 385 30.2 453 33,0 379 27.2 461 30.4 374 22.8 413 28.8 366 19.4 453 24] 360 17.0 453 220 356 O O IDS in 38.1 356 38.0 323 31.5 350 32.8 318 27.2 355 28A 313 23.0 356 252 306 212 356 22.7 304 19.4 358 209 300 15.9 310 10.0 20.4 l'J7 �y LU ri 1111. 35.1 738 37.6 506 29.3 339 30.1 101 25.1 730. 26.1 201 22.0 330. 232 297 19.5 330 20,8 256 17.6 ]70 10.1 281 IZ' X 7 1201. 27.6 290 263 164 232 290 23.5 260 1&9 290 20.0 266 17.4 290 162 253 15A 290 160 246 V N Q 1MM 16.1 201 16.3 166 d e� 0 TABLE 8B Z ANCHOR CAPACITY ADJUSTMENT FORMULA W AnehorC■ Scl Table Jibs) ANCHOR CAP.,:,,,, o o�d� substrate 27k47rcide a6xCaw. Hoamcu F9edC31U FrwooO Mtld VIP,)X( )=ANCHOR CAP.,,, B11A Elco v4'ss Elco d1S Elco U4'SS Elco 910 Hied 612Steel 912 Slee+ MULLION CAP.,,,,,,,,, AnehorClip Peltom3 AnclwType. &16•Elco Ugrecon 14'Elcoultrom Ueracon Y16'DcolNracm v4•EtouNacOn �eGda U6®con AWntsala Scw(05)SLreM(05) SCODN 5) USE THIS FORMULA TO OBTAIN THE-ANCHOR Edge fWarce n r 2417 r 2-1)r 3410. v 2v2' 1' 2-1r r 3-10 2 0.48' 0.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedne t ony 1314" 1314• 1314" i v r r t-v4' 1.14• 1414' 1.14- 1.114• 141r r 1-w 136' vales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Amnm9470'MIn O.C.l Standard a Offsel Co fl9t 3WID5 39D Its 45015 990 Its 1644 ms 270 ms 28D bS 354 ms 7401m 374971 VA Its 919 ea MIMS 44216 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arenas®1-1S MI6 0.0 I steclard(or OMet)C9p Mg.27 480 IDs 700 Me RIA WA RIA MIA 3801m NIA WA RIA WA WA 6B21D5 emu ma ma CAPACITY(FROM THE TABLE)OF THE SELECTED AAM @T MIn.O.C.1 2c5An&CUPS l fl9.9' 700 IDS 780 me 680180. 1580 Ds 1696IDS 540Cs 66DIbS NIA 760 Ila 74BIDs eaDlm 1892IDa 6621" 666110. j" MULLION.IT WILL YIELDAMINIMUMANCHOR 4Arcr410®0.45"MIn.O.C.I UCO.Into.l2S Num 4 NIA WA NIA WA MIA WA WA NIA WA WA WA WA WA WA 0. CAPACITY WHICH MAY 9E USED TO QUALIFY 1 ArcrocI FC9 g ID51bs 195 es mors 445®0 gale 13596 1401bs m[Us 37015s 1e7 ms =IFalm "10' a11ms ADDITIONAL ANCHOR OPTIONS FROM THE 2Anction®1.19'MIn O.CJ F-C 6 240105 350 go NIA WA WA NIA 1961m NIA WA WA WA WA 341M 4429ss ANCHOR CAPACITY TABLE. PRODUCTRF.VISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. w cemplyin0 with the FlatdS FIGURE I: FIGURE2: Aeocpnnctfl troo-02)$,09 Accc once 340 TABLE NOTES: 1+1.250"-�•1 Bx imllon Date �b2( • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION nt rani do ModucY ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 11tIIlI)'I 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. \�o FIGURE3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FORECACT DIMENSIONS,SEE 3.188• `��,�'� '410ENSE •. �� ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BEIUSED T SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, 265" I0.,58705 ' IN PAIRS. - / 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND (�' g- /b (fr=_ FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-9D.WOOD SHALL -•, �(1 L. ! BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE T .���)•.. STA-t L-O' :•`�U: • • 6063-T5 AND BE A MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND 1,25'X 3.188'X.265'MULLION '1.7` '•.FLs+not,•••(2� • • . .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL %, �r��•"••'•' • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1-114'VF MULLION) 7,II;I ,11 • 010&#12 ANCHORS WTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LYIJN IAI llliN,P.E. j u FL P.E.#58705 TABLE 9A Mullion Capacity Table Ibsife ® rd13 4 Opening Width(fbr96r0eally-spanning mullaro)or0 oning Height(for hartzontaP/-epari dig nnluots) 25 V W N 601. 70 In 601. g0 N 1001n - 120I In 1401n 150 In 0 � O 1.46X9.20 A-1 wt., Tm;frda^9 Reclupubr Twfifsna Raatmpdar Tmpf7rfang. Recian"r Traprrrlan0 RsolwgjW Trep'Tdang. Re.tmwlar Traprrbna Rxtan9dar TmpTd4ng. Reels.Wler Tr4/4fdm0 Roclnngular TnpRdon9 X.1100 x3. badw Loadng L.adn9 LoadN9 L.Dkq Loadig LwO.g Loadi9 Lwdna Loafing Loading Losd.g Losdry Loafing Lading LaedNg Lnmv i-dng Ro 7gj qp 1r Alum.Tube 4261 170.0 820 110.0 435 170.0 744 170.0 476 110.0 660 170.0 508 170.0 082 170.0 619 170.0 1110 170.0 621 153.3 1118 170.0 521 121.7 1116 170.0 521 1D9.5 1116 1740 521 95.8 1118 1700 621 O W 4861 170.0 TOB 170.0 621 170,0 850 110.0 504 167.8 970 170.0 630 146.7 976 170.0 661 130.4 9To 170.0 B77 117.3 978 170.0 880 07.6 970 170,0 680 07.0 076 1780 ow 733 97a IT& 660 J It) 50.62561 1700 747 170.0 ball 170.0 age 170.0 631 150.7 027 170.0 6M 131.0 927 180.5 705 117.2..927 159.1 698 105,5 927 168.3 896 57.9 927 158.3 695 15.4 927 155.3 896 9S0 977 758.3 BBS a 1A 5191 170.0 797 170.0 612 154.5 089 170.0 601 132.5 869 153.9 583 115.9 BBB 141.8 669 IW.0 869 131.0 We 92.7 668 120.6 854 77.3 669 1208 852 662 669 128.8 652 57.9 699 128.8 652 LU O 631. 1432 746 163.11 634 119.4 746 132.3 620 102.3 146 117.6 606 695 74a 107.8 599 79.6 746 MIA 692 71.6 748 90.0 587 59.1 748 033 553 51.2 746 933 587 44.6 748 93.3 563 5 N 10 fQ .9 6341 123.7 677 132.9 570 1031 all 1132 566 811 077 IOOA 555 71.3 811 91A 648 60.7 677 832 679 6fA 017 91.0 b31 61.0 077 77.0 620 M2 8}7 76.7 528 38.7 077 707 629 I- W 6861 107.0 517 114.1 630 89.7 617 07.0 619 78.9 817 5a.3 509 67.3 617 78.3 500 59.0 617 72.8 494 631 617 66.1 489 44.9 617 64.4 493 38.4 817 63.7 402 33.0 517 63.7 492 = d d 7261 92.9 510 07.1 450 69.1 518 74.2 440 59.2 SO 65.2 432 61.8 618 SBA 425 49.1 J21.3244 MA 610 50.1 414 315 518 40..6 486 29.9 b16 45.0 405 76.9 618 4S0 403 Z } U) yqC TB N 70b 41±5 137 406 50.7 405 02.6 386 50.3 483 54.9 390 44.1 455 49.4 304 39.2 35.2 495 42.2 374 29.4 485 38.3 367 262 48S 36,5 361 22.0 465 35.2 363 "L J S y i 0 1z TBW 85.2 441 60.0 387 64.3 441 61.7 370 48.6 111 50.6 372 40.8 441 45.4 356 38.2 32.6 441 36.7 359 27.2 441 34.9 349 23.3 441 33.1 345 20.4 441 32.7 345 Q L O 931. 42.4 332 43.6 295 35.4 312 31.0 283 30.3 332 32.3 204 26.5 332 28.8 200 23.6 212 932 24.1 272 17.7 992 21.3 268 152 332 19.6 262 133 372 10.7 260 .- Beta 3S0 2BI J6.9 260 2B.1 201 30.3 256 25.0 281 28.f 252 21.0 281 27.5 240 18.1 17,5 281 19.6 241 tl6 201 17.1 238 12.3 20.1 15.6 232 Z o a N G 10861 24.8 230 25.1 206 20.6 230 21.1 205 17.5 230 16.3 201 15.4 730 18,2 188 I-' X'Z 3)0$O In a a 111 In 22.8 218 27.1 197 109 210 IBA 184 18.2 218 10.0 191 14.1 216 LdA 186 fn 12061 17.0 151 19.2 170 14.9 107 15.3 161 X fA U N ZOO TABLE9B Anchor Ca a Table b9) ANCHOR CAPACITY ADJUSTMENT FORMULA: Substrata: 2.71tCorcrele 3.5k Cone. HorowCW FIM CMU PT Wood MOLDI (DP,)X(ANCHORCAP.,,,�,, \_�CHORCAP.,,, 5118'Elm 114'S9 E$w 5116'Elco 1!1.85 Elco 01015 1112 Steel 012 Sled MULLION CAP.,,,,_) Anchor ClipPattam9 ai6vtTj'�' JI26•ElwU6mcon 114'EkbUltraean Unnamn 3r16"EIwUlkawn I14"EhoUtlawn Aggr.Gstw Ulbacon A0663tor s4rew(G5)scraw(OS) S."(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge GI41U1te 9n) 1" 2.1W 1• 2.112' 3-119• 1• 2412• 1" z-1R' 2" 3116' Y 0.45' 1 0M. 6.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedment(m): 1-3f4• 1.614• 1314" 1•L4' 2• 1.114• 1.1/4• 1.114• 1-114• 1-114• 1-114" T i'V8' I 1318• !edea ACTUAL PRESSURE REQUIREMENT FORTHE 2 Amnon;®4.75•ML O.C.I Standard or Oftel cop(Fig.Ir 390@0. 350 Ite 4501ba 090 f63 1044 Fm 270 2801bs 354 Ib. 74016s 374163 a&r. waits 341 tDs 442'lbc 560190. OPENING,WHEN IT IS LOWERTHAN THE MULLION 4 Amhoa @ 4.101 MN O.C.I StanOmd(or Oftel)Clip(174,2)c 480 rob 700 U WA Wn NIA WA 380 IM WA NIA WA WA WA 892 ibe 6851bs 1120lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Antlers 0 3-WA O.C.1(2)225 Angle CUP3I(F4 3k 7a01b4 7®1165 660 in 159011.3 low 10. 5401m 560 to WA 7001L>5 748Ib3 880 Its 1042 w0. W2 D3 6A51es +120 me MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Anchas Q 054•MIn.0.4 to-cop kd-io(•Atum.(Fip.4) WA WA WA WA NIA WA WA WA NIA WA WA WA WA WA 95010e CAPACITY WHICH MAY BE USED TO QUALIFY I Anchor I F4ap(Flg S) 195 Bu 105 ro4 275160. 44s 163 022 Lbs 135163 140 ba 177163 3701W Sal les 332 9x 473 The 170 ba 221 ba 280 be ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anehae 1.15'MN.O.C.I FCTp(Fig.6). 240163 350 ba WA WA NIA WA 190{be WA NIA WA NIA WA 341103 4421e3 5606u ANCHOR CAPACITY TABLE. PRODUCE REVISED as complying with the Florida Bnlldulg Codc�-�)a O� FIGURE I: FIGURE 2: 1250• Ac.eganwNo TABLE NOTES: Bxpim+imD316 c0?1 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION B ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. NSl Ihda pmduM 1111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE FIGURE 3• 3.260' ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIM ENSIONS,SEE ,••��GFhS�• •. nr i Ee • 1 • • CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS -;[ SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. %r ' 8E USED _ No.5870 _ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND f1. a `. GROUT-FILLED CONCRETE .100" BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL •X) .. f1 g a-; FIGURE 4: FIGURE 6: FIGURE 6: ' Ell,! BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL B£ X70 g A 4T • • 6083-T5 AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND x.'•.• p I. �� • • • 045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL 1.25'X 3.25'X.100• ��:�L511+....... %\•'�` ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL MULLION • #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S,OR 410 S.S. A.LYNN:MILL-8h,P.E. FL P.E.#58705 TABLE 10A MuBlonCspacltyTable obo a) Opsnlnp Width(Wvadlcelyspeming mlNons)orOpenlnO Helght((orhofhotlalyspwrinO mutllors) sob 601n TOtn Bo In 90h 1 1001n 1201n 14010 1601n } $' p 1261(926 Reo4mgular T,.prRirg. Reclargulm TrepfTdong. Rldagular Trop'rdan0• Reqs hr Ll d Recta lar TI./rdmg. Red ular Tm rlen. Net In Tn cs 0044 pR erg. 0044 p wg pR 0 �W pRdang. Rlt;languler TrapRdonO. Rlcangdar Traplrr7arg. tt X.024 Loadalg Loading Waring Wading Loading Loading Wad.g Loadno Ladag L-fbo Loadn9 Wading L..&V Ling was Loadng Loafing Lmdi.9 �y1 J Alum.TuteeE� .E z $ E & $_ $_ a € E_ F E_ E -E_ §' E •E f- s $ s s £ Mmuon a� s :� s�. . 04 de u_ 449 u 8 u u u u u u v u u u u'o u' 449 u Y u ua u da u Cv v 8 m Z� 0) Ci 0 0) 4210 17D.0 620 170.0 435 170.0 1 744 17D.0 478 I7D.0 868 1170.0 606 170.0 092 170.0 519 170.0 1116 170.0 621 110.9 1240 170.0 521 170.0 1488 11710 621 170.0 1735 170.0 621 170.0 1983 170.0 521 J W 481n 170.0 705 110.0 624 170.0 050 170.0 664 170.0 992 170.0 670 170.0 1131 110.0 661 170.0 INS, 170.0 677 170.0 1417 170.0 600 170.0 VD0 1 170.0 680 169.7 1919 170.0680 148.6 1919 170.0 660 -"3 _ 60.626 In 170.0 747 170.0 563 170.0 196 1100 631 170.0 1046 170.0 684 170.0 tl% 170.0 123 1700 1346 1700747 170.0 445+ 170.0 756 110.0 1793 170.0 756 162.5 1817 170-0 156 1315 1017 170.0 766 6110 170.0 797 170.0 6t2 170.0 956 170.0 691 170.0 11% 170.0 754 110.0 1275 170.0 003 170.9 1134 170.0 837 170.0 15% 170.(1 856 156.4 1759 170.0 861 134.1 1769 170.0 661 111.7 175! 170.0 861 m p SON 170.0 855 170.0 701 170.0 1063 170.0 797 170.0 1210 170.0 178 1r0.6 1417 170.0 944 161.1 1511 170.0 996 145.0 1511 110.0 1033 120.0 1611 170.0 1063 1016 1511 170.0 1067 90.6 1511 170.0 1063 Z) 8 c') U) 631. 110.0 930 170.0 146 170.0 1116 170.0 650 5)0.0 1302 170.0 !10 165.6 1370 IID 1016 1392 1310 170.0 1076 1263 1370 164.0 11182 104A 1370 155.9 1072 59.6 1370 1567 1010 703 1310 155.3 1070 W J 6610 170.0 974 170.0 789 170.0 1169 170.0 903 155.6 1218 17D.0 1002 1362 1218 168.6 1013 121.1 1240 WA 1000 105.9 1248 139A 989 900 1215 130.4 916 71A INS 129.0 976 68.1 1240 129.0 976 Z (n j721n 1619 ISO 170.0 570 1]39 1049 1602 992 119.9 INS 132.1 875 104.9 1049 119.1 560 93.2 1019 WSJ B48 63.9 1049 1027 838 69.9 1049 94.3 125 69.9 1049 912 820 52.4 1649 91.1 620l 0 7610 112.7 961 149.1 822 1139 911 1269 805 101.9 911 111.2 791 89.2 911 100.0 771 79.3 911 91.7 766 71.1 911 15,5 Ifi1 69.6 911 77.6 )M 61.0 941 74.0 7]7 44.6 911 73.7 736 J �a Z 7810 112.0 894 131.6 70J 110.0 194 1163 767 91.7 594 102-0 763 82.6 891 81.9 710 71.3 894 U. 730 66.0 891 78.3 721 66.0 097 70.7 707 17.1 jM7139.7 70111.7 119! 66.1699911n 15.9 671 8(1.7 6% 71.6 671 74.9 665 61A 671 857 51fi 53.7 671 50.2 566 47.7 671 629 555 43.0 671 48.11 551 35.8 671 411 619 30.7 531 269 671 37.9 626 F- 04 Q NZ961n 70.1 590 72.0 627 69.0 690 51.4 610 50.6 690 53A 609 U.3 590 41.5 6% 393 590 43A 494 75.4 590 39.6 468 296 590 34.7 477 25.3 469 221 670 29.0 464 �( Z1DBin I9] 466 50.1 421 41A 466 Ill 411 36.5 166 37.1 408 31-1 465 329 402 27.6 466 29.7 304 24.9 466 27.1 391 20.7 466 23.5 382 17.8 775 15.6 466 195 310 N MO1111. 45.1 441 16.7 100 382#262VA 393 32.7 441 34.1 387 21.6 441 30.2 382 254 441 21.2 776 22.9 N1 24.9 372 19.1 441 21.6 363 16A 356 11.7 141 17.9 351 W M 1201. 36.3 378 76.9 344 30.2L0 339 26.9 318 26.8 371 22.7 37B Zl7 729 20.1 379 21.3 725 10.1 378 19.5 321 15.1 318 16.7 314 � X N 144In 21.0 262 21.2 242 17.6 239 15.9 262 163 236 r-rQ N Q O Q d T z cf) N TABLE 10B ANCHOR CAPACITY ADJUSTMENT FORMULA: (Y AnchorCspaclty Table(lbs) ANCHOR CAP-,„,,,,,. _ o Substrate 27k LbrcMe Frkn,,, RLBva 04U F®edCMU PT Wood Metal (DP_)X ANCHOR CAP.,,, 111•b3 Elco Nth•Elco U4'SS ElcoM10Sled M281ee1 a12Steel MULLION CAP.,„,,,,,.AnchorCllpPsttems Anclwrt)pe 3lttiElcoUatsm vt'FYoultruon 311WE1c0U11lem 11WEroU6racon e5 Bir Ulmcm AggWEX'or Stmw(GO)Germ( SCIn1(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Clslaae p 1- 2•t/r r atlr 1' 2-uz r ave r 3.11r r 0.45 0.50 aa2A• CAPACITY REQUIRED'CORRESPONDING TO AN FmDednml n 1-14• 1-14' 1-14• 1-IP1-114• t-vr 1.114• 1-114' 1-114, 1-174• r I-TV t3va tales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anctols a a7s MiaO.C./Blandad a amen Cup(FIC 1T 3110los =IDs 45D Ins aDD IDs 210 Ds 290 Ds 354105 7401Ds 374D5 664 os 046 m 341D! 442 Its 560 D6 OPENING,WHEN IT IS LOWER THAN THE MULLION 4ArehOms@1.15'MinO.o/StwMrd(aOrtiel)CIp(Flg 2y 4M lbs 700 m NIA WA Nu 350Its NIA WA RIA WA WA 682 Ds 986 as 1120 m CAPACITY(FROM THE TABLE)OF THE SELECTED 4 A1ctDIs®3- 1AQ.C.7(2)2(5AIgIeClps l Ing 3) 790Ins 7803 681)Ds 15W 6401bs 66o ins NIA 760 lbs 748 DS SBDm 1602 Its 6820M 685 us 112010a MULLION.IT WILL YIELD A MINIMUM ANCHOR 7Arcras®0.61•MYL O.C.I UCP•In40.100'Man,IN%47 NIA WA NIA WA NIA NfA WA WA WA MIA WA WA NIA WA 960106 CAPACITY WHICH MAY BE USED TO QUALIFY - IAncDO(IFCOp(Flg5) 106 Ds I%R. 2761M 4451!6 822 DO 7351bs 1400.6 177104 970108 tel Ds 7a21os 47656 7T0IM 22113 2BO Ye ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchoma 1.1w MIA O.CJF 0 110 Ds 350106 NIA WA NIA NIA 100116 I NIA WA WA WA WA 34tID4 442 Ms bola ANCHOR CAPACITY TABLE FRODUCI RRVISE13 :ss complying with 0o Floft FIGURE I: FIGURE 2: Aecer b21$6 anceN 16� TABLE NOTES: 1.250• FN im1iw11)atc ) . • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Mimi Dade TroductCoo ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. , 1/1111177 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE \ �C�`( L fJ I FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.26V .•'�1GL•NS� '•F;� GLE 1CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Ee BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.5870'5 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND i�• : l2' FIGURE 4: FIGURE 6: FIGURE 6: 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 _ .Bj4• ��••., a TE (y� • 8083-T5 AND BEAMINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND c� ''•.,F(ORLCI>:.•' (•�;� • • • .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A38.ALL10 ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 125'X 3.25'X.624' �i7`r-!()j • #10 81312 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION A.LY 1 1')1(. FL P.E.#68705 TABLE 11A cRg A Mullion Capacity Tablo ebaRP) :7 Opening Width(forvedlrstycpamingmillions)orOpaning Hdpht(forhoriwdellyspendra mllfans) �C so in 601n TO in 80 in 1 901. ilia in 1201. 14o in 160in u O R.a. War Tr116%J94 nq •P�n1.n8 R.n.rpWn TnPRd.np. P.etangWa Tr.p/rdsng. Racl.ngula Troprtdang. Rocruqul.r Tnpffd.ng. R.elagDlar Troplfdanp. ReelaapulR Troplydanq. R.U.Restmgulrt TMpfTd.n0� R.crongUar 7rap7lrlanq. u x.624 Loadnq L..dinq Lo.d.2 L..dng Loadkg Loadnq Loading L.Aw Loadnq L..daq L..dinq Lo.dkq Lo.6nq Loa6.2 Wd1.9 L4.dng Loadi.9 t9.einq sY Alum.Tube % 1s . 8 •E � .• •8 .. -� E.. 'E .. fi9.. F.. to Muon ga a 110 a s� a 4, �eE s �g S9 oe E rS 39 �� rid 5 � 5'� '� 81 1a 5 � <5� �5 5 5 5•� y F•� <�, P•� �' 2•K, Z 10 a'� fa :2 1a aA -a 2At ka 1a k �a �1 'ka >� $a R01 U I sk 2a �a �� �a as € �a 3 �a f� fa 4 Fa �� �a o 421. 170.0 620 170.0 435 170.0 744 1700 410 170.0 866 1TOA 606 170.0 992 170.0 519 170.0 1116 170.0 521 INA 124D 170.0 621 1100 1468 170.0 521 170.0 1735 170.0 621 170.0 1983 INA 621 ru 481. 770.0 LU 706 170.0 624 170.0 850 170.0 664 110.0 092 170.0 630 110.0 1133 170.0 561 110.0 1276 170.0 677 170.0 1417 110.0 680 17D.0 1100 170.0 680 1700 1963 170.0 680 170.0 2267 170.0 600 OC 60.625 in 170.0 1 747 1170.0 563 1170.0 0.95 170.0 531 170.0 1016 170.0 604 170.0 1195 1100 723 170.0 1346 1700 747 770.0 1494 170.0 758 170.0 1193 170.0 756 VIIIA 2092 170.0 766 110.0 2391 170.0 756LLJ N 641n 170.0 197 170.0 612 170.0 956 170.0 691 170.0 1118 170.0 764 UOA 1276 170.0 863 110.0 1434 170.0 837 1700 IS94 110.0 856 110.0 1913 1700 861 170.0 2231 170.0 091 160,2 2403 170.0 1161 p O 60 In 110.0 605 170.0 701 170.0 1063 170.0 797 1T0.0 1240 170.0 078 170.0 1417 170.0 eu 170.0 1594 170.0 996 110.0 1711 170.0 1033 170.0 2176 1740 1063 1483 2163 170.0 1063 129.8 2163 170.0 100 H (MO � 631n 179.0 930 170.0 745 1700 1116 170.0 850 110.0 1302 1700 240 170.0 1408 099 1015 170.0 1673 170.0 1076 170.0 1659 170.0 1122 1659 2060 170.0 1169 134.6 2060 170.0 Ilii 117-7 2060 170.0 1171 W 61 In 1140 971 1ID.0 769 110.0 1169 170.0 933 170.0 1364 170.0 10112 170.0 1558 170.0 1066 170.0 1753 170.0 1165 170.0 1948 170.0 1210 1430 1968 1700 1215 1226 1956 1700 1266 107.2 1566 170.9 1206 A T2 ,j 721n 170.0 1063 170.0 071 1700 12TS 170.0 1009 170.0 1409 770.0 1126 1740 1700 170.0 Un 151.1 Ind 1700 1]15 138.7 1734 Isla 1386 1156 1734 755.9 1]61 99.1 1734 160.0 1352 88.7 t7N 150.2 1352 J, a 761n 170.0 1122 110.0 937 170.0 1346 170.0 1000 168.5 1556 170.0 1209 147A 1656 166.2 1285 131.1 1556 161.5 1268 117.9 1656 711.3 1251 90.3 1566 128.3 1229 542 1656 122] 1219 73.7 1556 121.2 1215 J oe Z 78 in 170.0 1151 170.0 961 1700 1381 170.0 1116 156.9 1111 169.3 1245 136.4 1177 1520 127- 121.2 1477 139.1 1206 109.1 1471 129.5 1191 965 1117 116.9 1169 718 1117 110.0 1158 652 1477 109.3 7151 Q 901. 1420 ilia 1465 986 1184 1110 1239 962 101.5 1110 107.9 951 00.0 1110 96.3 936 78.9 1110 07.5 922 71.0 1110 a0.r 910 59.2 1110 71.3 691 60.7 1110 656 076 MA 1110 623 870 96 In i17A 975 1203 872 975 975 101.5 056 83.6 975 80.3 642 732 97fi 746 029 65A 976 712 617 58.5 975 65A 607 48.8 976 67A 769 41.8 976 523 776 36.6 976 49.3 761 F Q X Z O IOtln 1122 771 04.0 696 685 711 ALL 1715 SB.7 111 613 674 51. 771 61.3 651 461 111 49.0 US 41.1 771 44.9 641 K3 711 349 672 29A 771 3SA 621 25.7 711 32A 1111. 75.7 730 773 661 63.1 730 65.0 650 64.1 730 56.3 610 47.3 730 49.9 631 42.1 730 45.0 622 37.9 730 41.7 6I/ 31.5 730 376 fi00 27A 730 31.9 589 23.7 730 79.6 667 M 1201n 59.9 67A 61.0 669 49.9 624 512 560 42.8 GLI 41.3 552 315 624 393 541 33.3 624 35.3 637 30.0 624 32.2 531 26.0 624 0.7 519 21A 621 24.6 509 10.7 624 22.6 501 � x to N 1M in 31.7 4A 35.1 400 249 43] 29.4 395 24.8 133 25.4 390 21.1 4U 22.1 385 19.3 433 20.0 701 17.3 4]3 101 3ifi Q r 2 O O B e fnl. g s m0 y0� Anchor CapadtyLblepba) ANCHOR CAPACITY ADJUSTMENT FORMULA: s 8 Substrate 23XCUrcrCe a6kCone. HoomCtu FMWCMU PTWMd Metal (Dfu,)X/ANCHOR CAP.„„.,)=ANCHORCAP.,m F 5(16'Elco 114-SSEta 5MV Elco 114'-SSElc0 010 Siad 012 Steel 632 Steel MULLION CAP.,,,,,r,.. AnehorCllpPattama Arthur Type, 311VErcounrdem 110Elcouuaeon Ue�m 3'1GEuoUaMcm 11CFJcoU6rdem Aq�eCdor U11mcm Aggre6A0r 941EN(GS)SIrfl1(cr5) sueulc5) USE THIS FORMULA TO OBTAIN THE•ANCHOR Eoge oslance ory r 2.717 1' 2-Ur 3470 r 241r r 2417 7 Mff r 0.4a• j a51' a3W CAPACITY REQUIRED'CORRESPONDING TO AN Em0ea0m1 n 1514' 1314• 1474• told• r VIM' 1-1/4' 1-114' 1-114 1-114• Ulm 7 '1JB• 781a' rates ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anton 0 4.7Y Min O.C.I Slartla0 or ODelt o.IX 390 Ds 390639 450 Ds 000 Ite 1601m aas 200 Its 064Ds 7401bs 374 His 661 tbs 946 His 341 Hit 1 44246 660w OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors 0 1.15•MOL 0.41/Sla10a0 or Onset)UP IR9. 400 Ds TOD Da NIA WA NIA NIA 3110 Ars NIA WA NIA WA WA wins, 1 80 its 112U RIS CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors a 3'11 as I M Nit Angle / o3' 7811 IDs 700 us 680 be 15M its INN IDs 540 11's 6613 Its NIA 760 IDS 748 Ds 800 Is 1092100 662152 8B5 m 1720100 MULLION.IT WILL YIELD A MINIMUM ANCHOR d AM]Mrs 0.54'Mln.O.C./U Into.10P Num 4 NIA WA NIA WA NIA NIA WA NIA NIA WA WA WA NIA WA 1267 Hie CAPACITY WHICH MAY BE USED TO QUALIFY IArc7alFcap g qj 191 195 ms 225 Os 445 His e22lts 13sDe 14oits 1n 119 ayou" 1!7 It" 3321bs 4T31bs bolos z2tHi6 280116 ADDITIONAL ANCHOR OPTIONS FROM THE 2AAthon 7.16'MIrLO.C1F� oR 2401bS 350103 MIA WA NIA NIA 100106 NA WA NIA WA WA 311113 442as Simre ANCHORCAPACTTYTABLE. PRODUCTREVISBD as complying with W FNtfcY 1.250' Nuiiding Coda t&.p'%1$.O FiGURE 1: FIGURE 2: TABLE NOTES: Acct 'm Onto 2112) 0%pl 'Ori Date • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • • UY ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, Mr Dada Produet /11111117 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, �c0�f�il� FIGURE3: 3.94' `�6� .. ?CENSE ., ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS '•�� BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. " t•IC.58705 11.PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND FIGURE 4: FIGURE 5 FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PULE WITH AN SG OF O.55.ALUMINUM SHALL BE 624• .;.'!�'., `sfAfE Ot _•/ • 6063-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND _� i'�n,•'•.,1:LU1i1P1;.•' ('j�` • . 045'THICK(10 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.12.7 THICKAND A36.ALL ���S •(�•\���`\ ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.. 777 CAINN?,�k_ 0 • 910 8.012 ANCHORS INTO WOOD MAY BE STEEL.18-8 S.S.OR 410 S.S. 116' 624' X17.9101. A{FLP.'E.#58705 E TABLEI2A Mullion Capacity Table Ibolle Opsnln0 Width(for\erlicu tysparlring mUllons)or Opening Height(for hod2Ante*spemlrg mUllont) 601n 40 In 701n a0 In 00 In too In 120 In 1401n 1601n Reclangulu ilawmnx RectalgWar Twgfflan9. Rectangular TIapWalg. Reelanoulx TrapRdrtg. Reclanouler 7011111ag. Ro1•gd+7 7ropf clang Rect-Olf T"WrIlone. ROclmgul+r Rapr7dsn9 Rec1•gWa 7fawmang. 2x4x,26 Lo+drg Loadng Lowing Loadng Loading Laaaing Loadngloading lowing Losdng toadng Loading Loading Loadng Loafing Loadng loading Loadng �Y4 Alum.Tubegg$ a gaa 5 MullionIS 3� �l 10 1' 8 N LL 11 U) 421n 170.01 620 1170.0 435 170.0 744 170.0 478 170.0 888 170.0 606 170.0 992 170.0 5W 17110 file 170.0 621 170.0 1240 170.0 621 170.0 1488 170.0 52 170.0.1735 170.0 621 170.0 1851 170.0 621 O E 481. 170.0 706 170.0 574 170.0 5% 170.0 664 170.0 002 170.0 630 170.0 1133 170.0 601 170.0 1276 170.0 877 170.0 1417 170.0 060 170.0 1700 170.0 660 170.0 1903 170.0 660 170.0 2287 170.0 680 Jj W GM6251n 170.0 747 170.0 5,53 170.0 &98 17a0 631 170.0 1048 170.0 884 170.0 ties 170.0 723 170.0 1345 170.0 747 170.0 1484 170.0 758 170.0 1793 170.0 756 170.0 2082 170.0 758 170.0 2391 170.0 756 M 541n 170.0 797 170.0 812 170.0 VA 170.0 891 170.0 the 1740 764 170.0 1276 170.0 603 170.0 1434 170.0 8.17 170.0 1694 170.0 658 170.0 1913 170A 891 170.0 2231 170.0 861 170.0 2650 170.0 661 W O O 80 N IT0.0 OBS 170,0 701 170.0 1063 170.0 797 170.0 1240 170.0 075 170.0 1417 170.0 944 170.0 1594 170.0 NO 170.0 1771 170.0 1033 170.0 2126 170.0 1061 170.0 2470 170.0 1053 160.8 25M 170.0 1083 = V � 63 In 170.0 930 170.0 745 170.0 1118 170.0 850 170,0 1302 170.0 940 170,0 1468 170.0 1015 170.0 1673 170.0 1078' 170.0 1659 170.0 1122 170.0 2231 170.0 1169 168,7 2553 170.0 1171 146.9 2553 170.0 1171 'J J 661n 170.0 074 170.0 709 170.0 1169 170.0 003 170.0 1384 170.0 1002 170.0 4550 170.0 1088 170.0 1753 170.0 1155 170.0 1048 170.0 1210 170.8 2336 170.0 1276 561.8 2437 170.0 1256 1329 2437 170.0 1255 � m � 71 In 170.0 1063 170.0 078 170.0 1276 $70.0 1009 170,0 14811 170,0 1126 470.0 1700 170.0 1228 170.0 1913 170.0 1316 170.0 2125 170.0 1307 145.6 2154 170.0 1458 124.5 2154 170.0 1520 109.2 2104 170.0 1530 ? z T61n 170.0 1122 170.0 0.17 170.0 1348 170.0 1060 170.0 1670 170.0 5209 17x0 1704 17D.0 1372 185.1 1960 170.0 1421 144.8 1980 170.0 1505 123.0 1980 101.6 1618 100.1 1980 164,0 1535 928 1880 162.7 1631 !L ° Z 781n 170.0 JIM 170.0 887 170.0 1381 170.0 1116 170.0 1611 170.0 1250 170.0 1642 170.0 1369 1527 1881 170.0 1474. 137.4 1081 163,1 1600 114.5 1881 147.3 1473 082 1861 139.0 1459 55.9 1861 137.6 1454 Q fA 90 h 1740 1326 170.0 1144 140.1 1398 156.0 1218 127.8 1385 1360 1106 111.5 13M 121.3 1178 964 1386 110.2 1162 68.6 1395 101.8 1147 74.6 1395 89,8 1122 65.0 1390 827 1105 66.9 1398 768 1090 � J -_-t � 911 In 147.4 1229 151.5 1098 122.9 1228 127.8 1078 106.3 1229 1152 1081 92. 1228 98.9 1044 01.9 1228 89.8 1029 73.7 1228 82A 1016 61.4 1229 72.2 903 62,7 1220 65.9 017 461 1220 62.1 967 Z 00 10aln 103.6 071 10&.6 877 66.3 971 69.0 862 74.0 971 77.2 649 84.7 071 064 037 57,6 071 61.8 025 61.8 971 646 815 43.1 871 48A 796 37.0 871 44.0 782 32.4' 871 40.0 771 fn L0 Jill. 95A 019 87.3 612 70.5 BIB 41.0 -!to a6,1 049 70.9 me 69 919 629 784 53,0 919 567 764 47.7 910 61.6 774 39.7 019 Cn µ.b TSB 31.1 919 40.2 742 29.8 819 37.1 732 ' X 1201n 76.6 786 78.0 716 G20 780 04.5 705 63.9 156 55.a 695 47.2 78a 494 888 41.8 788 44.4 677 37.7 798 40.6 886 31.6 786 34.9 063 27.0 785 31.0 BN 23.0 708 264 671 1 � N V) 1µ1n 43.7 NG 44.2 504 36.4 348 37.0 488 312 548 31.9 491 27.3 4446 24.2 463 24.3 616 26.3 470 21,4 810 22,9 474 15.2 SIB 10,6 484 15.0 616 172 458 13.7 518 16.6 Na (,) N Z D BLE 12BANCHOR CAPACITY ADJUSTMENT FORMULA: a yt(O Co. AnchorC• city Table Obs) ANCHOR CAP.,,,,,,, �1: sutnUeta 27kCOrclete 95kCa1e. MoOosQAU F10e0CMU Nr1YOW Metal (OP )X( )=ANCHOR CAP.,,, 6116'taw 574.96 Fx0&15•Fico 114'SS Fjco 410 Sled IMR Steel 1112 sleet MULLION CAP.,,,,,,,,, Anehor011p Pattem■ AneOarTypa 9176•Heo uttlan v4'EkOUaracon U9racen dltb`Elco Uulrsm 114•Ekau9raean AggeGala. ULracon AggMG21or SCMW(G5)Berea(G5) Sena(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR E Olslarce n 1• 2-112' v 2.172• 341w t' 2-VT 1' 2-V2 2 3118• 21 OAS• r6=4 0.384' CAPACITY REQUIRED`CORRESPONDING 70 AN Emtxent6n talo' talo^ talo• lav Y 1-114• I-v4• I.Ve 1-v4 t-ve• 1.116 z tats• 1.916 woes ACTUAL PRESSURE REQUIREMENT FOR THE 2 ton 4.76 MA O.C.l Slanaad w0celc 16 380018 30096 450 Ds 000M 1644 IDs 210 lbs 29D Re 3546n 74010a $74ID¢ B649µ W6ks. sit 442109 550.6 OPENING,WHEN IT IS LOWER THAN THE MULLION d ArcOat 2.�"MIn O.C./31aWaN orOI8e1 C1 Tm IDs 740M G:t0 RM 1465 rob 142A m7 NOL 563116 WA (05 104 NIA DBD Poe WA 602RO 665 Ds 11201116 CAPACITY(FROM THE TABLE)OF THE SELECTED SAlclim i3i'MInO.C161andamaOMM 865.5 0501 75afM 1945 Las WA NIA 705 MS WA 79910¢ NIA WA WA 10221be 1327 Its - iswn MULLION.IT WILL YIELD A MINIMUM ANCHOR 4.0100 3•MIn.O.C.I 215.0 C I 780106 7 (.0O ID: 15W Rs 1W6ros ODs 6W Dt N!A 750116 748.9 Wine 1892 uB 682105 885 Me 1120105 CAPACITY WHICH MAY BE USED TO QUALIFY eA, r& 3•MI6 O.C/ tis loC ! 7170.3 11700 1020 W9 234D Me 2840 Ds B 84D We NIA. 114OU 1122®3 132D Lbs 2BMts 102210s 1327 Ls IBM Do ADDITIONAL ANCHOR OPTIONS FROM THE 9Arcn rs 1.34'Min.O.C.I U4DIto.125•MM NIA WA NIA WA WA NIA WA NIA WA N!A WA WA WA WA Ola ANCHOR CAPACITY TABLE 6Arcnols 0.67•MIn.O.C.I U4; leloA20'AMIm NIA WA NIA ILIA NIA NIA WA NIA WA NIA WA WA WA WA 2I 944 PRQOUCf REVISM0 .2 Anthms 26g'MIn.O.WF - 370106 3'o De 3159» 7431W 712 Me WA 2001011 NIA 9480E NIA 44DID9' WA 311 In µ210e 56026 m complying wAlh dw Florida 3Arcror5 1,71,MIn.O.C./Ft1 .1 µ710s MMR 379915 973IOs WA NA 3671m MIA :100101 NIA WA WA 511 DS WA RX 810166 Building Codd NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Acceplanco No CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. l+xpimli n Date /lA4l FIGURE I: FIGURE 2: FIGURE 3: FIGURE 4! 2.000• By • • • • • • • TABLE NOTES: Mlmt I)+de!•rOduet • • I)GENERALS SHEET 1 FOR INSTRUCTIONS INSTALLATION METHODS,ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2.1 FOR \\`\��0�.( FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. ,; • • • • 2�„ 4.000• 1+; N..53705 • • • . 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-13.HOLES TO BE DRILLED IN ,_ THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23,FIGURES SHOW SUGGESTED,APPROXIMATE HOLE ;lt• � I f•- • • LOCATIONS. � 4 =(:f S ATE 01 4J- C),'•, FIGURE 7: FIGURE 8: FIGURES: FIGURE 10: ANGLECLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT \'•.;�tORIOi:'•':. F], '• (FIGURES 6&6) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. 'moi Sc'•• MU NTP IROS. GAUGE).STRUC UMINUM SHALL BRAL STEEL TOB AT UEAST.125r TH1 K AND A36T5 AND BE A MINIMUM OF.125THICK. TALLANCHORS INTO MTEEL STUDS TO BE A IMUM GRADE 33 ALSHALL EXTEND ATL EAST 3 SCREW 45-THICK(18 Y X 4'X.25'MULLION Ais"/1()(01.1•.5GTHREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18.8S.S.OR410 SS. A.LY<V .E.#58 0 P.E. •• • • FL P.E.N58705 TABLE 132 tp MulllonCrt ao Teblo Ibse ® R Opening Wlelth(for verlicaly-sparntrgmttllons)orOpening N Int(for horiaontaly-sparvigmullions) 501n GO In 701n so N OO In 100 in 120 In 1401n 100 in •, Recterglulor Tte"an9. Feetatgtiar Tmprrdang. Reotengulew 7teprid-v Rad 9llar Tmprmang. Rectmilul.r TrapRdmg. Reeletgder Ymplydang. RxlanWer TepflMmO. Rectenpulm Trel✓Mana. Rectangular TmgNam. 0 2x6x,25 lead'rg loading Leading I Lending Loadng I Leafing Londng Loadn9 Loading Loedrg Loadn9 Loading Leadrp leading Loading Leading LOS" Loafing Alum.Tube o 1 �s v r £ �« x a z� 6 Mullion a >L € 8 a@ h >t 1 a� a � a� a �� � �� a � � ^ � a $ �^ � �'^ r39 � a` a �- a a s a s sl 8� s 8� f1) 11 11 g 1s. : 01 421n 170.0 620 170.0 435 170.0 744 Inc 478 170.0 888 170.0 4218 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 {70.0 521 170.0 1488 170.0 521 170.0 1735 170.0 621 1740 1683 170.0 621 � W 45 In 170.0 70a 770.0 524 170.0 850 170.0 584 170.0 BP1 170.0 030 170.D 1133 110.0 001 170.0 1276 170.0 077 1740 1417 170.0 8110 470.0 1700 170,0 680 170.0 1083 170.0 NO 170.0 2201 170.0 060 = _ 50.6251n 170.0 747 170.0 683 170.0 899 170.0 631 170.0 1045 170.0 W 170.0 1+85 170.0 723 170,0 1345 Inc 747 1740 1484 170.0 7561 170.0 1703 170.0 756 170.0 2082 170.0 750 170.0 2391 1740 756 a A l'A 54 h 170.0 797 1740 512 170.0 956 170.0 691 Inc 7715 170.0 754 170.0 1275 170.0 803 170.0 44134 170.0 837 170.0 1594 1740 1158 170.0 1913 170.0 851 1740 2231 170.0 861 170.0 2W 170.0 801 m CD 0 60h 170.0 696 170.0 701 170.0 1063 170.0 707 1740 1240 170.0 878 1740 14117 170,0 044 170.0 1594 170.1) ON 1740 1771 170.0 IBM 170.0 2125 170.0 1083 170.0 2479 170.0 1063 170.0 2833 170.0 1063 J 631n 170.0 930 170.0 745 170.0 1115 170.0 1150 170.0 1302 170.0 040 170.0 1458 170.0 1015 170.0 1873 170.0 1079 170.0 1859 170.0 1122 170.0 2231 170.0 1169 170.0 2603 170.0 1171 170.0 2975 170,0 1171 •••1 661n 170.0 874 170.0 780 170.0 4469 770.0 9D3 170,0 1384 170.0 1002 170.0 15M 170.0 1060 170.0 1763 170.0 1155 170.0 7948 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1286 170.0 3117 170.0 1268 Z m C 721n 170.0 1061 170.0 876 170.0 1275 170.0 1009 170.0 1488 170.0 1128 1740 1700 170.0 1225 170.0 1913 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1455 +70.0 2075 170.0 1528 170.0 3400 170.0 1530 W L W 70 h 170,0 1122 170.0 937 170.0 1340 170.0 1080 170,0 1570 170.0 12M 170.0 170 170.0 1322 170.0 2019 170.0 1421 +T40 2243 170.0 1503 170.0 2802 170.0 1629 170,0 3140 170.0 1091 170.0 3589 170.0 1705 J rt. & S 78 In 170.0 1161 770.0 057 170.0 7381 770.0 1118 170.0 1811 170.0 1250 170.0 1442 170.0 13011 170.0 2072 170.0 1474 170.0 2302 170.0 158{ 170.0 2703 170,0 1700 170.0 3223 170.0 1777 170.0 3883 170.0 1706 Q J .�•- 1- j a N o 901n 770.0 1328 170.0 1144 170,0 1591 170.0 1320 170.0 1559 1740 1488 170.0 2125 Inc 1653 170.0 2391 170.0 1793 770.0 2656 170.0 1978 110.0 3788 170.0 2125 1589 3413 170.0 2273 138.6 3443 170,0 2381 Z OB In 170.0 1417 110.0 1232 Inc 1700 170.0 4434 170.0 1963 170.1) 1622 170.0 2287 170.0 1794 170.0 25W 170.0 1852 170.0 2833 170.0 20M 160.0 3199 170.0 23311 IVR 3199 158A 2470 120.0 3190 156.1 2428 1¢- �oZ � O rn to Aon t00In 770.0 1584 170,0 1409 770,0 1813 170.0 7811 170.0 2231 170.0 1870 170.0 2550 170.0 2078 144.8 2751 170.0 2271 140.3 2781 181.9 2331 123.8 2781 144.4 2281 1052 2761 126.6 2234 027 2781 1140 2190 car o a 111 h 170.0 1830 170.0 1494 770.0 1986 170.0 1700 170.0 ?293 170.0 1032 170.0 2821 770.0 2149 151.8 2832 182.3 ?245 138.6 21132 146.4 2216 1734 2632 125.0 2166 97.6 2632 116.1 2128 83.4 2837 100.3 2096 X 1201n 170.0 1771 Ism 170.0 2125 170.0 1959 151.4 7252 159.9 1891 135.1 2252 141.0 1081 120.1 2252 1272 1930 409.4 2752 118,1 1016 90,1 x162 99.6 1872 773 2252 88.9 1635 87.8 2252 812 1805 f~.) X Q I. 125.1 150 728.8 14{5 10.3 1564 108.1 1{25 59.1 156{ 91.6 1407 78.7 1684 50.7 1390 68.5 1564 723 1373 61.8 1594 65.7 135a 52.1 1564 56.0 1330 44.7 151{4 492 1305 39.1 I. 44.4 1283 Q_.N Z N 0 ae ANCHOR CAPACITY ADJUSTMENT FORMULA: �� nchorCe act Table be ANCHOR CAP._,,,, Subalrota: 2.7k 0] fd. 3.5X Cone. H40ow C;MU Fuad CMU PT wood Metal (DP,)X{ )=ANCHOR CAP.,,,, &16-Eko +p•ss Eko W16•Ebo 1H•89 Elco Ito 91aeI 972 steel 112 aletl MULLION CAP.,,°,,,_ Anchor Clip Patterns LIC Eko Nt acm 17P Eko Ulaecm 311V Eke tAOaccn 114'Elco l90oaan Uilracm Ap9raGetar Ultnom Agg,.Gat.r Scr 05IScmw(O5) 6aew1053 USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge DIMm e(in), r 2.1rr 1' 2.1rr, 3-1/8' 1• 2-IW 1• 2.12' 2' 3•1/0' r 0.46• 0.54• am. CAPACITY REQUIRED'CORRESPONDING TO AN Emb.•dmml 04 1.341 1.303 1314• 1314" r 1.174• 1.114' 1.114• 1414• 1414' 1.114• r 1-wir I-ow wales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anclam 94 4.75'Min.O.C.r Standard w Offset CPO ft.162. 39011,7 3901be 4501. Mies 1644 2701be 280 Me 354 r. 7 ft 374lbe se4lw 94810 911b0 4421bs 5801bs OPENING,WHEN R IS LOWER THAN THE MULLION 4 Anctan 0 4.80'Min.0.0.7 Standard WON CRP(Fig.3! 760 lbs 760 MI NO b. 1760[be 3232 ws 54010 560 lbs 100 lb. 1450165 748160 1272 In 1092[be 682 The 885 We 1120 R. CAPACITY(FROM THE TABLE)OF THE SELECTED SAmhas 1.71•Mtn 4G.ISterAwd w01se1 Ca .4: 1180 lbs 1400lba 10101. 25951s WA WA 949 IDS WA 10651ba WA WA WA 1353 Wa +77D Ie 2240 roe MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anton 0 31 Mi..O.C.r 2,5 aps I .S: 78o los 760 ba 680 lee 1550109 1B98His 540 ft 5501M WA 7601). 74810. SBO 63 1B9211,3 682 lb. 88511,11 1120 Lbs CAPACITY WHICH MAY BE USED TO QUALIFY e Anchone Y Min O.Q 1 235.0 CY /F ftl 156011,11 1560 11,3 1 13501ea 3120Ib3 1 3782 The 1 1050100 1120lb. I WA 4520 Its 1496 bs 1760 lbs 3784 11,. 130 W 1770 M. 221060 ADDITIONAL ANCHOR OPTIONS FROM THE 2 Amhara 90 1.6'MIa CLQ 7 NS Angle Gins!fFla.7' 1660103 1 2100 lb. 1 1440 fee, 1 3780 ten I WA I WA 1 132016 I WA 15M lbs WA I WA I WA I 20450n 1 26511.I 338011,9 I ANCHOR CAPACITY TABLE. f`RDDUCr RSVISIjD 4 Amhom A 1.34-Min.0.4 I U-Clin,Into.425'Akan.Flo.07. MA 1 A I WA WAWA WA WA WA WA WA WA WA WA NIA 14301. m cemplyiva with 970 FIOfid 8 Archin• 0.64'MIn.O.C.IU-0i Into.125-Alum.(Fig.8: WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 28111 Be F`-2.000°-�1 BuildingCode 2Archem 4.WMVL0.0JF F 10 390 lbs 1 3901. 1 450 ft 1 880 Me 1 101810 1 27016 1 25010. 1 354 Me 1401. 374 Hill 638705 94663 3416a 442lbs 56010 - A.pleincoMI(G�OZI$.O$ 4A.h- 1.71•Min.0.Cl .11 590 W I700Ihe 50563 129811,. WA WA 4701ba WA 7331. WA WA WA (SB21a 5851es 11206. .250' P- i191i pale /lQ2J NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLENOTES: BY todu FIGURE I: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: FIGURES:FIGURE 10: FIGUREI1: � � • • • • • • • • •• • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON 1111 t I t 1117 • • • •• • LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. `\\v\C,,`I•v,•,:t,/j/4e i 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. t,• 4,C, NSA '•,7' • • • a• • 8.000• R': •.-I; • • • • • • •• • • 3 MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS ; = 1,10.58705 211.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURE 5: FIGURE e: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 1Te I b • • • • ! • • • CLIPLE 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLEDLI•,�Ta o� ti! (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED :U(` !'L(7I1tDA•' • • • • • • • • MUS YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' lC v ••....•• MUST BE • • • • • • • • USED IN THICK.STEEL STUDS TO BE A MINIMUM GRADE 33.0440.045"THICK(18 GAUGE).STRUCTURAL STEEL TO PAIRS. BEAT LEAST.125'THICK AND A38,ALL ANCHORS INTO METAL SHALL.FX END AT LEAST 3 SCREW 2'X e'X.25' A.LYNNItni THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR410 S.S. R,P.E. MUWON FL P.EI ILL�58705 TABLE 14A op Mullion Capacity Table Ibafle >R Opening Width(lorvafaly-spanrfngmlAlors)orOpeningHeight(forhodzontB*spffdngmuillore) WWC' to SO N 8D In 70 In 'OO In 901n 1001n 120 in 1401n 1w in I p ReclanquIx napRrlane. Rulargular TrWUlang Rectangular TreprTr'ra R4otargdar Traprrderg Ratangula TWdang Rectangular TnaplTBang. RectarWar TaPRdara ReclarQUIN TrepMlana. Reelangular TrWMang u 1.26"x 2.11,• lcadlre. lnabrrg Loemrg Loadsg L-Mg .."' Loading Loaft 1cafty Loedre Losdrre Loading Loam's Loadrre Loading Loading Loadanp 1.08Q111g Ayr x Tube Mull n G a � g � � lad cI N a 1 4 Z �° N 42 in 1442 526 107.0 428 120.2 528 140.0 419 103.0 526 13&8 414 90.1 528 134.8 411 80.1 528 134.1 411 721 518 134.1 411 60.1 525 134.1 411 51.5 5211 136.1 411 45.1 ISM 134.1 411j LU 461n We 403 10&0 333 60.5 403 94.7 325 6•AD 403 06.4 320 60.4 403 BL4 317 63.7 403 79.1 316 4113 403 76.6 314 40.3 403 78.0 311 34.6 403 78.8 314 30.2 403 78.6 314 60.fi251n 523 362 91.0 301 6&0 382 7&3 294 6&e 362 71.9 289 51.5 362 67.2 286 4&7 382 CAI$ 284 41.2 302 638 283 34.7 362 63.5 283 29.4 362 63.5 283 26.7 362 63.5 263 W 541n .67.6 .318 74.1 267 605 318 842 281 40.6 318 57.7 258 424 318 535 253 37.7 318- 50.8 250 338 318 49.6 249 283 318 49.1 246 202 316 49.1 248 2L2 318 49.1 248 m C3 60 N 493 258 53.1 -219 41.2 268 45.7 214 35.3 259 40.7 210 Me 258 37.2 207 27.5 258 34.9 204 21.7 258 334 203 20.6 259 32.2 201 77.7 266 32.2 201 7&6 266 322 201 � U)) cap J -83 In 427 230 4&8 200 35.6 234 39.1 195 30.5 234 34.7 192 26.7 234 31.0 189 237 234 28.4 188 21.4 234 28.0 184 17.6 234 28.6 197 15.3 230 20 5 183 134 234 203 163 W . 7 0 i 681n 37.2 213 38.4 183 3t0 213 337 178 29.5 213 29.8 178 232 213 27.0 173 20.8 213 2&1 170 I&B 213 237 1W 15.6 213 222 187 13.3 213 220 168 11.8 213 22.0 198 Z (n m t 721n 2fl6 179 30.1 165 23.8 179 25.8 162 20.4 179 226 14B 17.8 179 20.9 147 1&9 179 tfl7 145 J.@@ 76 b 2/.3 161 2&4 140 20.3 161 21.fi 137 VA 161 19.0 135 15.2 161 17.0 133 � 781n 225 152 23.6 133 I&6 152 19.9 131 16.1 162 17.6 128 N r Q N O E 148 - � �' ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor CW rrallyTablaCle) F- ANCHORCAP.,K•,,,E Q _Z Bp p Su6a5ale: 2.hCOMrete 9.91 Cat. IM9anCMU Fl6MCMU PTWOod Mctd (DP•„)X( )=ANCHOR CAP.,,, fn r, 6116•Ek0 11e SS Eko&16'Eko 114•SSElco W1051ed WIZStcel W128teei MULLION CAP.,,,,,,,,o, Archy Type: 311ti•Eko ULwan 1/e Eico Unaem 3116'E Macau 114•Ek0Ultracm W N AnchoiCllpPst00ma Unarm Ag(♦eGatar 1nlaem Alaerxar Scar(�)screx165) sraw(D5) USE THIS FORMULA TO OBTAIN THE'ANCHOR EcOf x he DMarce T' 2-11? 1• 2-1/[' 3.18• r vin 1• 2.12• z• 3119• z o. o.64• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN N ry Embe0nml tafa• tarn Lard• tare 7 1-114• t-ve 1ar4• 11.114• 1-1re 1.114 2 tar8• fa,•6' .anes ACTUAL PRESSURE REQUIREMENT FOR THE U N Q O O 4Anchnni 3•Mle.o.0-/ 2.61 a 1 '78DIhe 78o10s fi80iD9 156Dbr 189810s 640109 - BBO®s NrA 7B- 749 ms BBOk6 1682 Nos 68'2lht 686 os 14MIe9 OPENING,WHEN IT IS LOWER THAN THE MULLION Q CAPACITY(FROM THE TABLE)OF THE SELECTED a Zm0 MULLION.IT WILL YIELD A MINIMUM ANCHOR d a''a a CAPACITY WHICH MAY BE USED TO QUALIFY F -� ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. - 1+1 266,--' . I fs complying fth LhD SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. os rnmplytna with rea[IBc131 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. r Building Cado FIGURE 1: I Aceeptmml4o1(oSJZ ••a9 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Expvetrart 21 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ob FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 2116• M Dds Product ANGLE CLIP MUST BE USED IN PAIRS. I 12S 11!I f I r r r 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED L (�r CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED r \` 10� •....... F YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T5 AND BEA MINIMUM OF.125' 1 {��.•'\\OE'13F ''• THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045•THICK(10 GAUGE).STRUCTURAL STEEL TO BEAT 1.26"X 211"X.125'MULLK)N LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) =is No.58706 THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-6 S.S.OR 410 S.S. _ it A.LyRwMLLt�,P.E. FL P.E.#68705 TABLE 15A MuillonCapacity Tabl•IbsBt) � Opening Width(fortelBcally-sparningmUliorm)orOpmingHeight(for hmiwrta*spBMrlgmuliols) y9!7 0 501n W in 7o in 50 In 001n 100 in 120 In He In 1BO In ReU4ngulor Tm"Ang. Red r Wer Twmmlg. Rectangular naplTdRrl eng. Reclenwar TrepanO• Reelsngder 71epm.g. Rrm ed"auj4f Mvprldang. Reomwff Trapeng. RaelenOw R pridarlg. Redwoular Tiapl16sn9. x4 a 3.26"30 LW41ng Loafing Loafing Loadn9 Losdn9 Loafing L.oadno Loadno IAsdb9 Loadrq Loafing Loofg LAadw Leadng Loading Loafing Loadog Leedng sY i'f DEG.AL a z Q r n a r a y, 77 le BAYMULLa .. s� .. .. .. 8r. •�.. .. 9.. ,. $ •Q.. '�.. s s s all, $ l b� s pp. s� SpI Bp�r a phi �R l$fK � s �g 'S5 1�LF#E@ E � �y a fn E�s 8'B@ 3d � fid fid E �d � �d 3 d 3ga a'L� drc� a d s�. zdtl. fid z �d 5 fid d 0 N F 4217 I 170.0 620 170.0 435 1170.01 744 170.0 47a 170.0 EW 170.0 508 170.01 992 170.0 619 110.0 1116 170.0 521 170.0 1240 170.0 621 110.0 14511 770.0 521 170.0 1736 170.0 521 149.1 1740 170.0 521 W 48 In 170.0 708 170.0 524 170.0 650 170.0 661 170.0 902 170.0 030 170.0 1133 170.0 fi81 170.0 1275 170.0 677 170.0 1417 170.0 680 162.2 1572 170.0 Cd0 130.6 1672 170.0 680 114] 1622 170.0 6110 � N 50.0'44 In 170.0 747 17QO 583 170.0 Egg 170.0 631 170.0 1045 170.0 584 170.0 1195 170.0 723 170.0 1345 170.0 747 1842 1443 170.0 768 138.9 1443 170.0 766 117.7 1443 170.0 758 102.0 1443 170.0 756 W (3 () 641n 170.0 707 17x0 612 1170.0 056 170.0 691 170.0 1116 170.0 WA 170.0 127(1 170.0 603 1604 13M 170.0 837 144.3 1363 170.0 656 120.3 1353 170.0 961 1001 1353 170.0 a91 90.2 1355 170.0 861 m try 60In 170.0 11&7 170.0 701 170.0 1063 170.0 797 197.0 1218 170.0 078 146.1 1218 170.0 944 128.8 1216 169.11 938 1189 1210 1521 924 87.4 1215 148.1 913 63.5 1215 146.1 913 73.1 1215 140.1 913 J 63 In 170.0 930 170.0 745 170.0 1115 170.0 650 150.2 1150 165.0 033 IMA 1150 163.0 914 116.0 1150 10.0 698 106.1 1150 1342 896 e7.6 1160 126.7 871 75.1 1160 125.2 570 65.7 1160 1201 570 IL W 66N 170.0 874 1700 T6B 152,4 tole 163.6 801 130.0 1018 1408 581 114.7 tole 133,1 650 101.8 1W6 123.4 839 81.4 1018 118.9 830 761 1016 108.4 all 61.3 1040 100.2 1116 67.1 1018 108'2 ate ? s 721. 140A 080 147.8 764 117.4 860 126.0 748 100.6 880 110.8 734 56.0 SB0 100.0 722 70.2 aw 92.0 712 70A 900 88.2 703 50.7 880 702 603 50.3 640 78.6 an 44.0 860 76.4 6115 J Z ,r 711 N 119.7 700 125.1 990 29.8 790 108.4 676 85.5 790 93.3 693 74.6 790 153.9 652 66.5 780 769 643 59.0 790 71.7 635 48.9 700 65.1 024 426 780 02.1 619 37.4 790 61.5 817 5 78 h 110.6 750 115.5 657 92.3 760 98.1 644 79.1 750 85.9 632 992 760 77.1 621 61.6 760 70.6 612 55.4 75C 65.7 605 482 760 69.4 594 793 750 682 588 34.0 750 65.6 588 FZZ- Q Q N O 90 In 721 661 74.4 500 60.1 363 SLA 181 St.fi 363 04.5 483 401 563 4a9 475 40.1 W3 44.4 464 38.1 583 40.9 482 Me 6W 38.2 452 2ba 683 33.3 446 225 603 N.e 442 Q m Z `- F W.. 00 o B11N d9.4 195 61.1 443 49.5 405 51.5 435 42.4 495 44.4 427 37.1 495 399 421 33.0 495 38.1 413 29.7 495 332 409 24.5 495 29.1 400 21.2 405 25.6 394 18.6 493 25.0 390 rn W ro�9e- 108117 41.7 301 42.6 353 51.6 391 35,0 348 20,8' 391 91.1 342 20.1 381 27.6 337 23.2 391 24.9 333 20.9 384 22.5 328 17.4 301 18.7 321 14.0 391 17.11 S15 � a o Y Y Ill In 38.4 370 382 335 32.0 370 33.0 We 213 370 20.6 325 24.0 370 25.3 320 21.4 370 22.6 ata 102 370 209 312 18.0 370 1A1 301 0 ll) N 120N 30.4 317 30.9 288 26.3 317 20.0 261 21.7 317 22.6 200 18.0 317 189 T7a iB.B SI7 17.9 21J Q M Q Q O t44N 17A 220 17.15 203 �$ Z�O O BLF 158 ANCHOR CAPACITY ADJUSTMENT FORMULA: bb 3 s8'Wal Anchor Capacltv Table h6CAP.­­) ANCHOR CAP.,,,,,,• SuMlmle: 2.7k Conefete 3.5k Cale. RWIwY CMU Fded CMU PT Wood Meml (DP_)X( }=ANCHOR CAP.,,, 5118'Eta 11CSS Eko 5118•Elco 114'Ss Elco 910 Slee) At2 Slee) 512 Sled MULLION CAP.,,,,,,,,, Anchor Cllp Patterns Anchor iype: x1C Eko Uivaeon 1/4•Eko UlBaeon Ulbecan xt6'Eko uluaon 114-Eko UOrscan ApgmGelor UOmem AggreGata screw(GO Somw(G5) Sctew(W) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge 06tanee M) 1• 1 2441- 2-112' 3•VIr 1' 2.1rr 1• 2-12• r 3.118' r 0.46• 0.54• 0.3241 CAPACITY REQUIRED'CORRESPONDING TO AN Embedmml(N): 1-314' 1-x1' 1.314• 1-x4• r 1-144• 1-114" W 4• 1.114• 1-114• tow 2• 1.319' 1-x8'• taflos ACTUAL PRESSURE REQUIREMENT FOR THE 2 AWmm 51 Nm 0.0.1 2k5 An019 Caps I(Fig.tl leg lba 399 bs 450lbe 1190lbs 17001bs 2701b1 26015 35495 740 374 lbs 720 940 lbs 341 les 4421be 56025 OPENING,WHEN IT IS LOWERTHAN THE MULLION 4 AncMna 3.5'Min.O.C.I )28'5 MOD Clips 1(Fig.211 760lbs 1 7601" 790 lb. 1670lbe 2525 be 540 lee 580 We WA 11201W 748 ft a60 We 13921bs 06295 885 lbs 1120 05 CAPACITY(FROM THE TABLE)OF THE SELECTED 9 AncMm 271•Min.o.0./ 2s5 k C4 ! . 3XI 1120 Me I 112D lb. 958144 2246 lb. 2254 be WA 840lbs wA 10591b1 NIA 1320r. wA 1022Ibe 1327 bs 1680115 MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE PRODUCTREVISED FIGURE 1: as Complying with Lha Flotld0 TABLE NOTES! BWld4ng Code Acceptance No!6-o'L18.03 • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. pI Ion Data SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. By f 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Mien Dada Product FIGURE 2: 'L L I I I l i l 11 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. •125' \��� 1�(LYI 1 .0111 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �� `?`� '• E4?3 ��' • • • • n--330'_ FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' i(�,58705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 600.WOOD SHALL BE PRESSURE-TREATED • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T5AND BE A MINIMUM OF.125' 1/ ILr_ THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' -THICK GAUGE).STRUCTURAL STEEL TO BE AT 30•BAY !!f�`: j1 •,'�( LEAST.125"THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION • • THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. ' �'•.,R7-ORLJA•'�JC ` ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. A.LYNN 101111 R,P.E. FL P.E.#58705 BLE 16A M"Iflon Ce d" AW lb9 OpaninOWidth(torwfucFkvvamirgmUliDn9)orOp•tib10H4tphtfttorimrlattspamtngmt4ons) 50M 80 In 701n so In 001n 1001n 12D In 1401n 100 in ' Recirr0olar TrapTdbrg. ROCWVJJar Tre0r7dsrp. Re"mowu Ttapirdan0. Rectowlar TLaplydae0. R4ctonoor Tr4pR85ng. Rac rular 7rogitiorp. Reale om Tr prid o0. Rec ftu0 r _Trep(9feno, Rectenootar TrWrden9• a 3.26"46 loa Lee ln0 gLao6n9 Lo4tln Load q leaden Loadn9 . Lo"n0 Loodep I LeadnO LaodnO Lowing loadno Ieednn Lo9dnO Loadnn lobdnp l4adop � DFOL AL BAY MULL at >B & a C d " d � � r, z � 251 1 11 Val III I a 11 42M 1740 624 1740 435 tt0.0 744 1170.01 478 1700 405 1 I7Uj 508 170.0 902 170.0 SIO 170.4 1118 170.0 521 170.0 1210 1140 $21 170.0 1408 nao 521 170.0 5735 174.0 525 160.3 1671 170.0 521 - bM 170.0 708 170.0 524 170.0 W170.0 504 170.0 982 1740 830 170.0 1433 170.0 881 1740 1275 170.0 077 170A 1417 170.0 800 i63.7 1537 1720 050 140.3 1637 170,0 OW 122.8 1837 1700 850 3: 50.925M 170.0 1 747 170.0 583 170,0 009 170.0 831. 170.0 1018 170.0 084 17a.o 1198 170,0 723 170.0 1345 170.0 747 170,0 1484 170.0 750 147.1 1552 170.0 TrN 120.1 1552 170.0 758 110.4 1652 170.0 756 ' $o°ULI 0 5491 4700 1 707 170.6 812 170.0 I m 1170.0 sat 1740 itis 170.6 754 170.0 1276 170.0 603 170.0 1434 170.0 &47 155.2 f455 170.0 856 124.3 11456 170.0 001 110.8 1455 17QD 501 01.0 1455 170,0 881 m O Belo 170.0 055 170.0 701 170.0 1003 170.0 767 1740 1240 170.0 $78 157.1 1300 170.0 044 139.7 1308 170.0 9B0 1247 1309 1835 9W SOFA 1303 1521 882 694 1309 157.1 902 78.8' 1308 1575 802 co Ao 031n 170.0 030• 1700 '745 1700 1110 1700 MO 102.9 1247 4700 640 142.5 1247 1645 983 120.7 1247 152.0 905 1140 1247 144.3 952 050 1247 1302 938 81A 1247 135.7 935 71.3 1247 1347 935 w 0401 170.0 074 770.0 789 170,0 1149 1740 003 14&41140 1537 WS 420.0 1100 147.9 446 1144 ilea 136.5 924 103.0 1100 5244 914 80.0 1100 119.3 498 74.2 1f90 118.1 093 04.9 1190 H&1 893 Z � 72 in 101.8 1050 169.0 s77 134.7 foto 144.5 a59 115.{ 1010 1272 842' 561.0 1014 114.7 424 444 1010 100.4 817 a&$ 1010 ORO 407 67.3 1010. 905 78S 577 1050 07.8 700 505 1010 41.7 700 j 78 In 137A 908 143.0 792 114.5 900 722.0 775 00.1 SOB 107.1 761 85.6 900 902 749 70.3 ON 00.2. 738 65.7 OW 52.3 729 57.3 ea8 74.7 7t8- '40.4 ON 71.2 710 42.9 6W 70.6 705 -1 r d, 78h 127.1 481 5325 754 tO5.0 081 1125 738 96.0 041 98.8 725 794 881, 80.5 753 70.0 881 $fA 703 830 581 754 894 530 5Bi 50.1 851 45.4 BBt 04.5 476 347 601 817 872 m O� 90 In 02.7 048 55.4 574 50.0 648 741 544 59.1 040 82.9 554 $1.7 640 56.1 US 48.0 846 60.9 537 45.4 848 47.0 SW 34.5 644 0.5 1510 20.6 046 302 611 249 $0 38.5 507 I+ 06 In 052 500 70.1 508 SBA 886 69,1 499 49.7 SW 51.4 491 424 588 455 403 37.8 588 41A 478 34.1 506 38.) 470 2&4 50 33A 459 24.3 580 30.5 452 21.3 544 28,7 M7 (~q a 10401 04 449 46.9 405 39.0 449 41.2 398 34.2 446 35.7 31 29,9 MO 31.7 207 220 449 240 302 234 449 2&1 377 20.0 449 2LT 305 .17.1 All 20.4 361 140 449 10.9 355 H tit In 44.1 425 450 305 38.0 425 37.0 370 31.6 425 328 373 274 425 29.7 387 24.6 425 282 382 221 425 24.0 354 144 425 20.7 354 iSA 425 18.5 343 p yN 1201n 344 304 35.5 331 20.1 304 29.6 320 244 3M 25.8 321 215 304 22,0 317 10.4 384 20.5 313 17.5 384 1&7 308 U tt3 ¢ 7 144 In 12021 253 2DA 233 18.5 253 17.1 230. T E 16B IkNCROR CAPACITYADJUSTMENT FORMULA* Of •� Ann c or C6 6cl T8b10ibO a ANCHOR CAP.„,,,,,,, sOnsuala 2.ttt;omrete 3SSCone. - NWIat u F4tadt2,iU P7 Wood Nath (OP,�.)X{ )=ANCHORCAP.e, 5110'Elco 1(4•SSEko 91GEko 1(4•SSElco MOSfeet ousted 612 steel MULLION CAP.,,,,,,,,,, Metxx Type 3178'Eko Ulltbcon 1/4'Elm Umacon 3118'Ekot7l04aon u4•Eko UOracm Anch4rCLlpPtattem9 MewA9praGWor Uniason A9preGata scret14i57aerew(c5} suawtaSl USE THIS FORMULA TOOBTAIN THE'ANCHOR Ed9a polema Nn): t• I 247Y I t• 1 2.72'x' 1.110• 1• 2.1Eb-s 1- 2.112' Y 3 or 1 0.48• 0,54• 0,324• CAPACITY REQUIRED'CORRESPONDING TO AN Emnadment{MY taro• Sar4• 1.32'4• taro• 1 s-va 14 �1-1111- t-u4• t-174• t-u4• r iar8' tare' ,area ACTUAL PRESSURE REQUIREMENT FOR THE 2Amtne 5-".or11 2,s ( .t me uu 450 ms 690 ma 1700 Ona 22'9 mo 2843541w 74oma 3741es. 72pt6a - 94am4 3411be 4421ho 550 It. OPENING,WHEN IT I S LOW ER THAN THE M ULLION 4Amhm Mr Min.O.C.t{x32x5A t ,77: 180 IDS 780I5s Teem¢ SBi015e 252501¢ 640 ms 580RIA 11200p 748112'1 084ma 18921e3 682191 BSS be 1120w CAPACITY(FROM THE TABLE)OF THE SELECTED O AnoMra 271.4Nn.Q0,122x6M a ( .3 11201W1t2016a 9 ma 2248 lbs 2254 m1 LDA e40 WA 1058180 wA 1320•n wA 1O221W t3211bs t ms MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. T`RODUCT REVISED FIGURE 1: TABLE NOTES: w complying with OwFlo" Dui1dM8Code'b•a2lS o3 Acanpfeneo 740 • • 1)SEE SHEET 9 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Cx itNlon Date QQ'a f SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. B Y FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS 13 ALLOWABLE MLm' 2143dnet • • • • HOMES TO ULLION AND RIL Dt N HEFIFIELD FOLLOWING SHOWN OWNDIMENSIONAL RESTT TO SCALE.FOR R ICTIONS CT ONS DIMSHOWN ON SHEETS 2ONS,SEE SHEETS 1-12 .125' __.45• LYRIC)i, FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACi 301 SPECimATK7NS.HOLLOW AND GROUT FIUJED 3.250 - rio,53705 FIGURE 3: 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 8483-TS AND BE A MINIMUM OF.125' THICK,STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(18 GAUGE),STRUCTURAL STEELTO BE AT ny y K $ �j til 45•BAY LEAST.125•THICK AND A38.AI. ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS SEYOND y�y MULLION s ATti Oc L ll 0 THE MATERIAL#10&#12 ANCHORS INTO WOOD MAYBE STEEL,I"S.S.OR 410 S.S n I,,. ANGLE CLiP(FIGURES 1-3)MUST BE USED iN PAIRS. Y FL P.E.#58705 1.000' 1.000' f- t.oez•-1 � T4o^ 083'- .385• �I w FTi .062' 1 �"I�^ 125' 082' o 438-a2 4.000' -.125'STANDARD CUP I gx 4.000' 4.000' 2000' 2.125' 2.825' 6083-TBALUM. 2.000" 2X5 ANGLE CLIP ,125• X-SECTION U-CLIP 8083.76 ALUM. I I 6083-T6 ALUM. X-SECTION .125' N .125' XSECTION .125" .125' � � �N�m W .031' 0 to 1 IU-1 11 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE ILI -.1 155'J - DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE j 2 .375• 375" ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR '2 it N HOLE DIAMETER:ANCHOR DIAMETER+11181. W m p 2-- 1"X4" O 1"X4'%.125' 1•X4"X.376° 1'X4'X.375' m to 0 F" MULLION MULLION 'T'-MULLION .375' 8063-T6 ALUM. 6063-TB ALUM. 6063.70 ALUM. 3,125• • CREA E F-CUETO 376• 5.000" MIN. QQ ISD XSECTION XSECTION XSECTION '376• _CREATE.SHEESEE MIN. N J MIN, DETAIL P.SHEEi4 _� Z 1.250• .375' Z UJ m --r----'---� I r-------`i r---------- ------------ .375" _ 2 I I I I CENTEROF 1 t] W 1.250' -1,250"-- I I I I I ANCHOR HOLE 1 I MIN' p,n rcZ MUST LIE WITHIN I I _ { I 1 I 1 THE DASHED 1 _ V r r I t fI I I F 11 BOUNDARY.SEE I I Z 0 Q N o 2.876"D --- T --- - SHEETS 520 FOR F 1-_-_-___1 Q Z..Z I I I I I 'THEANCHORO.C. I I F Q o CIO 3.94' i i I i i F DISTANCE. j Z _ 32fi0' 3,2�• I I f I I ANCHOR 1 I Q jy I I I I 1 I DIAMETER: J co y .100' .100• ..100° YCENTERI' ANCHOR Q DIAMETER+1118Z.100" 2X5 ANGLE CLIP__I.• 8�STANT6 ADUMCLIP 808 T6 ALUM. BOTOPViEWM--i .820'F� T -^1 .820" I^- --1 .820' 1-•- ACHORHOLEMUSTUETOPVIEW TOPVIEW THE DASHED BOUNDARY.SEE 1.25'X 326•X.100' 1.25'X 3.25"X.624' 1.25"X 3.94'X,824• SHEETS 5-20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Value(In)Far Mulllon: Dlmenelon Value(in) For Mullion: 0005.75 ALUM, 8005-T5 ALUM. 8005-TS ALUM. DIAMETER ANCHOR DIAMETER+1116". 1 X4'X F 1.035 1.25X3.25" XSECTION XSECTION XSECTION G 1.000 .125' G 0.600 X.824' H 2660 Aluminum H 1.430 Aluminum 3.468' 5.500• ( 3000 Tube Mullion I 3.250 Tutee Mullion 2.681" VAL .375" .375• F 3.187 1'X4'X F 2.025 25'X3.94• Q137r- ' MIN. G 0.751 .379' G 1.125 x.824' ` r___ ___- -_______� H 2430 Aluminum H 1.500 Aluminum -^v'41UC1'REVIS£D 1 3000 Tube 8 T 1 3.250 Tube Mullion :o comFlying with The Florida F 2250 1.W X3.25' F 2.813 30'Ba Mull Building Cade G 0.760 X.100' F 2.876 45•Be Mull Fce.125' H 1.500 Aluminum F 2250 I I1 3250 Tube Mullion 13 H &H5045°BAY MTABLED30'BAY MULLI8003-TBU;-,_______� _____� Mull Dimension PGT PaRp6083-TBALUX-SEC ` Bhaetll •••"••• X-SECTION ( ) Mullion Sm.CUP D(bet OBF u-0BP Angle CUP `' 0N•• •P X4'X.125'(10) 89354 6W111M W61122M SM241M 886518M G OFFSET CLIP � ._; '•,�� J .125' 6063-TO ALUM. 1•X4'X.376'(11) 65610 656112M M1123M 6W242M 666519M I Io.(787D� .228'J -228" TOPVIEW 1'X41%,3757'(11) 85653 M112M 6661123M 886242M 6W519M - NOTES: .740' 1.25'%3.25'X.100'(13) 20180 8881127M 8801124M 0=4110M 0865115M "' �•/yyyf�jL (u 1.25'X3.25•X.824'(14) 20161 6661128M 6681125M 66MIlM M5118M 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.26•X9.94'X.024•(16) 20182 6801117M 0681128M 688241M 666517M 'p S 1L P ; 30 Degree 18 08849 WA WA W 8685110M 0�`•''•.F......''.\C!�'\ 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. ( ) �� /,� •• C' 46Degree(20) 88650 WA WA NIA 8685111M �iS.S 1 `F� 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.LKtyJ+�44 R,P.E. FLP-E.1f 58705 TABLE E Mull Dimension PGT Pert# � r (sheet#) Mullion Std.Clip U-Clip Angle Clip I I' •126° -°��r-•12S --11�-•126` �$� a T'X4"X.25°(18)1 66602 666261M 666271M 6665112M c ° 2"X6'X.25'(17) 66604 666262M 866272M 8865113M11.490' I STANDARD CLIP I U•CLIP 2X5 ANGLE CUP 6063-78 ALUM. 6063-TB ALUM. 6063•T6ALUM 2.6XSECTION 2.125° XSECTION 2.000" X-SECTION LL NOTES: N -.125" I .125' .125' 8 Im 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING to co DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L ZO m04 N 2)SEE SHEETS 8.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. �---•1.490'--� j W 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 5.500" � g3 CUT HERETO N 2.00(r .375' 3.500' -I CREATE FCLIP, FF-- 5.000° 375' W U o O I Dp o F MIN. r-SHEET 4SEEDNL F, MIN-375* � .375' I MIN. ZO m J N J -----------------'--------�- -- -- Z T--------------------- W! w .� D_ v Z I I I .250" 4.000' -�-- -- --�- 3.438' + 3.436" �•-------'-j F V Q � o 2"X 4'X.25' I I I I Z ❑ MULLION I I I 3438" 1 I Q Z.,Z m 6063-T6 ALUM. j I I I /Jj Q�' 014 X-SECTION I I i I I I MIN. N O y L---------------------� W - `1 Y L- -_-- _.-_._ -- -_• It L I J !n 1n L•- STANDARD CLIP 2X5 ANGLE CLIP U � Q U-CLIP,8063.76 ALUM. Q CENTER OF ANCHOR HOLE MUST LIE 6063-TB ALUM. SED FOR 2'X4"MI ION.SHEET16 CENTER OF ANCHOR HOLE MUST LIE gOg3-TB ALUM, a Z�� N • -WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW g m O ms;0 SHEETS 5-20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR O.C. go: Q', DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE DIAMETER:ANCHOR DIAMETER 1/16•. -WITHIN THE DASHED BOUNDARY.SEE _ DIAMETER:ANCHOR DIAMETER SHEETS 5-20 FOR THE ANCHOR O.C. 5.500" LE � DISTANCE.MAXIMUM DIAMETNCHORER -V1 2.000' 3.500" CUT HERETO DIAMETER:ANCHOR DVIMETER*1/16. r- -� .375' CREATE F-CLIP. _,375 5,000' MIN.' rC SEE DETAIL F. .376° ' SHEFT4 MIN. rt MIN. 375° I I 1 I I I I I I 1 I I "RoDUCTRRVISBD I I j I I I as complying wilh d�c F6ai& I I Buil ptumm de 16.02.16.03 Aereplanro No I E pimliml.Date $02) By .250' 6.000' 4 -i-- �-- --. 4.688• �- t--- 5.436" --------i MI `\`trod�ql 11, I I 5.438' ()'A .....,• 2"X6'X.25MULUON I i ' i i `���.•'��ceNSE'•�Fo g063•T6 ALUM. I I i I I " No.56705 7 '% X-SECTION I I I I .375" ^• I I I I L-------------- J MIN. -\1'• n=- ------- STANDARD CLIP° U-CLIP 2X5 ANGLE CLIP �'��` .250' 6083.78 ALUM. 6083-TB ALUM. 8063-T6 ALUM. 'i `S V� "' TOP VIEW USED FOR 2"X 8'MULLION,SHEET 17 TOPVIEW I 1 ��� TOPViEW A.LYW�MILLE�R,P.E. FL P.E.#58705 i EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-114•.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01-60.0 PSF. n NOANCHORS IN HEAD 1)INITIALLY ASSUMING THAT 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32'+32+1"=65'.REFERENCING SHEET 25,THE COLUMN USING ® q u --- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4"AND WILL MEET OR EXCEED THE REQUIRED :3 DESIGN PRESSURE OF+50.0/-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. "I-SEE SEE FENESTRATION DE7.I_ FROM TABLE 3A,SHEET 7,THE 1'X 2.75'X.375•MULLION(LENGTH=72",OPENING WIDTH=70'MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1.58.3 PSFAND WOULD d NOT BE SUITABLE FOR THIS APPLICATION. o fill: PRODUCTS SHEETS 6x APPROVAL,,.,, 2.3 .- FROM TABLE 4A,SHEET 8,THE 1-X 275'X.650'MULLION(LENGTH=72,OPENING WIDTH=707 HAS A DESIGN PRESSURE OF+1.72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE LL 72' OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. MULLION C4 LENGTH2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)k12 ANCHORSAND THE 2%5 1s •SEE m ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. Z N rY U) DETAIL.. 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MUW ON SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL W SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE J 23 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. if N 4�-] IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 723 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, W 0- N � NO 1-1 ANCHORS IN WIWIN-DOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: m � --3Y -�4--MULL WIDTH 638 LSS (60 PSF)X( )=524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 45) OPENING WIDTH- 727 PSF g m z THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-318•,THE OPENING REQUIRES A � DESIGN PRESSURE OF+50.01-55.0 PSF. r FOR THE VERTICAL MULLION: 1"' Q N o 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72'+1'=108'AND THE OPENING WIDTH IS 36'+36'+1'=73.REFERENCING SHEET 25, Q Z m o THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.3/0'AND WILL EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01.55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. SLLII,, J o FROM TABLE 3A,SHEET 7,THE 1-X 2.75•X.375-MULLION(LENGTH=108%OPENING WIDTH-80')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/15.1 PSF R' �¢ Y `1 MULLWIDTH AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U x Q U FROM TABLE 12A.SHEET 16,THE 2-X 4"X.250-MULLION(LENGTH=108",OPENING WIDTH=80•)HAS A DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS d ggg Z�W N DETAILS, FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. ro €�:0 32' FENESTRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36'+2'=74',NOT 73•AS PREVIOUSLY � -7 2-3 PRODUCTS \ ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN APPROVAL", THE 73'DIMENSION(35-1127+35-112'+2'--73') I - 2)USE TABLE 12B TO FIND THE ANCHOR TYPE.ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED VERTICALII CONCRETE HEADER AND SILL ARE W WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THEW.CARE MUST BETAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. MULLION L - SEE SEE USING THE STANDARD CLIP WITH(6)3116•ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-12•GIVES AN ANCHORCAPACITY OF 1050 LOS WHICH IS GREATER,AND LENGTH DETAIL., DETAIL E, THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LES. & OPENING SHEETS 23 SHEET FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2'X 4'X.250'MULLION.IN THIS EXAMPLE WE WILL MATCH THE HORIZONTALAND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER H MULLION TYPE COULD BE CHOSEN. LLI ' PRODUCT'REVISED MUON 7 1 THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32'+72'+2•=108•.REFERENCING SHEET 25.THE COLUMN USING TRAPEZOIDAILTRIANGULAR LOADING MAY BE as wniplytn{wHh 9w Fla" USED.FROM TABLE 12A,SHEET 18,THE 2'X 4'X.250'MULLION(@ LENGTH=42'.OPENING HEIGHT=120 HAS A DESIGN PRESSURE OF+/-`170.0 PSF WHICH EXCEEDS THE da Aclmptmce M Iro•O-2f 8.03 REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. E P-1 lion w 120$1 SEE MAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE$ By � � SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH Mier Dade hodud 23 (4)3/16'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED \t t I f I I t ANCHOR CAPACITY OF 521 LBS. `\�J 11 S( l,Y+llV Ail/(��i�ii 38',HORIZ. I I 3B',HORIL ---I h-- 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 128 FOR THE LLCUP SHOWS THE ANCHOR -�`�1'�•-'•�\G£NSE•'•.�� �' MULL LENGTH MULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 621 LBS.THE OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. '�:• NG.53705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: +/b1.7 PSF FROM THE VERTICAL MULLION; ,.O "`�"1�(� `�• /��L +)-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; -�� '. �1(( Li +/-170.0 PSF FROM THE 38'HORIZONTAL MULLION ATTACHINGTO THE VERTICAL MULLION(INTERSECTION). ;()'•, S'ACE U• 1J`' THE LOWEST DESIGN PRESSURE IS+/-84.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. %'\ '•.,�LOi;tpA, 1:y,: VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION �'%`SS/Q• - ..�C\`�� NAI. It. PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LY; NN MIP.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTSTO MULLION. FL P.E.#58705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALRRIANGULAR LOADING: PW PW PW _ �A ESHOH JS�HJDH SH1DH - SHlDH PW pW U7 ��m� I O N� r r ul 2 l In Go r LO o O LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS _ SGO - -- Z i m PW � _ LOADING OF VERTICAL MULLION = to Lij @ Z ,00 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q d J •y Ol p I Q Z [V PW PW PW g0 OCD 1 (� $ IPW - W0.' Z Y Y _ to co SHIDH SH1DH mo 4 SH1DH SH1DH = Q O O _ r r SWDH — N0. a I r LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I r r 1 SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION 1 I PW PW _ �I/ HR 1 -- _ r F I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL i I PH HINGED DOOR PW PW I NOTES: ;itGOUCTREVISED I .0 wmplying-ilh the FtmWa . _ t)DRAWINGS ARE Ruilding Code RERESENTATIONS OF TYPICAL Accepla,m No ( O I PW CONFIGURATIONS. Uate_ �� PW - - CONFIGURATIONS NOT SHOWN EVimiipn MAY BE EXTRAPOLATED FROM Mlmn' a hoduct THOSE SHOWN. r r I 2)IF THE LOADING TYPE CANNOT \%, LYtN BE DETERMINED,USExx I / PW RECTANGULAR LOADING. . •tip,•' ��`%E 14yT* P - PW PW I / 3 SEE PRODUCTS'APPROVAL FOR f • ) �'i.t No.Ci870G ' j r ACTUAL ANCHOR LOCATIONS. LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION 1 PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j `�� -'O•••v�� N 1 6 li j• SGD . . STiTLUF L<�: LOADING OF VERTICAL LOADING OF HORIZONTAL A. MULLION MULLION FL P.E.#58705