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Product Approval
Advanced Architecture & Planning LLC: Architect & Planning 4929 S. Indian River Drive Ft. Pierce, FL 34982 (772)631-5709 Wind Loads for Double Hung Windows Certification: August 19, 2015 Bill Laprade i�ia5�rrotciai Stuart, Florida Cell: 772-283-0616 Email: glassprofessionals@gmail.com Project: Existing Double.Hung-VkTinda«,Replacements, 15' High: Well's Residence, 10200 S. Ocean Dr., Suite 203,Jensen Beach,FL 34957 Dear Mr. Laprade: Please know a wind load analysis was completed for the following: 1. Three,rouble Hung Windows,NOA 13-1125.02 by PG'1 industries,Model: rouble Hung Window with PVC frame and Small Missile Impact rated, using the ASCE7-10. Allowable Design pressure of+65 psf and-80 psf; To calculate the applied wind loads for the window and sliding glass door replacements,the following rara,a«eters were used: Window& Sliding Glass Doors height 15 feet; Exposure D; Wind speed 170 mph;Enclosed Structure; Category II, Wind Zones 4 &5; When taking into account the external and internal pressure coefficients and adjustments per the ASCE?-10, the 're5ttlfing and goy-mi-ni,orad mosi.,every annlied-x-t ind nressnre comes to+64,4 psi t-77,6 n`X. With all windows installed per the above noted NOA,the allowable pressures all exceed the applied wind loads in this application and is therefore acceptable to this office. If you have any questions, please contact �F pto Thank you, 0 ADVANC •y ARCHITECTED PLANNING ARE$ LL AA-26002573 , Ravma r tladny, B_arch_S AIA,NC 6002573 M IAM I•DADE MIAMI—DADE COUNTY,FLORIDA i PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The 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 91)H2760"PVC Double Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 08-00884, titled "DH2760 PVC Double Hung Window Impact", sheets 1 through 7 of 7, dated 10/27/09, with E dated 05/20/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Section 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, series, and following statement: "Miami-Dade County Product Control Approved" and American Architectural Manufacturers Association Permanent Label Requirements,unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 11-1013.20 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. 13-1125.02 MIAMI•DADE COUNTY Expiration Date: September 22,2020 J5 J�5 Approval Date: June 11,2015 / I Page 1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. -2. Drawing No. 08-00884,titled"DH2760 PVC Double Hung Window Impact",sheets 1 through 7 of 7, dated 10/27/09, with revision E, dated 05/20/15, 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 4) Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94 5) Operating Force per ASTM E 2028-08 along with marked-up drawings and installation diagram of series DH-2860 white PVC double hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-7486,dated 08/12/13, signed and sealed by Jorge A. Naya,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 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of series DH-2760 and series DH-2860 white PVC double hung windows, prepared by National Certified Testing .Laboratories, Inc., Test Reports No. NCTL 210-3637-1, dated 01/31/08 and NCTL-210-3641-1,dated 02/13/09, all signed and sealed by Gerard J. Ferrara,P.E. (Submitted tinder NOA No. 09-1103.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), prepared by manufacturer, dated 10/07/11 and updated on 05/22/15, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). Manuel Ppwyt.E. Product Controlxa iner NOA No. 13- 125.02 Expiration Date: September 22,2020. Approval Date: June 11,2015 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemaurs &Co.,Inc. for their"DuPont Butacite@ PVB Interlayer"dated 04/11/13,expiring on 12/11!16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont SentryGlasO Interlayer"dated 08/25/11,expiring on 01/14/17. 3. Notice of Acceptance No. 12-4420,01 issued to L.B. Plastics, Inc. for their "Florida Bronze Color Laminated White Rigid PVC Exterior Extrusions".dated 12/06/12, expiring on 12/30/15. 4. Notice of Acceptance No. 10-1248.02 issued to L.B. Plastics, Inc, for their "White Rigid PVC Exterior Extrusions"dated 12/34/10,expiring on 12/30/15. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010 and with FBC-511.Edition (2014), issued by manufacturer, dated 05/22/15, signed and sealed by Anthony Lynn Miller,P.E. 2, . Statement letter of no financial interest, issued by manufacturer, dated 11/14/13, signed and sealed by Anthony Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No. FTL-7486, issued by Fenestration Testing Laboratory,Inc.,dated 08/12/13, signed and sealed by Jorge A.Naya,P.E. 4. Proposal issued by Product Control,dated 04/30/13,signed by Jaime D. Gascon,P.E. 5. Laboratory addendum letters for Test Reports No.NCTL-210-3637-1 and NCTL-210-3641-1,both issued by National Certified Testing Laboratories,Inc.,dated 04/06/10, signed and sealed by Gerard J.Ferrara,P.E. (Submitted under NDA No. 09-1103.07) G. OTHERS 1. Notice of Acceptance No. 11-1.013.20, issued to PGT Industries, Inc. for their Series "DH-2760 and DH-2860, Vinyl" White PVC Double Hung Windows — L.M.I., approved on 12/08/11 and expiring on 09/22/15. Manu i P .E. Product Control Exa iner NOA No.1 25.02 Expiration Date: September 22,2020 Approval Date: June 11,2015 E-2 53 1/4- MAX. FRAME WIDTH-- 49" MAX. SASH WIDTH REVISIONS 44 9/16' REY DESCRIPTION DATE APPROVED 6" MAX.— MAX. D.L.O. WIDTH6" MAX. TVP. E JADDED GLASS TYPE F UPDATED TO FSC 5TH ED. 05/20/15 JR 13 MAX. 0.C. BALANCE POCKET STIFFENER (2) TYPICAL %CH JAMB 6' MAX. NOTES: 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 45 3/4" FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).' MAX. 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER D.L.O. ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE it" HEIGHT ARCHITECT OR ENGINEER OF RECORD. MAX. D.C. 3) UNITS MUST BE GLAZED PER ASTM E1300 SEE SHEET 7 FOR APPROVED GLASS �YPES. 4) APPROVED IMPACT-PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT T_ 50 1 IN WIND-BORNE DEBRIS REGIONS. 78' NG 6" MAX. SASH 5) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE MAX, SPRING HEIGHT OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". . ... FRAME 3. LOADED 6) ALL WOOD BUCKS LESS THAN 1-1/2- THICK ARE TO BE CONSIDERED IX INSTALLATIONS. WOOD K HEIGHT MAX. LOCK BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. LOCATE ANCHORS AS SHOWN IN kX. (INSIDE) ELEVATIONS AND INSTALLATION DETAILS. WOOD BUCKS ARE OPTIONAL, UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE 3RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR) MAX. T 7) FOR INSTALLATION INTO WOOD FRAMING OR 2X BUCKS, USE #10 WOOD SCREW WITH SUFFICIENT 11" LENGTH TO ACHIEVE A 1-3/8" MIN, EMBEDMENT INTO SUBSTRATE WITH 13/16" MIN. EDGE DISTANCE. C FOR INSTALLATION THROUGH 1X WOOD BUCKS INTO CMU/MASONRY, USE 3/16" ITW TAPCON ANCHOR MAX.i�L 8) WITH SUFFICIENT LENGTH TO ACHIEVE A 1-1/4" MIN. EMBEDMENT INTO SUBSTRATE WITH 2-5/8"" 6" MAX. MIN. EDGE DISTANCE. 2 7/.'. 7-��X MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN 9) FOR ANCHORING INTO METAL FRAMING USE #10 TEK SELF TAPPING SCREWS WITH SUFFICIENT 7 SASH LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE FRAME THICKNESS. REINFORCEMENT LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. WEEP SLOT 2 7/8 2 7 - 10) ALL FASTENERS TO BE CORROSION RESISTANT. .14' x 1.5" 45 7/16" MAX. D.L.O. WIDTH INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR TYPICAL 0" MAX. SASH WIDTH SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: PVC ORIEL A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. DOUBLE HUNG WINDOW C. CONCRETE MASONRY UNIT, CMU - NORMAL WEIGHT AND COMPRESSIVE STRENGTH, FC EXTERIOR VIEW OF MINIMUM 1.9 KSI. CONFORMS TO ASTM C90. 11) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT.SHOWN HEREIN. GLAZING TYPE A E AND F WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. DESIGN PRESSURE RATING IMPACTRATING FRAME MATERIAL: EXTRUDED RIGID PVC .075" THICK. VERTICAL JAMBS UTILIZE ALUMINUM 6063-T5 REINFORCEMENT BARS/POCKET STIFFENERS. +65.0 PSF LA* SASH MATERIAL: EXTRUDED RIGID PVC .10" THICK WITH REINFORCEMENT BARS. RGEAND SMALL 12) THE 2760 SERIES USES A EITHER A PVS OR SENTRYGLAS, (SG) INTERLAYER. UNITS GLAZED WITH 80.0 PSF MISSILEIMPACT GLASS CONTAINING AN SG INTERLAYER WERE PREVIOUSLY KNOWN AS THE 2860 SERIES. 13) REFERENCE L.B. PtAsncs, INC NOA'S FOR FLORIDA-BRONZE LAMINATED & WHITE RIGID PVC 1111111 PGT INDUSTRIES \,)(N TABLE OF CONTENTS A \06 _�O ODUCrREVISED NOKOMIS, FL 34275rc SHEET DESCRIPTION complymg with tba Florida 1070 TECHNOLOGY DRIVE 1 ELEVATION, ANCHORING AND NOTES ondtngCodo ,. ptarm N DH2760 PVC DOUBLE HUNG WINDOW IMPACT LU 2 ELEVATION AND ANCHORING ELEVATION, ANCHORING AND NOTES 50 E 3 BILL OF MATERIALS AND CROSS SECTIONS By 0 Mi n a4 Product our DRAWN: REV FLOR0 INSTALLATION DETAILS L TJH ........... T67 08-00884� E f � NN _Ls 'Al ISO-k%P�E. 7 COMPONENTS AND GLAZING DETAILS SCALE NTS 1— 10/27/09 1 sm-I OF 7 705 53 1/4" MAX. FRAME WIDTH REVISIONS 49" MAX. SASH WIDTH REV DESCRiPRON GATE APPROVED 44 9/16" E ADDED GLASS TYPE F, UPDATED TO FBC STH ED. 05/20/15 JR MAX. D.L.O. WIDTH 8" MAX. O.C.10" MAX. --{ 6" MAX. BALANCE POCKET STIFFENER (2) TYPICAL EACH JAMB �/ Li MAX. O.C. 78" 6„ 6„ r 3„ MAX. MAX. FRAME HEIGHT / SPRING 3" 38 1/4"LOADED MAX. MAX. SASH LOCK 11" I (INSIDE) 33 13/16" HEIGHT MAX. O.C. T MAX. T D.L.O. HEIGHT SASH REINFORCEMENT WEEP SLOT 2 7/B" 2 7/8" .14" x 1.5" 45 7/16" MAX. D.L.O. WIDTH TYPICAL 50" MAX. SASH WIDTH PVC EQUAL-LITE DOUBLE HUNG WINDOW EXTERIOR VIEW GLAZING TYPE A,B,C,D OR F DESIGN PRESSURE RATING IMPACT RATING +65.0 PSF LARGEAND SMALL 80.0 PSF MISSILE IMPACT PGT INDUSTRIES NSF''•:�' ''% 1070 TECHNOLOGY DRIVE PRODUCTRRVISBD NOKOMIS, FL 34275 ND.,eToS as complying with tho Flodde Building Code .O = �c . uj A Iratio°�N DH2760 PVC DOUBLE HUNG WINDOW IMPACT K' I Gx DationDalc .. - '0•'. 5 p LUZ ELEVATION AND ANCHORING '•, s ATE Miami ade Product Con DRAWN; DWO N0. REV �i ` �i\�I TJH OB-00884 E 'rSS/ONAI' ` SCALE NTS DATE 10/27/09 SHEEP2 OF 7 AFL PE'�I5B705E• PARTS LIST REVISIONS N0, PART NUMBER DESCRIPTION MANUFACTURER MATERIAL REv DESCRIPMON DATE APPROVED 1 8301 FRAME HEAD&JAMB LB PLASTICS INC. RIGID PVC 1 33 E ADDED GLASS TYPE F. UPDATED TO FBC 5TH E0. 05/20/15 1 JR 2 6302 FRAME SILL LB PLASTICS INC. RIGID PVC 13 3 8305 SASH HORIZONTAL LB PLASTICS INC. RIGID PVC 4 8307 OUTER SASH INTERLOCK LB PLASTICS INC. RIGID PVC 3 =E= 5 8306 SASH VERTICAL LB PLASTICS INC. RIGID PVC 6 30 6 8320 SASH 5/16' UFT BEAD LB PLASTICS INC. RIGID PVC 17 ao U 1 29 16 19 17 5 7 10 2 7 10 36 16 12 33 19 7 '8321 SASH 5/16'PLAIN BEAD LB PLASTICS INC. RIGID PVC 60 �� INTERIOR 21 F 6 11 p ❑ p 8 718610W BULB SEAL FRAME SILL ULTRA FAB 65A TPE 9 9 8308 INNER SASH INTERLOCK LB PLASTICS INC. RIGID PVC 23 7 10 70 6323 SASH 7/B'PLAIN BEAD LB PLASTICS INC. RIGID PVC 0 ❑ o D 11 6324 SASH 7/8'UFT BEAD LB PLASTICS INC. RIGID PVC 26. O �D �=p 28 ❑I�o a�❑ 0 l�� 12 2NB-8K-038 RIGID FILLER 1.279'85 DUROMETER FRANK LOWE NEOPRENE 27 LID❑ �DO 13 8341 HEAD ADAPTER LB PLASTICS INC. RIGID PVC 4 14 8342 SILL ADAPTER LB PLASTICS INC. RIGID PVC (� 20 15 8340 OUTER BALANCE COYER LB PLASTICS INC. 22 O 9 D ElEXTERIOR ❑ 16 8340 INNER BALANCE COVER LB PLASTICS INC. n ❑ n MASONRY 17 ST1007B SASH REINFORCEMENT HYGRADE A653 GALV. STEEL 3 I�ILLLUUUJJJI I, 7 10 FLANGE 18 2NB-BK-018 RIGID FILLER.797'85 DUROMETER FRANK LOWE NEOPRENE ❑�❑� II 36 29 15 19 21 24 23 26 5 77 60 Ilk 19 G23251NW WEATHERSTRIPPING FIN SEAL ULTRA FAB POLYPROPYLENE �D 26 HORIZONTAL CROSS SECTION 20 G23321NW WEATHERSRTIPPING FIN SEAL ULTRA FAB POLYPROPYLENE 6 11 CONSTRUCTION NOTES: 21 V851F34F-3 SCREEN FRAME EASTERN METALS ALUMINUM 6063-T6 EXTERIOR 1) FRAME HEAD, JAMBS AND SILL ARE EXTRUDED RIGID PVC LINEALS. 8 O EACH VERTICAL UTILIZES (2) 6" LONG BALANCE POCKET STIFFENER, (4) 22 V859IF65-3 SCREEN CROSS BAR EASTERN METALS ALUMINUM 6063-T6 Q 19 PER WINDOW. ALL CORNERS ARE MITERED AND WELDED. 23 18/16FGCCL SCREEN FIBERGLASS CLOTH PHIFER WIRE FIBERGLASS 24 BOTH ACTIVE SASHES VERTICAL AND HORIZONTAL MEMBERS ARE 24 FP-50.1608 SCREEN SPLINE PROTOTYPE PLASTICS 65A TPE 14 2) EXTRUDED RIGID PVC LINEALS AND UTILIZE A 16GA. HOT DIPPED 25 SIKAFLIX 552 SIKAFLEX BACKBEDDING 2 ❑ GALVANIZED STEEL REINFORCING BAR MEASURING 1.04" x .80" x .064" INTERIOR THICK. ALL PVC CORNERS ARE MITERED AND WELDED. 26 IMPACT GLAZING SEE SHEET 7 ITEM #34, FIN ADAPTER, IS A NON-STRUCTURAL ADD-ON PART. WHEN 27 SK01-3014-G2 SASH KEEPER INTERLOCK USA ZINC 17 IT IS NOT USED ITEM #18, RIGID FILLER .797", MUST BE INSTALLED IN 28 5500-000-G2 SASH LOCK INTERLOCK USA ZINC 1.5" X .140" E:3tea 3) FRAME POCKET. MASONRY FLANGE IS EXTRUDED INTO FRAME. WHEN WEEPHOLES, o UNIT IS NOT INSTALLED INTO A MASONRY APPLICATION FLANGE MAY BE 29 ULTRA LIFT BALANCER CALDWELL STEEL (2) ® 2_7/8" O SCORED AND REMOVED BEFORE INSTALLATION. SEE INSTALLATION 30 NCRWOH-042 TILT LATCH IPS ZINC EACH END DETAILS SHEETS 3-4. 31 WA2L WEEP COVER PREFERRED ENG. HYLON MASONRY 12 18 FLANGE FLORIDA-BRONZE LAMINATED & WHITE RIGID PVC EXTRUSIONS BY LB. PLASTICS, INC, VERTICAL CROSS SECTION ARE TO BE LABELED WITH AAMA EXTRUDER CODE, EXTRUDER NAME,,�I�fl ITA;E AND 32 FPSS03F PIVOT BAR CALDWELL STAINLESS STEEL MDCA REQUIREMENTS �� i 33 8343 FIN ADAPTER LB PLASTICS INC. RIGID PVC PGT INDUSTRIES ���.��°•��cENSE' 34 SNB IN INTERLOCK CLIP WIRCO STAINLESS STEEL 1070 TECHNOLOGY DRIVE 35 SNB OUT INTERLOCK CUP WIRCO STAINLESS STEEL PRODUC171REVISED NOKOMIS, FL 34275 ;' No.58705 ulld ly gwith Lha Florid. 36 618508M BALANCE POCKET STIFFENER PGT ALUMINUM 6063-T5 ooePteocoNo 5.Q DH2760 PVC DOUBLE HUNG WINDOW IMPACT '•, 50 62869/70 SUPERSPACER(5/16'& 7/16') QUANEX FOAM EPOM W/DES. ITEMS 34 on Dow AND 35 BILL OF MATERIALS AND CROSS SECTIONS J ��5 51 71752K SET. BLOCK, 1/8'X 7/16'X 4' DURO = 85 +/-5 NEOPRENE ARE USED �`'o�` ''•.FLOR>o? ' C7�� 52 71751K SET. BLOCK, 1/8'X 1-1/16'X 4' DURO = 85 +/-5 NEOPRENE ONLY IN edeProducrC tr TJH DWG No. 08_00884 E iONA-J, \ 60 78X75FPTX #8 x 3/4'FH.SDS(4'FROM ENDS STEEL UNITS. SCALE NTS DATE 10/27/09 SHEET3 OF 7 AFL�P.EMys57o5E 2 5/8" MIN. E ADDED GLAZING TYPE F 10/05/13 J.R. REVISIONS EDGE DISTANCE 2X BUCK/WOOD FRAMING 9/16" MIN. EDGE DISTANCE REV DESCRIPTION DATE APPROVED I—`r ' G BY OTHERS, 2X BUCK TO E ADDED GLASS TYPE F. UPDATED TO F130 5TH ED. 05/20/15 JR a a BE PROPERLY SECURED d APPROVED SEALANT 1 3/e Q ''•d d' BY OTHERS MIN.IEMB 3/8" MIN. EDGE DISTANCE 1 4' ❑ METAL STUD 1 / 1/4" MAX. 160A MIN MIN. EMB. + �d SHIM SPACE BY OTHERS D CONCRETE/ �❑ APPROVED SEALANT }��d 3-THREAD BY OTHERS SHIM SPACE MASONRY 1/4" MAX. a o BY OTHERS ❑ MIN. APPROVED SEALANT o o� RIGID FILLER BEYOND BY OTHERS o� #10 WOOD o SUBSTRATE yy�� ❑�❑q SCREW c 1:30 1/4" MAX 1X BUCK BY o oLJ RIGID FILLERSHIM SPACE HT 0 IX ❑O BUCK E ❑�❑ �� PROPERLY �� 3/16" ITW TAPCON O oD© RIGID FILLER SECURED O oD� EXTERIOR INTERIOR oO�I SK CREW HEAD&JAMB EXTERIOR INTERIOR EXTERIOR INTERIOR WOOD FRAMING OR 2X BUCK FLANGE INSTALLATION HEAD SHOWN,JAMBS SIMILAR HEAD&JAMB HEAD&JAMB METAL FRAMING FLANGE INSTALLATION CONCRETE/MASONRY FLANGE INSTALLATION EXTERIOR INTERIOR HEAD SHOWN,JAMBS SIMILAR HEAD SHOWN,JAMBS SIMILAR EXTERIOR INTERIOR EXTERIOR Q o�INTERIOR � ❑� O o�� E� #10 WOOD ❑0❑ X10 TEK 1X BUCK BY as SCREW OTHERS, 1X o o ' SCREW BUCK TO BE RIGID FILLER RIGID FILLER PROPERLY ❑O❑ 3/16" ITW TAPCON APPROVED SEALANT L SHIMPACE 1/4" MAX. SECURED BY OTHERS o RIGID.FILLER SHIM SPACE APPROVED SEALANTAPPROVED SEALANT D BY OTHERS 1/4" MAX, 1 3/8" �� SHIM SPACE MIN. EMB. OTHERS D 2X BUCK/WOOD FRAMING METAL FRAMING 3/8" MIN. 3.THREAD BY OTHERS, 2X BUCK TO 16GA MIN BY OTHERS EDGE MIN.. BE PROPERLY SECURED SILL 9/16" MIN. DISTANCE BEYOND WOOD FRAMINGOR2XBUC FLANGE EDGE DISTANCE SILL SUBSTRATE 1 1/4" a INSTALLATION METAL FRAMING FLANGE INSTALLATION I I I I MIN. EMB. a, : v Q v; ��: o '(NN '• e 4 CONCRETE/ PGT INDUSTRIES ;• o ...........��NSE MASONRY 1070 TECHNOLOGY DRIVE Qtr V RODUCrREVISED NOKOMIS, FL 34275 2 5/8" MIN. BY OTHERS compiytn¢wi Om Florida it Np,58%05 EDGE DISTANCE utldlnRCode �O - c`cmNODH2760 PVC DOUBLE HUNG WINDOW IMPACT D _ o at O FLANGE INSTALLATION DETAILS IS;:�IU. SILL A istr 0' CONCRETE/MASONRYFLANGEINSTALLATION � adcPrp�yN; REV C '•.•FLpRIO P.•' TJH OS-00884 E .........'� S$I]((]((��Yry���;;��11�1pp1��II`LL`n/�� SCALE NTS DATE 10 27/09 SHEEP 4 OF 7 A FLY'P.Eik,'05E• 2 5/8" MIN. E ADDED GLAZING TYPE F 70/05/13 J.R. RMSIONs EDGE DISTANCE 9/16" MIN. EDGE DISTANCE REV DESCRIPTION DATE- APPROVED BUCK/WOOD FRAMING E JADDED GLASS TYPE F, UPDATED TO FBC 5TH ED. 05/20/15 JR d a c a BY OTHERS, 2X BUCK TO a• BE PROPERLY SECURED 1 3/8" APPROVED SEALANT MIN. EMB. 3/8" MIN. BY OTHERS EDGE DISTANCE 1 1/4" 0 1/4" MAX METAL STUD f MIN. EMB. + ❑ ��d 16GA MIN SHIM SPACE BY OTHERS COMASONRY1/4' MAX. APPROVED SEALANT D ��L1 3-THREAD BY OTHERS �❑ �d a o o BY OTHERS MIN. APPROVED SEALANT SHIM SPACE RIGID FILLER = BEYOND o BY OTHERS oa So SUBSTRATE CREW OD }� 0 oLJ RIGID FILLER 1/4- MAX. 1X BUCK B OTHERS, X SHIM SPACE o �� 3/16" ITW TAPCON �j BUCK TO BE L� ❑O RIGID FILLER PROPERLY L—A O SECURED IUJ D #10 TEK oD� EXTERIOR INTERIOR O oD� SCREW HEAD&JAMB EXTERIOR INTERIOR EXTERIOR INTERIOR WOOD FRAMING OR 2X BUCK BOX FRAME INSTALLATION HEAD SHOWN,JAMBS SIMILAR HEAD&JAMB HEAD&JAMB METAL FRAMING BOX FRAME INSTALLATION CONCRETFIMASONRY BOX FRAME INSTALLATION EXTERIOR INTERIOR HEAD SHOWN,JAMBS SIMILAR HEAD SHOWN,JAMBS SIMILAR O OD l� EXTERIOR INTERIOR EXTERIOR INTERIOR Q I� #10 WOOD SCREW 0 0 #10 TEK 1X BUCK BY a a RIGID FILLER SCREW OTHERS, 1 X o 0 BUCK TO BE Q0� APPROVED SEALANT 1/4„ MAX. a RIGID FILLER PROPERLY o 0 3/16" ITW TAPCON BY OTHERS o SHIM SPACE 1/4" MAX. SECURED RIGID FILLER � I APPROVED SEALANT �� SHIM SPACE 1/4" MAX 1 3/8" BY OTHERS APPROVED SEALANT �� MIN. EMB. METAL FRAMING BY OTHERS _�SHIM SPACE 160A MIN BY OTHERS 3/8" MIN. 3-THREAD 2X BUCK/WOOD FRAMING �1 9/16" MIN. EDGE MIN. L BY OTHERS, 2X BUCK TO SILL EDGE DISTANCE DISTANCE BEYOND BE PROPERLY SECURED WOOD FRAMING OR 2X BUCK BOX FRAME SILL SUBSTRATE 1 1/4" p INSTALLATION MIN. EMB.• p• d Q' METAL FRAMING BOX FRAME INSTALLATION 7I I I I I t rr p CONCRETE/ PGT INDUSTRIES ,���o���• III�FR�' p MASONRYRODUCT RBVISBD 1070 TECHNOLGY DRIVE BY OTHERS CO.plying wil,WdFlorida NOKOMIS, FL 34275 2 5/8" MIN, uildingCodc X: so 58705 EDGE DISTANCE cceplatimN ha bID DH2760 PVC DOUBLE HUNG WINDOW IMPACT C LO SILL 3y BOX FRAME INSTALLATION DETAILS = d'•, T� 7�7: CONCRETEMASONRY 80X FRAME INSTALLATION O.•' C1 DRAWN: DWG N0. REV ,• ,��� TJH 08-00884 E &3 /O SCALE NTS DATE 10/27/09 SHEETS OF 7 �IFLM�.E: 58705 2 5/8" MIN. E I ADDED GLAZING TYPE F 10/05/13 1 J.R. REVISIONS EDGE DISTANACE 2X BUCK/WOOD FRAMING 9/16" MIN. EDGE DISTANCE REV DESCRIPTION DATE I APPROVED BY OTHERS, 2X BUCK TO E ADDED GLASS TYPE F, UPDATED TO FBC 57H ED. 05/20/15 JR 4 4 e Q BE PROPERLY SECURED �' Q• SHEATING 1 3/8" a c Q 4, 1 1/4"" BY OTHERS MIN. EMB. MIN. EMB. FIN TO BE _1 3/8" MIN..EDGE DISTANCE SET IN BED 0 1/4" MAX. CONCRETE/ OF APPROVED ��}� SHIM SPACE METAL STUD MASONRY ���11l1 SEALANT 1 6G MIN BY OTHERS o 1/4" MAX r� a BY OTHERS ❑=Q 3-THREAD r�❑�� SHIM SPACE a RIGID FILLER MIN. FIN TO BE FIN TO BE � SET IN BED SET IN BED BEYOND OF APPROVED �o 0 1X BUCK BY p #10 WOOD OF APPROVED yy�� o SUBSTRATE SEALANT a }� OTHERS, 1X n���q SCREW SEALANT C3 olJ 0 o BUCK TO BE , f Q�D q 1/4" � IM PCE PROPERLY LLCJJJ n� q SHIM L—jiIJ RIGID FILLER ODS �p RIGID FILLER O oUD� 3/16" ITW TAPCON . EXTERIOR INTERIORO o0� SC10 REW K HEAD&JAMB EXTERIOR INTERIOR EXTERIOR INTERIOR WOOD FRAMING OR 2X BUCK FIN INSTALLATION HEAD SHOWN,JAMBS SIMILAR HEAD&JAMB HEAD A JAMB METAL FRAMING FIN INSTALLATION CONCRETE/MASONRYFIN INSTALLATION EXTERIOR INTERIOR HEAD SHOWN,JAMBS SIMILAR HEAD SHOWN,JAMBS SIMILAR EXTERIOR INTERIOR EXTERIOR INTERIOR #to wooD b 3/16" ITW TAPCON a� o o SCREW aO� #10 TEK RIGID FILLER 1X BUCK BY SCREW OTHERS, 1X RIGID FILLER a o 0 Co BUCK TO BE SET INOBED r SHIM SPACE RIGID FILLER FIN TO BE a� PROPERLY OF APPROVED ❑ 1/4" MAX. SET IN BED SECURED SEALANT —� FIN TO BE o �� SHIM SPACE SET IN BED OF APPROVED 1/4„ BY OTHERSW02XDBUCKITO MINMING 1 . OF APPROVED SEALANT ❑ BE PROPERLY SECURED SEALANT 3/8" MIN. EDGE DISTANCE 3-THREAD L_ SHEATING 9/16" MIN. EDGE DISTANCE METAL FRAMING------, MIN. CONCRETE/ BY OTHERS SILL 16GA MIN BEYOND MIN1EMB. a a .-'Q MASONRY WOOD FRAMING OR 2XBUCKFIN INSTALLATION FIN OTHERS SILL SUBSTRATE METAL FARMING NINSTALLATION v' BY OTHERS reoourlRBvlseD PGT INDUSTRIES �`��o��.• ��/4F''%, Q D as complyingwihdwFloride 1070 TECHNOLOGY DRIVE a�•. \GENSF'•.••P BuildingCod Q' '•, 2 5/8" MIN. = o o NOKOMIS, FL 34275 =�Y: No.56705 EDGE.DISTANCE f/���_ By DH2760 PVC DOUBLE HUNG WINDOW IMPACT SILL II i ad. aProduu mm FIN INSTALLATION DETAILS ;L I5 LUQ CONCRETE/MASONRYFIN INSTALLATION ��0 Is ATE F ,:_�` DRAWN: DWC NO. .......... TJ H 08-00884 E �'F,SS� `\ SCALE NTS DATE 10/27/09 SNE6 OF 7 'NFLY EI. S'7 5E I 7/16" 7/8" REVISIONS 3/16" HS 5/16" .090" 1.83" 1.83" REV DESCRIPRON DATE APPROVED SENTRYGLAS ,224" ,224" 1.276" .090" 1/8'" HS BY E.I. DUPONT E ADDED GLASS TYPE F, UPDATED TO FBC 5TH ED. 05/20/15 JR BUTACITE PVB 7/16" AIRSPACE 33" BY E.I. DUPONT 7/16" AIR O f--•3/16" HS 1/8" HS 1/8" TEMP EXTE*552 EXTERI OR INTERIOR 2.tss" �- 22 t.47s" -{1.04"{- �t 50 1.13" ❑O� 1.476" ❑0❑Q .83" I �� 198"J 5/8' 5/8' LASS 1.378"' BITE �`�- OD © a" �SIKASIKAFLEX 52 Q OUTER SASH INTERLOCKINNER SASH INTERLOCK RIGID PVC.075"THICK SASH REINFORMENT 33 FIN ADAPTER 552 D�❑ RIGIDPVC.075"THICK (.0647) RIGIDPVC.062"THICK 1.921" 1.5" GLASS TYPE A GLASS TYPE B .224" f- .224" L .828" o I 1.19" 3„r D .985„ 7/8" 5/16 L 5/16" .090" 5/16„ 5' _� 2.2" 2.2" 563" r� 827" 788" BUTACITE PVB .090" I 1.476" 1/8 HS BY E.I. DUPONT �� 1.476" O 5/16"PLAIN BEAD BUTACITE PVB DOD RIGIDPVC.O6"THICK .3 O 7/16" AIRSPACE BY E.I. DUPONT 13 HEAD ADAPTER ❑7❑ T D 985" 7/16" AIR 1/8 HS I 1/8"' TEMP 1 B HS RIGID PVC.06"THICK L5 ,525' 225' 1/8" HS / O SASH VERTICAL � L-11 O3 SASH HORIZONTAL RIGID PVC.10'THICK u`�-1 6 EXTERIOR INTERIOR EXTERIOR INTERIOR RIGIDPVC.10'THICx -T O5/16"LIFT BEAD 50 4.455" .265" 3s BALANCE POCKET RIGID PVC.06"THICK 5/a' cuss 5/a' Glass ISD STIFFENER E BITE D ALUMINUM 6063-T5.075"THICK 985" SIKAFLEX 52 SIKAFLEX 51 0 0� 4.455' .797" 552 ❑O❑ 55z ❑_❑ o o -(- t o 7/8"PLAIN BEAD 3.06" a� I RIGID PVC.06"THICK ❑p a 1.58" o o - l a RIGID FILLER GLASS TYPE C GLASS TYPED ���a� 1.052" � a� I 85DUROMETER X5/16" 2.56' D 1.56 NEOPRENE.15"THICK .5" .265" r 5/16" 7/16"- 7.0 I 1 1 1.279" 1/8" HS .o90" SENTRYGLAS 0 FRAME HEAD&yIAMB ss�5" D� ❑ .5 0l SENTRYGLAS 3/16" ANN BY E.I. DUPONT BY E.I. DUPONT 5/16" AIR RIGID PVC.07544, 1 2 5/16" AIRSPACE O FRAME SILL RIGID FILLER 1/8" HS 3/16" ANN 1,921"- 7/8"LIFT BEAD(6324) RIGID PVC.075"THICK t 2 85 DFUROMETER 1/8" TEMP 11 t tT��l l l/ EXTERIOR 2a5" RIGID PVC.06"THICK NEOPR 16"THICK EXTERIOR INTERIOR INTERIOR ` oN!,.......MiC! so PGT INDUSTRIES 5/b' GLASS ODS 5/8' GLASS AUDUCIngwi i Use L� 1.51': eomplylnswi tuleFtoriea' 1070 TECHNOLOGY DRIVE .Z., •.,*• BITE BITE L oitetugCoac NOKOMIS, FL 34275 cceptmico No 58705 WAss Dat SIKAFLEX 51 SIKAFLEX 52 .5" ull DH2760 PVC DOUBLE HUNG WINDOW IMPACT 5 (S.'tll� 552 ❑�❑ 552 ❑OD T- ad@ProduclCunrol COMPONENTS AND GLAZING DETAILS O =` STATE o t 4 SILL ADAPTER DRAWN: DWO No. REv . ''•Ftort�oa•',G� GLASS TYPE E GLASS TYPE F RIGID PVC.05"THICK TJH 08-00884 E 5'S/a SCALE NTS DATE 10/27/09 sNEU7 OF 7 �v,1Y .I?. 11153705E' M IAM IDDADE 1-IIA41-1I—DARE COUNTY,FLORIDA ® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOZIIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADIMINISTRATION DIVISION T(786)315-2590 F(786)315--2599 NOTICE OF ACCEPTANCE (NOA) .vww.mi.,tntidade.gov/ccoiioniv PGT Industries,Inc. 1070 Technology Drive North Venice,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(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 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 revolve 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"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25,prepared by manufacturer,dated 08/29/1lwith the latest revision dated 01/29/15, signed, sealed and by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision Section stamp with the Notice of Acceptance number and Expiration date by tine 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, 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 No. 13-0815.05 and consists of this page 1 and evidence pages lit 4nd E-2, as. well as approval docw hent mentioned above. The submitted documentation was reviewed by Jaime-D. Gascon,P.E. NOA No.14-11.05.01 MIAMI•DADE COUNTY sr� Expiration Date: May 26,2016 Approval Date: February 12,2015 Z`�il4s Pagel PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Srtbnritted wider previous NOA No. 10-0819.05) 2.- Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision dated 01/29/15,signed,sealed and by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5,) Cyclic Wind Pressure Loading per FBC,TAS 203---94 6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A---1 thin E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P. E. (Subinitted uuderpreviousNOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and with FBC 5fh 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. F. STATEMENTS. 1. Statement letter of no financial interest, conformance to and complying with the FBC 5:h Edition (2014),dated 11/03/14,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, conformance to and complying with the FBC 2010, dated 06/06/11,signed and sealed by Anthony Lynn Miller,P. E. 3. Proposal issued by Product Control to PGT Industries, Inc., dated 08/06/14, signed by Jaime D. Gascon,P. E.,Product Control Section Superrvvis^or.` t k� � aiine D. Gasco ,P.E. Product.Control Section Supervisor NOA No.14-1105.01 Expiration Date: May 26,2016 Approval Date: I+ebruary 12,2015 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTDWED) 4. Laboratory addendum letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab,Inc., dated 05/05/11.,signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 11-0922.01) 5. Laboratory compliance letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab, Inc., dated 02/28/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 11-0922.01) 6. Proposal No. 10-1070-R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq 1. Chanda,P.E.,Product Control Examiner. (Submitted under previous NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 13-0815.05, issued to PGT Industries, Inc. for their"PGT Series Aluminum Clipped Mullion-L.M.I.",approved on 11/31/13 and expiring on 05/26/16. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-1105.01 E.piration Da ie: May 26,2016 Approval Date: February 12,2015 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL ® ^ MISSILE IMPACT-RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE A 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 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES..._._..._._...._....1 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS..........._....._....... FIGURE I: ELEVATIONS.............„...................1 �oo 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 2X WOOD........................2 MULTIPLE [—OPENING WIDTH FOR VERTICAL MULL ASCRIBE IBE MULL TO IX&MASONRY„......-....2 MULLIONS -� INSCRIBED INSIDE HAVE BEEN TESTED AS"FREE-BOATING”AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES..._......„.„...2 SEE 0,G,H;DETAIRECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. MULL TO MASONRv......_._......_._.3 A'D'G•H' SHAPE N SHEETS 2 7 MULL TO STEEL STUD................_.3 I 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL.............................3 DO F IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE CLIPS DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 1(3 STRESS INCREASE WAS NOT USED ANCHOR SPECS........._..................3 (n T r ...................4 Z ” U) BAY MULL INSTALLATION._........._4 O 1 X 2 X.126 MULL SPECS..._......„„6 J 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE J W 1 X 2X.375 MULL SPECS..._........„0 INSTRUCTIONS. 1X2.7b X.375 MULL SPECS.__..._7 = _ V 1 X 2.76 X.65 MULL SPECS.„..„...„0 Z it to SEE D6rals / !/ I I 1 /1I I 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.125 X.500 MULL SPECS...._..9 11J O o O ATHRU G; I(_ III \SEE DETAILS 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 00 CO o H- SHEETS 2.7 _ _ I I A THRU G; 1 X 4 X.376 TUBE MULL SPECS....11 ~ �O I ONLY TWO ADJACENT UNITS ATATIMEWHENUSINGTHEDESIGNPRESSUREANDANCHORAGETABLES.THELOWESTDESIGN F Q J 1 — — -- SHEETS 2J 1X4X.375'r MULL SP 11 J I I III I I PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. W 1.25 X 3.108 X.265 MULL SPECS...12 OPENING 1.25 X 3.25 X.100 MULL SPECS.....13 z VERT. HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.25X.624 MULL SPECS 14 Z W gra MULL FOR 1.25 X 3.94 X.024 MULL SPECS 15 LENGTH ORIZONTAL g H2 X 4 X 25 MULL SPECS..._.-........16 5 Q v lz MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST SHEDETAILE, 2X6 X.25 MULL SPECS.___........17 .-- sHEEr 3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 1 X X 2.11 X.126 MULL SPECS....10 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 1— LU Q N o 30'X 3.25 BAY MULL SPECS.........19 REACTIONS. 45'X 3.25 BAY MULL SPECS.......20 Q O Z `- MULLION&CUP DIMENSIONS....-21-23 {--• Z oO FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACONIAGGRE-GATOR NONS;ANSVAF&PA NDS FOR WOOD CONSTRUCTION; EXAMPLES 1&2.•„_.-...................24 Cl) PRODUCTS MAY ADM-ALUMINUM DESIGN MANUAL LOADING EXAMPLES........_..........25 U) —BE OF ANY LU TYPEMUST BE 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING D' LU Y Y III MANUFACTURED f- Z III _ BY MANUFACTURED CODE,AND ARE FENESTRATIONED FOR ACT AND VINGCURRENTAPPROVALSNON-IMPACT APPILICATIONS.MULLIONSAREONLY70BEUSEDWITH O LLl Q PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Q O Z O Q /SEE DETAILS 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ �m0 �HDRIZ SETS za MULL 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING LENGTH HORIZONTAL WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. MULL LENGTH INSTRUCTIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING USING THE ASCE-7 STANDARD. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR-TRIANGULAR(TRAPEZOIDAL”. PRODUCI'REVISED N complying Wh61he Flnrido HORIZ.MULL LENGTH 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT')FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 2O RESPECTIVELY,USING Bu6dlog Cbdc _ MULL OPEMNG WIDTH )` THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY)THE AoceppsTlcuN0 YI LENGTH I-- / �• � OS T ( MULLION CAPACITY fLBS/Ff'100TAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE OPENING OBTAINED IN D 1�1� STEP 1). F�,L �Z:l f OPENING By ftado HEIGHT 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE V11eM ode Product Co—enrol OPENING M LL HORM VERT. REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. HEIGHT LENGTH V ` MULL y �/ �/ MULL 1111111(/// ,/ LENGTH 1)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE \�`����ON ..LYN ANCHOR/SUBSTRATE(ANCHOR-CLIP PATTERN MAY APPLY SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHORCE L L CAPACITY IS MET. OPENING WIDTH N0.58705 3y' SINGLE MULLION SINGLE MULLION FOR VERTIIICAL A1ULL 7)IF THE MULLION CAPACITY(LBS/FT')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSTP)FOR THE 'IFOOPENINGWIDTH L R VERTICAL MULL OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS ='0 VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE - SEE CORRESPONDING DETAILS MULTIPLE MULLIONS : S�'�"��j5 FROM FIGURE 1 ABOVE. 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION ,��''• ,c ITE F CAPACITY(LBS/FT')OBTAINED FOR THE MULLION SYSTEM.THELOWEROFTHE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION ' lP •'•�ORIDA,,,•'•C1�� PRODUCT ASSEMBLY. ' S/ •" �G� 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. `/l7/n/VAL V_— \\�� A.LYNU Mlll'It ,P.E. FL P,E.#68705 g O�q H N� �x4• DETAIL A: DETAIL B: MULLION o o MULLION TYP.ANCHOR 40 MULLION TO 2X WOOD BUCK MULLION ATTACHED TO 1X BUCKSTRIP PER SUBSTRATE, OR WOOD FRAMING WOOD BUCK AND MASONRY ATTACHSEE SEE TABLES 1B-16B (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS. N SEE NOTE 1, m 1 a2l�, ULLION I SHEEP I. (nN o W MIN 2.7 KSI •• , EDGE 0 d I EE SHEETS ° b I I CONCRETEORCMU••� I ,• I DISTANCE, _j LU W EITHER THE I I I J FOR HOLE d I I �---^F OCATIONS I 1 I SEE SEE TABLES Z TANDARD OR OFFSETAULL ° ° I EDGE ° 1 I EDGEDISTANCE 1B-168 S` S (n CLIP MAY BE I DISTANCEa ° FOR MASONRY LLLQO INSTALLEDBV I 1i FOR WOO11 ANCHORS m O F THIS METHOD. ° "� ° SCREWS L1�,AWXFOR °°d I 1 I SIDE VIEW F z m ALL MULLIONS d° ° EITHER THE 1- ° d ° ° ° STANDARDO U ' ° a OFFSET MULL ? 7 d ° CLIP MAYBE O: ° ° ° ° INSTALLED BY 5 H d °° EXTERIOR ° Tws AtemoD. Z.Q < °d EDGE - Z T d ° DISTANCE F-• Z ° ° d FOR ° 44 Z 0 Z N MASONRY ° Q aO FIN-FRAMED ° THE OFFSET CLIP IS N a O ANCHORS g 8 RECOMMENDED FOR _7 °d ° EXTERIOR WINDOWS,BUT MAY ? w FQ ALSO BE USED FOR OTHER FRAME TYPES. V Z Q C! Q.. Z eo S:Q TYPCHOR .ANCHOR PER SOBSTRATE, ER SUBSTRATE• 66 0 TER SUBSTRATE, SEE TABLES IB-168 PER SUBSTRATE, SEE TABLES 18.168 SEE TABLES IB-16B EDGEIEND BUCKSTRIP DISTANCE AN &16B LES D B- ATTACHMENT 1i8B EM8EDAIENT BUCKSTRIP ," !� •. BY OTHERS, - AND EMBEDMENT' SEE NOTEI, ATTACHMENT I SHEET lo BY OTHERS, �• •. • „ SEE NOTE 1. 'r SHEET I. MIN 2.7 KSI CONCRETE OR CMU PRODUCPREVISED SIDE VIEW FRONT VIEW 'wroulldlog(.bnd�Y�GlaFlarlda Acapamcallo�4' FRONT VIEW �D,. D INSTALLATION NOTES: "Alarm adeProduclCwlro 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. l 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL.REPRESENTATIONOR TO ANCHOR DISTANCE,THE � LY CAPACITYONLY.BECAUSE THE ANCHOR AEREFER CORRECT QUAN ITY AND LOCATION OFANCHORSMUST S BASED PARTLY FOLLO FON THE LLOWED, R ERTO THETABLES ON THE Q�,•'- UCENSF CFS i� FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. No.58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. _ 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. ��•, g S ;: �� 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ;C�s''•;�<ORIDP,•••'���` ELCOULTRACONORELCO1/4'S.S.AGGREGATOR MASONRY ANCHORS. `��s/O••'•" NG`.` A.'LYN 11, R;P.E. FL P.E.#58705 { DETAIL E: DETAIL C: —I A26'MIN. MULLION TO MULLION MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES: MULUON (U-CLIP) Nc o.�` MASONRY STRUCTURE 1)MAY BE INSTALLED IN-TEE'OR-CROSS' �°1�o (STANDARD CLIP SHOWN) INTERSECTIONS. �oo RY VARIER $Y 2 U 2)MAY BE INSTALLED HORIZONTALLY I l ' (SHOWN)OR VERTICALLY. I TYP.ANCHOR c , C4 EITHER inE i i I PER SUBSTRATE, 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 }IMm N STANDARD OR SEE TABLES 16.1313 E I FOR CORRESPONDING MULLION. OFFSET MULL I I I TOP VIEW Z y CLIP MAYBE I INSTALLED BY II II EDGE DISTANCE MULLION O FOR MASONRY THIS METHOD. I ! I ANCHORS VARIES-+�'i J W I S, PRE-0RIUL o vJ 4 4L U SMS m m C:) Q M EXTERIOR 4. d ^ a ION � Z <fleEDGE DISTANCE ZFOR ANCHORS /ANCHORS a FIN-FRAMED INTERSECTIONWINOBIEUSE T h1AY UCLIpALSOBEUSEDFOROTHER FRAh1ETYPES. Q TYP.ANCHOR 'd Z Z Q W p PER SUBSTRATE, d N SEE TABLES 16.136 Q • F Z W O TYP.ANCHOR SEESHEETS 21-23FOR 1— gO kj— PER SUBSTRATE, HOLELOCATIONS c 8 BU AN SEETABLES IB-136 FRONT VIEW EDGE W J ATTACHMENT DISTANCE < 2 52 eOTHERS, SEE TABLES EMBEDh(EM SEE NOTE I, - 113-1313 • < SHEET'. EDGE Q- Z DISTANCE TABLES SIDE VIEW a: -w SEE MIN 23 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 1B•135 FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: STRUCTURE TYP.ANCHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. aPER SUBSTRATE, SEE TABLES 113.136 RODUCf RBVISBD 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION I 3',c\ SE SHEETS ® coDUCrRBVISBeFlodda ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21.23 FOR uldleg CDdc _ CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE LOCATIONSE mptmmo Nv FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. /ZFOR �� — Dato 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. -�// MULLION I 11aIB1 ado Pmducd Comp, 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. ® I1 I I 1 ELCOU5)FOR MTRACONORASONRY PELIC0T1/04NS.S.AGGS IN REGATORMASONRYANCHORS-DADE COUNTY,USE ONLY IDADECOUNTYAPPROVED S7EELSTUDSTHINNERTHAN SEE TABLES ``��`��•��ONY•LYAJ,y�'/�,�/ FRONT VIEW GAAND COMPLIANT WITH THE FL BUILDING 76.1313 P ••' LICENSODE,A2XW000 BACKER MUST USED. k: ATTACHMENT BY OTHERS. No.5870$ EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW - NOTES: -0 1)FOR 2XWOOD-BACKED STEEL STUDS,WOOD '�0.n•••. 3T Tp ANCHOR VALUES MAYBE USED. �'.�s•':c�ORIDA,,.•'•��� S � 2 SEE CORRESPONDING MULLION TABLES, /",o � SHEETS 5-20,FOR QUANTITY OF SCREWS. A.L/VNN UIL1�2,P.E. FL RES 58705 �1 ® � DETAIL F: DETAIL G: DETAIL H: A FIELD-MODIFIED MULLION CLIP ANGLE MULLION CUP BAY MULLION INSTALLATION �'�' a (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) o o 0 SEE DETAILS A-E, 02 2 SHEETS 2AND 3 FOR INSTALLATION SPECIFIC SUBSTRATES. /�BAYMULL TO / N /--MULLION S m VTOp'V'lEWm 0 Z �� O 0 O O O O O 0 ul O O Ix S (1) SIDE VIEW I W U O SHOWN WITH I'X4X.126' I TOP VIEW I I I IZ 0 J MULLION I I I I I EXTERIOR I I i I i PERSUUBSTRFTE, z U d m C5 I I �SEETABLES 16B OR 16B Z II I I g �_ TYP.ANCHOR Qo $ '- W STANDAROMULLION CLIP rPERSUBSTRATE, EXTERIOR FFIELDMODIFIED TO ct SEE TABLES I8-14B Z CONDITION I 12'X 6'ANGLE CLIP, F' Z Q I j 1 I I 2 PER MULLION END,MUST BE Q 0 Z 04 �- I I I I INSTALLED INSIDE OF BAY MULL. MULLION 1 I p (n M0 � Tn v B \ I I II I I I J Q� II I I 2'X 6'X.126' F (fl 07 II I I ANGLE CLIP, U Z Q O O \\ I I I I 2 PER MULLION END, Q I I I MUST BE INSTALLED - a Z fn co INSIDE OF MULL. m0 Q I '-,,—TYP.ANCHOR PERSUBSTRATE, SEE TABLES 18440 ./1 INTO WOOD, STEEL.ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM.CMU OR MASONRY MODIFIED INFIELD. EXTERIOR e�ED�cicasPRODUCT®` esomplyMBwAhI&Rod& °`�1dp'�`�6� - L5 01 INTOWOOO,STEEL, ® ® ALUM,CMUORMASONRY EDGE N DISTANCE Ytlnml edO Produce Conl161 PER ANCHOR 111111 IIIIIII/it 4 $— @ ���SON........,ly/v 4�q PERANCHOR NOTES FOR INSTALLATION OPTION G&H: `. O . QC�,.•'1,10ENSF'•.�tcp�� NOTES FOR INSTALLATION OPTIONS F. 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. x-•: ••x No.58705 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26 X 2.11'X.125 MULLION. 2)DETAIL G:SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. '-�:•/n 2)SEE TABLES 18.13B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 15B OR 180 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE :�Q 1-qTE a ORID ` 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. '• P;.•'• A.LYNN�II ER,P.E. FL P.E.B 58705 TABLE 1A on Mullion Capacity Table Ibe1@ ��a, Opening Width(for vertic0sparritgmullions)or Opening Height(for hod2ortal)y-spannirgmullions) 50 In 601n 70In 801n 001n 1001n 1201n t101n 1601n m p 06 Rcaangller TreplTdeng, Rectangular Trepmieng. Rectangular Trap?dano Rectangular Trepmleng. Rectangular Trap/Tdang• Reclengl.r Trep/7rleng. Rectangular Traplfdang. Rc4langdar Trep/Tdang. Rectangular TTapfrdang. y$ P 1%2X.126 Leading Loading Loading Loading Loading Loading Loadng Wading Lowing Loading Loading Loadng Loading Wading Loading Loading Loading Loadng sY Alum.Tuba .' F• t: S .�• a.. F ., & F .. & �' F 4� F e .F •� J , - -t -E Mmuan 8 � ' a h a s xLs a h a W a ft a h a a s '31 9 qa¢ 1 B Shy Z�4L� 3 �� o� N ^ z m a: is s� $ s E $ m Z If-n 421n +11.0 408 129.6 332 93.2 408 116.5 325 79.9 468 107.8 321 69.0 408 104.4 319 62.1 406 104.0 319 55.9 408 104.0 319 48.8 408 104.0 319 39.9 406 104.0 310 35.0 408 104.0 310 O W J W 481n 74.0 312 81.8 265 624 312 73.4 252 53.5 312 67.0 248 48.8 312 63.2 746 41.6 312 61.3 244 37.5 312 61.0 244 31.2 312 61.0 244 26.6 312 61.0 244 23A 312 61.0 244 � � 50.625 in 63.9 281 70.6 234 53.2 291 61.5 728 45.8 281 55.7 224 39.0 281 62.1 222 35.5 281 50.1 220 31.9 281 49.3 219 28.6 281 49.3 219 228 281 49.3 219 20.0 281 49.3 219 W 'o o O $ 64 In 52.6 247 57.5 207 43.9 247 49.8 202 37.6 247 44.8 109 32.9 247 41.5 198 29.2 247 39.4 194 26.3 247 38.4 103 21.0 247 38.1 183 18.8 247 38.1 193 16.4 247 38.1 191 m M ~ C 001n 38A 200 41.2 170 320 200 35.4 166 27.4 200 31.5 163 24.0 200 28.0 160 21.3 200 27.1 159 10.2 200 25.9 167 16.0 200 25.0 168 I-- � .N.1 J J 63 In 33.1 181 35.3 155 27.8 tel 30.3 152 23.7 181 28.9 140 20.7 181 24.5 148 18.4 161 72.8 144 16.6 181 21.7 143 66 In 26.8 165 30.6 142 24.0 165 26.1 139 20.6 165 23.1 136 18.0 165 21.0 134 Z 72 In 22.2 139 23.3 120 18.5 t39 10.9 118 15.9 139 17.5 116 W x W J rna oZ 761. 10.9 125 19.7 109 15.7 125 16.8 107 Q ...1 ,a 781n 17.5 Ile 18.2 104 H4 It d Z 7 Q N 0 TABLE IB ANCHOR( ADJUSTMENTFORMULA: H to Anchor z eo p Anchor Ca act Table libel (� fV sow ANCHOR CAP.,,o,,,,,, m SUbsWC 2.7k Camillo 3.53 Oona HOD"cmu FEW CMU P7 Woad Malel (OP_)X( )=ANCHOR CAP.,,, � MULLION CAP.,,u, : 5118'Eico 114'SS Elco 5116'Elco Il4'8S Elea 010 Steel gf2 Slcel 012 Steel W ArmMrTypo: 3118'Eka Ullman 1M'Eke j41b 116'Ekovz UlVacal x Y Y AnchorCllpPatterns UlWon AegreGola UP- AggiaGela Screw(Gs)Scmw(G5) Screw(W) USE THIS FORMULA TO OBTAIN THE'ANCHOR X Edgo IXslenco(mk +' z-1rz• r 3481 r z•t/r r awe• r 6.W 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN U Q Embetlmenl M): 13x4' 1.314' 1.V4' r 1.1/4' 1.114' 1-114' 1.1/4' 7 1316• 1318• Uadea ACTUAL PRESSURE REQUIREMENT FOR THE O O 2 Anchors®4.75-h1In.O.C.I Standard a Offset tllp(Fig.IX 390105 390 ms 450105 tall IM 270 lbs 2601bs 3M lbs 7401b5 374 lbs 664 lbs 9461b3 3411bs 442 lbs 560 In OPENING,WHEN IT IS LOWER THAN THE MULLION d � Z m0 s.0 4 lumhas(d11.IYMin.O.C./Standard(w Oftel)CIp(Fig.2): 480 lbs 7001bs WA WA NIA 380lbs WA WA WA WA WA 682@3 885103 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED �m� 4Anchors@TM(m O.C./(2)245Angto Oips!(FIg.3X 780 Its 7801bs 680 ice +896153 540Ibs 5601b3 WA 7601bs 7481b3 8801bs 18921b5 6821bs 885 to 11201bs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anulmre®0.45'Min.O.C.I NLTIp.Inlo.125'Alum.(FIg.4X WA WA WA WA WA WA WA WA WA WA WA NIA N/A 715155 CAPACITY WHICH MAYBE USED TO QUALIFY I Anclla/F4:IIp(FIg.5p. 1851es 195131 225105 022105 135105 1401ba 177105 3701ba 181105 332165 4731be 1701bs 221 lbs 2801bs ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchore(g1.15'MN.O.CJ F-alp(Fig.0X 240105 350155 NIA WA WA 100105 WA WA WA WA WA 1 341 lbs 442 Ito 5601bs 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: 1'R DUC7'1LBvISBD • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. es cc10P411111 s1Rh th0 Florida Dugd)tw Ibde SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -� 1.000' �-•- AcccphmcO No 1Q1 etc w� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. .' - : O FIGURE 3: Nlemi Dadd Pro uc4 Control F3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 27-23. • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000• �11I FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. N �i ANGLE CLIP MUST BE USED IN PAIRS. '125 :�� '0 ""•" lee 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED C� LICENS' <c CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED R •'•P FIGURE4: FIGURE& FIGURER: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUMOF.125' r No.58705 '* THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT VX 2'X.125'MULLION LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10$#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. %�O S ATE 9(��s. ,�Of LLLL��JI .� s %"()NAL 6,,O' A.LYNFJ'RLLVR',P.E. FL P.E.#58705 TABLE 2A Mullion Capacity Table Ibstft2 Opening Width(foroerdcely-spalrlrg mJlions)orOpening Height(for horizontoiry•spervlrg mJlions) ��yf1g 60 In 801n 701n 601n 90 In 1001n 120 in 1401n 160 in Rectangular Twflloam Reclarpular Tra da Recle lar La da R.IwWar Tm da Rectereular Tia long. RectarGular Tm d,n9. Rectenaular Trsprrd"a Rectangular Tie an9. Realen9ulor TMP11dare >a ~ W7 re d M re M !1T NT unci 1X2X.376 LAadlig Loadlrg Loading Lwdlre 1Aa011g Loadire Loadire Loadlre L.,dru toadirp Loafing Loadlig Loadire Loading Loading La4rg Lad no Loadire �.Y 2 t0 Mullion �� 11 g B �• s OD � � � � � � � � 421n 170.0 020 170.0 435 161.3 662 170.0 478 129.7 662 170.0 506 113.5 662 169.6 618 100.9 662 168.0 517 80.8, 662 168.9 517 75.7 562 168.9 617 64.9 662 168.9 517 56.7 662 iS8.8 517 W 481n 121.8 507 136-0 418 101.4 607 719.2 410 60.8 607 108.7 403 76.0 607 1028 399 67.6 501 99.6 391 60.6 607 99.0 3B6 60.7 507 99.0 398 43.4 507 89.0 396 38.0 607 99.0 396 = _ 50.625 In 103.7 456 114.6 370 86.4 456 89.8 371 74.1 456 90.5 364 64.8 456 84.6 360 57.8 456 81.3 357 51.8 456 Wo 356 43.2 458 640 358 37.0 466 80.0 356 324 456 600 358 H fn �& O 541. 85.4 400 93.3 338 71.2 400 80.9 328 61.0 400 727 322 53.4 400 67.3 318 47.5 400 64.0 315 421 400 623 314 35.6 400 61.8 313 30.6 400 61.8 313 26.7 400 61.8 313 m O f- M { 601n 623 324 66.8 276 61.8 324 57.5 210 44.5 324 51.2 264 35.8 324 468 260 34.6 324 43.8 251 3L1 324 420 255 26.0 324 40.5 253 222 324 40.5 253 19.6 37A 40.6 253 F--� J Hi 131, 63.. 294 57A 262 44.9 294 48,2 246 38.4 294 438 241 33.8 284 30.8 237 20.9 294 37.1 234 26.9 294 35.2 232 224 284 33.6 230 19.2 294 33.4 230 16.8 294 33.4 230 J 681n 468 268 49.6 230 390 266 424 225 33.4 268 37.5 221 29.2 268 34.1 218 26.0 268 31.6 215 23.4 268 28.8 212 19.6 266 28.0 210 10.7 268 27.7 209 14.6 268 27.7 209 z 721n. 36.0 225 37.9 106 30.0 226 322 191 25.7 226 28.4 188 225 225 25.8 185 27.0 225 23.5 182 10.0 225 221 180 15.0 225 20.3 177 129 226 18.6 178 11.3 225 18.6 176 Ul Ul g$¢ 701. 30.6 202 320 177 25.5 202 27.2 173 21.8 202 23.9 770 19.2 202 21.6 167 17.0 202 19.7 165 15.3 202 164 183 128 202 16.7 160 10.8 202 15.9 758 9.6 2Q1 16.6 158 O Z 781n 283 192 28.8 166 23.6 192 26.1 165 242 792 220 162 17.7 192 18.7 159 15.7 192 18.1 157 14.2 192 18.8 155 11.8 1821 75.2 162 70.7 192 14.4 750 8.8 192 1d.2 160 Q J r ~ 7 Q N O Do 90 In 18.5 144 18.0 128 16.4 144 16.1 126 Q Z 961n 15.2 127 15.6 113 R g0 d� TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: (n M Anchor Capacity Table Jibs) ANCHORCAP.,,,,,.- a x Y Y substrate: 2.7k Comet. 3.5kCaro. Hollow CMU Filled CMU PT Wood Melel Pp-)X� )=ANCHOR CAP.,,, X Q 3 WIVE"' 114•SS Elco 511V Elea 114•SS Elco 410 Steel 612 Steel 412 Steel MULLION CAP.,,•,,,,,. 1= Anchor Typo: 3118'Elw Ullmoon 114'Eloo ulbwon 3118•Elw Uft con 114'Elco Ullman O AnchorCllpPattems - ullmom AggreGala Ulbacon AggreGalor serew(G5)sciew(G5) Sow USETHISFORMULATOOBTAINTHE'ANCH R Z Edge G1slanca 0n): 1• 2-11T 1• 2-17r 3.116• IN 2.112' 1• 2-trr 2• 3•ve• 2• o.4e• 0.51• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN d g m0 N Embedment(N): ta/4' 1.314' 1-314' 1,14' 2- 1.114' 1-114' 1.114- 1-114• 1.114• 1414• r tars' tale• aeries ACTUAL PRESSURE REQUIREMENT FOR THE g €�42 2 Anchore®4.76"Min.G-C./Standard a Offset Clip(Fig.1): 390 lbs 390[be 450[be 89D lbs 1844109 270109 2801bs 354 Me 740 lbs 374 lb. 661159 040 lbs 341 Ibs 442IDS 560105 OPEN ITY(F O ITIS LOWERT OF AN THE MULLION SSt o,� 4 Anchors®1.15'MIn.0.6/standard(or018et)Up(Fig.2): 480 tbs 700109 NIA WA NIA WA 3801b9 WA NfA WA WA WA 682IDs BB51bs tt20IN CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anchor9®3'Mln•O.C.I(2)2t5Angbdip9/(N.3): 7001bs 780lbs 680 lbs 1560lbs IBMto. 5401b1 5601bs WA 7601bs 748109 880lbs 1892 lbs 882;m BBS lbs 11201bs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anchors®0.45'On.O.C./U47Ip,NIa.12VAlum.(Fig.4Y WA WA WA WA 'NIA WA NfA WA NIA WA WA WA WA WA 7151ba CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor l F-Ulp(Fig.5):1 ID5= 105 Ibs 225 IM 4450s 822109 135 lbs 140 lb, 177105 370 lbs 18TIb9 332 lbs 473109 17010.9 2211bs 280109 ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchus@1.15•MN-O-CJF-Mp(Fig.OY 24009 350 Ins WA WA NIA WA 100 lbs WA WA WA WA WA 3411bs 4/21bs 680 ms ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCEREVISED FIGURE 1: FIGURE2: TABLE NOTES: ai coNP13' with Iho Find" • • • • jj'ap'% Co" 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. ceNo "- SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --� 1.000' BY f--- �� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Bland ads Pr act•ontrol FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2,000• j1 I I I I!! FHOLES TO BE DRILLED IN GURES SHOW SUGGESTED,FIELD FOLLOWING APPROXIMATE HOLE LOCATIONS.RESTRICTIONS SHOWN ON SHEETS 21-23. LYNN ANGLE CLIP MUST BE USED IN PAIRS. ��•,: �(GENSF •.4`.p 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED L .376' '•,� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE TREATED = ;• N0.58705 FIGURE 4: FIGURE 6: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.125' ; - 1'X 2 THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT •X.375'MULLION - LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND •'•• J ��( �S ✓�` THE MATERIAL.tl10&N12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. TATE <(/� ',,8/0NAL Ear` A.LV15N MIL'L9R,P.E. FL P.E,1i 58705 TABLE 3AB Mullion Capacity Table Ibs/ft2 3( j( I Opening Width(foresNcaiV-spanning mullions)or Opening Height(for horizontally-sparring mullions) �k� 501n 60 In 701n 60 In 901n too In 1201. 14 In 1601. �'Ip 1 X 276 X Reclon9u1ar ireprtdang. RemengWer TreplTdang• Reetanguter TrepRdeng. Reclenguler Treplidarg- ReclanBulu Traplidmg• ReclergWer TraprPt g. Rectangular Trep/Tdong. Roclon9ular Tropmang. Rectangular M prmanp. 1 n5o( Loading Loafing Loafing Loafing Loafing Loafing Loafing Lfcdlg Load" Leadog Loadng Loaning Loading Laadeg Load.g Load.g Ledrg Loedng c� utr07 .376 Alum. Tube Fad Fd d� Mullion � �� � � � � N 6 }fit•�� 6 }�E 6 3pF y5�r �d }fie.yyy b �p 1e$ggg Eqg 6p• 6 rg� 6 g�r 6g 6g E 1, g 6��yi }r• g m fid ¢d drc d& d EE. rc f a f d d drc X25 da: O �nW 4n 421n 170.0 620 170.0 435 170.0 744 170.0 47a 170.0 860 170.0 500 170.0 992 170.0 519 170.0 1118 170.0 521 170,0 1240 170.0 521 148.7 1301 170.0 521 127.5 1301 170.0 521 111.6 1301 170.0 521 J 48 In 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 151.8 1139 170.0 6T7 138.6 1139 170.0 860 113.9 1139 170.0 680 97.6 1139 170.0 660 85.4 1139 170.0 600 _ 6OA25In 170.0 747 170.0 563 170.0 096 170.0 631 167.6 1032 170.0 604 146.6 1032 170.0 723 130.5 1032 170.0 747 117A 1032 170.0 766 97.9 1032 170.0 756 83.9 1032 170.0 756 73-4 1032 170.0 756 n �o 641. 170.0 797 170.0 612 161.3 007 170,0 691 138.2 907 164.7 730 120.9 907 152.5 720 107.5 907 145.0 714 96.8 007 14L1 710 80.6 907 140.0 709 69.1 907 140,0 709 60.5 807 140.0 709 m C3 601n 141.1 735 151.5 625 117.6 735 130.3 611 100.0 735 116.0 699 6&2 735 106.2 590 78.4 735 99.5 56.7 70.5 735 05.1 578 58.8 735 91.8 574 60.4 735 91.8 574 44.1 735 91.6 574 ((00 J 63 N 121.9 666 130.0 570 101.6 666 111.6 557 87.0 668 98.8 547 76,2 668 90.1 538 67.7 660 83.9 531 60.9 666 79.8 526 50.8 668 75.6 521 43.5 666 75.6 621 38.1 666 75.6 621 66In 106.0 607 112.4 522 68.3 607 86.1 511 75,7 607 65.0 601 66.2 607 77.1 493 68.0 607 71.5 486 53.0 607 6T.6 461 44.2 607 63A 478 37.8 607 623 474 33-1 607 62.7 474 z ll1 721n B1.6 510 85.8 443 68.0 510 73,0 434q.68.3 510 64.3 426 51.0 510 51.9 419 45A 510 53.3 413 40.8 510 50.0 406 34.0 510 45.9 402 29.2 510 44A 399 25.6 510 44.3 399 � fn.� is 3 761n 69A 456 72.5 400 Gra 45B 61.7 J92 49.6 456 54.1 365 43A 456 48.6 376 38.6 458 44.5 373 34.7 456 41.6 308 28.9 456 37.7 3e2 24.6 458 38.0 359 21.7 458 35.7 358 ,�j J 2 781. 64.2 435 67.0 381 57.6 435 58.8 373 46.9 435 49.8 366 40.1 435 14.7 380 35.7 436 40.9 356 J2.1 435 38.1 361 26.E 4J5 34A 344 22.8 475 32.6 341 20.1 435 32.2 310 a r 901. 41.6 327 43.1 2B0 34.8 327 36.4 2B5 29.9 327 31.6 280 2&1 327 28.3 275 23.2 327 25.7 271 20.9 327 23.7 268 17.4 327 2t.0 262 14.9 327 19.3 258 ¢ L0 Z N O 961n 34.4 287 35.4 257 2&7 287 29.9 252 24.6 287 26.0 246 21.5 287 23.1 244 19.1 287 20.9 240 17.2 207 19.3 237 14.4 287 18.9 232 I- (h y o 0 1081. 24.2 227 24.7 205 20.2 227 20.8 201 17.3 227 18.0 108 15.1 227 I. 195 LU to LU to (ly X 1111. 22.3 215 22.7 194 18.6 215 18.1 191 16.9 215 16.6 188 N Y 1201. 17.6 104 17.9 187 U Q X TABLE 3B ANCHORCAPACITY ADJUSTMENT FORMULA: ax- Z Anchor Ca aclt Table lbs ANCHOR CAP �$ m0 s.0 Substrate: 23k Concrete, 3.6kConc. Hell-CMU Filled CAW Pi Wood Melai (DP.o)X( )=ANCHOR CAP.,,,, �-� �SIl'mIY MULLION CAP.,,,,,, , 5116'Eko 1!4'89 Eko 5116'Elco 1!d'SS Eko 810 Steel 812 9Ieei 612 SIeW rcw AnchorCllpPattems AncMrrypo: 3116'Elle UlMcon t/4'Eke UlOecon Ultra 3116'ElcoUtsmon 1l4'EkoUOraom AggreGator Ullrecen AggreOetor ScwN(G5)Screw(G5) Bcrnv(05) USE THIS FORMULA TO OBTAIN THE°ANCHOR Edge Distance(in7 1' 2-VY 1' 2-IW 3-1/8' 1' 2.12' 1' 2-12' 2- 3.11W. 2- 0.48' 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embedment V# 1-314• 1-314' 1.314' 1.3/4' 2' 1-114' I-1/4' 1-114' 1-V4' 1-V4' 1-114' 2' 1318' Lala' %des ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchors@4.7WOn.O.C.I Slondud or offset aip(Fig.1p 390 lbs 390[be 45011,5 Boo lbs 16441be 27010; 28glbs 354lbs 740lbs 3741M 6641bs 946im 341 lb. 442 lbs 5601bo OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors @ 1.15,hile.O.C.I Standard(crOfdel)CFp(Fig.27• 480 lbs 7001bs WA WA WA WA 360lbe WA WA H/A WA WA 682 rea 116516. 12c 1b, CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors@3'No.O.C./(2)255 Angle Crips/(Fig.3): 760 Has 7801bs 660lba 1560Ibs 169611,3 54D]be 560lba WA 760]be 74811,5 6601b3 1892105 6821bs SO Ito, 1120 lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2Arahors@&45'Min.D.C./U01p,Inlo.125'Alum.(Fig.4): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 715 We CAPACITY WHICH MAY BE USED TO QUALIFY 1 AnMor/F4:6p(Fig,5): 105 1153 las lbs 225 Ica 44511,5 62211,5 135165 140 lbs 17711,5 37011,5 1671bs 33211,0 47311,5 no lbs 221 IbJ x697.5 ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors @ 1.15'Mln.O.CJ F-alp(Fig.61: 240105 350 lbs WA WA WA WA 190lbs WA WA WA WA WA 341 We 442 lbs 500 m3 ANCHOR CAPACITY 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. RODUCTREVISED complying whh the Plorids Building Code mcpemco No Data Ity- FIGURE 1: FIGURE 2: on 2. TABLE NOTES: --I 1.000' r • t)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. dieml ado Produce Control SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, 111111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2,750' 1Qom,,•' �.\GENS�•'•..F,p HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 '�c ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED FIGURE4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G-90.WOOD SHALL BE PRESSURE-TREATED .375• >)',`2� l.Z-`�IS- �` YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' Q S'ATE V F THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 ANO.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT1'X 2.75'X.375"MULLION ����'••,F<OR1DP, G\;� LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND . . , s Q 0 THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. A.LYNNIMIll. P.E. FL P.E.#58705 TABLE 4A ® H Mullion Capacity Table(lbs/e Opening Width(forveNcalysparfirg mUlions)orOpening Height(for hodwrtall sparring millions) 501n 601n 701n 80 in Wit 1001. 1201n 1401n 1601. o Reelengular TteplTAang. Re Id TraprTAang. Rectanguia Trsprrdong. Recler�gder TmplTAeng. Roclenguler Trep'Oleng. Rectangular Tmp'rda g. Rectangular Tre"Tdang. Rectengutar TwprTAang. Reclanguiar Tralmints. c Oo ~K 1x2.76x Loading Loading Loading Loading Loading Loadng Loading Loading Leading Loading Loading Leading Loading Lcading Loadng Loadng Loading Loading gY x .660 Alum. ¢' Tube •a 73,. , -a,- Mullion Q g �� g B B B g �� B (V a� !i� a. � a g b a sx� _ s� � ls5 � a _� a%.� �� fs. U) �o ko Mo 421n 170.0 620 170,0 435 170.0 744 170.0 478 170.0 869 170.0 508 170.0 992 170,0 519 170.0 1110 170.0 521 170,0 1240 170.0 521 170.0 1488 170.0 521 158.7 1620 170.0 521 138.8 1820 170.0 521 J W 481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 882 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 077 170,0 1417 1 70.0 080 141.7 1417 170.0 060 121.5 1417 170.0 680 108,3 1417 170.0 880 b 50.625 In 170.0 747' 170.0 563 170.0 896 170.0 63t 170.0 1048 170.0 804 170.0 1185 170.0 723 162.6 1268 170.0 747 146.3 12ea 170.0 758 121.9 1286 170.0 758 104.5 1288 170.0 758 91A 1268 170.0 756 W 0 c O 1-- 54 In 170.0 787 170.0 812 170.0 958 170,0 691 170.0 1118 170.0 764 150.7 1130 170.0 803 133.9 1130 170.0 837 120.6 1130 170.0 856 100.5 1130 170.0 881 80.1 1130 170,0 861 75.3 1130 170.0 881 Z) 60 In 170.0 885 170,0 701 146.5 015 182,3 781 125.5 015 144,5 746 109.9 915 132.3 735 81.6 015 123.9 728 87.9 915 118.5 720 73.2 815 114.4 716 82.8 915 114.4 715 54.9 915 1t4A 715 831n WA 830. 101.9 710 120.5 830 138.8 694 108.5 630 123.2 681 94.0 We 112.2 870 84.4 830 104.e 602 76,9 830 99.4 656 03.3 830 94.5 649 54.2 830 94.1 649 47.4 830 84.1 649 � U 2 (L 68 In 132.1 757 110.0 850 110.0 767 119.6 838 01,3 157 .105.9 824 826 757 96.1 atl 73.1 75] 89.1 800 80.0 757 ad.2 800 55.0 757 79.0 593 47Z 767 78.2 591 11.3 757 76Z 591 ? J ? o �yj J 721. 101.7 638 108..3 $52 84.6 638 91.0 510 727 830 00.1 530 83.8 838 72.2 521 58.5 839 69.5 514 50.9 838 82.3 508 /2A 639 57Z 500 38.3 836 55.3 /8T 31.a 038 55Z 497 aZ 78 N 86.5 571 80.4 49e 721 571 78.8 488 8. 671 67.4 479 64.1 571 80,6 171 48.0 671120A300 43.2 571 51.8 459 36.0 571 47.0 451 30.8 571 44.8 447 27.0 571 41.5 448 Q .ct• 7814 80.0 542 83.4 471 89.7 542 70.8 465 57.1 542 62.1 456 50.0 542 55.7 449 44.4 542 40.0 542 47.5 437 33.3 542 42.9 428KNA542 40.8 425 25.0 542 40.1 423 90In 521 407 63.7 381 43.4 407 45.4 355 37.2 407 30.8 349 32.5 407 35.3 343 28,9 407 2e.0 407 29,8 334 21.7 407 28.1 327 24.1 322 188 107 23.0 319 108- 9814 429 356 14.1 320 35.8 358 37.2 314 70.7 358 320 309 28.8 350 28.a 301 23.6 358 21.5 358 24:0 208 17.9 358 21.0 268 19.2 284 �(,� o ii tO61n 30.1 283 30,6 255 25.1 287 25.9 251 21.5 203 22.5 217 18,8 283 19.9 2M 10.7 283 15.1 283 18.5 237 � Cm 1111n 27.8 267 268 242 23.1 207 23.8 238 19.8 267 20.8 235 17.J 261 18.3 231 150 287 U X Q O O 1201. 22.0 229 223 209 18.3 We 18.8 205 15.7 229 18.2 202 4d Q.. TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: R Z m0 O Anchor Capacity Table lbs ANCHOR CAP.,,u„u, 4 � Subslmla 2.7k CoMfele 3.5k Caw. Hollmv CAlu Fllled CMU PT Wood Metal (D4O)X( )=ANCHORCAP.,,° �-a NMA 1/4'SSEwo U16'Elco 114'SSEwo 810Sleel 81291ee1 0129166 MULLION CAP.,,=,,,,,� Anchor Clip Patterns Anchor rypa 3116'Elco Ullmcon Ila•Elco UlUecon 3116'Elco Ullman 114•Elco Uluacan AggmrsWr Ullmoon Aggregator fiomW(OS)screw(GS) Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Distance 0nl 1' 24W' t• 2-1W' t• 2-1m t• 2-IW 2- 3.116' 2' 0.46• 0.64' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embednmt n 1314' 1.314' 1.3/4' faro• 1.114' 1414' 1.1/4' 1-1/4' 1-114' 1-114' 2- tare' tare' varies ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchom 644.75•MN.0.0.IStando d or Offset Clip(Fig.11 390113 390 lbs 450 IDs 890lb9 2701os 280lbs 3541,3 7401bs 374 le. 664 lb. 84811,3 341 lbs 442153 580 The OPENING,WHEN IT LOWER THAN THE MULLION 4Anchors@1.15'MN.O.C./8Wwdmd(or0r-I)Cr.pft 2k 4110 lbs 700 lb, WA WA NIA 360lbs WA WA WA WA WA 602 lb, 6651 112015, CAPACITY(FROM THE TABLE)OF THE SELECTED d Anchors®3•MIn.0.0./(2)2t5 Angle Clips/(Fig.3): 780 lbs 180 lbs 660113 1560 Ito 540 ms 5601bs WA 760 lb, 748lbs 860 lbs 1692119 682 lb. 8851,3 i12010s MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Amhom g 0.45'MIn.O.C./U aip,lnlo.125'Alum.(FIg.4): NIA WA WA WA WA WA WA WA WA WA WA WA 715 ba CAPACITY WHICH MAY BE USED TO QUALIFY I Anchor l FCfip(Fig.by. 195 lbs 1951bs 225 lba 445 lbs 822 ibs 135 bs I 1401ba 1 177 Ib. 370 Ili. IS?lb. 3321b3 413113 170 nit 7211b3 2601:3 ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anahom®1.15'1,11n.O.CJ F4yfp(Fig.0): 240 lb. 350 b3 WA WA WA WA 190 IW WA WA WA . WA 34113 442lbs b60ib6 ANCHOR CAPACITY TABLE. RODUCTREVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR.PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. and fbc Florida CIRCLED VALUES ARE USED 114 THE EXAMPLE ON SHEET 24. cceidar4co No ��Q FIGURE 1: FIGURE 2: TABLE NOTES: 0n dtc / 1.000° 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 41em1 ado Froducl Cdnuol SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. `4(1111111//// 2 LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' v,\GF.NSF' �F,p HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Ng.56705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 650. - - - CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 12R IV- -Z FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' O S ATE OF IL/ THICK.STEELSTUDS TO BE A MINIMUM GRADE33AND.045'THICK(18 GAUGE)..STRUCTURAL STEEL TO BEAT "n '•.,F<ORID?.•' \�� LEASTA 25"THICK AND A36.ALLANCHORS INTO METAL SHALL EXTENDAT LEAST3 SCREW THREADS BEYOND 1•X 2.75•X.650 MULLION :CCs •.,.,,.• �G C THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. ",q1110AL 4o A.LYNN ILLER,P.E. F L P.E,#5B705 TABLE SA Mulnon Capacity Table[Ib9M?j 4 0 Opening Width(for vergcaly-sparrrrg mulilors)or Opening Haight(for horizoritelVspemirg mullions) c k SOtn so[a 701n 801. OO in 10001 1201. 1401. 18o in O Rxtanguior R.Pilda"g. Hoc out Ta#Tdang. Rectangular Trep7Tdsng. Reclel4gdar Tmplldang. Rectingdat Ttaptliang. Roden d. Trap+Tdang. Rectengutar TropTdarrg, Rocianaular Ttaprrdang. Rectangular 7teptMang. 1"x3.125'x Loading Load Loading Loadrtg Loading Loading Loading Loading Loading Loading Loading Loafing Loading Loading Leading Leading Loading Loading Q� .600"Alum a p 22. 2r g $' a r ,did- � �^ r E LL Tubo Mull ^ ^ `� ato 11 �a � ,2. g �� dig ry U �� �i � g €�1x. ! I :1 2 12. H Ma M 1 2 1 1. 1 I auJ rn�� W O nil -421n 170,0 620 170.0 435 170,0 744 170.0 478 170.0 BB8 170.0 Sag 170.0 982 170.0 519 170.0 1118 1704 621 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 164A 1602 170.0 521 J W 481. 170.0 708 170.0 524 170.0 850 170.0 504 170.0 092 170.0 630 170.0 1133 170.0 601 170.0 1276 170.0 077 170.0 U17 170.0 880 157.7 1577 170.0 680 135,1 1.577 170.0 060 118.2 1577 170.0 680 S S 50.625 to 170.0 747 170.0 563 170.0 898 170.0 631 170.01 1048 1170.0 1 884 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 141.7 1496 1740 758 12L5 1495 1704 758 508.3 1495 170.0 756 W $ d 541n 170.0 797 170.0 012 170.0 ON 170.0 891 110,0 1118 170.0 754 170.0 1275 170.0 003 188,1 1401 170.0 637 149.5 1401 170.0 856 124.6 1101 170.0 $61 108,8 1401 170.0 681 03.4 1401 170,0 881 m 1- 601. 170.0 885 170,0 701 170.0 1083 170.0 707 1585 1150 170.0 670 138.7 1158 187.0 020 123,3 1168 166.5 017 111.0 1150 149.7 010 025 1156 144.6 903 704 1160 144.5 003 BOA 1158 144.5 903 F J 631. 1704 830 170.0 745 1594 1049 170.0 850 137.0 1040 155.5 860 11$8 1049 141.7 848 106.6 1049 132.0 830 95.8 1049 125.5 826 794 1049 119.3 620 685 1040 110.9'819 59.9 1049 1184 619 = fiy 1 m {jy 681. 188.8 055 170,0 780 138,0 855 151.3 004 119.1 955 133.7 768 1043 855 121.4 775 92.8 035 112.0 706 83.4 855 100.4 757 89.5 955 80.0 749 594 6656 08.] 748 $2.1 065 98.7 7!e2 f,� p 72 In 128.5 603 134.9 897 101.0 603 114,9 682 91.8 803 101.1 670 60.3 603 91.2 6650 7tA 803 034 049 643 603 76.8 642 53.5 603 723 632 454 603 00.6 628 461 800 69.7 027 :3 113 W 76 in 108.2 721 114.1 629 814 721 87.0 016 76.0 721 85.1 605 66.3 721 78,5 595 60.7 721 70.1 580 $4.6 721 65A 679 455 721 59.4 500 39.0 721 666 584 34.1 721 56.1 563 Q �a�, 781n 101.0 084 105.4 589 842 861 004 507 722 804 70.1 $70 03.1 884 70A 567 60.1 084 044 SSB 60,1 664 694 651 42.1 604 51.1 $41 39.1 884 51,3 SJB 314 884 505 531 00 in 65.0 514 67.0 458 54.6 514 57.3 448 47.0 $545-0.0 440 41.1 514 04.6 433 36.5 514 40.5 427 3ZO 514 37.3 421 274 514 33.0 02 23,5 514 30.4 4OWO 20.6 SU 29.0 403 Q r,O 5� Wo981. 54.2 452 55.7 404 45.2 452 47.0 300 ,38.7 300 33.0 452 38A 384 30.1 452 32.0 378 27.1 462 30,3 373 22,8 452 28.8 385 19.4 462 24.2 359 10.8 462 228 355 0) xg �a $1081n 38.1 357 38.0 322 30 357 32.7 317 272 312 23.6 357 25.2 308 21.1 357 27.7 303 10.015.0 351 18.0 283 1J.0 351 10.2 287 11.0 351 15.0 283 W28.2 338 70,1 301 25,0 200 21.0 338 23.1 282 19.5 330 260 288 11,514.6 336 16.5 270 12.5 336 14.8 273 11.0 338 13.6 2691201. 27.7 289 282 267 23.1 289 23.7 259 166.8 250 17.3 280 18.1 262 ifi.4 288 10.3 248 13.8 289 td.9 268 11.66 289 12.8 240 0.9 289 11.4 238 8.7 2811 10.4 232 X Q Q O TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: $ m 2.:0 AnchorCe acl Table Ibs -.. �ace. ANCHOR CAP„a,,,,,, SODiUata. 2.Tk WrcR1e 36k Cont. Rdlow Q,IU F18rA CASU PIWOW L1Hd {DP, )XC �GANCHOR CAP.", 0-3 -� Ute,ERd 114•$6 Eko 1.16'Bice 14'SS Eko 010 Sled 02SIMI 1.12 Steel MULLION CAP.,,a,,,:a, AnOhOrCIlp Patterns Anchor lype: &t8•Elco unrudm 14•EkoUnmcon ugracon ats Elco Unxn 14•Ekounmeon AggreGdor Unman AggreGalor 9cmW(Go)SCMN(G5) ScreW(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edgenslarce0n7 1' 2.112' r 2.1rr 3410• 1' 2-12' r 2.112' 2' 3-118' z 0.40• 8.54' 0.324- CAPACITY REQUIRED"C,ORRESPOND)NGTOAN Emberfiun n 1314' 1014' 13/4' 1,V4• 2• 1.14' 1.14' 1-14' 1.14' 1.114' 1-1110 2' 13'8' 1.38' vales ACTUAL PRESSURE REQUIREMENT FOR THE 2Ancho,s Q 4.75'h8a O.C.t Standad a 03set cap ft 7): 300IDS 390Ibs 4$0113- nits 1SU M 270lbs 2m nos 354146 7401M 374 lbs 664 IDS 946 IM 311 ms 442 k3- 560 a# OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors®1.15'1AhL O.C.I Standard(w Offset)CO Mg 2) -0m lb3 700 We H/A IUA 11/A IIIA dim US IIIA IPA WA IUA I&A 6821bs 6651ns 1120111 CAPACITY(FRO M THE TABLE)OF THE SELECTED 3A.FM4Atxrslrs 03'1.1(..O.C.1(2)2x5AngI&Cnpsl(Rg.33: 78010s 780 fbs dim ms 15Ba 62. sms lbs 540103 ssa B» IIIA 76nIro 749 ibs dim its 1692 as 682a's 865 w3- /120 w3- MULLION.IT WILL YIELD A MINIMUM ANCHOR IQ .45•LM.O.C.I UCOP,1.10.125"Alum.LFlg 4) IIIA IUA IIIA IUA IIIA IRA IUA IIIA IUA RIA IUA WA ?UA IUA Ion IM CAPACITY WHICH MAYBE USED TO QUALIFY I AmWrl FC! (itg.a IXI" 10SRa 225 w3- 445Irs wIm 13sms Ida IM 177r13 670 ttx 187163- 332103- 4700# 174043 221 nx; 26010$ ADDITIONAL ANCHOR OPTIONS FROM THE 2Ancrors®1.16•IJIrt O.CI FCO 8 2•)2.IDs 35010; RIA IUA IIIA IIIA t001e6 tI/A IIrA IPA IUA IUA 341 ros 442103- fb01t>s ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. RODUCTRBVISBD unding(bQe the Plums h1.000'-1 Ooep�lcoNo �� FIGURE 1: FIGURE 2: TABLE NOTES: 1ta{fonDOW r / �� • i ! 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. tend ads Product Cbnlral . SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 11(11)Ill/"- FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3125, LYN �j 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 41 F . a . • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 314, K FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - 1.0.58705 _ ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLEDt5rj CONCRETE BLOCK UNCI'(CMU)SHALL CONFORM TO ASTM C-g0.WOOD SHALL BE PRESSURE-TREATED ,�FIGURE 4: FtGURE5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-TS AND BEAMINIMUM OF.125' 1"X3.125'X.5'MU ON O TATE ,r W- THICK STEEL STUDS TO SEA MINIMUM GRADE 33 AND 445'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT s`'•.`,°,<ORIOQ.•';�\?'+ LEAST.125'THICKAND A36.ALLANCHORSINTO METALSHALLEXTENDATLEAST3SCREWTHREADS BEYOND (1'VF MULLION) ' C� THE MATERIAL.#108#t2 ANCHORS INTO WOOD MAY BESTEEL,18-85.S.OR 410 S.S. A.LYUI fNI!I1b ,P.E. FL P.E.#58705 TABLE BA W �q� Mullion Capacity Table(Ibs&) 07 x Opening Width(for vertically-spanning mullons)orOpening Height(for horizontally-spardrig millons) SOI. 601. 701n 601. BO In 1001. 1201n 140 In 1601n O Foot Oulu Tmp/Tdane. Recten9ufar Trap/1den9. Reolenpslar TropJTdang. Reclenat4ar TropTdang. Rectangular TrapRdang. Reclangdar T�eplTdarg. RealanDular Trapfi4ang. Met guler Trep(fdeng. Reclan8ular Trep/hlang. a 1x4x.126 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadn9 Loading Loading Loadne Loading Loading Loading syr raj Alum.Tube '.. ' i� € '.. '„ F ,. ',. '.. ,. '� '.. r„ �'.. F '� �,. F LL Mullion a I� g� zs z 42 In 170.0 820 170.0 435 170.0 744 170.0 478 170.0 868 170.0 608 170.0 992 170.0 518 170.0 1118 170.0 521 170.0 1240 ::170.0 521 170.0 1468 170.0 621 145.8 1489 170.0 521 127.8 1489 170.0 521 40 In 170.0 708 170.0 524 170.0 850 170,0 684 170.0 892 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 16&3 1303 '170.0 660 130.3 1303 170.0 680 111.7 1303 170.0 660 97.7 1303 170.0 680 60.6251. 170.0 747 170.0 563 170.0 898 170,0 631 170.0 1048 170.0 664 170.0 1195 170.0 723 160.1 1235 170.0 747 140.5 1235 170.0 756 117.1 1235 170.0 756 100.4 1235 170.0 766 87.6 1235 170.0 756 L1J 'O$ Q 541. 170.0 791 170.0 612 170.0 958 170.0 691 170.0 1118 170.0 754 154.4 1168 170.0 603 137.2 1158 170.0 637 123.5 1158 170.0 660 102.9 1168 170.0 861 88.2 1158 170.0 601 77.2 1168 170.0 681 m 0 R or) 601n 170.0 805 170.0 701 WSJ 1042 170.0 707 142.9 1042 161.1 832 125.1 1042 146,7 815 111.2 1042 138.8 601 100.0 1042 130.2 791 63.4 1042 125.1 782 71.5 1042 125.1 782 62.5 1042 125.1 T12 1-- 63 -. t0 631n 170.0 930 170.0 745 151.2 992 103.8 618 128.6 892 144.4 790 113.4 992 131.0 762 100.8 892 121.4 768 00.7 092 114.6 768 756 992 108.4 745 04.6 992 108.0 744 56.7 902 108.0 744 2 661n 165.4 047 170.0 709 137.8 047 140.0 766 118,1 947 130.3 765 103.4 047 117.7 752 91.9 047 108.7 730 62,7 947 102.2 727 68.9 847 95.1 713 59.1 947 04.0 711 51.7 047 04.0 711 Z MIn 135.9 849 142.7 737 113.2 649 121.0 722 97.0 849 108.0 708 84.9 8!e 88.4 696 75.5 849, 88.7 686 67.9 &9 827 075 56.6 8{9 75.3 659 48.6 848 72.5 652 42.5 848 72.! 651 W•0 sj 76 in 116.6 762 120.7 685 90.3 762 1026 652 82.6 762 00.0 610 72.2 762 80.9 629 84.2 782 74.2 820 57.8 762 69.2 613 46.1 762 62.9 802 41.3 762 59.9 j17.9478 4 595 -.1 N 85 Z M 781. 108.9 724 111.4 034 89.0 724 94.6 621 76,3 724 82.9 609 66.8 724 74.4 599 50.4 724 66.1 591 63.4 724 63.4 583 44,5 724 57.3 573 38.2 724 64,3 .5 56590 In 69.6 513 71.8 483 68.0 543 60.7 474 49.7 543 52.0 466 43.5 543 47.1 458 386 543 42.6 452 34.8 643 39.5 446 29.0 543 34.9 436 24.8 643 321 7 426 CLQ 2 Z N O zz Beb 57.3 478 68.9 427 47.8 478 49.7 419 40.9 478 43.2 412 35.8 476 38.5 406 31.8 478 34.8 400 28,7 478 32.0 3D5 23.9 476 28.1 386 20.5 478 25.6 3' 370 H in W fn IV �0 p 108 in 40.3 377 41.1 341 33.5 377 34.6 335 20.8 377 30.0 330 253 377 26.6 325 22.4 377 24.0 321 20.1 377 22.0 317 16.8 377 19.0 31D 14.4 377 17.1 to 0! o B 1111. 37.1 357 37.6 323 30.9 357 31.8 318 26.5 357 27.6 313 233 357 24,4 309 20.0 357 22.0 305 16.5 357 20.1 301 16.4 351 17.4 204 X Y Y 120 in 20.3 300 29.6 270 246 300 25.1 274 21.0 306 217 270 18.3 306 10.2 287 18.3 306 17.3 263 V X Q O O 1K in 17.0 2t2 17.2 196 Q„� Z n. cn rn TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: An Anchor Ca aclt Table(lbs) ANCHOR CAP.,,,,,,,, -1 -3 Subslmta: 2.78 Concrete F3-116' HoOaxCMU Filed CA1U PT woos M etal (DP,)X( )°ANCHOR CAP.* 174'89 Elco 5118•Elco 114.8SEko tl1081.1 01281661 tv1ULLI0N CAP., Anchor Clip Patterns Anchor type: 3118'Eko Ulvacon 114'Eko ulvecon &16'Elco ulUacon 1l4'Elco Utveean Agg;.OMor Ullm an A...cfor Screw(05)Screw(GS) 5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Clslanee 8n): 1• 2-112• 1• 2-112' 1• 24121 1• 2.1121 2' 3.176' T 0.48• 0.64• CAPACITY REQUIRED'.CORRESPONDING TOEmbedment Ont: 1.314• 1814• taH' 1814• 1-114' 1.1/4' 1.114' 1.114• 1-714• 1-114• 2• fair' 14W ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchom@4.76•Min.O.C.I Standard orOlhel Cap(Fig.152): 3901bs 39016. 4501bs 8901b. 2701bs 280lba 354160 740160 374160 6"1b. 940160 3411bs 4421bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4Anchore @ 2.25•MIn.O.C./Standard(orOOsel)Clip(Fig.3y 700lbs 7001bs 580 @s 141016s WA 6601bs WA 830160 WA esolbs WA 6021bs W5 lbs CAPACITY(FROM THE TABLE)OF THE SELECTEDO ArKtlore@1.1b'h1k.O.C./Skndard(or06seN Ciip(Fig•4): 980164 1400168 wA wA wA 160160 wA wA NIA wA wA 1373160 1T7o rossMULLION.IT WILL YIELDAMINIMUM ANCHOR 4 Amhora@3'Mi.O.C./(2)2x5 Angle Clips/(Fig.6): 7601bs 7801bs 6801bs 1560lbs 540 lb. 560 las WA 7601b. 748 1b. 68016s 1e92les 682160 885168s CAPACITY WHICH MAY BE USED TO QUALIFY 6Anciore @ 3'MI.O.C./(2)h5 Angle Clips/(Fla.ep 1170160 1170lbs 1020158 2340 Itis 2844160 gloms 8401bs NIA 11401W 11221ba 1320 lbs 2938Iba 10221bs 1327 lbs 1680 W ADDITIONAL ANCHOR OPTIONS FROM THE 4Amnom@0.4VMin.O.C./U431p,Inlo.12VAlum.(Fig.7p WA WA WA WA WA WA NIA WA WA WA WA WA WA NIA 1430 ros ANCHOR CAPACITY TABLE, PRODUCT REVISED 2An.hem@2.25•MIn.O.C)F471p(Flg.8): 3501bs 35016s 2001bs 705160 47(6 lbs WA 2901ba WA 315108 WA 440150 WA 341 His 44216. 560 lbs 4o corbplyh19 N1111 W0ll1°lldd 4Anchm@1.15'MIn.O.CJ FQip(Fig.%: 48010.5 700160 WA WA WA NA 380158 WA WA WA WA WA 8821bs 0rS lye 1120168 � BAaepi u6dlog Cbdc � rn�a NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1.000' f-- mtlw No r,Jy Ansi TABLE NOTES: �4iarnl ePralud Control FIGURE 1: FIGURE 2: FIGURE& 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. v / '� '\, ......., • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 15 ALLOWABLE. \��'�,.•'�\CENSE '•,FAQ • • • • • • • fit'•: �t 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000' - N0.56705 s TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW FIGURES: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS, -,0:,�. �_- • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '� S FATE (5 LC/�� • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL BE PRESSURE-TREATED YELLOW .125' �T FLORIOP.•'• \�: • • • SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.126'THICK.STEEL �� '•....... CGS • STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK 'SSS/ NAL E ANGLE CLIP(FIGURES 688)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.125' A.LYNN tiIkVA,1P.E. #12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION FL P.E.#68706 TABLE 7A a MulllonCapacity Table Ibsf(12 ��x i Opening Width(fbryerticalty-spamingmutlons)orOpeningHeight(for tallipnteVysparvigmuQorm) SO N 601n 701n 8o in got. 10U in 120In 1401n 1601. �T, 0 Rectangular Tieprrdang. Recmngular Tmpfri ng. Reolanguler 'R.Wdang• Rcctmpular Tmpridong. ReclenWlar Tmpridang. Rectangular TreplTdeng. Rectangular IIeplTdang. Rectangular Trapridarg. Rectangular TrapRdrng. Y'pY 1%4X.376 Loading Loading Loading Loading Loafing Loading Loading Loading Loading Loading Loading Loading Loading lading Loading Loading Lnedin9 Loading ^x z U Alum,Tube r r •r r r r r r r r r F t• r r r r r r A• x r x £ &'T' c Y v'dg agg.. g„ c Cg �.. Mullion6 49` tS itsd b� IiX �� a 5 $$§§ •7 7s z: € 8 5� 3 .�$EI - 8x &� -`�. 5 $• 3 'p#} x sm 421. 170.0 6'20 170.0 435 170.0 744 170.0 478 170.0 888 170.0 506 170.0 092 170.0 610 170.0 1116 170.0 521 170.0 1240 170.0 621 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 481n 170.0 70B 170.0 524 170.0 850 170.0 584 170.0 992 170.0 830 170.0 1133 170.0 681 170.0 1275 170.0 677 170.3 1417 170.0 680 170.0 1700 170.0 680 170.0 1953 170.0 680 151.8 2024 170.0 660 _ 60.625 In 170.0 747 170.0 663 170.0 8D8 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 17D.0 747 170.0 1494 170.0 756 170.0 1783 170.0 758 IWe.0 1919 170.0 750 130.5 1918 170.0 756 n 7 p 541n 170.0 797 170.0 012 170.0 958 170,0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 159.0 1799 170.0 901 137.1 1799 170.0 881 120.0 1799 170.0 861 m p 60N 170.0 885 170.0 701 170.0 1063 170.0 707 170.0 1240 170.0 878 170.0 1417 170.0 044 170.0 1594 170,0 996 155.5 1618 170.0 1033 129.8 1619 170.0 106J 111.0 1619 170.0 1063 97.2 ISO 170.0 1063 H (M0 J 631n 170.0 930 170.0 745 170.0 1110 170.0 650 170.0 1302 170.0 940 170,0 1488 170.0 1016 166.7 1542 170.0 1076 141.0 1642 170.0 1122 117.6 1642 168.5 1168 100.7 1642 187.9 1167 08.1 1542 167.0 1157 66 in 170.0 974 170.0 780 170.0 1169 170.0 003 170.0 1384 170.0 1002 160.6 1472 170.0 108a 142.6 1472 168.6 1146 128.5 1472 156.6 1130 107.1 1472 147.8 1108 91.6 1472 148.0 1104 80.3 1472 146.0 1104 Z 721n 170.0 1063 170.0 678 170.0 1275 170.0 1009 150.0 1320 166.2 1101 132.0 1320 149.9 1082 117.3 1320 137.6 1066 105.6 1320 128.6 1049 88.0 1320 117.0 1024 75.4 1320 112.6 1013 68.0 1320 112.5 1012 2 W f 76 In 170,0 1122 170.0 037 149.6 1104 159.4 1013 128.2 1164 130.0 994 1123 1184 125.7 978 99.7 1164 115.3 964 69.6 1184 107.5 952 74.8 1184 07.9 935 64.1 1184 93.1 927 5&1 1184 92.3 926 J 7a In 166.1 1124 170.0 967 138A 1124 147.0 965 116.6 1124 128,8 947 103.8 1124 115.6 031 92.3 1124 105.6 018 83.0 1124 08,5 909 69.2 1124 89.0 &90 59.3 1124 84.3 881 51.9 1124 83.2 878 Q J H J 001n 108.1 644 111.5 760 90.1 844 94.3 736 77.2 844 82.1 774 67.0 e{4 73.3 712 60.1 644 66.6 702 64.0 044 61.4 693 45.0 844 54.2 078 '36.6 644 60.0 668 33.6 844 47.7 662 Z g Z N O 961n 09.1 742 91,6 663 741 742 77.2 652 63.6 742 67.2 641 653 742 69.6 631 49.6 742 64.1 622 44.5 742 49,8 614 37.1 742 43.8 600 31.8 742 39.8 590 27.8 742 37.5 584 F l0 8p 40 108N 61.8 588 63.9 630 52,1 666 63.6 521 44.7 688 46.6 513 39,1 586 41.4 505 34.8 We 37.3 483 31.3 586 34.2 482 20.1 586 29.6 461 22.3 686 2e.6 472 19.5 686 24.7 466 111 N 57.6 555 50.8 603 48.0 $55 49.5 495 411 655 42.0 487 30.0 655 38.0 480 32.0 65LU 6 J{.2 473 28.6 656 11.3 487 24.0 555 27.1 451 20.0 555 24.3 148 10.0 655 224 462 N Y 1201n 45.6 475 46.4 433 18.0 475 39.0 /26 32.8 476 33.7 420 29.5 676 29.8 414 25.3 476 26.8 409 228 475 24.6 40{ 19.0 475 21.1 386 16.3 475 18.7 387 14,3 476 17.2 301 X 1441. 20.4 330 26.7 305 22.0 330 22.4 301 18.0 330 18.3 287 16.6 330 17.0 293 TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: g z7 i O'O Anchor Ce act Table(lbs) ANCHOR CAP.,,,„,,,,,, S.W.I.: 2.7k Concrete 3.5k Cgnb. HulOw CMU FIIIedC6lU PT Wood Metal (DP,,,)X( )=ANCHOR CAP.- 5/18'Eko 114'6S Eko 5118'Elco 114'SS EkoV6.82214s 912 Steel 012Stcel MULLION Anchor Clip Patterns M`MrTypa 3110`Elco Ullrecon Ira•Elco Uluacan Ulumon 8716'Ek.Uluocan 1/4'Elco Ulumcon AggmGalb7 Ultmcon 'Aggmoatbr scmw(O5) Saew(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Distme(1np 1• 2-12• 11 2-tn' 3118• r 2-IW V 2-11V 2- 31/6 2• 0.54, D.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embedment(mk 1-u4' 11f4' 1-310• 14W T 1414' 1-110' 1-g4' 1.14' 1-114• W14* T tale• wdes ACTUAL PRESSURE REQUIREMENT FOR THE 2Anch..@4.76'MN.O.Q/Standard or006et Crip(Fig.182): 390 lbs 3901bs 450 IDs 890lbs 16441bs 270W 280 lbs 354 lbs 740 IM '374lbs 664 Its 84810s Ras 442 Ib. S60lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors @ 2.25 ktN.O.C.I SNnQvd(.(O66et)Clip(Fig.37. 700Iba 7001bs Seg Ibs WOW 952 IM WA 660 lb, NIA 630 So, WA Soo IM WA W5 Ilan Me Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED O Anahors @ MY Min.O.C.I Stendard(or O6set)Clip(Fig.4): 00lb6 14001bs WA WA ?VA WA 760lbs N/A WA WA WA WA 1770 lbs 2240 lb. MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 AnchasQWKn.O.C./(2)2.5 Angle Clips I(Fig.5): 7801bs 760 lbs 660 IW I56 Ibs 18981bs 51DIbs 560 lbs WA 760 Jos 7451bs 6801b3 1892 lb, 885lbs 11201bs CAPACITY WHICH MAY BE USED TO QUALIFY 6Awfws@3'MIn.O.C./(2)WAngie Clips/(Fig.6r111061170106 1020106 2340Ibs 2a441bs BLD 1b5 840IM WA 11401bs 11221bs 13201bs 28381Es 13z71bs 16801bs ADDITIONAL ANCHOR OPTIONS FROM THE 4 AMMrs®OAV On.O.C.I Uisip,InIo.125'Alum.IFI8.7): WA WA WA NIA WA WA WA WA WA WA WA WA WA NIA 14JO Iba ANCHOR CAPACITY TABLE. RODUCT1UiV13� 2AmMm@2.25•Mtn.O.0/F421p(Fig'Br 3WIbs 3501bs 290 1b. 7051bs 478 lbs NIA 2901be WA 315lbs WA 440106 WA 341 lbs 4421bs 5wlbs co1epbInt,wNh lh6 FWd9 4 Anchor@ 1.15'Min.O.CJ F421p(Fig.9): 4601bs 1 700 lbs I WA WA WA WA 380 lbs WA WA WA WA I WA 1 682106 885105 1120 Ias undles OM& NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1.062• f-- •--j 1.000• f--- Ac,ap7an pso TABLE NOTES: Moral aide Product Control 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 • • • • • • • • • • M., N LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \2)LINEAR INTERPOLATIONBETWEEN MULL LENGTHS AND10R OPENING WIDTHS IS ALLOWABLE. ��N�� n'/(�F• 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• ��' No.58705 ' SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �J-s FIGURES: FIGURE 6: FIGURE 7: - O e4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND PGROUT-FILLEDSSURE-TR CONCRETE BLCCK UNIT(CMU)SHALL CONFORM.6 ASTM INU WOOD SHALL BE • • • • PRESSURE-TREATED 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' 375' .376' S ""•' G THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS � /ri s!ONAI.I� ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.010 1'X 4'X.375' P X 4'X X. 11 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 'T'-MULLION MULLION A.LYNN IdIILLER,P.E. FL P.E.#58705 TABLE 8A re fp, Mullion Ce acI Tabla Ibstf1 ;QR * Opening Width(farverticaly-sparangmullions)orOpeningHeight(for horipnte8y-spanringmullions) ouGtC SQ 50 in 601n 701n 80In 901. 10b In 120 In 1401n 180 In i p 1,26"% Rectangular Tep/Tdang. RectanBuler Trepraleng. Reclenaular hap/Tdan9• Rectangular 7FepRdeng. Reetbngular Trap�lTrion. Rectenouter TmplTdeng• Ratanguior Rop/Tdang• Rectangular Tropmlang. Rectonaulor TropTaMo. o a Load.9 Loading Loading Lowing Lcadng Loading Loafing Leafing Loafing Loading Loading Loaang Loafing Loadna Loafing Loaning Loading Loading sic - 3.188"x .266"AIUm Tuba Mull ZLb a a 9� � s � ttI- a a a dBa aBaa Q8g m fi� I4$ 8� a s� §� k } b e s� �• �� 11 IS $a� 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 SW 170.0 992 170.0 518 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 V0.01 521 151.6 1769 170.0 521 481n 170.0 706 170.0 524 170.0 850 170.0 584 170.0 892 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 880 154.8 1516 170.0 680 132.7 1546 170.0 600 116.1 1648 170.0 680 50.828 in 170.0 747 170.0 563 170.0 698 170.0 631 170.0 1048 170.0 684 170.0 1185 170.0 723 170.0 1345 170.0 747 187.0 1466 170.0 756 138.2 1468 170.0 768 119.3 1466 170.0 750 104.4 1488 170.0 766 (L O ° fn 641n 170.0 707 170.0 612 170.0 980 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 163.1 1376 170.0 837 146.8 1376 170.0 868 122.3 1376 170.0 801 104.8 1378 170.0 661 81.7 1378 1.70.0 861 M J 601n 170.0 885 170.0 701 170.0 1063 17D.0 787 159.8 1150 170.0 878 139.0 1158 167.4 930 175.6 1158 158.8 BIB 111.2 1158 150.0 812 e'4.7 1168 144.(1 905 78.4 1158 144.8 005 68.5 1158 t44.8 905 lL J 631n 170.0 930 170.0 745 160,1 1051 170.0 850 137.2 1051 155.0 1162 120.1 1051 142.0 840 108.7 1051 132.3 037 96.1 1051 125.7 830 80.1 1051 119.5 012 0&6 1051 119.1 821 60.0 1051 119.1 821 661n 187.1 957 170.0 789 139.3 057 151.6 8D5 INA 057 134.0 70D 104.4 957 121.6 777 D28 957 112.8 767 83.6 957 106.8 759 69.8 657 100.0 750 59.7 857 A0.9 7d8 522 057 8&9 746 z J� m 721n 128.7 804 135.2 698 107.3 804 115.2 684 91.9 604 101.3 671 60.4 804 91A 660 71.5 604 64.1 650 64.4 601 78.8 643 53.6 804 72.3 633 46,0 804 69.6 628 40.2 804 69.6 626 o Z '9 76 in 109.4 722 114.4 630 01.2 722 972 618 76.2 722 05.3 605 68.4 772 76.7 596 60.8 722 70.3 688 54.7 722 65.5 580 45.6 722 59.5 570 39.1 722 56.7 565 34.2 772 68.2 504 _.( g 781. 101.2 BB5 105.8 600 61.4 885 89.8 580 72.3 085 70.5 577 03,3 685 70.6 666 60.2 685 84.5 560 50.8 605 80.1 553 42.2 685 64,3 543 311.2 885 $1.4 637 31.8 885 60.7 636 Q s' .�•• F N O 90 in 05.8 515 66.0 457 54.8 616 57.5 449 47.1 616 60.1 441 4f1 516 44.7 431 38.0 515 40.8 428 33.0 515 37.4 422 27.6 515 37.1 413 23,5 SIS 303 107 20.8 515 28.1 404 x Z N 981. 64.3 163 65.8 404 45.3 453 47.1 397 38.8 411 41.0 391 33.9 453 30A 385 30.2 453 33.0 379 27.2 453 30.4 374 22.6 453 26.6 366 18.4 453 21.3 360 17.0 163 228 756 � �� 6 p 108 in 36.1 358 39.0 323 31.0 358 32.6 318 27.2 358 2&4 313 23.8 358 252 308 21.2 358 71.7 304 10.1 358 20.8 300 15.9 358 10.0 283 (q o M 1111. 35.1 338 35.8 306 28.3 338 30.1 301 26.1 338 28.1 297 220 376 23.2 293 18.5 338 20.9 269 17.6 338 19.1 285 Of X 1201. 27.8 290 28.3 264 231 280 23.8 260 19.0 290 20.6 256 17.4 290 18.2 257 15.4 280 16.4 249 (~.) N Q 1441. 18.1 201 18.3 188 Q c'• Z U) � O m0 O TABLE BB AnchorCa act Tablefibs) ANCHORCAPACITYADJUSTMENTFORM ULA: e��(r ANCHOR CAP.,,,,,,.•• o a o�rc� sumirele 2.71K concrete 36xcane. HdmWC1.IU FilledC61U PT Wood Mtla1 (DR-)X( )=ANCHORCAP.- 6'tc Elco 14•ss Etc tilts`E1w v4'ss Dco 010 stod atzstml atz Steel AnehOrClip Pettemrr Anchor 7ypa yfs•EIco UArocon td•Exoutl2con Uliracon y Elco 1.111.0nvd•EkoUOracon AggreGalor Uflmem AggreOelar &"(G5)Screx(G5) screv(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR EON Ostance(In) 1^ 1 2.1/8' 1 1• I 2-118' 3-1/6• 1^ 2418' 1• 2-118' r 3-168' r 0.46• 0.54' 0.324• CAPACITY REQUIR ED"CORRESPONDING TO AN Embednenl n 13141 I 1041 I WA- 13'4• 1 2• 11-14• 1-14' 1414' 114• 1414• 14/4' r tare• las• vales ACTUAL PRESSURE REQUIREMENT FOR THE 2ArclmsQ475'IAIn.0.C.IBtardallor00se1Clipo-Tg.1): 390 IDS 390 Ra 4501bs 090 led 1644 lbs 210 lbs 280Its 3541bs 7401 3741bs 664 IDS 9461bs 311 IDs 4421m 56010s OPENING,WHEN IT IS LOWER THAN THE MULLION 4Archors Q 1.151 I41nL O.C.l8landsrd(aIXhel)Cllp(Rg 2) 480 Ns 700 Its RIA WA IIIA IIIA SM lbs IUA IUA IIIA IUA IUA 682lbs 885 W3 1120[be CAPACITY(FROM THE TABLE)OF THE SELECTED lgrs@Yt.iln.O.c./(1)2t5Arglec8 sl g3) 780103 780 its GwIbs 156D1Ds 1f61bs 6101bs ISM toe tl/A 76010s 748lbs 660 IDs 18921bs 6821m 885lbsM14301ts MULLION.IT WILL YIELD A MINIMUM ANCHOR [2!!.4An, leQ 0.VMIn.O.C.I UCup,Inlo.126'Alum.ft.4) RIA IUA IIIA WA IIIA IIIA IUA IRA IUA NIA IUA IUA tIIA IUA CAPACITY WHICH MAY BE USED TO QUALIFY 1ArcrorlF4:Up(Flg6) 1051Ds 1Bs lba 225109 4451bs 822 iD5 135ms too I� to IDs 370106 1B71Ds 3321os 4731Ds t7o lbs 221 los ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anclnrs Q IAV IAin 0 c I F-C 0.6• 240lbs SW ibs N/A . IUA IIIA NLA 100 to IUA IUA IIIA WA t A 341104 d421Ds ANCHOR CAPACITY TABLE PRODULTRBVISBD NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. "On vvhh�Irladda BDnmo�oDdD Aottyf011oD NO FIGURE 1: FIGURE 2: TABLE NOTES: F•-1.250•-i • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION /Nm IaF�ad4P�roduct Control ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE LYNN FIGURE 3: �� �,ON,..••.,,. ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3.188' ,,• OGENSF'••�ccp 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. 265, _ N0.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ( � - GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTM C•90.WOOD SHALL FIGURE 4: FIGURE 6: FIGURE 6: '•, r � 15 � BE PRESSURE-TREATED 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 ��'., S Al•O 265'MULLION 18WX 'CORIOk- N 25'X3. . '•.A • .045'THICK(16 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A38.ALL 1. i • e ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1-114'VF MULLION) 0...... •��JG•� • 010 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. A,�fNNITy)�({-LEA P.E. FL P.E.#53705 TABLE 9A � Mullion Capacity Table(lballlz) o Opening Wldlh(forvardealtl-spanning mullions)or Opening Height(for hodzontally spannIng mullions) SON 8014 701n BO In 90 in IOO In 1201n 1401. 160 in 2 �• LLO Rntangllar Trayrdan9. Reolaogular UAp'rtlang. Rectangular Tnp7darg. Rectangular ttoplTdana Raelaagatar Trawdarg. Rectangular Trapribmg. Ra.I.Kuler TmpRNng• Roctangrnr Tnplldan6 Raclantlular Tnpfldang. 1.26%3.26 L. ng Loamg Loading Loading Loadug Loading Leading Loading Loading Loading Loading Loading Loxdng Loading Loading Laadig Leading Loading c 4 IY %.100 sx 2 U Alum.Tube L' TT$$_ g'� Mullion Q � � � � tl� 8 0 �" g � � 0� N 11 n 42111111 1 1 1 i CO 42 in 170.0 620 170.0 435 U0.0 744 170.0 478 1170.0 668 170.0 508 170.0 992 170.0 519 170.0 1118 170.0 521 153.3 1116 170.0 521 127.7 1116 170.0 521 1093 1118 170.0 521 95.8 1118 170.0 621 48 In 170.0 70B 170.0 624 170.0 850 1740 604 167.6 AIB 110.0 670 148.7 978 170.0 861 130.4 BTB 170.0 817 117.3 978 170.0 BBD 97.0 970 170.0 680 03.8 BTB 110.0 "1 13,3 978 110.0 "1 .J.I W 60.82511 170.0 747 170.0 587 1740 890 110.0 631 150.7 921 170.0 684 131.8 927 186.5 700 117.2 921 159.1 699 105.5 927 168.7 696 87.9 927 158.3 695 75,4 927 158.3 695 65.8 927 156.3 695 _ �9 (n 541n 170.0 707 170.0 612 154.5 869 170.0 691 132.5 669 153.9 683 115.9 809 141.8 669 103.0 669 134.0 660 92.7 689 129.8 654 77.3 689 126.8 652 60.2 869 128.8 652 51.9 669 126.6 652 W 0 6014 143.2 740 163.6 634 119.4 748 132.3 620 102.3 746 117.8 608 89.5 745 107.0 599 79.6 '746 101.0 592 71.6 746 96.8 587 69.7 740 97.3 683 51.2 746 93.3 563 44.8 746 93.3 683 m � Cl) 13 6314 127.1 877 132.0 578 103,1 677 113.2 568 88A 677 100.4 555 77.3 617 91.4 546 68.7 677 65.2 639 61.9 677 81.0 534 61.8 617 77.0 520 44.2 677 76.7 629 38.7 677 147 529 h () J S 681n 107.6 617 114.1 670 89.7 617 97.6 519 70.9 817 88.3 509 67.3 617 747 5011 59.8 611 72.6 491 51.9 617 66.7 489 44.6 817 04A 483 38.4 617 63.7 482 33.6 617 63.7 482 LII 0- 72 In 62.0 518 81.1 4% 69.1 51B 74.2 440 59.2 510 85.2 432 61.0 516 68.8 425 46.1 518 54.2 419 41A 610 50.7 414 34.6 518 446 408 29.6 516 45.0 405 25.0 616 45.0 405 Z i m o T61n 70.6 465 17.1 408 58.7 485 62.8 389 50.7 485 54.9 390 44.1 483 40.4 361 99.2 465 45.3 378 35.2 4B5 42.2 37d 29.4 485 3a3 087 25.2 465 16.5 384 22.0 465 38.2 367 J g$p C? 781 65.2 M1 68.0 387 54.3 441 51.7 379 46,8 441 50.0 372 40.8 441 45.4 360 36.2 441 41.6 360 32.6 441 38.7 356 27.2 441 34.9 349 23.3 441 37.1 348 20.4 441 32.7 345 J o LT W?Z BON 12.4 3M 43,6 285 35.4 372 31.0 289 30.3 372 32.3 284 28.6 332 28.8 260 23.6 372 26.1 216 21.2 132 24.1 272 17.7 372 21.7 260 15.2 372 10.8 262 13.3 372 16.7 280 CDso In 35.0 2B1 35.0 280 29.1 201 30.3 256 25.0 201 20.4 252 21.9 281 23.5 246 18.4 291 21.3 244 173 2Bf 18.5 241 14.6 x01 17.1 236 12.5 list 15.8 232 Z r Q N O_ ice in 24.8 230 25.1 208 203 230 21.1 205 17.5 230 18.3 201 15.4 230 16.2 I98 �¢ x Z W 0 _e o m� 111 N 22A 216 23.1 197 18.9 216 19A 1B4 16.2 210 18.8 101 14.1 210 14.9 106 N $ o 120 in 17.B 1B7 10.2 170 14.8 187 15.] 1B7 (WL) V) 2' x Q N °-9� ZAli"00 TABLE 98 Anchor Capacity Table(Iba ANCHOR CAPACITY ADJUSTMENT FORMULA: mw Substrata: 2.7kConemlo 3.6k Cone. New chill FfnedCMU PT Wood n1em1 (DP)X(ANCHORCAP.,,,„,,,,,\_ANCHORCAP.,r, � ��� 5/10'Elw 1140 SS Etoo 5'16'Eloo 1/4'SS Elco 1110 Slcel 912 Steal 412 Slee) `MULLION CAP.,,e,,,,,,1 Anchor Clip Patterns Amtgr Type' 3116'EIw UIUacm 1I4'Elea UlDecon UWaoon 3118'Elw Ullnew 1/4•EIce Ullncw AgilleGalrr Ultaxon AggreGelor 8cr 05)scl (G5) 6c 05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Olsiance On): 1• 2.112' 1' 2-112 3.1/6• 1' 2-112' 1' 2-112• 2' 3.06' 2• 0.40' 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedment On): 1.314' 1.314' f v4' 13!40 2- 1.1/4- 1.114' 1.114' 1-114' 1.1/4• 1.1/4- 2' 13180 1-701 lades ACTUAL PRESSURE REQUIREMENT FOR THE 2Ambos@4.75'Min.O.C./Standard of 069¢7 alp(Fig.1):.390109 390 In 450166 690109 1614 In 2701113 280106 354105 7401116 3741119 664106 946106 341 ms 442 In 5601es OPENING,WHEN IT IS LOWER THAN THE MULLION 0C .1 5'6114.O.C.I Standard(orOOsol)alp(Fig.2y 4801116 700106 WA WA NIA WA 380 m9 WA WA WA WA WA 682In 885In 11201119 CAPACITY(FROM THE TABLE)OF THE SELECTED rs@3'MIn.O.C.I(2)215 Angle alps I(Fla.3): 780 IDs 780IDs 6801116 156D IDs 10961116 540W 560 Iba WA 760In 748In 8801116 18921119 6821es 8651116 11201116 MULLION.IT WILL YIELD A MINIMUM ANCHOR .54'MN.O.C./U-01p,Into.100•Alum.(Flit.4): WA WA WA WA NIA WA WA WA NIA WA WA WA WA WA 9501116 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Amhor/F431p(Fig.5): 195 On 195119 22510, 445106 82x Ibs 135Ibs 1!2 In 171106 370106 1871W 33x IDs 4731116 fig In 221109 260Ins ADDITIONAL ANCHOR OPTIONS FROM THE 2Amhara @ 1.15'B11n.O.CJ F-alp(Fig.87• 24016s 350 m9 WA WA NfA WA 190 The WA N/A WA WA WA 341 In 4421119 560106 ANCHOR CAPACITY TABLE. RoDUCrREVISF.D ff ode lodda No �" .01 FIGURE I: FIGURE2: TABLE NOTES: -1.250' D - 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION oproducl Control ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 111111// 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. LY<\N�r Jig FIGURE3: ` ,<,t,0,.... ..., 11die/� 3)MULLION AND MULLIANGLE ON CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' .� •�tCENSF `-.fa CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ��4P•' BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL .100' '.(.� lL' FIGURE 4: FIGURE 6: FIGURE 8: '•, Z`6�J...J <U BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE S TATE • 5063•T5ANDBEAMINIMUM OF.10D'THICK:STEEL STUDS TO BEA MINIMUM GRADE 33 AND '•.,r<OR10P. ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION i� ......... ,'• \�� G O e .045'THICK(18 GAUGE),STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL 1.25' 1G J17;%NAL�C`\.` • #10 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. A.LY(1N M1811t 2 P.E, FL P.E.#58705 TABLE 10A „ > h R Mullion Capacity Table pbartl7) Opening Width(forvedice@y-sparding nuAlons)orOpening Height(forhorizadallyspanning mulions) ��W'�� so In 60 in 70 in 8014 90 in 10014 120 in 140 in 1601n Y¢ p R-uangut,, TrapU.. Rade.alar Tra Eden. Rudan hr Tu 126X326 B B D B W plfriang. RecunWlar Trap?danp. Reclengular irepRdanB. Rectangular TrapRdang. RaclenWier TraWfdane. RadanWlar it So Reclangutar Trap/nleng. D; %.624 Loafing Loading Loading Loadoa Loadiog loading Loading Lowing Load6g L-a&ng Lodd:ng Lo1d»g Lauding Loading loading Lo-ding Loabng Loading Alum.Tuba .�.. § .. .�,. .g .. �• .F-. E.. .� .g,. '5 �f E .�.. 'S ��,.. 3 F_- •�' •�,. � •€,. '3 .. €.. 'B •9.. � Mullion o >g 1L 3g o ug " ��• S 3a o v g o o oa o a e S a a " v ai v o 0 8 cT u"a, o` ai e u o G <i e u o o u u u u a u ci ci ii u g ci is 9 u ugg o u" igs m 5.9 a g'g �.g'o- F•Q < •� c$ 5 g'u iS�c fe ErE8 �� � 8d dot �� �� � �� f �� �e �� �e �� � Eo? f� �� € 84 O F� 42 in 170.0 620 170.0 435 170.0 744 170.0 478 1170.0 068 170.0 S06 170.0 1 992 170.0 619 170.0 1116 170.0 621 170.0 1240 170.0 521 110.0 1488 170.0 621 110.0 1735 170.0 621 170.0 1983 170.0 621 J W 481. 170.0 708 170.0 524 170.0 850 170.0 5& 110.0 992 170.0 630 170.0 1133 170.0 661 110.0 WS 1780 677 170.0 1417 110.0 680 170.0 1700 170.0 680 169.7 1979 170.0 680 148,5 1979 170.0 660 SUM in 170.0 747 170.0 663 170.0 896 170.0 631 170.0 1016 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747' 170.0 1494 170,0 756 770.0 1793 170.0 756 152.5 1877 170.0 766 133.5 1077 170.0 156 ^2 � �o &I In 17D.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 603 170.0 1434 170.0 537 170.0 1591 170.0 efi6 156.4 1759 170.0 061 134.1 1769 170.0 Bfit 117.7 1759 170.0 861 LU p 60 in 170,0 085 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 914 161.1 1611 110.0 996 145.0 1511 170.0 1033 120.0 1511 170,0 1053 103.6 1511 170.0 1063 90.6 1511 170.0 1063 rn rMD J 6714 IT0.0 910 170.0 745 170.0 1116 170.0 850 170.0 1)82 170.0 910 156.6 1370 170.0 1015 139.2 1370 170.0 1076 716.3 1JT0 164.0 1002 101A 1370 165.9 1071 89.5 1770 165.7 1070 78.3 1J70 165.7 1070 W m 66 in 170.0 914 170.0 789 170.0 1169 170.0 903 155.6 INS 170.0 1002 1362 1248 158.6 1013 121.1 1240 147.1 1000 108.9 1248 139.0 989 90.8 1240 130.4 978 17.0 1240 129.0 975 68.1 1248 129.0 976 Z � �• 72 in 167.8 1049 170.0 878 139.9 1049 ISD.2 892 119.9 1019 172.1 875 104.9 1W9 119.1 860 93.2 1079 709.7 048 83.9 1049 102.7 gag 69.9 1049 91.3 625 59.9 1049 912 820 62A 1049 91.1 020 0 76 in 142.7 941 149.1 822 118.9 941 126.6 805 101.9 941 111.2 791 69.2 941 iOD.D 777 79.3 941 91.7 766 71.4 941 85.6 767 69.5 941 77.6 744 61.0 941 74.0 737 44.6 941 73.3 736 ° Z 78 in 132.0 893 1315 787 110.0 894 116.9 767 949 891 1D2A 763 82.5 891 91.9 740 73.3 894 64.1 730 66.0 894 70.J 721 $6.0 894 70.7 107 d7.f 891 67.0 701 41.3 894 66.1 698 Q 'U 901- 86.9 611 88.7 596 71.6 671 74.9 505 61.4 671 65,7 575 67.7 671 58.2 566 47.7 671 52.9 568 43.0 671 48.8 551 75.8 611 43.1 539 70.7 671 39.7 $71 16.9 671 37.9 526 Q m p 961n 70.0 S90 72.8 527 69.0 590 61A 518 50.6 590 53A $09 44.7 598 47.5 682 39.3 590 17.0 494 35.4 690 39.6 488 29.5 698 31.7 471 25.3 598 71.6 469 22.1 598 29.8 464 Q {- X yZ 1081n 49.7 466 50.8 d21 41A 466 42.8 414 35.5 466 37.1 408 31.1 466 32.9 402 27.6 466 29.7 395 24.9 466 27.1 391 20.7 466 23.5 382 17.8 466 21.2 375 16.6 466 19.6 370 N iltln 45.8 441 46.1 400 382 441 393 393 32.7 441 34.1 381 28.6 441 30.2 3B2 25A 441 272 376 22.9 411 24.9 372 19.1 441 21.5 363 16A 441 19.3 356 14.3 441 17.9 351 W (M 1201. 36.3 378 36.9 341 302 370 71.0 339 15.9 770 26.8 374 22.7 770 27.7 729 20.1 378 213 725 18.1 ]7B 19.5 721 15.1 378 16.7 311 X N 144 in 21.0 262 21.2 261 11.5 262 17.8 239 15.0 262 15.3 236 V N Q aO O� Z s:0 TABLE 10B AnchorCapaclty Table(lba) ANCHOR CAPACITY ADJUSTMENT FORMULA: suDelmiS 2.7%CorcMe 35K Conc.I .mow Chill FeWA CMu FTWaoO 1.1881 (DP,)X(ANCHOR CAP.,,•,,,,.,)=ANCHOR CAP.,,, Andra Type 3116r Elco USrmm 114'Eko Ulim[on &I6'Elio 3'IC Elco UOam 1/4'EkoUtimcon N7481bs N16•Eko thr SS FJro 9ImIed fI129lBel p12 Simi MULLION CAP._,_, AnchorClip Patterns uemcon unman Aggrecator Scrrw(G5)screw 11, Scree(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Ustarce 0ny i• 2-W2' t" 2-10T 3.115' 1• 2-1/2' 1" 2-1/r3.1/6• 2• 0.48• 0.54' 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embedllcnt n ISM' tam' 1-3/4• lam' 2• 144' 1.114• t-va• t-v4' 1414' 2' 1.318• 1INw vanes ACTUAL PRESSURE REQUIREMENT FOR THE 2Ancton®4.76'IAA O.G.1 Sleroard or00setcup pg.iy 390 ibs 390 Ice 450 IDS 890 D3 16141Ds 2701bs 280 Its 354109 740106 684 IDS 946 roe a4l IDs 4421Ds E60 IDS OPENING,WHEN IT IS LOWER THAN THE MULLION 4Anrhors @ I.15'Lim O.O l Stwdam(Or Onset)Qp(Rg.2y 480 IDS 700 IDs' NIA IUA IIIA IIIA 380 ID3 IIIA IUA IUA IUA 6021es 805106 11201Ds CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arcrom QTMIn.O.C./(2)NSAngteC9ps l pg.3y 7601D6 700 IM 680 lot ISM IDS 18B61D3 SIDIbs 6601m IIIA 7601Ds em[be 18921DS 6821DS 8651Ds 112DIbe MULLION.IT WILL YIELD A MINIMUM ANCHOR 3AnUorsQ0,61•IAIn.O.C./UCflp,mto.100'Alum.(Fg.4y IIIA IUA 141A IUA IIIA IIIA IUA .NIA IUA IUA IUA NIA IUA 85o IDS CAPACITY WHICH MAY BE USED TO QUALIFY 1Arcror/FCrip(Flg.6y 105109 10524 '125109 445105 62110.1 135109 1401W 177105 370105 187109 3321M 17311b 170109 22u_ 260 ms ADDITIONAL ANCHOR OPTIONS FROM THE 2 ArerorsQ LIS'MIn O.CJ FCf 0.67 810 Ns 310IDe I41A IUA IIIA IIIA 19010; tilA IUA NIA IUA IUA 341109 Jd21De L601D6 ANCHOR CAPACITY TABLE. PRODUCT REVISED ugdingCO&hhShe Florida 3'DCD2m1w No •O FIGURE I: FIGURE 21. ate q� TABLE NOTES: t210' • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION �l Product Conlro ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. \11111111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPENING WIDTHS IS ALLOWABLE. \\���pNY L NN FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3. �.' \CENSE''•. ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS _ • • • • CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 BE USED : IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND FIGURE 4: FIGURE 5: FIGURE 8:I L GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL4• ••: Icj 'S IBEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BEL 81-ATE •'<(/` 6083-T5 ANDBEAMINIMUM OF.100'THICK.STEEL STUDS TOBEA MINIMUM GRADE 33AND �' .•• F�OR(pP•.•'G\`� G e ® .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.25'X.624' X11 CONAL #10 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. MULLION A,/LYNIU 1M1Lj7LR,P.E. FL P.E.#58705 TABLE 11A ® H Mullion Capacity Table(1hs1iP) $�in Opening Width(torvedice0y-spanning ml8ions)orOpen(ng Height((orhodzoda9y�spanning mullions) SO in 601. 701n BO N Sola IN in ' 120 In 110 in 160 in �'r4 33 O Rectangular TrapT,lang. Rectangular Traplydang. Roelangular TrapTda.9. Reclugular Twffrdang. Rectangular TiapRdan9. Roamplu Trap7eng d . Rea.gular TtapThng. R.Clongulor Tior/Ung. Reetangdar TupMlang. �� 136%3.94 Loading Loading Loading Loading Loading Loading Lo4ng Loading Loading Loading Loading Loading Load' loading Loading Loading Loading Loading oZ4 U %'624 Alum.Tube Al Al .€ €,. •€ € •€ €,. € %,. k' €� P. s',. '€ €� € €_ •€� s �'., .a F,. •€ .€ LO Mulllon fi ��, s ��. $ �� n� A ��. $ u` �S o $ a Ste. k o $@ �2, 8 o S€ d@ g@ A e2, a fio N u u u` u u u v a v u u v u' v u u va u u u _ is u' u'g u v u u v a b m 5� ='P a P5 s 3'e e� � 3€ <s g� o 3 e gtn� f€ 80" 8 �& f� 8� a ¢`a i� Via" i@" 8� �€ 802 d`3 f€ 83 f€ �� 8� f� 8& s 8n� �' d�`3 f€ �� s'� 802 � �rc � 8� ZO to 42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 866 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 621 170.0 1408 110.0 521 170.8 1735 170.0 521 170.0 1987 170.0 521 trJ 48in 170.0 708 1To.0 524 170.0 650 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 110.0 1417 170.0 6110 170.0 1700 17D.0 600 1170.0 1983 170.0 660 170.0 2267 170.0 680 -.1 _ 60.6251n 170.0 747 170.0 667 170.0 B95 17D.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 766 110.0 1793 170.0 756 170.0 2092 170.0 755 170.0 2391 170.0 766 U) 64 In 170.0 797 170.0 612 170.0 956 170.0 691 17D.0 1116 170.0 754 170.0 1276 170.0 603 170.0 1434 170.0 BIT 170.0 1593 170.0 856 170.0 1913 170.0 661 170.0 2231 170.0 661 160.2 2403 170.0 861 m C3 60in 170.0 605 170.0 701 170.0 NO 170.0 791 170.0 1240 170.0 678 170.0 1417 170.0 944 170.0 1594 170.0 996 170.0 1771 170.( 1033 170.0 2125 170.0 1067 td 81 2163 170.0 ID6l 129.8 21fi3 170.0 1067 U 0) 63ln 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1483 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 156.9 2050 170.0 1169 134.6 2060 170.0 1171 117.7 2060 170.0 1171 (11 rn 661n 110.0 974 170.0 7B9 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1559 170.0 1086 1)0.0 1153 170.0 1165 170.0 1948 170.0. 1210 143.0 1966 170.0 1275 122.6 1966 170.0 1266 101.2 1966 170.0 INS U) m ^� Z 721n 110.0 1063 170.0 870 170.0 1276 170.0 IOD9 170.0 1480 170.0 1126 170.0 1100 170.0 1228 154.1 1771 170.0 1315 130.7 1711 169.8 1386 115.6 1731 155.9 1764 99.1 17]4 160.4 1752 06.7 1734 1501 1352 � J g 88 �� 0 761n 170.0 1172 VOLD 977 170.0 1346 170.0 1060 169.6 1556 170.0 1209 147A 1556 165.2 1285 131.1 1556 151.5 1266 117.9 1656 141.3, 1251 98.3 1556 120.3 1229 81.2 1556 122.3 1219 77.7 1556 111.2 1216 J 1 U E 78 in 170.0 1151 170.0 967 170.0 1381 170.0 1116 155.9 1477 169.3 1246 1364 1677 152.0 1224 121.2 1477 USA 1206 109.1 1477 129.5 1191 90.9 1477 116.9 1169 77.9 1477 110.8 1168 60.2 1477 109.3 1164 Q .� g r r 90 in 142.0 1110 146.6 906 118A IIID 123.9 968 101.6 1110 107.9 951 88.0 1110 96.3 936 78.9 1110 87.5 922 71.0 1110 110.7 910 59.2 SI/0 71.3 691 50.7 1110 66.6 878 44A 1110 62.7 870 Z fN0 Q 6y O 96in 117.0 975 120.3 672 97.6 975 101.5 666 87.6 975 B8.3 812 73.2 975 78.5 029 65.0 975 71.2 817 58.6 975 65A 1107 40.6 976 67.4 789 41.8 976 52.3 776 36.6 976 49.3 167 r X Z N OD O 1081n 02.2 771 87.0 696 66.6 771 70.7 685 583 771 61.3 674 SIA 771 SU 664 45.7 771 49.0 655 41.1 711 44.9. 611 31.3 )71 30.9 632 79.4 771 36.0 621 25.7 711 32A fi12 TOO �;t o�Sc" 1111n 75.7 730 77.3 661 63.1 730 65.0 650 S1.1 730 56.3 640 471 730 49.9 631 42.1 730 45.0 622 37.4 710 41.1 Al4 31.5 7J0 J5.6 600 27.0 T]0 71.9 609 23.7 130 29.5 501 CO rh 1201n 59.9 621 61.0 669 49.9 614 61.2 Sfi0 12.6 624 04.3 552 37.5 624 39.2 534 33.3 624 351 537 30.0 624 ]21 531 25.0 624 27.7 519 11.4 1724 24.6 509 10.7 624 22.5 SOi �' x 1441n 52 S2 34.7 433 35.1 400 26.9 433 29.4 395 24.6 433 25.1 390 21.7 433 11.4 365 19.3 133 20.0 361 17.3 473 161 376 U N Q dU- z U) mO s0 TABLE 118 pnchorCapacity Table(Iba) � ANCHOR CAPACITY ADJUSTMENT FORMULA: ��v � ANCHOR CAP.,,,,,,,•• Substrate: 2.MNrcrt4e 3.5KCam, MdlaxplU FIOedCIJU PT Wood Mcfa (DliX( )=ANCHOR CAP... 61161 Eleo 114'SS E0 NIC Elco U4'SS Elco of0 Slaf 01251881 012 Sled MULLION CAP.,_,_ AnchorCllp Patteme AnchorW 3?16•Elco Unrsm 114*Eke Uerdcon uDacon 8/161 Elco unra:an 114'FJco Ultracon A9tyc49aor ullmcm AgglcOalor screw(GS)Sdmv(cs) scree(cs1 USE THIS FORMULATO OBTAIN THE'ANCHOR Ease aslance n 1- 2-r r 2-v2• ave' 1' 2-VL__ 1'. 2-vr r 316' r 0.45' 0.54' 0.ffi4' CAPACITY REQUIRED'CORRESPONDING TO AN FmDednwl n' 1914' 13'4' 1374' 1;7'4' 2' i-174' 1-114' 1.114' 1-U4' 1.114' 1414' r 148' 13'61 vales ACTUAL PRESSURE REQUIREMENT FOR THE 2Ancre2@d.7N LUn O.C./Slanoada0(bel Cup(R g.1f 360106 393 me 450 los �Dtos 1644106 270100 2�IDs 354106 700106 U14B sls lw 341106 ddz los rao lm OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Am has@1.15'MIn O.C./S13%IaN(0r d5el)CUp Pg.2) 480 IDS 700 IDS IIIA IUA IIIA RIA 380 IDs NIA IUA IUA 6821Ds 895106 112010s CAPACITY(FROM THE TABLE)OF THE SELECTED 4AnC" 31.in.O.C.1(2)2[6 Angle Cgps/Pg.3) 78D IDs 7801DS 680106' 1560 IDa 1 6105 640IDS 560106 NIA 7601[8S 18021D5 682104 806IDS 1120105 MULLION.IT WILL YI ELD A MINIMUM ANCHOR 4AOiTm@0.5PA11n.O.C.I UCos,Int0.10D'Alum.(Flg.4) NIA IUA IIIA IUA IIIA IUA IUA NIA IUA IUA NIA IUA 1267 IDB CAPACITY WHICH MAY BE USED TO QUALIFY 1 Antrdfl FCOp(Mo.6y 105®s 705116 225106 M510d 822IDoI.IDS 140IDS 177 IDs 370165S 473IM 170100 221106 260 fm ADDITIONAL ANCHOR OPTIONS FROM THE 2Ancien @ 1.15IAIrtO.C2FC6p(FlO-b} 240�3 350106 NIA IUA II/A NIA 141010e IUA IUA IUA 341 IDs 442106 560106 ANCHOR CAPACITY TABLE. PRODDCTRBYTSBD Du complying wllll lho plodda Aeoc411 O0de ,yA�� p5axro 140 4 L FIGURE I: FIGURE 2: 1.250' ooeZp TABLE NOTES: l • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION iotnl oda Pro uct Con4rol ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \WWty 11 I I I l I/II 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. �� O ,,.••••..,,C( FIGURE 3: , A,' `WCENSF'•.F� ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.94' . ;'• 7r CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS N0.58705 ' • BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND =-(3'�- ` GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL �0 !'S '•�� FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE �) S ATE O 824' �i'C` '•.,.FCOti101`, G,� • • 6063-T5 AND BEA MINIMUM OF.100°THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND _L � ,,,,,. • e e .045°THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL III'. s` • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. //I INCL 111`0 910 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 1.25'X 3.94'X.624' A.LYNN MILLER,P.E. • MULLION FL P.E.$53705 TABLE 12A en n Mullion Capacity Table Iba#t2 Opening Width(forvertically-spenning muillons)or Opening Height(for horizontally-spanring mations) gee a 50 in 601n 701n BO In 901n 10010 1201n HO In 1601n Rectangular TrapTdang. Reel anSul aI TreVUlang. Reelengubr TrepIrdang. Real4ngUor l7epmmg. Rectangular 71eprrian9• Ra Wguler ThaplMang. Rectangular Troprinlang• Rectangular TrapRdang. Reclenguiar Treprild 9• d 2X4%.26 Loading Loading Loading Loading Loading Load Loading Lca&ro Loading taadng Loading Loading Loading Loadng Loading Loading Loading Loading 5-148 Cd U Alum Tub Al Mullion D D D D De D Do D �G Do D D Da D De D Do D Do D Da D D '3 D 5-3y D Da c1`1 fi 421n 170.0 620 170.0 435 170.1) 744 170.0 476 170.0 868 170.0 508 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 17D.0 521 170.0 1735 170.0 621 170.0 1883 170.0 621 O 46 In 170.0 708 170.0 624 170.0 850 170.0 504 170.0 002 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 877 170.0 1417 .170.0 660 170.0 1700 170.0 600 170.0 1083 170.0 880 170.0 2267 170.0 6A0 J W 50.625 In 170.0 747 170.0 563 170.0 698 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1343 170.0 747 170.0 1494 1170.0 758 170.0 1793 170.0 766 170.0 2092 170.0 756 170.0 2391 170.0 766 (_ 6410 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1118 170.0 754 170.0 1276 170.0 603 170.0 1434 170.0 637 170.0 1594 170.0 856 170.0 1913 170.0 661 170.0 2231 170.0 881 170.0 2550 170.0 861 LLI 0 0 60 N 170.0 685 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1584 170.0 ON 170.0 1771 ,170.0 1033 170.0 2125 170.0 1063 170.0 2478 170.0 1003 160.8 2680 170.0 1063 � co t1) 831n 170.0 930 170.0 745 170.0 1118 t70.0 650 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.1) 1673 170.0 1076 170.0 1859 !170.0 1122 170.0 2231 170.0 1169 168.7 2553 170.0 1171 145.8 25W 170.0 1171 7 C68 In 170.0 871 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1658 170.0 1086 170.0 1763 170.0 1165 170.0 1&0 170.0 1210 170.0 2336 170.0 1275 161.9 2437 170.0 1286 13ZO 2437 170.0 12e6 721n 170.0 1063 170.0 678 170.0 1275 170.0 1009 170.0 1488 170.0 1128 170.0 1700 170.0 1228 170.0 1813 170,0 1315 170.0 2125 170.0 1387 145.6 2184 170.0 1466 124.6 Nee 170.0 1520 109.2 2164 170.0 1530 Z z § Z 7810 170.0 1122 170.9 637 170.0 1316 1740 1080 170.0 1570 170.0 1209 770.0 1704 170.0 1322 165.1 1960 170.0 1421 148.8 1960 170.0 1605 723.8 1960 181.8 1518 108.1 1960 164.0 1535 82.8 11160 152.7 1531 0 2 781n 170.0 1151 170.0 967 170.0 1381 170.0 1118 17D.0 1611 170.0 1250 170.0 1842 170.0 1369 152.7 1861 170.0 1474 137.4 1661 163.1 16M 114.5t91944.8 7 1473 88.2 1061 139.6 1458 65.0 1861 137.8 1454 ¢ 0) r Ba In 170.0 1328 170.0 1144 148.1 1398 156.0 1218 127.8 1798 138.0 1108 111.8 1398 121.3 1179 89.4 1796 1102 1162 89.5 1398 101.8 1147 74.5 11?2 83.9 1390 82,7 1105 55,8 1398 78.8 1088 Z Q N 061n 147,4 1228 151.6 1098 122.8 1228 127.6 1079 105.3 1728 111.2 1061 92. 1229 98.9 1044 61.9 1228 68.6 1028 73.7 1229 62.4 1016 61.4 993 52.7 1229 65.9 977 46.1 1220 62.1 067 Q z 1081n 107.5 W1 105.8 677 66.3 971 89.8 062 74.0 671 775 848 64.7 971 68.4 837 57.5 971 61.8 625 51.6 971 56.5 616 43.1 706 37.0 971 44.0 782 32.4 971 40.8 711 III In B5./ 619 97.3 632 79.5 819 81.8 610 88.1 619 70.9 806 59. 019 629 794 53.0 919 58.7 784 47.7 919 51.8 774 39.7 766 34.1 919 40.2 742 29.8 918 37.1 772 2010 .5786 76.8 716 82.9 788 84.5 705 63.9 766 55.8 695 47,2 768 IB.4 688 41.9 786 . , 31.5 653 27.0 788 31.0 641 236 766 28A 8311441. 43.7 548 4 2 604 36.4 548 37.0 498 31.2 548 31.9 481 27.3 546 282 465 24.3 548 25.3 479 21.8 640 '22.8 474 1825 484 15.6 616 17.2 155 13.7 648 16.5 NB (.1 N Q O O TABLE12B Z ANCHOR CAPACITY ADJUSTMENT FORMULA: �$ 000 5-O Anchor Capacity Table(Ibs) R. ANCHOR CAP. ,,,, Sube8at4 2.7k Concrete asxcC c. HCOMCMU 1`15MCMU PTWood MEtal (UP-)X( ANCHOR CAP... � -J a, 5161 Elco fid•fo Elco 918'Eko 114'SS Elco •f0 SIcd 812131001 111251001 `Maf ULLION CAP. ,a,�n AnehorCOp Patterns Mchalyp8 3'161 Elco miracal 1/1•Euounlaeon Ue2con TIS'Elco Ullracon 14'Ekounracon 14'SS dor Unracc0 AggreGator Sew(W)SUM(G5) SCfeW(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edga aslarlce 9nT 1' 2-1/2' 1' 2-112 3118• 1' 2-117 1• 2.1/7 T 3118' T 0.48' 464• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Fmbe0nW 9nY 1314' 18'4• 1314• 144' T 1-14' 1414' 1414' 1-114' 1-114' 1414' T 13181 13/61 saes ACTUAL PRESSURE REQUIREMENT FOR THE 2Ane11ars 94.75-Min O.C.I Standard or0bat C6p(Flg 162j 390 Ibs 390 I. 450 ft 4401. 1641 Ibs 270103 2001bs 3%Ibs 7401. 374 Ibs 667100 946100 311 Ibs 442 WMS =Its OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors 92.68-Mia O.C.I Standard(or Orae9 Clip(Flg.31 740 Ibs 740105 630lbs 14651be 14U Ibs IIIA 5601. IIIA 6951. IIIA 880 I. IUA 6821bs 8851. 11211bs CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Are hors91311Min,O.C.I Standard(of 0lf9el)Cep(Fig.4): li51b3 _C0_5Q_IbF 766 Ibs 19461. II/A IIIA 7051. NIA 7891. IUA WA IUA 10221. 13271. 16801. MULLION.IT WILL YIELD AMINIMUM ANCHOR 4Avchws@ T Min.O.C.1(2)WAngle Clips 109.0 780 lbs 7 te 680Ibs 15031. 1806 1b 01bs 66)1. II/A 7601. 748 Ibs 880 led 188210S 682lbs 885106 1720108 CAPACITY WHICH MAY BE USED TO QUALIFY 6Anchom 0311.110.0.0.1(2)2e5Anolo Clips/(Fig.41 1170lbs 11701. 102D Ibs 2340 las 2846 Ibs B7 os "o"a IUA 11401. 11221. ' 1320 Ibs 28381. 1022101 13271. 1600 Its ADDITIONAL ANCHOR OPTIONS FROM THE 3A.hom91.34•Min.O.C./UCIIp,Inl0.125-NUm. .7} IUA IUA NIA IUA IIIA NIA UFA NIA UFA IIIA IUA IUA N/A IUA 10731 ANCHOR CAPACITY TABLE PRODUCI'RBYISBD BAncIprs90.64'L11M1.O.C./UCIIp,Into.l2C Num.(fig.6}: NIA IUA IIIA IUA NIA IIIA IUA I4/A !UA IIIA IUA IUA NIA IUA 21 109 29 complying l•hh 4b0 Plodde. 2Anctno 9268'MIn.O.CJ FCOp(Flg 9T I 370105- 1 3701. I 3%lbs 1 7431. 712[to 141.9 1 280 U/A 3181. 1 N/A I 440105 1 ILIA 1 311W 642Co 5601. Bundles CO& 3Archors91.71-Mln.O.CJF40lp(M.IOR 443 Ibs 5251. 3791D5 9731. IUA NIA 3531. tI/A Wells I4/A IUA IUA 611105- E63[be AOD No NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. / op Date ZO CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2- FIGURE 3: FIGURE 4: TABLE NOTES: _ 2.000' lams ado Product Control - • • • • • • • • 111711111!)/J 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. �`\'��'�•'�1GENSF '•(F� /� FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. '•it • • • • .250' 4.000' _ b1 No.58705 • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN -_ THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE � LOCATIONS. IS '���•' S1ATE0 FIGURE 7: FIGURES: FIGURE 9: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT �i'� '•.,FCO E0�;•'' (J.� •• • • (FIGURES 586) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. - ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OFA THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK 18 2•X 4'X.25'MULLION NN, IN MUST BE USED ( 11j111 1 1 11111 IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYNN MILLER,P.E. •• • • THREADS BEYOND THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. FL P.E.#58705 TABLE 13A �I Mullion Capacity Table IbaKe w a i Open(ngWidth(forterticalyspannirgmWlions)orOpeningHeight(forhodzorl!allyspar7lirgmll!ions) 601n fill In 701n 801n BO In t001n 120 in 1401n 1601n Reclsnwler Tre d g plT a WT p!T p`7 a w WT g ngul N7 08• w pial a ° pT ang. Roclan alar Tre don. Roclanwlar Lo Bang. Roctongldar Tmp7den9• Raclanwlar Tre Bong. Raclerquiar Tro dan Rectangular Tre den. Reel or Tre de Rectangular Tm an d 2x6x.26 dna Loodna Loafing Loedng (aad9m Loedng Loafing Loafing Loading Loadng Loadna Loafing Loafing Loodog Loadng Loafing Loadng Laadng a; Alum.Tube �• A x z^ 2:• D u,. a a v,. 'a .. �0 •a •a.. 'c .. a ,. W c,. a v.. ^Y x Mullion 3 3e 3 3@ 3 3� 3� 3 3 3 Seg 3 3 3 3 4 e 3 3 3 3 a 3 3E 3 s t) 3 13 cY c7� 3 & Z Sim 421n 170.0 020 170.0 435 170.0 744 170.0 476 170.0 866 170.0 506 170.0 092 170.0 519 170.0 1118 170.0 521 170.0 t2401 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1083 170.0 521 !2 I--- 48in 170.0 706 170.0 524 170.0 650 170.0 584 170.0 002 170.0 830 170,0 1133 170.0 661 170.0 1275 170.0 877 170.0 1417 170.0 680 170.0 1700 170.0 660 170.0 1087 170.0 680 170.0 2287 170.0 680 ? _ 50.625 in 170.0 747 170.0 563 170.0 Sea 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 1 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 170.01 2082 170.0 756 170.0 2391 170.0 756 Q' 1n 541n 170.0 787 170.0 612 170.0 058 170.0 691 170.0 1118 170.0 764 170.0 1215 110.0 803 1 1711.0 1434 170.0 837 170.0 1594 •170.0 856 170.0 1913 170.0 WI 170.0 2231 170.0 561 170.0 2558 1 170.0 881 m Q 601n 170.0 855 170.0 701 170.0 1083 170.0 707 170.0 1240 170.0 878 170.0 1417 170.0 044 170.0 1594 170.0 098 170.0 1771 ,170.0 1033 170.0 2125 170.0 1063 170.0 2470 170.0 1083 170.0 2833 170.0 1083j 63 In 170.0 830 170.0 745 170.0 1118 170.0 650 170.0 1302 170.0 040 170-0 1488 170.0 1015 170.0 1873 170.0 1078 170.0 1659 170.0 1122 170.0 2231 170.0 1169 170.0 2803 170.0 1171 170.0 2076 170.0 1171 68 In 170.0 074 170.0 789 170.0 1169 170.0 003 170.0 1384 170.0 1002 170.0 1668 170.0 1088 170.0 1757 170.0 1155 170.0 1048 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1288 170.0 MIT 170.0 1288 2 �• C 721n 170.0 1083 170.0T1454170.0 0.0 1275 170.0 1008 170.0 1186 1760 1128 170.0 1700 170.0 1228 170.0 1813 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1488 170.0 2W5 170.0 1529 170.0 3100 170.0 1530 ( �$ 761n 170.0 1122 170.00.0 1348 170.0 1060 170.0 1570 170,0 1209 170.D 1784 170,0 1372 170.0 2010 170.0 1421 170.0 2243 170.0 1505 170.0 2892 170.0 1829 170.0 3140 170.0 1694 170.0 3589 170.0 1705 IL Z J M 781n 170.0 1151 170.00.0 1381 170.0 1118 170.0 1811 170.0 1250 170.0 1842 170.0 1369 170.0 2072 170,0 1474 170.0 2302 170.0 1564 170.0 2763 170.0 1700 170.0 3223 170.0 1777 170.0 3883 170.0 t706 Q J BO In 170.0 1328 170.00.0 1584 170,0 1328 170.0 1859 170.0 1488 170.0 2125 170.0 1853 170,0 2381 170.0 1783 170.0 2858 170.0 1818 170.0 3108 170.0 2125 168.0 3413 170.0 2273 136.5 3413 170.0 2381 ZQ Z N O 081n 170.0 1117 170.00.0 1700 170.0 1474 110.0 1063 170.0 1822 170.0 Y47 170.0 1751 170.0 2550 170.0 1952 170.0 2877 170.0 2085 180.0 3189 170.0 2336 137.1 S10B 168.8 2470 120.0 3199 158.1 2428 UJ 4° ho s� 1081n 170.0 1581 170.070.0 1813 170.0 1847 170.0 ?231 170.0 1870 170,0 2550 170,0 2076 184.6 2781 110.0 2271 148.3 2781 181.0 2333 123.6 2781 140.4 2281 105.8 2781 125.9 2231 02.7 2781 1160 2180 N b° 3 1111n 170,0 1636 170.070.0 1066 170.0 1700 170.0 2293 170,0 1932 170.0 2821M80.7 2149 151.6 2832 162.3 2245 130.8 2832 148.4 2210 1139 2832 128A 2186 97.8 2632 115.1 2128 a5.4 2632 106.3 2098 LUX170.0 1771 170.070.0 2125 170.0 1859 154A 2252 159.0 1891 135.1 22521884 120.1 2252 127.2 ISM 108.1 2252 116.1 1915 90.1 2252 89.8 1872 77.2 2252 88.0 1638 87.6 2262 81.4 1808 jX126.1 1584 128.801.3 1584 106.1 1425 89A 1504 91.5 1407 782 15641380. 69.5 1584 72.3 1373 62.6 1584 85.7 1358 52.1 1564 56.0 1330 14.7 1564 40.2 1305 39.1 1564 44A 1283 Q N Q 0 Z g m0 sA TABLE 138 ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity,Table Ibe ANCHORCAP.,ti,, Sub.lmle: 2.7k Concrete 3.5k Cone. RdIawCAtu FBIedCIU PT wood Melel (DIR.Ox >= ANCHOR CAP.,,, 'W,6'FJco 1/4'SS Elco 511V Eleo 114'SS Eko 010 Steel 612 Steel d126ted MULLION CAP.,w,,,,� Anchor Clip Patterns Ancnorrypa: Y16'Elco Uluacan fla'Elao Ulvaem UlL-on 3116'Eka UlUwon 1/4'Eko UlUacan AggmOalor, Ultmcon Aggre6nmr Som(05)Scmw(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edpo artenc36n): 1- 242• 1' 244 3-1/8' r 2.12• 1• 2412• 2• 3.1/9' 2• 0.46• 0.64- 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embadnrnt On7. 1.314• 1.3/4• 1.314' 1JPo' 2- 1-114• 1414• 1.114• 1-114' 1.114' 1.114• 2- 1-18' 14/8' wiles ACTUAL PRESSURE REQUIREMENT FOR THE 2Anbhm g 4.761 MIn.O.C./Standard or Offset Cop(Fig.182): 390 In 3901b, 450In 69016, 1644 In 270 to. 280166 354 to. 740 Ib. 374 In 664 lbs 946166 341 lbs 442 In 560104 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors Q 4.68'Min.D.C.1 Standard(orO6se0 Clip(Fig.3): 760[be 760166 900In 17801bs 32321bs 540 Ibs 560 In 7001b, 1460 In 748 The 12721b. 189216. 6621bs 655 In 112D In CAPACITY(FROM THE TABLE)OF THE SELECTED .BAnchom@1.71'Min.O.C.)Standard(orOOsel)Mp(Fig.4): 1190lbs 14DOIba IWO1b6 25951bs WA WA 940!be WA 10651m NIA WA WA 13631bs 17701b, 224DIb, MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Anotera Q W Min.O.C./(2)2x5 An91a CUPS/(Fig.5): 760 in 760166 68010. 15601b. 16961bs 5401bs 560105 WA 760 In 748103 680 to, 16921b6 6021b3 8851bs 1120 In CAPACITY WHICH MAY BE USED TO QUALIFY B Anchors®3'MIn.O.C./(2)2x5Angla Caps/(N.6): 15601bs i%Olbs 1360 1b. 3120[be 37021be LOBO lbs 1120 In WA 152010. 1496106 1760166 37841b. 13631bs 1770 lbs 2240164 ADDITIONAL ANCHOR OPTIONS FROM THE 12 Anshan®IS Min.D.C.1(2)2x5Anglo Crips/(Fip•7): 1580 In 2100!be 14401bs 37601bs WA WA 13201b3 WA 1500163 WA WA WA 20451bs 2654 ma 33601bs ANCHOR CAPACITY TABLE. RODUC(REVISED 4 Anchom @ 1.34-PAM.O.C./Utllp,Int0.12VMum.(N.8): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1430166 cufup)yln6whbftFlalde a Anohom@094'P,IN.O.C./UCIIp,Inlo.125'Alum.(F!g.9): WA WA WA WA WA WA WA WA WA WA WA WA WA NlA 2801 @a I+-2.000'-�I u8d111g g1do 2 Anchom @ 4.68'On.O.CJ F-C6p(FIB 10): 3901bs 390106 450106 890166 f8161bs 2701bs 280165 354105 11c In 374 In 6381bs 9461ba 341 In 4421M 5601b6 Agcepl0nw Ha .11-11 V 4 Arwtam®1.71'AOn.0.C1 F•dIP(Fip.1f): 5901b, 79000 In SOS Ind 1288166 WA WA 4701bs WA 533 In WA .WA WA 6821b, 8851bs 11201Ds .250' Data NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: `dlam DDade ProducI Conao FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE e: FIGURE 9:FIGURE 10: FIGURE 11: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON \\t1 I I I 111!!7 • • • • • • • • • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE `��;'•�\CE6!SF '•,�P i� • • • 6.000' • • • o s • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS �Y No.58705 • 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON - 1. -_ FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - -.ty••, r�S •�U1= • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED A• S'ATE dF �J (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTM0-90.WOOD SHALLBEPRESSURE-TREATED �;�,<•'•. F-LOR10V^,•' EEDEUEANGLE 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125•USED NE BEICK.AT LEAST 25STEEL UDS TO BE A THICK AND A36IALLANMUM CHORSDE 3INTO METAL SMALL EXTEND T LEAST 3 SCREW STEEL TO �1��`\ PAIRS. THREADS BEYOND THE MATERIAL#10&912 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 2'X 8'X 25' A.LYNN UILLER,P.E. MULLION FL P.E.#58705 TABLE 14A aeK + Mullion Ca ac Tabto(lbs/ft')�+ Opening Width(forvertically-spanrirlg mullons)or Opening Height(for hod z'ntelly-spemirg mlIDons) 501n 60 In 701n 80 in 901n 100In I201n 1401. 1601n a6 p Rectangular Tiap/Tdacg. Rectanguar Trap'Tdang, Rectareular haplTdare. RedareNar TraprdarG. Rectangular TiapfTdang. Redereulor Tiaprrdang. Reclereulor Trap dare. Rectangular Traprrdare. Rectangular Trap/fdang. d a 1.28"x 2,11" LoadingLoadire Loading LoadingLoam, Loamre Loading Load3g Loadire Loegre Loading Loading laad(re Loaaire Loading lording LoadOg Lnadire S� x.126"Alum q gg 27 rL' Tube Mull (- ` � � N °gym 421n 144.21 626 167.0 428 120.2 628 14&9 419 103.0 626 136.9 414 90.1 528134.6 411 80.1 626 134.1 411 721 526 !134.1 411 60.1 526 134.1 411 61.5 526 134.1 411 45.1 628 134.1 411 J W 461. 98.8 403 10&0 333 60.6 403 94.7 325 89.0 403 66.4 320 bad 403 81.4 317 53.7 407 78.1 315 48.3 403 78.8 314 40.3 403 1 76.8 314 34.5 403 78.6 374 30.2 401 78.6 314 J W 50.625 In S23 362 91.0 301 66.6 362 79.3 294 56.6 362 71.9 289 51.6 382 67.2 286 45.7 382 84.6 284 41.2 382 '63.8 1 283 34.3 362 63.5 263 2BA 362 63.8 283 25.7 362 63.6 253 N 7 0 rf 64 In 87.6 316 74.1 267 515 318 642 261 46.5 318 67.7 256 424 318 53.5 253 37.7 313 60.8 250 33.9 318 49.5 249 28.3 318 49.1 24B 24.2 318 49.1 248 21.2 316 49.1 246 W M O Toa 60N 4&5 258 57.1 21B 41.2 256 d&7 214 Im 35.3 268 40.7 210 30.8 256 37.2 207 27.6 258 34.9 204 24.7 258 :33.4 203 20.6 256 32.2 201 77.7 258 322 201 1&5 256 322 201 (0 J 0 631. d27 234 4&e 200 35.8 234 39.1 195 30.6 234 34.7 192 2&7 234 31.8 789 237 234 29.4 108 21.4 T34 2&0 784 17.8 234 28.8 183 15.3 234 28.5 187 13.4 231 28.6 183 tLU l 681. 37.2 213 39.4 183 31.0 213 337 179 28.5 213 28.3 178 232 213 27.0 173 20.6 213 25.1 170 1&8 213 23.7 169 15.5 213 22.2 787 13.3 213 220 168 17.6 213 22.0 169 Z (0 m L+g 72 N 2&8 178 30.1 155 239 17) 25.8 152 2D.4 170 T1.5 149 17.9 17B 20.3 147 15.8 179 18.7 146 J 9 W 781. 24.3 161 25.4 140 20.3 161 21.8 137 17.4 161 19.0 135 16.2 161 17.0 133 oZ 761. 225 162 23.5 133 1&8 152 19.8 131 18.1 152 17.6 128 N TABLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA: Q N o Anchor Capacity Table Obs) F X Z OD ANCHOR CAP.CAP.,,,,,,,,,, Sustm(e: 2.7kCon(rata 3.61cCmc. HDWWCMU FluedCNu PTwocd Maar (DP-)X( )=ANCHOR CAP.,,, MULLION 5r16'EkoIWSSEkd Sli6•Ek0 V4'68Eko M10SIotl p12Sleet 9123tea1 N (y Arknor7ype 3116•EkOU11man lie ElroUnram 3IiGEkoullracon t7d•Ekoultrecm USE THIS W ARChOrCllp Pettems Unra(n AggreG3lof UIUd[al AggreGalOr screw(GS)screW(G5) screw(GS) it Y Y E029 DlStarLe(N) I• ala r ala ays• 1• atn• r z-ta z• ave• r aae• osI• oaz4• CAPACITY REQUIRED"CORRESPONDING TO AN F= (A N Em0mnvlt MY taxa• tare• 1.N4• 1374• r 1-va• 1.114'. 1.114• 1.114• 1-tr4• 1.114• r tare• 1a'e• votes ACTUAL PRESSURE REQUIREMENT FOR THE U 04 Q O O 4 Am"®31 Min.G.G.f 2(5Arele❑i /M tY 7801Es 7BO ID9 650116 15M IDs 1MIDS 640IDS 660103 WA 7611105 748103 BBO ID3 1 1211, 682103 885 Ns 1430106 OPENING,WHEN IT IS LOWER THAN THE MULLION Q CAPACITY(FROM THE TABLE)OF THE SELECTED d T Z e O MULLION.IT WILL YIELD A MINIMUM ANCHOR 04�r CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Huyisuo 1,286'-� ODUISI with Iheplorid6 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. udding 00dc FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE E.NP p,1,Da R •O 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. n^r HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116• MimiVadc product Control FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I tt 1l t I I I I r r r 7j ANGLE CLIP MUST BE USED IN PAIRS. L .125' 4)SUBSTRATES;CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED r �� •' %CEN �<<0 YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' I ` '_�•' SF THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.26'X 2.11•X.125'MULLION ••.y� LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYONDNo.58705 (INTEGRAL FIN MULLION) _ THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR410 S.S. O�•. ATE F !V S ",,;OlVALt��`• A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 15A ® � Mullion Capacity Tablo(Ibalfe) x Opaning Width(for varficalyspalrirg mUllons)or Oponing Holght(for hodwmrtal"parrirg ilions) Q 501n 601n To In BO In 801n 1001n 120 In 1401. 1601. $• p Rectangular RaplTdang. Rectangular Trapriltang. Rectangular R prllieng. Rectangular h p7nlmg. Rectangular hap1 ma. Rectangular TmpRdang. Rectangular Traplyderg, RWnnguler Traprrdang. RttI.ngular Trapt7dang• a 3.26"30 Loafing Loafing Loafing Loadng Loadna Loafing Loafing Loafing Loafing Loadrg Lowing Loafing Loading Loadng Lowing Loadng Lcadng Lowing c= U DEO.AL t €^ a a .. ^ €^ p a x v A 0.. •� A.. 0 BAYMULL >; R^ • 8 S p 3 E 8 8 a a8 � � � � s cT �� � �� LO a 15 �� a a� aha aha a� a � � �� 3 o � a s i rc a �e a s �o s a rc o s 42 In 170.01 620 170.01 435 170.0 744 170.01 478 1170.0 868 170.0 600 170.0 902 170.0 $19 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 149,1 1740 170.0 521 J E 46 to 170.0 708 170.0 524 170.0 850 170.0 581 170.0 892 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 077 170.0 1417 170.0 680 152.2 1522 170.0 660 130.5 1522 170.0 660 114.2 1522 17D,0 680 S (1) 60.6251. 170.0 747 170.0 563 '70.0 898 170.0 631 170.0 1048 170.0 684 170.0 1185 170.0 723 170.0 1345 170.0 747 16{2 1443 170.0 756 138.9 1443 170.0 766 117.3 1443 170.0 756 102.6 1443 170.0 766 W '0 p O 641. 170.0 787 170.0 612 170.0 966 170.0 691 170.0 1116 170.0 751 170.0 1275 170.0 803 160.4 1353 170.0 617 141.3 1353 170.0 658 120.J 1367 170.0 601 107.1 1353 170.0 061 90.2 1353 170.0 861 CO M ~ 601. 170.0 085 170.0 701 170.0 1063 170.0 707 187.0 1218 170.0 870 140.1 1216 170.0 BN 129.9 1218 159.8 938 116.0 1218 1521 924 97.4 1218 148.1 913 83.5 1218 146.1 013 73.1 1218 146.1 913 F- 63 -'- J 63In 170.0 930 170.0 745 170.0 1116 170.0 850 1602 1150 168.8 937 131.4 1150 153.0 914 116.8 1150 141.8 898 INA 116D 134.2 885 87.0 1150 128.7 671 76.1 1160 1262 870 65.7 1150 126.2 670 � d � 7 68N 170.0 071 170.0 780 162.4 1018 185.8 881 130.8 1018 149.0 BBd 11{.3 1018 133.1 650 101.8 1016 123.4 039 81.4 1018 116.fi 830 78.2 10/9 109.4 BZI 85.3 1010 109.2 810 57.1 1048 108.2 610 Z J $ 97 mF72, [41.7 BBD 147.9 764 117A 880 126.0 7{8 100.6 BBO 110.6 734 6&0 880 100.0 722 70.2 BBD 82.0 712 70.4 680 082 703 SB.7 BBO TB.2 693 50.3 BBO 78,5 880 44.0 800 76.4 880 m ? LU J 700 125.1 690 918 790 100.4 676 85.5 790 03.3 663 74.8 790 835 652 60.5 790 76.9 643 59.9 790 71.7 635 48.9 700 65.1 624 42.6 780 62.1 818 37.4 790 61,5 617 Q r Z 750 116.5 657 92.3 750 88.1 644 70.1 750 85.9 632 69.2 750 77.1 621 61.5 750 70.6 612 65.4 750 65.7 805 46.2 750 59.4 594 39.6 750 56.2 586 34.6 750 55.5 586 F- N 667 74.4 500 60.1 563 62,9 491 51.6 563 54.8 463 45.1 663 48.9 475 40.1 693 44.4 468 36.1 583 40.9 462 30.0 667 362 462 25.8 603 33.3 445 22.6 6&1 31.8 442 m Z s"'W ao 495 6I.1 443 49.5 495 51.5 435 42A 495 44.6 427 37.1 495 39.9 421 33.0 {95 38.1 415 28.7 495 332 409 24.6 405 29.1 400 21.2 495 26.6 394 18.6 495 25.0 390 � w 391 42.8 35J 31.0 381 365 348 28.8 391 31.1 342 28.1 391 27.6 337 23.2 391 24.0 33J 70.9 391 22.8 320 17.1 391 18,7 321 14.8 J91 17.8 316Lu 0 n 370 392 335 32.0 370 33.0 330 27.5 370 28.8 725 21.0 370 25.5 320 21.4 370 22.8 J18 102 370 20.9 312 111.0 370 16.1 305 x FL U120In 317 30.9 289 263 317 Z8,0 284 21.7 317 22.5 280 19.0 317 18.8 278 16.9 311 11.9 213O171441n . 22017.8 203 zm1,5:0 TABLE 150 ANCHOR CAPACITY ADJUSTMENT FORMULA: pg IY m� Anchor Ce act Table(lbs) ANCHOR CAP.*-.,,," O� subslmle: 2.7k Corofele 9.5k Cone. N411av Glu Figed Glu Pi Wood Metal (DP..)X( )=ANCHOR CAP... Nib•Eko 114'SS Elco Nth'Elco 114'$S Elco RIO Steel 012 Sted 012 Sleet MULLION CAP.,, ,,,, Anctwrrype: J116'Elco Ulbecon 114"Eft UlBacan Ulumm 3118'Eko Ulbacon 1!4'Eko UlUecon Aggm0alor Ulirecon AggreGelor Screw(G5)Sorew(GS) Se w(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR AnchorCllp Patterns Edge IXsrence gni: r z•trz• t• 2arz• a•uB• 1• z-trz• r 2-trz• 2• 3•tr8• 2• 0.48• 0.64• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment Mk 1-314' 1-314• 1-3W 1-3/4'_ 2• 1.114. 1-u4• 1-114• 1.114• 1.111• 1•tra• T Wir 1-318• Lades ACTUAL PRESSURE REQUIREMENT FOR THE 2 Amhm Q VMin.O.C.1(2)2(5 Angle Clips r(Flg.1J: 390 ma 390 lbs 4501b3 890 lbs 17001bs 2701bs 2801bs 354 lbs 740lbs 3741bs 720IDs 946lbs 341 ms 442 Ins 580les OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Ancho(s®3.5•MIn O.C.1(2)20 Angle Caps/(Fig.2): 760 lb. 760 Ins 7901W 1670 lb. 2525 In. 540 lb. 660 1b1_ WA 1120IW 7481bs 0801es 1892 lbs 682lbs 685lbs 112916s CAPACITY(FROM THE TABLE)OF THE SELECTED O Andras®2.71•Min.O.C.1(2)NO Angle Gips r(Fig.3): 1120 Ins 1120 The 958 lbs 22461M 2254 lb, WA 840Ibs WA 10591hs WA 1320IDs WA 1022 Ins 1327 lbs 1660 I MULLION,IT WILL YIELD A MIN IMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE RODUCPREVISED FIGURE I: ANCHOR CAPACITY TABLE. uwmptylnSwhh'haM'o da gTd oi4.1 .. rte TABLE NOTES: etc • • 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. ivnl ado l'r uc'Co0tro1 FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND(OR OPENING WIDTHS IS ALLOWABLE. 11 I I I1 I I 3)MULLION AND MULLION CLIPS SHOWN ARE NOT SCALE.FOR EXACT DIMENSIONS.SEE SHEETS .125" \��� CNV LYNN • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.1-23. 30° ���'�l)CENS''•��F��� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, QP F '•, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.260` )+.' No.50%05 7r FIGURE3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.126" --0 THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30°BAY � �IS ;'&V LEAST.125'THICK AND A36.ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION ST • THE MATERIAL.910 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. ��ti`S"AORIOP,.•:��\\ ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. �rri S10NAl• A.LYNNIYv11LLgR,P.E. FL P.E.#58705 TABLE 16A jn Mullion Capacity Table I158W) T� Opening Width(forvetticalyci -spardirgmUlions)atOpeninBHeight(forhor(zontaliysparrlrgmUlions) Pic, a 501n 60 In 701n 60 In 90 in 1001n 1201n 1401n 1601n tk o Rectangular Trapadang. Rectangular Trap/rdan9• Rectangular ReplTdang. Rectangular TmprTdang. Rectangular 71eprTdeng. Reclangul r TrapTdang. Rectenaular Trepr7dwli. RectenOder Ttap/ldang. Reclangular Tiepnilml; 3.26"46 Waring Loafing Loafing LoadnO Loadtg Laadtg Loafing Lwdng Loafing Loedng LoadnB Load ng Loafing Loafing Loafing Loafing Loedng Leading o� _ DEO.AL r a p x _n_ _ a •_ [12N BAYMULLa � 11.5 e� �� & s� s� zr� g m� s` 0 421n 1170.0 620 170.0 435 170.0 744 170.0 470 170.0 888 170.0 508 170.0 092 170.0 519 170.0 170.0 521 170.0 1240 170.0 521 170.0 1468 170.0 521 170.0 1735 170.0 521 160.3 1671 170.0 521 J W481n 170.0 708 170..0 524 170.0 1150 170.0 584 170.0 982 170.0 630 170.0 1133 170.0 881 170.0 170.0 877 170.0 1417 X170.0 880 163.7 1637 170.0 680 140.3 1837 170.0 880 122.8 1837 170.0 800 _ �' N 50.6251n 170.0 747 170.0 563 170.0 890 1170.0 831 170.0 1048 170.0 684 170.0 1105 170.0 723 170.0 1345 170.0 747 170.0 1404 170,0 756 147.1 1552 170.0 ?SS 128.1 1552 170.0 750 110.4 1552 170.0 758 W o 64 In 170.0 707 170.0 812 170.0 95e 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 603 170.0 1434 170.0 617 155.2 1455 170.0 656 129.3 1455 170.0 881 110.6 1455 170.0 881 07.0 1455 170.0 881 C3 601n 170.0 085 170.0 701 170.0 1003 170.0 707 170.0 1240 170.0 676 157.1 1300 170.0 m 132.7 1309 170.0 096 1252 1309 163.5 994 104.8 13DO 157.1 082 89.6 1308 157.1 862 70.9 1309 157.1 982 t- J 631n 170.0 030 170.0 745 170.0 1118 170.0 650 162.0 1247 170,0 940 142.5 1247 184.5 983 126.7 1247 152.6 965 114.0 1247 t44.3 952 95.0 1247 1382 036 81.4 1247 135.7 935 71.3 1247 135.7 935 � W � 081n 170.0 974 170.0 788 170.0 1169 170.0 003 148A 1190 183.7 BBS 129.0 1180 147.0 845 115A 1190 136.5 028 103.0 1190 120.4 014 88,8 1190 110.5 BBB 74.2 1180 1t8.1 893 84.9 1100 116.1 1193 Z m e 721n 161.6 1010 160.8 877 134.7 1010 1{4.8 859 116A 1010 127.2 842 101.0 1010 114.7 828 89.8 1010 105.6 817 80.6 1010 88.9 807 67.3 1010 00.6 795 57.7 lite 87.8 780 50.5 1010 87.7 700 Z) 7) Z 76H 137A BOB 143.6 792 114.5 008 1220 775 88.1 008 107,1 781 85.9 900 98.2 749 76.3 906 682 730 68.7 906 82.3 720 57.3 906 74.7 718 49.1 008 71.2 710 42.A 908 70.0 708 Q r ,'e 76In 127.1 661 132.5 751 105.9 BBI 112.5 736 00.0 Bet 88,8 726 78.4 881 110.5 713 70.6 881 61.0 703 03.8 681 75.4 884 53.0 801 611.1 681 45.4 681 64.5 675 38.7 861 63.7 BM Z Q Q N O 001n 827 ZZ 846 85.1 574 88.9 848 721 584 59.1 640 02.8 654 51.7 610 50.1 515 48.0 648 50.0 577 41A BlB 47.0 530 34.5 648 41.5 510 28.5 BIB 30.2 511 25.8 BIB 38.5 607 W Z 981n 68.2 568 70,1 508 56.8 W 59.1 499 40.7 588 51A 491 42.0 SW 15.11 *10.4W 476 34.1 668 38.1 470 .28.4 We 33.4 450 24.3 568 30.5 452 21.3 688 28.7 447 N w� oo 1081n 47.0 440 40.0 IOS 39.0 448 412 399 31.2 140 35.7 383 29,9 449 31.7 6 382 23.0 449 28.1 !3-09 20.0 449 22.7 360 17.1 MB 20.4 381 15.0 449 18.8 350 _ _ III In 44.1 425 15.0 385 368 425 37.8 379 31.5 425 320 373 27.8 425 28.1 2 382 22.1 425 24.0 18A 425 20.7 350 1S.8 425 18.8 343 u) Y F 1201n 34.9 384 35.5 331 20.1 364 29.8 326 24.9 384 25.8 321 21.8 384 22.8 5 313 17.5 384 18.7 Q 1441n20.2 253 20.4 233 16.8 253 17.1 23011,0001A00j)l TABLE 16B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Table lbs ANCHORCAP. ,. subsuale: 2.7kConcmle 3.6kCono. MaowCMu Filled CMU P7 wood Mewl (P-)X ANCHOR CAP.,,, 5116'Eko IICSSEko 511(•Elco 114'SSE7eo d109tee1 dl25leel 1112 Steel MULLION Anchor Clip Patterns Anclwrrypo: 7118'Eko ulBecon 114•Eka Ul6econ tlltracan ate•Eko ullracan 114•Elco U10ooan Agg.Getor LIN-en Agg,0.1m straw(G5)straw(G5) screw(0) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Distance(InX 1' 1 2-112• r E2-112* 3-110• r 2-112• r 2-112• 2• 3.1/6' 2" 04V o.w a.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedmern(In7 1-314• 1�4" 1,14• r 1414• 1414' 1-114- 1.114' 1-114• 1-114• 2• 17/8' 1139' lades ACTUAL PRESSURE REQUIREMENT FOR THE 2A hws@VMin.O.C.1(2)2t5ArpkClips/f tl.1): 3901bs 39Dlbs 4501ba 1700 IDs 270lbs 2601bs 3Mlbs740lbs 3741.59 720164341ros 44zlDs sows OPENING,WHENITISLOWERTHANTHEMULLION 4Arohots®3.5'MiaO.C./(2)255 An01a pips/(F1p.2): 7801.55 7601.55 7901.55 25251.05 6401.55 560105 WA 1120Ibs 740 lbs BBO Ibs 118821.55 6821W 8851te tt2o wa CAPACITY(FROM THE TABLE)OF THE SELECTED BAnchorsl$2.71"hilaO.C.I(2)2x$AnglaCBs/(Flg.3): Males 11201ba 956lb, 22541bs tga 6401.5 WA 1059105 WA 13201.55 WA 10221.59 13271.04 isea lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE FIGURE 1: ANCHOR CAPACITY TABLE. p4 amplying with the Florida Buglilug Cock/' .� O TABLE NOTES: Aweplts1cv 410 �UOto 1G4i1,4� • • 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. BY SEE FIGURE2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 111111111177 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. �.OZ'(• •••• if, • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS21-23. .125" 45° ��.•'�1GENSF '•.FAQ �' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Q' ' No.58705 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250" •h 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 6063.75 AND BE A MINIMUM OF.125" •'0 ��qqqq S :.U�j THICK.STEEL STUDS 70 BE A MINIMUM GRADE 33 AND.046"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 45°BAY - STATE LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTENDAT LEAST 3SCREW THREADS BEYOND MULLION �'� FLORIOP• �_: • THE MATERIAL.#10 6 912 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. %,�C�ss'••.......•��r.9: ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. 7177 NAL 411 A.LY�I(�MILLER,P.E. FL P.E.#58705 h1.000'�I I'-1.250'�-I �h w 1.000' 1.000' F-1.288'-"•I y --1 1.000• 1.000• r-- .125' 1g.11 .1zs• .125" gY 2.750' .126' 3.126" 3.188' .126' .126' 2.750' UT 25' 2.000' 2.000' 2,116 C4 x.265" � m L 125' L 650" 1 .125' Z L co 375" .376' � .500' T• O •� I -j W 1•XTX.125'MULLION 1'X2•X.375'MULLION 1•X 2.75'X.375'MULLION 1•X 2.75'X.650"MULLION 1'X 3.125'X.6'MULLION 1.25'X3.188'X.266'MULLION '126'X2.11'X.12SMULLION 0 m M 6063-T6 ALUM. 6063-T6 ALUM. 6063-76 ALUM. 8083-T6 ALUM. 6063-T6 ALUM. 6063-TB ALUM. 8063•T6ALUM. � Q 'o X-SECTION X-SECTION XSECTION X-SECTION XSECTION XSECTION X-SECTION m N D 0 5 Z m N {�f+-.125' }�x.126' ---{1--,126' ~ U) J U) Ir TABLE A Z LU z m g STANDARD CUP I I 2X5ANGLECUPZ 6083-TB ALUM. Dimension Value(in) For Mullion: 2 060' 2 125• 8063-TB ALUM. (L € XSECTION XSECTION rcZ U-CLIP 2.000' A 1.825 D. I 6063-T6 ALUM. I 125• B 2.654 1°X2°Xum Q J .125' XSECTION L Aluminum C 0.895 Tube Mullion Z..Z o r D 0.740 Z Sp - 125' -I.740" - A 1.125 1'X2"X.375' W 0 5.500• B 2.464 Aluminum 3.125' CUTHERETO .376' 5.000" C 0.835 Tube Mullion U Q .375' CREATE F-CLIP,SEE MIN. Z 0 r- .375'MIN. D 0.490 d 6 � MIN. DETAIL F,SHEET4 .338'MIN. A 1.875 -------i i -------i A A I U-CLIP A t--------_j B 3.000 1"X2.76"X F$� L_ -----J L-------J 6063.76 ALUM. - '------------------- 2X5 ANGLE CLIP C 0.757 .375 Aluminum TOPVIEW 6063.76 ALUM. D 1.118 Tube Mullion TOPVIEW rE STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE E .450 Min. 6063-T6 ALUM. DASHED BOUNDARY.SEE SHEETS 5.17 FOR THE ZCENT'ER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR A 1.312 11X2.75°X ITHTHE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+1116'. B 3.060 .650" SHEETS 5.17 FOR THE ANCHOR O.C. WITHIN THE DASHED DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE C 0,478 AIURIIRUm DIAMETER:ANCHOR DIAMETER+1/16'. SHEETS 6-17 FOR THE D 0.836 Tube Mullion ANCHOR O.C. TABLE B RODU(.TRBVISBD DISTANCE.MAXIMUM PGT Part# A 2'� •i co lu w ' ANCHOR HCLE 1"X3.126°XY a hh the I lo�ide 6.500• 375' Mull Dimension(sheet#) 8 2.837 undleg Code DUIMETER:ANCHOR Mullion Std.Clip Offset Clip U•Cllp Angle Clip .500'Alum oreptanco No .375" �I MIN. DIAMETER 1/16'. C O.B63 Tube MUII xtc MIN. 1"XZ'X.125!'(5)(5) 86605 686113M 8661118M 668243M 666511M D 1.137 1"X2"X.375'(6) 666006 666114M 6661119M 666244M 666512M A 2.625 tla al ade Ptoduq Control 125°X3.188' 1"X 2.76'X.376'(7) 66607 666116M 6661120M 666245M 866513M B 3.282 X.265'Alum 1"X2.75"X.650"(8) 66608 666116M 6661121M 666246M 866514M C 0.662 Tube MUII ��� LYNN \ y .... (4 i---i---i D i B 1"X3.125"X,500"(9) 88837M 6681116M 6661114M 666242M 866515M D 1.782 ;�`��� CENSF / p 1.26'X2.11"X (S:' 1.25"X3.188"X.265"(12) 66641M 6661117M 6661113M 666241M 866518M A 1.813 .121°Alum jr;' u -------J ------J No. 8705 1.26"X2.11"X.125"(18) 69370 WA NIA N/A 866517M Tube Mull 6!! C OFFSET CLIP NOTES: lq •W 6063-T8 ALUM. ,•(1 d �•• .125" TOPVIEW ST T �' 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. E OF �%�'��.•'• •�LORIOP,.•'G\�� .740° ••....... 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS S ANCHOR O.C.DISTANCE. �"', /0NN- A.LYNN MIl1UER,P.E. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, FL P.E.#58705 1 1.000• f- -{ 1.000• 1.062'-1 ._J_ 740• a�� .083' .385" i rt5i�3j F .062' {I-{. 1�� �I F-.126' 438" o .438' 4.000' •126'STANDARD CLIP 5-2.a tWi 4.000' 4.000' 2 628• - 2.000' 6063•YB ALUM. 2.125' 2X6 ANGLE CLIP U-CLIP 2.000' ,125• I %•SECTION I 6063-T8 ALUM. B XALU -SEC ONM ,125' N .125' .125' .125" %SECTION I g m .031' + 1 .125 O w 125 r CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J W .37b' '155"J .375" DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE 2 T ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR g In S fD I HOLE DIAMETER:ANCHOR DIAMETF32+1116'. W O Q 1'X4'%.125' 1'X4'X.375' 1'X4•X.375' O H MULLION MULLION 'T%MULLION 6.600' 6.000" j Z M (p CUTHERETO 375' Q to J 6063•T6 ALUM. 6063-TO ALUM. 6083-TB ALUM. 3.125' .375' E- X-SECTION X-SECTION X-SECTION '376' �-CREATE F-CLIP,SEE w MIN. 70 MIN. I DETAIL F,SHEET Z 1.260• .375' Z W fzgr r-------� I r-------� CENTER OF r--------- -----------i .375' I I ANCHOR HOLE j j MIN. aZ 1.250' t260' I I I I MUST UE WITHIN THEDASHED F BOUNDARY.SEE I j ~Z U Q O7 p 2.875' --- I} --- SHEETS 5.20 FOR F L _ - _____I Q Z Z I I I I I THE ANCHOR O.C. 7- I o 3.94' I I I I 1 F DISTANCE. i Vy Z I I I 1 MAXIMUM I I W Q _ 3.250' 3. I I t I ANCHOR HOLE i 0_' J 52 I 1 I I DIAMETER; .100' 00' .100' LJ L J ANCHOR --- ------------J U Q I _ - DIAMETER*1/16'. Q Z tQ .100' 4" 624' C2 2X5 ANGLE CLIP mQ g.Q -t 56 63 T6ALUMP 6063-TBLALUM. BCTOPV TOPVIEW ALUM. �� �i .820'I-- --1 .820' 1 - --1 .820'� ZC-T,.R..F ANCHOR HOLE MUST LIE TOPVIEW TOPVIEW HNE DASHED BOUNDARY.SEE 126'X3.26'X.16' 1.25'X3.25'X.624' 1.25'X3.94'X.624' SHEETS 5-20 FOR THE ANCHOR O.C. TABLE TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Value For Mullion: Dimension Value(in) ForMulllon: 005-TS ALUM. 6005-75 ALUM. 6005-T5 ALUM. DIAMETER:ANCHOR DIAMETER.1116'. X-SECTION X-SECTION XSECTION F 3.687 1'X4' F 1.838 1.26'X3.25' G 1.000 .125' 0 0.500 X.024' H 2.680 Aluminum H 1.438 Aluminum 3.469' 5.500" 1 3.000 Tube Mullion 1 3.250 Tube Mullion 2'681• .125' MIN. .375' F 3.187 1'X4'X F 2.625 1.25'X3.94' 1.377 •72� 1.877' I MIN. G 0.757 . .375' G 1.125 X.624' ROAUCT. �___ ___� r_______� H 2.430 Altminum H 1.500 Aluminum wwraplyingwigilbe'lorlds I I I I 1 3.000 Tube&'P I 3.250 Tuba Mullion uOdlagOadc I I I I I F 2.250 1.25'X3.25' F 2.813 301 Be Mull ' HO 125• I I i I I G 0.760 X.100' F 2.875 45°Be Mull .125' 45° 2.250' i I i i I H 1.500 Aluminum 30' I 3.250 Tube Mullion - MI ado Pro un Conlrot H i 7711IIIr/1 3.250'45°BAY MULLION I 3.260" I I i i TABLE D 30'BAY MULLION 863.78 ALUM. -----� I I I PGTPertN �.�p LYNN��� 663.78 ALUM. 1 X•SECTION I �- ------' Mull Dimension n 1�-,....,••/ i XSECTION (sheet N) Mullion Std.Clip Offset Clip U-Clip Angle Clip `��'��.•''�LGENSC•'•�F� ��� I I G OFFSET CLIP VX4'X.125'(10) 69384 668111M 6WJ122M 886241M 665518M e' '.. { r I .125' 863.76 ALUM. 1'X4'X.375•(11) 66610 666112M 6661123M 666242M 666519M Src No.58705 .228'J �--,98 .226" ,981'-1 TOPVIEW P X4'X.375•'7'(11) 66653 666112M 6681123M 066242M 666510M - NOTES: 740° 1.25'X3.25'X.100'(73) 20160 6881127M 6661124M 8862410M 6685115M =-D•'. �! �ct�� �, 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25'X3.25'X.624•(14) 20781 6681728M 8681125M 6682411M 8885178M p'•, SATE 1.25'X3.94'X.624'(15) 20162 6661117M 8681126M 666241M 686517M :'��.'•.,F[OR1DP.•'•���; 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degree(19) 88649 WA WA WA 6885110M %�ss9......... 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 45 Degree(20) 88850 WA WA WA 8885111M A.1EIVA M L 9R,P.E. FL P.E.#58705 TABLE E Mull Dimension PGT Part# ® x u (sheet#) Mullion I Std.Clip I U-Cllp Angle Clip '1 x•125' '1 f- •125' �{I- ,12y tz!„C 2"X4"X.25'(16)1 66602 1 666261M I 660271M 666NF o r d8 21X6"X.25'(17) 666114 866282M 666272M 666I STANDARD CLIP U-CLIP I 2X5 ANGLE CLIP o ao w 8063-T6ALUM. 6063-T6 ALUM. 8063-T6 ALUM. XSECTION 2.125' XSECTION XSECTION 4� NOTES: 2.000' I 1 04 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING .125' .125' .125' •6 on DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. T Z N 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE �1 490. �1.490'� I co0 HOLE LOCATIONS. 3)SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. J W - 5.600' 7 _ CUTHERETO U o 3.500' ,. ..--IIS CREATE F-CLIP, 5.000° _375' Ul OO i,- -2.000--1 2.000' .MIN. L �_SHEDETAIL F, .375' rY ,375' �_ MIN. Z co U) MIN. sHEET4 MIN. � � J r-------- ------ --------� -- -- ----------- > Z 7 I I I I �' i---------- i Z WZ m 7 d � Z 4.000' I 1 I I Q Ce- -I-- --- - I- 3.438" 4 + 3.438' -------I .250°O2W 2'X4'X.25' I I I I Z O Q p MULLION I 1 3.438' I I Q Z Z co, 6063-T6 ALUM i I I I I ~ Q¢ X-SECTION I I I ; ; .375' Z B I L_ _--__--______ _______J -_ _- L____-__-_______-_____J MIN. 0 J d) fA L- STANDARD CLIP 2X5 ANGLECLIP U L I U•CLIP,6063-TB ALUM. Q 0 0 CENTER OF ANCHOR HOLE MUST LIE 608376 ALUM. SED FOR 2'X 4'MULLION,SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 6063.78 ALUM. d� ZmU) o) WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW g'8 0`n SHEETS 5.20 FOR THE ANCHOR O.C. SHEETS 5-20 FOR THE ANCHOR O.C. €0'6"' DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE c@��� DIAMETER:ANCHOR DIAMETER+1116'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER-1/16'. SHEETS 5.20 FOR THE ANCHOR O.C. 5.500' DISTANCE.MAXIMUM ANCHOR HOLE CUT HERE TO DIAMETER:ANCHOR DIAMETER+-1/i6'. 5.000' .375' 3.500' -i CREATE F-CLIP, ,375' I SEE DETAIL F, ,575• MIN. rTSHEET4 MIN. MIN. .375' I I I I I I Aiaw I I 1 I oopgt1yl08wlththeFlmlda I ; 1 I I Dmo I I Product oetrol 4.688' s,aoo• -r-- - @ r i--------i tllllis111 .250' -i- -I 5.438' 5.438' I 5.438° 2'XB'X.25' 1 I \,.•'1?GENSF'•�'Q i MULLION 6083-T6 ALUM. XSECTION I I 1 I No.58705 I I i i .375' _ - - L-------- ---------J MIN. _ if L Q'• TATE OF STANDARD CLIP U-CLIP 2X5 ANGLE CLIP i�� '••F1•,ORIO?;•'•G`C� .250' 8083.78 ALUM. 6083.76 ALUM. 6083.76 ALUM. ,//`SS/ TOP VIEW USED FOR 2'X 6'MULLION,SHEET 17 TOPVIEW ///1/ONAk- I�• TOPVIEW A.LYNN MCA',P.E. FL P.EA 58705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALlTRIANGULAR LOADING: PW PW PW c w 'r -- I I I Z N m SH/DH SH/DH ElDH SHlDH i PW PW Z N W W W O o LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j / / / / mc) F SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I / / / / t0 -j a HINGED J I DOOR SGD Z LU LOADING OF VERTICAL MULLION U PW LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q I, PW I ? 2Q N o I as I Z 8 o PW PW PW oo � (J o 0 I j PW W Z I 2 0 Y Y / / I � Q � fO SH/DH SH/DH SWDH SH/OH 1 Q Q Q ;i Q �� Q� ; %U) . / / I SH/OH d oa rca / 4 / LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I I PW PW HR I I I I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION P HINGED I NOTES RODUCT REVISED DOOR PWMTV PW ' comptyI""wIlh Uw Florida I 1)DRAWINGS ARE RERESENTATIONS OF TYPICAL ocn,__Mo I I PW CONFIGURATIONS. PW - CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM BdOPfpolHi COGti01 Oo / THOSESHOWN. 2)IF THE LOADING TYPE CANNOT ��� �1 LYNN ,lV•� I BE DETERMINED,USE \�`,`�.U`.• r/// / PW RECTANGULAR LOADING. �� �,\G' S •.,�Q F PW PW / 3)SEE PRODUCTS•APPROVAL FOR �C: N0.58705 ACTUAL ANCHOR LOCATIONS. LOA ING 0 VERTICAL MULLION LOADING OF VERTI�AL MULLION PANEL OF HINGED DDOOR S NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS ' SGD / Q. �S �llFl ':•�1� VATS Otl I n LOADING OF VERTICAL LOADING OF HORIZONTAL A.LYNN ILILEI��,.P.E. MULLION MULLION FIL REX 58705