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Home My WebLink AboutProduct Approval (2) Flor--ida Building Code Online Page 1 of 4 RECEIVZD DEC 012015 �oBCIS Home i Log In User Registration Hot Topics ; Submit Surcharge Stas&Facts ;PublicaZto _ I t, SCIS Site Map Links s Search t 't�C� � : 3UsineS ) '\ ProductA royal tl Professi� PP USER:Public User Regulation �. Product.Approval Menu>Product or ADDlication Search>Application List>Application Detail FL# FL251-R26 Application Type Revision ((�� Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived E3 Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/14/2015 Date Validated 09/17/2015 Date Pending FBC Approval ---_t.3.._ _ l._..l .. ,.....,. .1+1 1n/1)ti/1)nIs Florida Building Code Online Page 3 of 4 251.7 SGD-780(Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0609.12.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/02/2017 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R26 II 15-0609.12,odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.8 SGD-2500(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0609.10 DR.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/22/2018 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R26 II 15-0609.10 DR,odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.9 SGD-2770(Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0409.02.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/14/2016 Design Pressure:N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R26 II 15-0409.02.0f (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.10 SGD-3030(Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0612,06 LM.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/14/2018 Design Pressure:N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R26 II 15-0612.06 LM,odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.11 SGD-3030(Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0612.07 SM.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/14/2018 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R26 II 15-0612.07 SM.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.12 SGD-5470(Non-Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0409,0 A. Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/21/2016 Design Pressure:N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R26 II 15-0409.04.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.13 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0409,02.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/14/2016 Design Pressure: N/A Installation Instructions 1,+tro•//flr,r;rlal�,,;lrl;nrr nra/n,•/nr ann rltl acnv9nararn=iar('rF.VX(hUtT)ncF.t7PTaRciShmSF..._ 10/26/2015 MIAMIQADE A71AA4I-DADE COUNTY o PRODUCT CONTROL SECTION 11805 SW 26 Street.Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Mianii,Florida 33175-2474 BOARD AND CODE ADNI INISTRATION DIVISION T(786)3[5-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economy PGT Industries 1070 Technology Drive, Nokomis,Fl.34275 SCOPE: This NOA is being issued under the applicable rales and regulations governing the use of construction materials.Tile 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 A14J (in areas other than Miami Dade Count),) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perforin in the accepted manner, the manufacturer anufaurer 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 "5570/2770"Vinyl Sliding Glass Door(Reinforced)-L.M.I. APPROVAL DOCUMENT: Drawing No.MD-SGD570-01 Rev C,titled"Vinyl SGD", sheets 1 through 13 of 13,prepared by manufacturer, dated I 1/l8/10 and last revised on 06/10/15,signed and sealed by Anthony L.Miller, P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See table 2(sheetD and table 3(sheet 9) of this approved drawing set for applicable SGD unit sizes, design pressures,reinforcements types, glass types,sill riser(detail sheet 6)and anchors requirements. 2. See sheet(L2)for panel configurations&limitations.Size over 96" height is limited to max 4-panels. 3. Rigid White PVC,Tan(Non-white)Rigid PVC and Brown coated (Painted or laminated)white Rigid PVC to be labeled per referenced NOA's requirements. 4. Egress operable doors must comply with min clear width or height per FBC requirement,as applicable. 5. Pocket walls under separate approval,to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",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 Bufilding Official. This NOA revises NOA#13-1125.05 and consists of this page 1 and evidence pages E-1 &E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I, Chanda,P.E. "- NOA No. 15-0409.02 CAIDADEC6UNETY Expiration Date: April 14,2016 "` 'eow Approval Date: June 18,2015 ��b�� Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted tinder files see below). 2. Drawing No.MD-SGD570-01 Rev C,titled"Vinyl SG'D",sheets I through 13 of 13,prepared by manufacturer,dated I t/18/10 and last revised on 06/10/15,signed and sealed by Lynn Miller, P.E. Note: This revision consists of series changes and FBC update. B. TESTS (Submitted tinder files# 13-1125.05/#11-1018.19/011-0107.04) 1. Test report on 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniforin Static Air Pressure Test, 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 (b) and TAS 202-94 along with marked-tip drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing La'b,Inc., Test Report No. FTL 6638(samples A-1 thru A-22),dated 11/19/10, signed and sealed by Jorge A. Causo, P.E. (The above test report has an addendum letter dated 3-11-11, issued by FTL, signed and sealed by Marlin D. Brinson,P.E. (reviewing Engineer), 2 Additional test report No. FTL 6637(samples A-1 tl-iru A-5)per TAS 202-94,issued by Fenestration Testing Lab,Inc., dated 12/06/10,signed and sealed by Jorge A. Causo, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014,prepared by PGT,dated 03/30/15and last revised on 06-09-15, signed and sealed by Anthony L.Miller,P.E. 2. Glazing complies with ASTME-1300-02, -04&-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 14-0820.11 issued to Vision Extrusion Ltd for their"White Rigid PVC",expiring on 09/30/19. 2. Notice of Acceptance No. 11-0902.10 issued to Vision Extrusion Ltd for their"VE 1000 Tall (Non-White)Rigid PVC", expiring on 12/29/16, 3. Notice of Acceptance No. 14-0820.12 issued to Vision Extrusion Ltd for their"Brown Coated (Painted or Laminated)White Rigid PVC", expiring OD 09/30/19 4. Test reports No(s). 10-002-792(A), 10-006-10231, 535753-09,per ASTME-84,ASTMD1929 and ASTMD-635,issued by EXOVA to Vision Extrusion for cellulosic composite material, lslia4 L Chanda,P.E. Product Control Examiner NOA No. 15-0409.02 Expiration Date; April 14,2016 Approval Date: Jiiiie 18,2015 E- I PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (continue): 5. Notice of Acceptance No. 11.-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass 0",expiring on 01/14/17. 6. Notice of Acceptance No.11-0624.01 issued to E.I.DuPont DeNemours for"Butacite PVB Interlayer",expiring on 12-11-2016. F. STATEMENTS 1. Statement letters dated 03/30/15 compliance to FBC 2014 (51'Edition)and"No financial interest",prepared by PGT, signed&sealed by Lynn Miller,P.E 2. Letter of lab compliance,part of the above test reports. G. OTHER 1. .This NOA revises#13-1125.05,expiring April 14,2016. 2. PGT dated March 30, 2015 by Lynn Miller, P.E. confirming extent of revisions. 3. Test proposal# 10-0767,dated 08/25/10 approved by BCCO. 4. Test verification calculation dated 07/30/10,prepared by PGT, Anthony L.Mil lei-, P.E. Ish q I.Chanda,P.E. Product Control Examiner NOA No. 15-0409.02 Expiration Date: April 14,2016 Approval Date: June 18,2015 E-2 GENERAL NOTES:SERIES 5570&2770 LARGE MISSILE,IMPACT-RESISTANT,VINYL,REINFORCED SLIDING GLASS DOOR DESIGN PRESSURE RATING IMPACT RATING 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY VISION EXTRUSIONS,LTD.HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS,(COMPONENT REQUIREMENTS). VARIES, LARGE&SMALL SEE SHEETS 8&9 MISSILE IMPACT 2)GLAZING TYPE OPTIONS:(FROM EXTERIOR TO INTERIOR); T=TEMPERED, HS=HEAT STRENGTHED, AN=ANNEALED, SG=.090"SENTRYGLAS@(FORMERLY KNOWN AS SENTRYGLAS©PLUS), PVB=.090"BUTACITE PVB: 1-1116"NOM. 1-1116•NOM. GLASS TYPE A:3116'HS GLASS+.090"SG INTERLAYER+3116"HE GLASS+7116"AIR SPACE+W16"T CAP 711 s'AIRSPACE —7116'AIRSPACE GLASS TYPE B:3/16"HS GLASS+.090'PVB INTERLAYER+3116"AN GLASS+7/16"AIR SPACE+3/16"T CAP NOTE: GLASS TYPE C:3116"HS GLASS+.090"PVB INTERLAYER+3116"AN GLASS +9/16"AIR SPACE WITH HEAT-MIRROR FILM+ 3/16" T CAP 3116'HS GLASS 311 VAN GLASS _ BACKBEDDING APPROVED BACKBEDOINGS ARE GE 7700 AND DOW-CORNING 995. INTERLAYERS MAYBE MANUFACTURED BY E.I.DUPONT DENEMOURS& 31ts HS GLass 3118'HS GLASS SURFACES SHALL NOT BE CO.,INC.OR KURARAY AMERICA,INC. PAINTED OR LAMINATED. 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY THE FOLLOWING MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS: AEXT IIS•)- Og6•PVB 4EXT' INT.► 114"ELCO ULTRACON OR 114"ELCO CRETEFLEX.SEE TABLE 1,SHEET6 FOR DETAILS. .090•SG INTERLAYER INTERLAYER 3116'T GLASS —3116'TGLASS 7/16' 7116' PAINTED!LAMINATED SURFACE 4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1,SHEET 6.ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1 X Nom 6 81 NOM _ 76 81 (DASHED LINES) INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK O GREATER.'1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND 716' I 78 79 718• i 78 79 INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. GLASS i 3 BITE a 1 3 �r FGENERAL AWING MAP 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT IS NOT REQUIRED,IF USED,NON-SHRINK,NON-METALLIC GROUT,3400 PSI MIN.,(DONE BY OTHERS), A 1�;� I L (MAX.114"SHIM SPACE FOR GROUT)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND 1 2 L% L 2 77 SHEET TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD 3 PAINTED! 13 NOTES..........! SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION,COMPLYING WITH FBC. GLASS TYPE"A" LAMINATED GLASS TYPE"B" DETAILS,.,......! SG LAMINATE, SURFACE PVB LAMINATE, ELEVANS..................2-4 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE THE INSULATED GLASS(DASHED LINES) INSULATED GLASS HORIZ.SECTIONS.........5 EMBEDMENTS SHOWN ON TABLE 1,SHEET 6.PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE VERT.SECTIONS...........6 OF THESE INSTRUCTIONS. 1.3116'NOM. ACCESSORIES...............7 61WAIRSPACE DESIGN PRESSURES....8-9 7)DESIGN PRESSURES: EXTRUSIONS..................10 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300. 3116•AN GLASS PARTS LIST....................11 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E-1300. 31116•HS GLASS-11 CONFIGURATIONS.........12 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33113% HEAT•MIRROR FILM PANEL TYPES................13 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO AEXT INT.)- WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR 090'PVB 3116'T GLASS CORROSION RESISTANCE, INTERLAYER 7116 .... NOM � 74 PAINTED]LAMINATED 9)SHUTTERS ARE NOT REQUIRED. SURFACE(DASHED 7!8• I Q I 80 LINES) 10)SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE.MAXIMUM OF(8)EIGHT PANEL CONFIGURATION CLASS 1 FOR FRAME HEIGHTS UP TO 96"OR(4)FOUR PANEL CONFIGURATION FOR FRAME HEIGHTS OVER 96"AND UP TO 120". SITE 11)REFERENCES:TEST REPORTS FTL-6337&6338;EXOVA-10.002-792(A)&10-006-10231;CAMBRIDGE 535753-09;ELCO ULTRACON PER CURRENT NON ELCO 71 2 K7? CRETEFLEX PER CURRENT NOA;VISION EXTRUSION,LTD:WHITE RIGID PVC PER CURRENT NOA,VE 1000 TAN 202 AND LIGHTER SHADES(NON-WHITE)RIGID PVC PER CURRENT NOAAND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC PER CURRENT NOA:ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM GLASS TYPE"C" ALUMINUM DESIGN MANUAL PVB LAMINATE,INSULATED 12)THE 2770 SERIES USES A EITHER A PVB OR SENTRYGLAS,(SG)INTERLAYER.UNITS GLAZED WITH GLASS CONTAINING SG INTERLAYER WERE PREVIOUSLY WITH HEAT-MIRROR FILM 7titL1DUCT w.vl6Eu GLASS u<a+epl)i*A who H»P1orlAa KNOWN AS THE 2870 SERIES.THE 5570 SERIES IS ALSO KNOWN AS THE 570 SERIES. bodlfpc"e INSTRUCTIONS: E-pl-td e o I A0 I 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE �\ �Y14N/ !�li ReKeeaer. Dale: Revebe: CaPlntk�Die n IG SLIDING GLASS DOORS MAYBE DETERMINED FROM THE DESIGN PRESSURE TABLES.FOR GLASS TYPES B .`�\O��• """ <<<< � J.R. 03/18/15 RENAMED 570 tl ;s�~ L OR C,USE TABLE 3,SHEET 9.FOR GLASS TYPE A,USE TABLE 2,SHEET 8. 2,.'��Gr--NSF '•. p RaNseley De e: Rev Won: c0°� 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINALT 1 J.R. 11/05/13 RENAMED 2870 PANEL WIDTH.WHEN FINDING YOUR SIZE IN THE TABLE,ALWAYS ROUND UP TO THE NEXT LISTED SIZE. 3)CHOSE WHICH ANCHOR OPTION(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE 1,SHEET 6, _ //''-- _ ® ° W°; Domer• ALONG WITH THE APPROPRIATE SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. ;.0'.V" oI�$ w= GENERAL NOTES&GLASS TYPES J ROSOWSKI 4)FROM THE DESIGN PRESSURE TABLES(TABLES 2-3,SHEETS 8&9),VERIFY THAT THE REQUIRED DESIGN -p ST TE OrNOLOGYDRIVEDales w� PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. O` �LOR1pP,• G��. 10 N.VENICE, VINYL,SGD INSTALLATION GUIDELINES 11/18/10 5)INSTALL AS PER THE INSTRUCTIONS AND DETAILS ON SHEETS 2-7. '�,Fs,'' �`�.` P.O.9oX 1529 NOXOMISFL 34274 6)ADDITIONAL INSTALLATION CLIPS MUST BE INSTALLED AS SHOWN ON SHEET 7. !///S f 0f j(>� �` , so"a ey, Sc�e; snaoc Dewingl a For. A�LYLE)2�P.E. CERT.OFAUTN.#29296 5570/2770 NTS 1 OF 13 MD-SGD570-01 C P.E.0.E.q 58705 2-TRACK CONFIGURATIONS -""----- L, . DETAIL�2 6. THIS SHEE 6'MAX. MAX. DETAILTHIS SHEE --- DAYLIGHT OPENING(DLO)FORMULAS -_ WIDTH:PANELWIDTH-5-9116' ANCHOR NONSTRUCTURAL-� DETAIL A DETAIL 8 DETAIL B DETAIL D HEIGHT:PANEL HEIGHT 8.9118 ANCHOR LOCATIONS FOR THIS SHEE THIS SNEE THIS SHE 2 THIS SHEE D. HILA LOCATIONS FOR NEXT. BYPASS (HEADdSILL) I+ ---_ PANEL HEIGHT FRAME HEIGHT•2.5' APPROX.6.ET 4EXT. POCKET CONDITIONS. CONDITIONS. 21.6' _.__..L__-_-_.._____________ ANCHORS INTO MAX. •� - • `. DLO HOOK P- . O.C. 12'MAX.O.C. .• I I-�— --�{ DAYLIGHT ___ ______ ______ .___.____...._._ OPENING WIDTH _,-__, _. ..,, l / DETAIL 4 DAYLIGHT - i ANCHOR @ CENTER OF 1 ANCHOR Q CENTER OF / SHEET OPENING HT DETAIL X �EACH PANEL.SEE TABLES DETAIL G1 EACH PANEL.SEE TABLES I EM. ON SHEETS 8&9. EXTV ON SHEETS 8&9. DETAIL E_ 11i THIS SHEE / V X'OR•O' PANEL TYPE PANEL TYPE _ 2 ANCHORS @ CENTER OF 5� 2 ANCHORS @ CENTER OF POCKET DETAIL1 ETAIL2 DETAIL B2 EACH PANEL SEE TABLES ON DETAIL G2 EACH PANEL.SEE TABLES / BY SHEET 5 SHEET 5 _ SHEETS 8 d 9. Ems- _•_ ON SHEETS 8 A 9. / OTHERS I -- PANEL EXT.V (UNDER /,I� DETal3 HEIGHT DLO 4`MIN.O.C. 4'MIN.O.C. ' SEPARATE / ; • 6HEET /APPROVAL) 3.219'MIN.O.C.- DETAIL 5 CLUSTER OF 3 CLUSTER OF 3 1 • SHEET 6 INTERLOCK/ ANCHORS @ STILE ANCHORS @ STILE DETAIL C1 INTERSECTIONS. DETAIL H7 INTERSECTIONS.SEE / I I SHOWN OF 1 SEE TABLES ON TABLES ON SHEETS 8 8 9. OF -- - PA 8"MAX. EXT.T . ` . SHEETS 8&9. EXT. .� / I PANEL @ HEAD -_— NEL MIN.O.C. &SILL) 4`MIN.O.C. 6"MAX., `.-_ . i F+ ^''1I 0"MAX., 4`MIN.O.C. (HEAD&SILL) -- --- ---- (HEAD d SILL) OETNL Cit TI OETaI 02 CLUSTER OF 6 'I"CLUSTER OF 5 ANCHORS _1--^ THIS SHEE DETAIL F _ - - ANCHORS @ STILE - - DETAIL 1 DETAIL THIS THIS SHE 2.375'TYP. INTERSECTIONS. QSTILE INTERSECTIONS. THISSHEE THISSHEE7 SEE TABLES ON DETa&H2 SEE TABLES ON SHEETS --- DETAIL H2 rl-2 ANCHOR _ •� •. 588, CONFIGURATION SH EXT. .:',. SHE 5 d 9. ,,,,. �Y�-� .... THIS SHEET 03+1 ANCHOR CO OWN; 3.219`MIN.O.C. 4•MIN.O.C. CONFIGURATION SHOWN; _______ (SEE APPLICABLE DP (SEE APPLICABLE OP TABLES 2,3 OR 4) W MAX• 6'MAX. TABLES 2.3 OR 4) (70 END OF +(TO END OF ATTACHEDJAMB ATTACHED JAMB NOTES: DETAIL D DETAIL F 1 ANCHOR @ 1)FOR CONFIGURATIONS,SEE SHEET 12. 1 ANCHOR Q SILL ENDS. 2)FOR EMBEDMENT.RED E DIBLE 1TANCET AND EXT. HEAD ENDS. EXT. 3)DAYLIGHT OPENING(DLO)FORMULAS: WIDTH:PANEL WIDTH-8.9118- NOTE:SEE TABLE 1,SHEET 6 FOR ANCHOR EDGE DISTANCE AND EMBEDMENT. HEIGHT:PANEL HEIGHT-B-9116' FfLODUcT Hk vvwo 4)PANEL HEIGHT-FRAME HEIGHT-2.5- u complyhlg w11%dr•Vh,Ad. BvldWy Code 111111 Aeavpu—No l5''b b •ilZ 1.125`-� JAMB \pC..`EN� Reread 6y. Date: RerlsM: P.tplretbn Drle le J.R. 03/18/15 N/A THIS SHEE 1 l ....� ReHaod BY' Dale: Revwm: D4 a Yat 1vo.557D5 J.R. 11/05/13 CORRECT DLO ® Dm By: 1'375 . o Clr �D IS ;: ANCHOR LOCATIONS(2 TRACKS) J ROSOWSKI .190' soo EXT.• EXT.. 'n°F�..Fcoalo .• `��: 1070TECNNOLOOYDRIVE VINYL SGD INSTALLATION GUIDELINES 11/18/10 1.000' N.VENICE FL 34275 - r'' NOKOMIS,FL 34274 Sertea4Aocbk scale Shoat 'MD-'SG oAb Rer. WEEPHOLE PATTERN @ 24.O.C. WEEPHOLE PATTERN a@ SILL ENDS q,L>�fIJ MIL R. P.E P.O MI L05 CERT.OFAUTH.#29290 5570/2770 NTS 2 OF 13 MD-SGD570-01 C 3-TRACK CONFIGURATIONS APPROX.6, 66.ii A I Dill 0' SHEAIL 1 DETAIL BZ DETAIL Z DETAIL D ET Ela q If (HEAD&SILL -----T----- ----------------- ------- ------------------ 7—. . ANCHOR DAYLIGHT I DETAIL A ANCHOR 4 EXT. LOCATIONS FOR OPENING NEXT LOCATIONS FOR WIDTH . BYPASS POCKET CONDITIONS. CONDITIONS. 21.6' ANCHORS INTO MAX. - DETAIL 12'MAX.D.C. P-HOOK. O.C. t THIS 3HE WOR'O' W WOR'O' PANELTYPE PANELTYPE PANELTYPE ANCHOR @ IANCHOR @ POCKET i__— 'N DETAIL 1 CENTER OF EACH CENTER OF EACH BY S PANEL.SEE TABLE �pEvu—CEB PANEL. EE TABLES Ec OTHERS --VETAIL P ETAIL 1��ONSHEETSO&9. EXT.v ON SHEETS 8&9. EXT (UNDER —AHE 4'MIN,D.C. SEPARATE ';-;E DETAILSHEET 3 PF APPROVAL) INTERLOCK ASTRAGAL 2 ,,2ANCHORS@ I-D.C. CENTER OF SHOWNDETAIL 5 SHOWN 4 ' CENTER OF EACH DAYLIGHT DETAIL B2 EACH PANEL.SEE TABLES OPEN NO O.C.OW PANEL.SEE TABLES ON SHEETS 889. HEIGHT EXT. ON SHEETS 8&9. EXT.T ., —1 qOF Q.OF el MAX. 3.219'MIN. PANEL PA.YEL (@ HEAD 4"MIN.O.C.— &SILL) CLUSTER OF 3 :ql ANCHORS @ STILE _f_�N") _T ",CLUSTER OF 3 -H C INTERSECTIONS. LL). DETAILr [DETAIL ANCHORS 0 STILE (HEAD 'Sl DETAIL H11 DETAIL G2 H� 'S..�.T DETAIL GI [THIS SHEE 3.219"MIN.O.C. C5-i ANCHOR CONFIGURATION INFIGI FIAT EHIS SHEET THISSHEET iw -MAX EXT.v SEE TABLES ON EXT. INTERSECTIONS.SEE L(-HrAl)i SILL) SHEETS 889. TABLES ON SHEETS 6&9. DETAIL F HIS SHEE 4'MIN.O.C. SHOWN;SEE APPLICABLE OP SHOWN;(SEE APPLICABLE OF 4'MIN.D.C. TABLES 2,3 OR 4) TABLES 2.3 OR 4) 4'MIN'O.C. CLUSTER OF 5 DETAIL� ANCHORS . . . CLUSTER OF 5 ANCHORS 1.125'--,1 JAM 4.75' STILE @ STILE INTERSECTIONS. D.C. INTERSECTIONS. 2.375'TYP. SEE TABLES ON SHEETS SEE TABLES ON. 8&9. 1.000" SHEETSB&9. EXT.V Typ- E)(T.V 32111' 3.219'MIN.D.C. 3.219'MIN.O.C. 6'MAX. a"KAX, OF 1.3176 * 0 ---.SOD (TO END OF ATTACHED JAMB .190, *', , ATTACHEDJAMB EXT.v EXT.V 1-000, rkODIJCrkbVIhED I ANCHOR @ 1 0 C.. EXT.' (TO EN pv.a"ilb lb.Rod& 1 ANCHOR@ SILL ENDS. O.C. WEEPHOLE PATTERN @ SILL ENDS auidlg Code EXT.V HEAD ENDS. WEEPHOLE PATTERN 24 No R LYNN W. Dere:. Rovfol.: c SEMI J.R. 03/18/15 NIA THIS SHEET NOTES: No.50705 J.R. 11/05/13 DETAIL E 1)FOR CONFIGURATIONS,SEE SHEET 12. 2Owpff.. EMBEDD�Bf. ANCHOR CHOR EDGE DISTANCE AND 7 EMBEDMENT,SEE TABLET SHEET 6. ANCHOR LOCATIONS(3 TRACKS) J ROSOWSKI 3)DAYLIGHT�PENING(DLO)FORMULAS; 611' Ll DO.. TH:PANEL WIDTH 1070TECHNOLOGYDRIVL- 7?ft N.VENICE,FL 34275 NYL I HEIGHT:PANEL HEIGHT P.O.BOX 1529 4)PANEL HEIGHT FRAME HEIGHT-2.5 ' NOKOM(S,FL 34274 VISGD INSTALLAT' ON GUIDELINE710 -1. RM WID STATE �A YNN M'L 'L R.P. CERT.OFAUnI.#M96 5570/2770 NTS 181OF jMmS Dm-t`SGD570-0111181C 4-TRACK CO N F I G U RATIONS APpROX.B', DETAILA_ DETAIL 1 DETA L 2 DETAIL C1 DETAIL B� DETNL D NONSTRUCTURAL—�{ Imo— THISSHEE THIS SHEE THIS GHEE l THIS SrtE_-- HIB SHEET THIS SHE (HEAD 8 SILL) I 0'MAX .. __I— __ _____ MAX. .... \: . DETAIL ANCHOR T• DETAILAa LOCATIONS FOR • DAYLIGHT -- — -- --------- ANCHOR LOCATIONS FOR -4EXT. BYPASS OPENING WIDTH •IEXi. POCKET CONDITIONS. 1 DETAIL 4 CONDITIONS. 21.6' I ANCHORS INTO MAX. Al i SHEET P•HOOK. 12-MAX.O.C. O.C. • _____ L ,. � __...—HIS SHEE X'OR'O' x 'X' 'X'OR'O' - PANEL TYPE PANEL TYPE PANEL TYPE PANEL TYPE oEraa G1 - POCKET / DETAIL 1 ETAIL 2APr 111DETAIL 2 1 ANCHOR @ 1 ANCHOR @ CENTER OF CENTER OF EACH BY SHEET SHEET 5 SHS EACH PANEL.SEE EXT. OTHERS DETAIL BI PANEL.SEE TABLES I TABLES ON SHEETS 8 8 9. ON SHEETS 8 H 9• (UNDER ExT.� DETAIL 3 SEPARATE I • APPROVAL) NTERLOC gSTRAGAL / INTERLOCK SHEET I SHOWN SHOWN / SHOWN DAYLIGHT _ 2 ANCHORS @ DETAIL 5 / OPENING CENTER OF 4'MIN.O.C.— ' SHEET 5 /l—, I HEIGHT 4.75'EACH PANEL. 2 ANCHORS @ CENTER OF (v_I DETAIL B2 O.C. SEE TABLES DE7AIL�*3�2ifl* EACH PANEL.SEE TABLES , 1 ON SHEETS ON SHEETS 6. �I� Ct OF __ --- ----- qOF 6'MAX. EXT.7' 8&9. EXT.' / • PANEL PANEL! ! HEAD MIN.O.C. __ � _______ �_ � — SSILL) 3.219'MIN.O.C. 4'MIN.O.C. 8'MAX., _ \_.- CLUSTER OF 3 (HEAD 8 SILL) _ _ 6'MAX., DETAIL C1R.N., ANCHORS @ STILE CLUSTER OF 3 DETAIL G1 DETAIL H2 DEruL _ [DETAIL G2 f(HEAD 8 SILL) EXT. ' INTERSECTIONS. ANCHORS @ STILE IIS SNE THIS SHEE THIS SHEE MIS SHEET DETAIL F SEETABLESON INTERSECTIONS,SEE HIS SHEET SHEETS 8 89. DETAIL H1 TABLES ON SHEETS 8 S,9. C5+1 ANCHOR CONFIGURATION C3+2 ANCHOR CONFIGURATION y Ems,. SHOWN;(SEE APPLICABLE DP SHOWN;(SEE APPLICABLE DP 4'MIN.O.C. I . .C. 3.219°MIN.O.C. TABLES 2,3 OR 4) TABLES 2,3 OR 4) 4'MIN.O.C. 1 JAMB •: `:' CLUSTER OF DETALL 125 _ ANCHORS @ STILE 1—--- CLUSTER OF 5 4.75' INTERSECTIONS. ANCHORS @ STILE 0' O.C. _ SEE TABLES ON 2.375'TYP. • INTERSECTIONS. SHEETS 8 S.9. SEE TABLES ON SHEETS 8&9. DETAIL CZ EXT.'Y 1.375' EXT.' —3.219'MIN.O.C. 3,219'MIN.D.C. .500• W MAX. .190'(TO END \ (TO END OF EXT. l- rkODUCT NVV Il!,A —� ATTACHED FJAMB ATTACHED JAMB EXT. 1.000' fff n.4.wr4 wHb 1M(brick DETAIL F 8.WWS Cilie E .� 1 ANCHOR@ WEEPHOLE PATTERN @ 24"O.C. WEEPHOLE PATTERN @ SILL ENDS � ••K H•Ir�o5•G2 fepintlo•Oen DETAR-_, .• SILL ENDS. I ANCHOR @ •• �� \\ // RaHsedBy. Dela ReNsh•I: "'• HEAD ENDS. C� ExT.� �aV .(.[N .. r ' J.R. 03/18/15 N/A THIS SHEET uw.IDad.rrmfow claw ``��;••�' S(-• ••.�'Q Ro�ieae 0r: Dela � ReNe,W¢ NOTES: No.56705 J.R. 11/05/13 DETAIL E �:: jI 1)FOR CONFIGURATIONS,SEE SHEET 12. _ : ® D-105— oie-BY. z)FOR aNcrloREDGE DISTANCE AND ANCHOR LOCATIONS(4 TRACKS) J ROSOWSKI EMBEDMENT,SEE TABLE ISHEET B. 3)DAYLIGHT OPENING(DLO)FORMULAS: r0 S TE •':L 1070 TECNNOIOGYDRNE Ittle: Dota: WIDTH:PANEL WIDTH-8.9116• ':`-�,�-.• 7;(OR1C1P•,•'`�� N.VENICE FL 34275 VINYL SGD INSTALLATION GUIDELINES 11/18/10 HEIGHT:PANEL HEIGHT-8-9116' i, - ....• P.O.BOX 1528 4)PANEL HEIGHT= HEIGHT-2.5' 'r�s�� P.O. NQKOM(8,FL 94274 Sem; Scab: 95oaL• DrenUp Na Rev: ON{'+�- 'A!LYNMMILLET),p.E. CERT.OFAUTH#29298 5570/2770 1 NTS 4 OF 13 MD-SGD570-01 I C REA 58705 DETAIL 1 DETAIL 2A DETAIL 26 DETAIL 3 INTO MASONRY ASTRAGAL INTERLOCK INTO MASONRY BUCK 1X T WOOD -- STRIP,SEE CCNCRETEICMU TYP.ANCHOR TYPE.EMBEDMENT AND EDGE REDUIRED IF DOOR 1X BUCKSTRIP NOTE 4,SHEET 1 DISTANCE PER SUBSTRATE,SEE TABLE 1,SHEET 6 N HEIGHT IS OVER 96' d CONCRETEICMU PER ANCHOR EDGE REQUIREMENT DISTANCE�I ASTRAGALADD-CN @8C9 / 85 36 I •, I. 9 PER ANCHOR NONSTRUCTURAL 30ASTRAGALADD-ONREINF. f / v L REQUIREMENT 35 ANCHOR .__.__._.._� EMBED-' ' 40 018X2.112•SMS MENT • )� REINFORCEMENT SCREW:5 -- ,a'. EMBEDMENT •. • as• �Q OPTIONAL PER ASTRAGAL, — __ IIIOGgBfOldNb: • •• 69 EQUALLY-SPACED AND 7' � —" Q $ FROM ENDS(FACTORY �l - v o - C7� TYP.ANCHOR TYPE,EMBEDMENT AX 21 q S =J,�_ �— .__.... ......... INSTAL�LEO). �F:1"" —P m $ •--AND EDGE DISTANCE PER M a SUBSTRATE SEE TABLE 1, SHEET6 4 U -- C6�iNN II $ ' I fall. 3 �-� EDGE � INTERLOCK - • 37 8,29 7 �� ZG EXTERIOR 9$ ( — DISTANCE / ASTRAGAL BOX SCREEN ° POCKET Wg °-• P+IOOK ''cc__f�f� - e . —LO7. 103 • - CK9� STILE gq 105 FOR PANEL WIDTH ------------- PANELWIDTH 1W 114'MAX. LOCKSTILES, 20 •�--- DOOR FRAME WIDTH ASTRAGALS, NP.ANCHOR TYPE,EMBEDMENT DOOR FRAME W FIXED WIDTH — -AND EDGE DISTANCE PER STILES AND v. 114-MAX 68 SUBSTRATE,SEE TABLE 1,SHEET 6 HORIZONTAL —T- RAILS -I.__..__. 1 EDGE EDGE SEE NOTES ---------- 3&6 3$8 DISTANCE ("I pB X314'SMS REINFORCEMENT a cam- _ DISTANCE BELOW �1 SCREW.3 PER RAIL,LOCATED II - AT CENTERLINE ANO 9'FROM o 711 lUR1BUp9A1{� 2$ ENDS(FACTORY INSTALLED) FOR 2-318'ROW ._(� $2 DQE .. ---- _ L5 2.316'ROW INTERLOCKS TYP.ANCHOR TYPE, SPACING Jv _ .._..`��— ®; $ q SPACING ONLY --'�_ EMBEDMENT AND EDGE c—'--'- - - DISTANCEPERSUBSTRATE, _.._._....._...." _............._. (��I / .__ SEE TABLE I,SHEETS ttTU u / // IIUnVINlllfib9 .... 2� EMBED- EDGE �--.__._. o c' d IIIILLLfffCCC;;,I ..•. MENT DISTANCE FIXED PANEL CLIP -- _ - __,,.,. ;CONCRETElCMU 1 AND ANCHORS,SEE 115 •�•».- - —_•.•--.••_ —• ra PER ANCHOR ..L— DETAIL SHEET STANDARD SCREEN 2X WOOD BUCKSTRIP 111 REQUIREMENT OR FRAMING,SEE EMBEDMENT '•� FIXED STILE EXTERIOR NOTE 4,SHEET 1DISTANCE ---I I--174'MAX. TYP.ANCHOR TYPE,EMBEDMENT 2X WOOD BUCKSTRIP PANEL WIDTH 125 AND EDGE DI STANCE PER SUBSTRATE, ORFRAMING,SEE EDGE SEE TABLE I,SHEET B NOTE 4,SHEET I DETAIL 3 DETAIL 2 DETAIL 3 ~I DISTANCE NON-STRUCTURAL INTO WOOD INTERLOCK INTO MASONRY ANCHOR 140DUCl hi,tbD EMBED- i q t4er111nt N11\161 FIOlIOa MENT •.__....__i AX. suWkt Cnde Mme' NOTES 4Kepinnae No 15-,b46 V-L 1)DETAILS APPLY TO 2.3 AND 4 TRACK 1 / Roww By. Do1o: Roygyn; t><p11+Nnn DaU 1,1{.} CONFIGURATIONS. \�tt NY LYNN/1�1�/ i// �7 �•., J.R. 03/18/15 NIA THIS SHEE —Jl 20 OPTIONAL 2)SEE SHEETS 2.4 FOR ANCHOR LOCATION$SPACING, \1��....- �F �� pude od CQW" 45 P"HOOK O "" 3 SEE TABLES 2-4 FOR REINFORCEMENT •' \(,ENSC 'P B ) ` .� 1. ReWeO By. Dnfo: Ravlefort: REINF. REQUIREMENTS. °T'•' PLATE(12-LONG,@ 4)CONTINUOUS ANCHOR PLATE,ITEM 08.IS REQUIRED ¢T: No.58705 J.R. 11/05/13 N/ATHISSHEE PANEL MIDSPAN - AT ALL FRAME ANCHOR LOCATIONS. - = P•HOOK °..._1 - 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR /y ® Do Wpffm Drawn 45 REINF. ASTRAGALADD-0N. 7/l 6 IS �= HORIZONTAL INSTALLATION DETAILS J ROSOWSKI EXTERIOR o . � oar= PLATE SMS, POCKET 8)ALL REINFORCEMENTS ARE APPROXIMATELY THE A10X 1-114' P;_H_OOK I� FULL LENGTH OF THE EXTRUSION.REFER TO TEST :��•'. STATE OF \ 10707ECHNOLOGY DRIVE 71tle: Dora: (5)@2.5/8'D.C. � y REPORTS FOR EXACT DIMENSIONS. �,(� '•.-'t OR50�:'••' G�� N.VENICE,FL 34276 VINYL SGD INSTALLATION GUIDELINES 11/18/10 `� P.O.BOX 1629 DETAIL 1 S/nNALF NOKOMIS,FL 34274 Bo4-%kd9 sw o: saec ILm Yg Ab. Rnr. INTO WOOD X./4YNTIIMIILEF.P.E. 5570/2770 NTS 5 OF 13 MD-SGD570-01 C P.EA 68795 CERT.OFAUTH.M296 DETAIL 4 _INTO MAsol4ar DETAIL 4 DETAIL 4 DETAIL 4 1X BUCKSTRIP INTO WOOD INTO MASONRY TYP.ANCHOR TYPE,EMBEDMENT AND INTOALUMINUM TYP.ANCHOR TYPE,EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE , - MIN.2.7 KSI CONCRETE® EDGE DISTANCE PER SUBSTRATE, TYP.ANCHOR TYPE,EMBEDMENT AND SEE TABLE 1,SHEETS HEAD PER ANCHOR SEE TABLE 1,SHEET 6 TYP,ANCHOR TYPE.EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, �I 1f8•MIN.6083-T5 REQUIREMENT,SEE 2.318• EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1,SHEET 6 I DISTANCE ALUMINUM SUBSTRATE TABLE 1,SHEET I... ROW --I EDGE EE ABLE 1,SHEETS 2 316, EDGE — fy S T SPACING DISTANCE �I EDGE ROW ROK, DISTANCE f SEG( " I+......DISTANCE SPAO NO SPACING . EMBED #ENT. . .. .. . . ` — __........._' v .• > I —_ J EMBED- MENT L,/4• ..('ILII`u _ .-1 �,t4• METAL SUBSTRATES TO BE LY MAX. 16 Irl\ `nI 8 MAX 8 MAX TOT M TRANSFER LOAD POSEDRON THEM DESIGNED 10 100 TYP.ANCHOR TYPE.EMBEDMENT a EDGE DISTANCE PER SUBSTRATE,—� (IBX 314'SMS IX OR 2X ..4J _ REINFORCEMENTSCREW; TABLE 1,ANCHOR TYPES: SEE TABLE I,SHEETS 18 GA STEEL STUD ORA36 WOOD 7 90 �7PER STILE,LOCATED AT EDGE STRUCTURAL STEEL BUCKSTRIP, u4 110 SEE 3 12'ROMCENTERLIENDS FACTORY Type Substrate Anchor Minimum Min.Edge — I DISTANCE SUBSTRATE NOTE 4, ( Embedment Dlstanco SHEET 1INSTALLED). _ FOR I #12 Sheel Metal Screw(G5) 1.318" 314• LOCKSTILES, P.T Southern Pine 114"Elco UllmCon 1-112- 1-314• ASTRAGALS, — SG a,55) �. D ( EXTERIOR FIXED STILES 9 114"Elco Crele•Floz S64 1.112" 1.314' AND A8 HORIZONTAL Aluminum,8083-T5 min. 812 Sheet Molal Screw(G5) 0.125r 112" I� RAILS Steel Stud.Gr.33 min. 912 Sheet Metal Screw(G5) 189a(0.0451") 1/2" l A36 Steel #12 Sheet Metal Screw(G5) 1890(0.0451") 11T DETAIL 4 SILL RISER VARIES B P.T.Southam Pine(SG=.55) 812 Wood Screw(G5) 1-318" 314" INTO STEEL Z N.EF WITH REQUIREDPOSITIVE DESIGN Concrete(min.2.84 ksi) 1/4•Elco UltraCon ,310" 13116" METAL SUBSTRATE DETAILS SHOWN FOR HEAD 15 PRESSURE,SEE TABLE Concrete(min.3.35 ksi) 114"Elco Crele•Flex SS4 1-314" 13116" (SIMILAR DETAILS APPLY TO FRAME JAMB AND SRL• FRAME ,q NOTES rw A,SHEETS 889. C EXCEPT POCKET JAMB) HEIGHT, PANEL 386 N 19 Ungrouled CMU.Jambs Only 1!4'Elco UllmCon 1-114" 1" SEE o HEIGHT BELOW 6 18 (ASTM 090) 114"Elco Crele-Flex SS4 1-1/4" 13/4• TABLES 2.3 84 a FRAME _/ m 17 Concrete(min.2.84 ksi) 1/41 Elco UIIreCon 1-3f8" 2-,12" HEIGHT- 2-112" zlO12T 4.518• Concrete(min.3.35)tsl) 114•Elca Crete-Flex SS4 1.3/4• 2-112' `4� 78 RISER 4.1116" 1 D ,f4'Elw Vllracon 7-U4" 2.11Y \` RISER 'I 13-1n� Ung+outed CMU,Jambs Only t04344 g� ., LJ RISER (ASTM 090) 1/4"Elco Crete-Flex SS4 1-1/4" 2-112• 27 127 NOTES 1 DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 1P2 2)SEE SHEETS 2-4 FOR ANCHOR LOCATION 8 SPACING. 91 3)SEE TABLES 2-4 FOR REINFORCEMENT REQUIREMENTS. 4)CONTINUOUS ANCHOR PLATE,REM#8.IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. n 181 182 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. rRODUCT ICF VIbED 15 ll 2 6)ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION.REFER TO n zomply;ng wln tke F1orWa O 6 14 11 9 \ 8 9 TEST REPORTS FOR EXACT DIMENSIONS. Bnidinnd q Ce v O uep�l'b� e15 P409•j� 1-111 • R&Arad6y: Delo: ROWIae: Esp . ..•... .,•�. ,:;v..'. ...'..:^•:.v..... NEEDED, ....._.. ... i 1!a• �``,��'� EINNt;N/(�FA J.R. 03 N/A weo.a 1/4 r ::` sEE M E�ki�� Mnx. /18115 HIS SHEE MAX. •EMf'EDMENT R RovkadBy: Dale: ReNabn: NOTE 5, / _� _ `r: ••• ". MIN.2.7 KSI SHEET, �..___ �— �c:' ND.�B•ro� J.R. 11/05/13 N/A THIS SHEE p„er,n6r' CONCRETE Qa 2X WOOD BUCKSTRIP EDGE EDGE . SILLPERANCHOR OftFR0BUC STR DISTANCE '.(.t.' ^w= VERTICAL INSTALLATION DETAILS J ROSOWSKI DISTANCE REQUIREMENT, � rs TYP.ANCHORTYPE,EMBEDMENT SEE TABLE I, NOTE 4,SHEET TYP.ANCHOR TYPE.EMBEDMENT -.� g7ATE OV• :a�;� 1070 TECHNOLOGY DRIVE TMe: Dale: AND EDGE DISTANCE PER VINYL SGD INSTALLATION GUIDELINES 11/18/10 AND EDGE DISTANCE PER SHEETS SUBSTRATE,SEE TABLE I,SHEETO 'ViC� '•.,Fl.OR10P,•' �� N.VENICE,F7.34276 SUBSTRATE.SEE TABLE I,SHEET B DETAIL 5 DETAIL 5 %C� P.O.BOX 1529 INTOMASONRY INTO WOOD //��S/UNA�- NOKOMIS FL 34274 Sarbe.4JNeC Srab: Slroob DmN1r4T Na Ror. /Ar.LYNN),1168�r�,P.E. CERT OFAUTH.#2920 5570/2770 NTS 6 OF 13 MD-SGD570-01 C P.E.#58705 1)INSTALL 2)INSTALL HEADER BLOCK TO HEAD JAMB TO HEAD t (8)ANCHOR CLIP INTO � CLIP INTO ATTACHMENT HEADER 50 TYPE AS USED PANEL a FRAME INSTALL ONE BLOCK AT BLOCK ASSEMBLY IN INSTALLATION, STILE ° JAMB& EACH INTERLOCK. 0 TABLE 1,SHEET 7p� SUBSTRATE, AT ASTRAGAL,INSTALL (3)#10 X 'may a ° SEE ONE BLOCK THAT 1.5"SMS - TABLE 1 SPANS BOTH PANELS. I I (3)#8 X 1" MS O U❑ I ttptri� — d FIXED PANEL CLIP 11 FIXED® INSTALL ONE CLIP AT THE MIDSPAN PANEL OF EACH FIXED PANEL-TO-FRAME / (2)1!4"x 20 x 2-114' CLIP JAMB LOCATION. �� THREAD-CUTTING SCREW (2)#8X1' SMS 0.11 i O S01 EE PLATE COVER 24 REINF.PLATE 2© 68 #10 X 2"SMS(4)—� o SHEET 8 #8 X 1-T IL 314"SMS 65 10 q a KEEPER Oad �_do JAMB TO �� SILL ASSEMBLYo KEEPER TO JAMB _// \\ ( LOCKING JAMB ATTACHMENT ^— d' REINFORCEMENT PLATE SHOW) 0� '— FOR DOORS OVER 96".10 ANCHORS @ / \ 10 KEEPER 3",6",9".12",&46.5"FROM EACH END o NOTES p j 1)DETAILS APPLY 3AND4TRACK CONFIGURATIONS. -^2)SEE SHEETS 2.4 FORR ANCHOR LOCATION&SPACING F . 3)SEE TABLES 2-4 FOR REINFORCEMENT REQUIREMENTS. ' .......... 4)CONTINUOUS ANCHOR PLATE,ITEM WB,IS REQUIRED AT I UU�U`��I INTERLOCK ALL FRAME ANCHOR LOCATIONS. _ ©4 REINF. 68(4)#10X [° COVER INTERIOR 2"SMS rr��uucr w v�rts0 EXTERIOR w til-plying nil►the Florid' INTERLOCKBYidins Cod. REINF.© II �Mpi+ro No Sj-U U 02 BOTTOM RAIL a PLATE 5 \\\\�1i1 III��T/ R.W AY7 Oaf.: R.�bn: EfpinllwD. L #10 X 2-1/2' 11 SUPPORT SMS ,\ LYNN 49j� %, J.R. 03118!15 NIA THIS SHEE �r� ,,o ..,.... .. ( R.Ns.dRr °.w: R.N.kn: rt..iadr oge.nw (z)910 XGH SU PORT, J.R. 11/05/13 N/A THIS SHEET THROUGH SUPPORT, 1c;' No 58705 INTO PANEL � / � _ ® o.'aiPlw.: D�iB�' 8 L#10X1-1/2"SMs PANEL G� "17'= ACCESSORIES INSTALLATION DETAILS J ROSOWSKI -•v u ��. INTERLOCK SILL RETAINER ASSEMBLY - s lu_ 1970 TFCHNOLOOYDR,VE ,r,.: STA F O �� - N.VENICE,FL 34276 CLIP ATTACHMENT ALL PANEL CORNERS WELDED, %��; .,,Fiol:lo?•'�G`:` P.o.BOX ts29 VINYL SGDINSTALLATIONGUIDELINES 11118/10 INSTALL ONE ASSEMBLY AT EACH INTERLOCK NO ASSEMBLY FASTENERS NOHOMIS,FL 34274 $eya; Soa.; shove Dmw4g Ha Ror. CERT.OFAUTH.rM96 5570/2770 NTS 7 OF 13 MD-SGD570-01 C TABLE 2: TOTAL#OF ANCHORS CLUSTERED THROUGH THE HEAD a SILL AT EACH PANEL ` �C 'CCI.15 •'•`'p �i Anchor Quantities and Design Pressures Using Heavy-Duty Reinforcement MEETING POINT.(EX:FOR C3+1,3ANCHORS ��,•' v E 7r See PartWebelow table REQUIRED AT PANEL MEETING POINT AND z Q 311VI-0 GLASS-.090' ANCHOR REQUIRED AT MIDSPAN OF PANEL). jr; 140,56705 SoIN1S3AYHt.3116• FRAME HEIGHT ON) = lr _ HS GLASS+7/16-AR ANCHORAGE TYPE PER SUBSTRATE - SPACE+3ne'Tu0'.CAP 8-PANEL MAXIMUM CONFIGURATION 4-PANEL MAXIMUM CONFIGURATION REQUIRED TOACHIEVE THE DESIGN '-O•'•,� r(o I-5 U � 80 84 98 108 120 PRESSURE,USING THE ANCHOR 1-/O S-fpav F `t`> QUANTIES LISTED BELOW.SEE O P.•• TABLE I,SHEET B,FOR COMPLETE � �` '• m¢ m m m U IQ ¢ m m 20 m p m¢ m m U m o m¢ °1 m 20 m o ¢ A'm m LOI V m p ANCHOR LIMITATIONS. /SSI L NOM. E .. S° B m n N e m N m LAW 1 11 r '� t' +3 F g B g a F H' H , F > TABLE KEY: NOM. A.Lr14A MILLI h.P.E PANEL FRAME p f- F- P.E.058705 > > > > > > > > > > > > > > WIDTH SIDE m �Q r`o� tor$, uJ $ r/1 r$� 01 $ rn mr$� m+4`� m `o t0 `o rn `o RN r$� RN `o to $ to r$� m `o m$ rn$ m $ PANEL FRAME A (IN) 1SQ �i �� L` � L sc is ,{5 Z` SSL _ A-- WIDTH SIDE 9O 4x< Head&Gal p+1 W C h 4.. C3+1 G3+1 C3+1 C3+1 C3+1 G3+1 C3+1 C3+1 C6+1 G3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 Jamb 5 5 5 5 5 5 5 5 6 5 5 5 6 8 8 6 6 6 6 6 24 P-hook 6- 24 24 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 Design +80.0 O Pressure .80.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 410D.0 +100.0 +60.0 +60.0 +60.0 +60.0 +60,0 +60.0 +60.0 +60.0 � -100.0 -100.0 -100.0 -100.0 -100.0 -100.0 -100.0 -100.0 -100.0 -100.0 -100.0 -100.0 65.0 •85.0 65.0 •65.0 •66.0 •85.0 65.0 65.0 NOM. � O^ Z PANEL=FRAME WIDTH r- C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C6+1 C3+1 C3+1 C3+1 WIDTH TOP PANELS N J 5 5 5 6 5 5 6 5 5 5 7 5 6 6 6 6 6 6 6 5 N W � � M 30 P-hook 7 7 7 7 7 7 7 7 B 8 8 8 9 9 9 9 10 10 10 10 J W r THE MAXIMUM NEGATIVE DESIGN LL Design +100,0 +100.0 +100.0 +100,0 +100.0 +100,0 +100-0 +100.0 +100.0 +100.0 +100.0 +100.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 +50.0 +60.0 PRESSURE AT THESE ANCHOR M W Pressure -100.0 -100.0 .100.0 -100.0 -100.0 -100.0 -100.0 -100.0 -100.0 -100.0 -100.0 -100.0 •65.0 •65.0 •65.0 85.0 -65.0 •65.0 65.0 65.0 QUANTITIES. < �- J Z DO0 Head&SIII C5+2 C3+1 G5+1 C3+1 C5+2 C3+1 C5+1 C3+1 C5+2 G5+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C6+1 C3+1 C5+1 C3+1 THE MAXIMUM POSITIVE DP AT THESE > J M O Jamb 5 5 6 5 5 5 6 5 5 5 7 5 6 6 6 6 6 6 6 6 ANCHOR QUANTITIES.ADDITIONALLY, W F- )--' 36 P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 I 9 9 10 10 10 10 THE MAXIMUM DP FOR THE SILL HEIGHT W to MUST ALSO BE CONSIDERED,SEE ).- J 1--• Design +100.01+100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 TABLE A.THIS SHEET. Lf) ce) = Q Z Pressure -100.0 -100.0 -100.0 -100.0 -100.0 -100.0 -100.0 -100.0 -100.0 -100.0 -100.0 -100.0 •85.0 •65.0 •65.0 65.0 65.0 -65.0 65.0 85.0 H TOTAL#OF ANCHORS THROUGH THE � ` � (n Heed&Sill C5+2 C3+2 C5+2 G3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+1 C3+1 C5+f CS+1 C5+1 C5+1 ' CStt C3+1 P-HOOK. O W z O Jamb 5 5 7 5 5 5 7 6 5 5 8 5 6 1 6 6 6 6 6 7 6 TOTAL#OFANCHORS7HR0UG>jTHE AMB. M ` r 42 P-hook 7 7 7 7 8 7 7 7 9 . 8 8 6 9 9 9 9 10 10 10 10 { Design +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100,0 +100.0 +60.0 +60.0 j+60.0 +60.0 +80.0 +60.0 +60.0 +60.0 FIG 1: Z O Pressure -100.0 -100.0 -100.0 -100.0 -100.0 -100.0 -100.0 -100.0 -100.0 -100.0 -100.0 -100.0 65.0 65.0 65.0 65.0 -65.0 65.0 65.0 65.0 m J OH LENGTH IUD Head&Sill- C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 Cl C5+2 C3+1 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 LU �tZ r,^ Jamb 5 5 7 5 5 5 8 5 5 5 9 5 6 6 7 6 6 6 8 8 THE OVERHANG(OH)ES RAI--.-WHERE 1°� ,n THE OVERHANG(OH)RATIO IS EOVAL 48 P-hook 8 7 7j0_3+2C5+2 9 7 6 8 9 8 9 9 9 9 9 9 10 10 10 10 TO ORMORETFIANIIS EXEMPTED RATION Design +100.0 +100.0 +100.01+100.0 +100.0 +100.0 +100.0 +100.0 +92.0 +100.01+100.0 +100.0 +80.0 +80.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 I FROM WATER INFlL VERHARESISTANCE.THE OVERHANG RATIO Pressure -100.0 -100.0 -100.0 -100.0 -100.0 -100.0 -100.0 -92.0 -100.0 -100.0 -100.0 65.0 65.0 65.0 65.0 65.0 65.0 85.0 -65.0 SHALL BE CALCULATED BY THEHeed 8 SIII C5+2 C3+2 C5+2C5+2 C3+2 C5+2 C3+2 C5+2 C6+2 C5+2 C3+2 FOLLOWING EQUATION; A Jamb 5 5 65 5 7 5 5 5 8 5 TABLE A: OH RATIO OH LENGTWOH HEIGHT 54 P-hook 7 7 77 7 7 7 9 8 8 8 Water-Limned(+)Design Pressure c5 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +60.0 +80.0 +60.0 +80.0 )THE LESSER VALUED NESTH TABLE Design Nominal Sill Actual Sill Max.(+)DP A AND TABLE 2 DETERMINES THE R Z 2 Pressure -80,0 -80.0 80.060.0 80.0 60.0 60.0 -60.0 -80.0 60.0 60.0 Height Haight Allowed WATER LIMITED(+)DP. Head&Sill C5+2 C3+2 C5+3C5+2 C3+2 C5+3 C3+2 C5+2 C5+2 C5+3 C3+2 1-11116" 1.688" See2)al right 2)THE 1-11116'BILL MAY ONLY BE Jamb 5 5 65 5 7 5 5 5 8 5 3.112" 3.464" +60.0 Pat USED WHERE WATER 60 P-hook 7 7 77 7 7 7 0 8 B 8 INFILTRATION RESISTANCE IS 4.1/16" 4.037" +80.0 p3f NOT REQUIRED OR OVERHANG IsF'ItUUUCTkF:Y1JF:0 esign +70.0 +80.0 +80.0 +70.0 +80.0 +80.0 +BD.O +70.0 +80.0 +80,0 +80,0 PER FIG 1.IF SO,(+)DP'S SHOWN4-6/8" 4.614" +100.0 Psf IN TABLE 2 MAY BE USED. M"PlYlrr1 wht rUe Florida Pressure -700 600 800 -70.0 -80.0 -80.0 80.0 -70.0 -80.0 60.0 80.0 D.Wyy Cpr NOTES Awput.Ne -040 .6 ROlnforaementsRaqulrod,(SooPart9on9he0t10) Glass 'I)DETAILS APPLY TO 2,3 AND4TRACKCONFIGURATIONS. ftpinlbo4a Interlock Lock/Fixed Stile Astragal Astragal Addon Top/Bottom Reil Plato(Part#24,25) TYPO 2)SEE SHEETS 2.4 FOR ANCHOR LOCATION&SPACING. 3)SEE TABLE 2 FOR REINFORCEMENT REQUIREMENTS. Dadr w1 CM411 Part#29 Ped#26 Part#26 Part#30 Pan#26 Required for Heights Ouer 98" A 4)CONTINUOUS ANCHOR PLATE,ITEM M.IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. ........WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. 6)SEE SHEET 2 FOR APPLICABLE OLO PER PANEL SIZE. TABLE 3: TABLE A: ``'\ LYNN Anchor Quantities and Design Pressures using Standard orComposito Water-LlmRed(+)Design Pressure NOTES tits;•�,t06NSF, ;rte Reinforcement,(Soo Part#'s below table 1)DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. Q; 3116•Hs GIA6s+.reP ) Nominal Sill Actual Sill Max.(+)DP 2)SEE SHEETS 2-4 FOR ANCHOR LOCATION&SPACING. 0 56'105 PJa DUMLAYER4311G• FRAME HEIGHT(Pl) _fit: N AHGLAss+TII6•nR Haight Height Allowed 3)SEETABLE 3 FOR REINFORCEMENT REQUIREMENTS. _ rO�W�1-11118" 1.688" SDs 2)baloW 4)CONTINUOUS ANCHOR PLATE,ITEM#B,IS REQUIRED ATALL FRAME6PACE•9116-T M CAP &PANELMAXMUM CONFIGURATION _ LUANCHOR LOCATIONS. 'Be 84 so 6)PANELWIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. 6 •3-112" 3.464" +60.0 psi P t 6)SEE SHEET 2 FOR APPLICABLE DLO PER PANEL SIZE. � m u a ¢� ar 9u9t o a m i u o 4-1!161 4.037" +80.0Psf ;O,rn FLNOM. on1�.• CSG; PANEL FRAME 1�. fi 1� 1�- lY /1 4516' 4.614" +100.0 psf �/'/fir"S S/(�(\)1{��V\�`• WIDTH SIDE rn 2 y ��iii p 1)THE DETERMINESRVALUE OF TABLE A AND THE WATER LIMITED(+)DP-ABLE 3 A.LYP E.#5 705 P.E. 3 I 2)THE 1-11116'SILL MAY ONLY BE USED WHERE O Head&Sill C3+1 C3+1 C3+1 G3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 r WATER INFILTRATION RESISTANCE ISNOT V Or Jamb 5 5 5 6 5 5 5 6 5 5 5 5 REQUIRED OR OVERHANG IS PER FIG I.IF SO, 24 P-hook 7 7 7 7 7 7 T 7 8 8 8 e +DPS SHOWN IN TABLE 3 MAY BE USED. ?j ` Design +60.0 +00.0 +60.0 +80,0 +60.0 +B0.0 +80.0 +80.0 460.0 +00.0 +80.0 +00.0 0 Q Pressuro •60.0 -80.0 -60.0 Ao.o -6o.o -60.0 -6o.0 -eo.o •00.0 eo.o -6o.o .60.0 (n dd Head 6 SBI C3+1 C3.1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3*1 C3+1 G3+1 C3+i m 2 Jamb 5 5 5 6 5 5 5 6 5 5 5 5 30 P•hcok 7 7 7 7 7 7 7 7 8 6 B 8 FIG 1: O z Design +80.0 +60.0 +60.0 +80.0 +60.0 +60.0 +6o.o +80.0 +60.0 +60.0 +60.0 +60.0 OH LENGTH 00 J Pmseum -60.0 -80.0 -00.0 50.0 -60.0 -60.0 -60.0 50.0 -60.0 50.0 -00.0 50.0 N � W Head&Sill C3+1 C341 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 THE OVERHANG (O INSTALLED WHERE LLL OZf Q THE OVERFIANG(OH)RATIO IS EQUAL -I LTJ M Jamb 5 5 5 5 5 6 5 5 5 5 6 6 TOORMORETHANI ISEXEMPTED L.L 38 P•hook 7 7 7 7 7 7 7 7 8 8 8 8 oI FROM WATER INFILTRATION m LLI Design +80.0 •80.0 +80.0 +80.0 +60.0 +60.0 460.0 •80.0 +80.0 +80.0 +60.0 +80.0 w RESISTANCE.THE OVERHANG RATIO (¢" r- J Z y O = SHALL BE CALCULATED BY THE 0$1 Pressure .60.0 50.0 -80.0 50.0 -80.0 50.0 50.0 50.0 50.0 50.0 50.0 50.o W O FOLLOWING EQUATION: J Head d SBI C3+1 C3+1 C3+1 03+1 C3+1 C3+1 03+1 C3+1 C3+1 C3+1 03+1 C3-1 - m )- Jamb 5 5 6 5 5 5 5 5 5 5 5 5 OH RATIO OH LENGTWOH HEIGHT o: H LV 42 P-hook 7 7 7 7 7 7 1 7 7 B Design 460.0 4e0.0 400.0 +00.0 +800 +60.D +60.0 +60.0 +80.0 +80.0 +110.0 +80.0 Ln C7 Ui z Pressure eo.o 50.0 50.0 50.0 -Bo.D -00.0 50.0 50.0 -80.0 50.0 50.0 50.0 Head&SBI 03+2 C3+1 C3H C3+1 C3+2 C341 C3+d C3H C5+2 C3N C3+1 C3+1 LU Z O Jamb ti fi 5 5 6 5 5 5 5 5 8 5 cf) < Q 48 P-hook T 7 7 7 7 7 7 T 8 8 8 B O A Design +80.0 +60,0 +00.0 •eo.o +60.0 +80.0 +60.0 +60.0 +60.0 +80.0 460.0 +60.0 Z Pressure -80,0 50.0 50,0 50.0 50.0 .60.0 50.0 50.0 50.0 50.0 511.0 50.0 (D Tj V Relnrorcements Requlrod,(See Parts on Sheet 10) GlessT e, m � } Interlock LocklFlxed 9111e Astragal Aslmgal Atldon Top!Bollom Rell (See Sheet 1) Standard Parl#20 Part#20 Pad#26 pall 30 Parl#28 B Thermal-Opllon Parl#28 P.027 PON 27 POrl#30 Part#27 B,C SW I TABLE KEY: b ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN. cel v: i PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE 1, d o SHEET FOR COMPLETE ANCHOR LIMITATIONS. O p NOW PANEL FRAME A TOTAL#OF ANCHORS CLUSTERED THROUGH THE HEAD&SILL AT EACH WIDTH 910E PANEL MEETING POINT.(EX:FOR 03+1,3 ANCHORS REQUIRED AT PANEL 0M ��MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). Head 6 Sill C3+1 Jamb 5- TOTAL#OF ANCHORS THROUGH THE JAMB. 24 P-hook 8 __ r%ODUCT hYYIII TOTAL II OF ANCHORS THROUGH THE P•HOO K Design +100.0 n".Plying eNY tM Ill Pressuro .100.0 THE MAXIMUM POSITIVE OF AT THESE ANCHOR QUANTITIES.ADDITIONALLY, Bddiy Dem THE MAXIMUM DP FOR THE SILL HEIGHT MUST ALSO BE CONSIDERED,SEE Ee11= I TABLE A,THIS SHEET. Espi.thr Der I J NOM.PAN FRAME WIDTH r WIDTH #OF PANELS THE MAXIMUM NEGATIVE DESIGN PRESSURE AT THESE ANCHOR QUANTITIES. WkeJ DeG ".dewria � \ 5.875' 5.675' ___._ 3000 1.695 •-� 1595• ..... ►I ,.57D• Imo- .3D r- r- r i��O� t .too• -._ � I( 11 O 1.e+z ��i 8+sea 24 REINFORCEMENT +.aa5 ,25- - .100' �,U.,� 1 dfT-IrIC,_J COVER .t+o• 2.833' f_ .300' 2.768' .400' 2.766' � � L!-ULm I I- RIGID PVC 2.36V2 TRACK I{ RIGID PVCEAD/JAMB RIGIDA IG DAPVC ILL 122 -�-1 � ,125• .120• -•-{h-.tat' •120' _...I I!-.182' r 8.256• I 2.667•-�{T . e.25o• -I REINFORCEMENT FORCEMENT TOP BOTTOM TOP BOTTOM INTERLOCK.300 INTERLOCK.400 - i. _ PLATE 2fi AND STILE © AND STILE ZB REINFORCEMENT REINFORCEMENT i. 1.912 LJ IILOf��'1� �I(LO q� 6005-T5ALUM. REINFORCEMENT REINFORCEMENT 6005-T5 ALUM. 6005-T5 ALUM. ❑�❑.too' ❑�� rO-I =J�([��1-�Io�=g t ems' 6005-T5 ALUM. COMPOSITE I f 1 ��UUUJJJ �LoLL�LL�ILf1- LL9J _L 2.511 3 TRACK O RIGID PVC EAD/JAMB ®3 TRACK SILL _.080• �- 1o.625" �{ RIGID PVC 309• 1 I 10.635' 3.483' _ 0 x`_rJr� ��QFI � � o O O .,00• � 9 ( oso• �I ..____ 16 fpm❑ ❑ ❑ 1.812' f 1888' 125' 2.42.11 4.635' ` J 4.279' UI,�n .16 �Ga7 r� 7�i]r�-�(��r- [ a 1 J ❑ -._.1U D l2.,4, I 1 RIGID PVC 4 TRACK EADIJAMB 4 TRACK©RIGID PVC ILL zest• I L -•12s e y v � 1675•�....-... 1.000• .Soon Imo-.540' � r 930• �-.550• � - J40 p p ®REINFORCEMENT ON 31 PLATE RCEMENT 35 ADAPTER K 36 RIGIPVC L ADD-ON 3© AND BOTTOM RAPANEL STILE, L } { 7. .849'IU.+-QUI --�F--.062• .125" .301 �. .062 r --il o6z 6005-T5 ALUM. 6083-T6 ALUM. RIGID PVC RIGID PVC FRAME SCREW ANCHOR PLATE TRACK INSERT KEEPER BOTTOM RAIL "{•675-I-- .s75•I- --j+.0201-- 1.343'OC OVER ®6063-TB ALUM. 6063-T6 ALUM. 10 6063-T6 ALUM. 11 SUPPORT �t os2 a2" 1.308 Z"I 7'593" I" RIGID PVC 60G3-T6 ALUM. 1.gs3• 1.993' 1.627' Oso 1.487' _ 062' 1.-035' 1.613" 1.467• 'I 1�"'. ff� - I"' -1 I I❑ L i r .320' .05 U-tj=- 1' y T-=y I T -�--- � Y1 1510• •080' 90 BTtp-p RASOX EEN 91 BOTTOM RAIL BOXSCREEN 92 SDE RAILEN93ASTRAGAL BOX N @ BOX SCREEN OXO ADAPTER .062'' .080' .055• - .050•- .. 8063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. ADAPTER 6063-T6 ALUM. 12 OUTER OVER SILL 13 COVER SILL 14 14 ADD-ON BOX SCREEN SILL 15 TRACK SCREEN 16 AND JAMB ADD-ON �^�^� 1.081• I�-�I-1.081 6063-T6 ALUM_ g55• I qt 045' RIGID PVC RIGID PVC 6063-T6 ALUM. 6063-T6 ALUM. RIGID PVC -T �»11.202• .075,.778 .778• .816'[� _I__«ll-782• 1 } .[-- r{-,.665• 050' .094'J Ih'- -^II �- I•+-2.960•� .050"-- - 2.975' 1.853' I STD.SCREEN STD.SCREEN O STD.SCREEN O FIXED PANEL CLIP 3.464• 4'041` 110 TOPIBOT.RAIL 'tt SIDE RAIL tt3 ASTRAGAL 00 6063-T6 ALUM. � ggF 2.687• 5.,78' � t.ea3 I 6063-T6 ALUM. 6063-T6 ALUM. ADAPTER _ dm+el lIz44 vh3 Ka l4trYr 1 060• I 6063-T6 ALUM. b*- .080' .060• - .060` .L .100•-yl \\1111111f177 6.gft' Nsf.p D .OZ Rarbod8y. Oafs ReNabe: d:LOLvIFi� SILL RISER SILL RISER SILL RISER P•HOOK ADAPTOR p-HOOK Mom :� Off\ ''' �R �' n_� �6063•T6ALUM. ©6063-T6 ALUM. ��NSF J.R. 03/18/15 N/A THISSHEE 17 6063-T6 ALUM. 16 6063-T6 ALUM. 19 0 21 6063-T6 RaNaedey. Data ReNsbn: ^�D4dr ALUM. Q ' 50705 J.R. 11/05/13 N/A THIS SHEE 0esatp8.: I tkvwn ey. �,.zs+• +.2s1• 1.ze+• +.506' �'- &: 6 (� �S W, PART DETAILS J ROSOWSKI .210• .252'--�Il l�t- .173'A "�' �•f 5'fA�L Deta: .125• FIGR\n.• � 1070TECHNOLOGYDRIVE TMs _- _T '. �F fie; N.VENICE, 34275 VINYL SGD INSTALLATION GUIDELINES 11/18/10 © OX 1520 1-1/16"BEVELED BEAD 9 1-1/16"OGEE BEAD 80 1-3116"OGEE BEAD 45 P-HOOK REINFORCEMENT '7T.SS/ON \\` NOKOMI•3,FL 34274 su-0udnkew; s��e: snoee D owUp No. per. ORIGIDPVC �RIGIDPVC �RIGIDPVC OPLATE A.LYNN MILLER•P.E. 557OI277O NTS 10 OF 13 MD-SGD570-01 C 6063-T6 ALUM. P.E.958705 CERT.OFAUTH.#29M Pert# PGT.# Description Part# PGT.# Description Part# PGT.# Description `\�oC'l 1 619001 2-Track Head/Jamb 50 419042 Frame Header Block Box Screen `Z;'•�\Octd9[ i 2 619002 2-Track Sill 51 48052 Roller Adj.Hole Plug 90 612256 Screen Top Rail 97I05 3 619025 3-Track Head/Jamb 52 41735 SGD Panel Come-along 91 612257 Screen Bottom Rail = No 4 619026 3-Track Sill 53 41736 SGD Panel Come-along Comer 92 612258 Screen Side Rail-Lockstile / (0 IS / Z: b t 5 619027 4-Track Head/Jamb 55 71696 Dust Plug 93 64344 Screen Astragal gt tE 0 6 619028 4-Track Sill 56 44385 4 Hole Bumper Stop 94 617349 OXO Screen Astragal Adapter %�O�'• �LOa\�P C1�` 7 619009 Frame Screw Cover 58 819037M Fixed Panel Clip 95 64428 Screen Double Interlock �'�;,CSg101\l��<•` 8 619031 Anchor Plate 59 71696G SIII Plug 96 617347A Screen Bug Flap A. EN MI •P.E. P.E.0 68705 9 619007 Track Insert 61 76X38PPTX #8 x 3/8"Ph.Pn.TEK Screw 97 41816K Screen Keeper Spacer Set CD 10 619029M Aluminum Kee er 62 78X34PPSDAX #8 x 3/4"FI.Ph.TEK- S.S. 98 720XiX 1/4-2D x 1"S.S. 9 11 619036 Bottom Rail Support 63 761PSTX 48 x 1"Quad-S.S.. Be 720X112X 1/4-20 x 1-1/2"S.S. 0 a U o) 12 619006 Outer SIII Cover 64 761 PDX #8 x V Pn Quad-S.S. 100 71793G Wstp,.270"x.150"-Fin Sealr Q 13 619011 Sill Track Cover 65 70X114PHPT41OX #8 x 1-1/4"Ph.Pn.TEK 101 78RAZ Standard Roller (1) ` CD - 14 619039 Box Screen Sill Add-on 66 710X1PPSDAXX #10 x 1"Ph.Pn.TEK-S.S. 102 7SRAX Standard Roller- S.S. 0 15 619012 Outer Screen Track(Standard Screen) 67 71OX115PPX #10 x 1-1/2"Ph.Pn Keeper Screws 103 7LOCKWGS Screen Locksel o LLI Z 16 619038 Box Screen Head and Jamb Add-on 68 710X2PPX #10 x 2"Ph.FI S.S.Screw 104 41818K Screen Lock Keeper Spacers I j J 17 619022A Sill Riser-(DP60) 69 710X212PPDAX #10x 2-1/2"Pn Ph.Tek S.S. 105 7SDKEEP Screen Lock Keeper W W CO 18 619023A Sill Riser-(DP80) 70 712X112PP #12 x 1-1/2"Ph.Pn.A Standard Screen O 0) j LL. 19 619024A Sill Riser-(DP100) 71 GE 7700 Silicone 110 612033 Screen Frame-Top/Bottom Rail N 0 O 20 619032 P-Hook Adapter 72 Dow Coming 995 Silicone 111 612026A Screen Frame-Side Reil(Latch) LU = Z r 21 619020 P-Hook 73 71726K Neoprene Setting Block 1"x4"x1116" 112 612033 Screen Frame-Side Rail p 1- O 153T 24 619014 Reinforcement Comer 74 Metal Spacer-9/32" 113 617363 OXO Screen Astragal Adapter Q Z ~ 25 619030 Reinforcement Plate 75 Urethane IG Sealer 114 64853K Vinyl Astragal Q F- 26 619D17M Tap,Bottom and Stile Relnf.(Alum) 76 Sflicone-Foam Super Spacer-7/16" 115 617356 Screen Sill Adapter U) Q Z 27 19046 Top,Bottom and Stile Reinf.(Comp.) 77 Hot-melt Butyl 116 8FP95K Bug Flap W00 (n 28 619010M Interlock.300 Reinforcement 78 619010 1-1/16"Beveled Bead 117 7R42DK Rhet - O 1-' Z O 29 619013M Interlock.400 Reinforcement 79 619015 1-1/16"Ogee Bead 118 74X1 PA #4 x 1"Ph.Pn.SMS C 8 tT Q 0 30 619019M Astragal Reinforcement 80 619016 1-3/16"Ogee Bead 119 78X112PSATS 48 x 1-112"Ph.Pn.SMS A Z O 31 619035 Reinforcement Plate 81 Cardinal XL Edge Spacer 120 41703N Screw Boss Bushing x O n 35 619005 Interlock Adaptor 82 62139 Ogee Vinyl Muntin 121 712027 Comer Key Wheel Assy.(Standard) J a Z 36 619008 Astragal Add-on 83 63609 Insulated Glass Muntin-Horizontal 122 71202788 Comer Key Wheel Assy.(S.S,wlbeadng) m j 37 619004 Panel Stile,Top/Bottom Rail 84 4CONN I.G.Intersection 123 41805K Screen Handle 40 718609 .187 x.200 Finseal(Stile) 85 7558K I.G.Gridlock Cllp-7/16" 124 41806 Screen Handle Slide 41 71695K 1-1/2"x 1"x 3/4"Fin Seal Dust Plug 86 7560K I.G.Gridlock Clip-5116" 125 704/68 Screen Latch Assy. 0 B 42 419041 Interlock Clip Comer 126 7SNKPN Screen Keeper qqqq �A 43 "76153X Tandem S.S.RollerAssy. 127 61893K Serrated Screen Spline-.145" � H 44 78153N Tandem Nylon Roller Assy. 128 61692K Screen Spline-.165'• (so 45 619043 P-hock Reinforcement Plate 129 61694K Screen Spline-.150" �z4z 46 710XI26FPSDX #10 x 1-1/4"FI PH SMS L130 61816020 Screen Cloth NOTES 1)SEE SHEET 10 FOR MATERIAL TYPE AND DETAILS. rkODUCT kFV IDED u complying web 1►e Flo144 aYWlq Code h—PI.—NO f ri-O U •eZ Eapinlloa DereLI 11 G A�inl Dade MI CwKw1� TYPE STANDARD REVERSE TYPE LEFT HAND POCKETS LEFT HAND POCKETS TYPE K 2P2TA M L D M' A 1P2T M 6P3T R F g P d `--''_`_331 K 2P27 M P X X OXXXXo SO d M as XO A L D S D K T 2P2TB A F km F-LJ DS 3P2T - P R M 6P3T M pXx OXp OXO S C d K 3P3T B F D 3P2T N 0 F F L 0 %%X hM--L """" NOT AVAILABLE A M F �p�XXX 8P4T R KB g F 3P3T I� A �L� 4P4T B F F oo LA M F F}�— mss",-•, B B �-A 0 )COO: 8P4T %%7f O?OC A D K 2P2T B F ..... � C _M tom•• XXXXXXXX 31:13TM as � sr_ o....;.....a> .�,..„ri A u B F ��xxo 4P2T xxx �-'--cs'--.»...,o d M 4P2T l—�-• M NOT AVAILABLE XXXX OB C� 6P3T F L D e F 4P2T 2,KK1 � d M NOT AVAILABLE X7CfXXX C •�M D K 0 F B F 8P4T B F A M C M 4P4T J J M A U U X%YOL50tXX DS OS SD SD�7 A,-„Ca NOTES XXKX XXXX 1)MAXIMUM OF(B)EIGHT PANELS UP TO 96'FRAME HEIGHT. D K 2)MAXIMUM OFS OVER 96'FOUR AND UP NEL CONFIGURATION FOR FRAME A u.. 3)MAXIMUM ALLOWABLE FRAME SQUARE FOOTAGE=292.625 FT' 4P4Tn2m==j 0 P R F FOR DOORS WITH A MAXIMUM FRAME HEIGHT OF 96'(REFER TO TABLES 2 AND 3 FOR MAXIMUM PANEL WIDTHS). U r nvpfybtg with The"orw DS C OYIdUIg Cwle kw m.a !7� n No i CLA H'b1,Q 2. t/ Rovbod0y. aaie: RONebn: Ecpintbn xXxp L D p L D \,:��111LYNNAf7i��/ J.R. 03/18/15 NIA THIS SHEEJ erltlD rmd - F F R B INTERIOR \�.•' VGENSp '•.• P RaNaadey: pate: ReNytxl. i1Lri Drdc C'auiiW 5P3T R NO Nd P x: NO.58705 Yti J.R. 11105!13 N/A THIS SHEE OXXXO SCREEN OXXXO NO ® Drawn 0y. F L d A h1 B EXTERIOR U;V f a I�t r° SAMPLE CONFIGS AND PANEL NAMES J ROSOWSKI L D �•'(�'��j 6P3T �� A V �Q TATE F ;' 1070TECHNOLOGYORNE TV.., gala NO NO 'L�,(�• j=tURtOA.•'• ��'•: N.YEA'tCE,tY 34776 SCREEN XXXXX SCREEN ''r�...... -��", NOP.O.BOX 1529 XOM(S FL 34274 VINYL SGD INSTALLATION GUIDELINES 11/18!10 rdr1IYNNMILLA RE, amolryl Na i R— P.E458705 CERT.OFAUTKB'29200 5570/2770 1 NTS 12 OF 13 MD-SGD570-01 I C DOUBLE P SINGLE FIXED F SINGLE SINGLE C INTERLOCK ^^^^ ASTRAGAL INTERLOCK LOCKSTILE INTERLOCK INTERLOCK R FIXED SINGLE H SINGLE SINGLE SINGLE M LOCKSTILE CI ,� . ,C] DOUBLE LOCKSTILE INTERLOCK INTERLOCK INTERLOCK INTERLOCK T ASTRAGAL FIXEDI` SINGLE J LOCKSTILE ASTRAGAL (BOX OUT) OUT LOCKSTILE K INTERLOCK LOCKSTILE SD SINGLE DOUBLE T ASTRAGAL FIXED U ASTRAGAL INTERLOCK INTERLOCK (BOX IN) IN LOCKSTILE (BOX OUT) OUT LOCKSTILE A DOUBLE F—L- LOCKSTILE S FIXED ASTRAGAL U ASTRAGAL LOCKSTILE INTERLOCK (BOX OUT) LOCKSTILE � OUT (BOX IN) IN lJ ASTRAGAL , ,C1 LOCKSTILE S FIXED ASTRAGAL SINGLE (BOX IN) LOCKSTILE IN A INTERLOCK LOCKST{LE DS DOUBLE SINGLE INTERLOCK INTERLOCK L SINGLE ASTRAGAL SINGLE (BOX OUT) INTERLOCK �—�- OUT D LOCKSTILE INTERLOCK NOTES 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 2-4 FOR ANCHOR LR ASTRAGAL SINGLE J ASTRAGAL LOCATION 3)SEE TABLES 22.3 NG. LOCKSTILE .3 FOR REINFORCEMENT REQUIREME(BOX OUT) OUT INTERLOCK (BOX OUT) OUT 4)CONTN000SANCHOR PLATE,ITEM AO, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. N ASTRAGAL SINGLE J LOCKSTILE ASTRAGAL (BOX IN) IN INTERLOCK (BOX IN) IN r1KODUCT kGYRXD C SINGLE ASTRAGAL .....Nyle-Hr a.rlrer. INTERLOCK IN \ �� R.4w ayr 0M.: RwWw; Ampl.."s (BOX IN) \.�``��(NN Mph ��i, a uirP+K�ia ow�� 2�o1L J.R. 03/18/15 N/A THIS SHEETe ( L� �1�.•' \DENSE 3; i Rev6etl Br. Dale: RnWM: !(ILEI W& wl B SINGLE SINGLE INTERIOR :: s INTERLOCK INTERLOCK {c: r1D T0 J.R. 11!05/13 NIA THIS SHEET EXTERIOR lu ® AP NEL TYPES J ROSOWSKI �a IS : .' SE OF 1070 TECHNOLOGYDRNE illt.: Dnm: SINGLE ;gyp;...SF�on��F'��O, N.vENicE Ft. VINYL SGD INSTALLATION GUIDELINES 11/18/10 M LOCKSTILE �F �;` NOKOMIS,FL 34274 INTERLOCK -, `SSIUI\!I`� ,\ so.�B""a°a: sem'°: s"°°c °,°.mBN°. R°,- ht LYNNMII:LeIZ,P.E. 5570/2770 NTS 13 OF 13 MD-SGD570-01 C P.E.a 50705 CERT.OFAUTH.#29295 RECEIV7D DEC 011015 MIAMI•DADE p 1fIAMI—DARE COUNTY,FLORIDA o ®P y PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Strect Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3152599 NOTICE OF ACCEPTANCE (NOA) www.nilanildaaegov/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 Miatni—Dade County Product Control Section that this product or material fails to meet the requirements ofthe 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 08/29/1 lwith the latest revision dated 01/29/15, signed, sealed and by Anthony Lymi Miller, P. E., bearing the Miami—Dade County Product Control Revision Section 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", 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 E-1 and E2, as. well as approval document mentioned above. The submitted documentation was reviewed by Jaime-D.Gascon,P.E. NOA No.14-11051 &1AM11-DADECOUNTY ! s 4 Expiration Date: May-26,2016 Approval Date: February 12,2015 2 X115 Page 1 1 1 PGT Industries,Inc. ' NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NDA 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 thiu E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, 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 fniancial interest, conformance to and complying with the FBC 5at 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 Supervisor. aime D.Gasco ,P.E. Product Control Section Supervisor NOA No.14-1105.01 Edpiratimt Date: 1vIny 26,2016 Approval Date: February 12,2015 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 4. Laboratory addendum letter for Test Report No. 171-6443, 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. PTL-6443, issued by Fenestration Testing Lab, Inc.,dated 02/28/11,signed and sealed by Marlin D. Brinson,P.E. (Sctbntitted 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 wider previous NDA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 134815.05, issued to PGT Industries, Inc. for their"PGT Seizes 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 Expiration Date: May 26,20]6 Approval Date: February 12,2015 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERALNOTES: NON-IMPACT OR LARGE AND SMALL ® n MISSILE IMPACT-RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TOANYANCHORS REQUIRED FORTHE x�i3 FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL IX OR 2X WOOD BUCKS IF USED, GENERAL NOTES........... 1 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS...................... 1 ELEVATIONS FIGURE 1: ._..._._................_.„...1 MULL TO 2X WOOD........... MULTIPLE FOPENING WIDTH FOR VERTICAL MULL ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL 701X 8 MASONRY_........2 gY i MULLIONS INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATWG'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES_._.._.....__2 d SEE DETAILS RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. MULL TO MASONRY_._.....-._....._.3 A-D,G,H; SHAPE MULL SHEETS 23 MULL TO STEEL STUD...._........_7 8 m 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL..._.__._.__.__._._3 I F i j�Z DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN LJ180.THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPECS.............._._._._3 ''� lL 17 �� IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAYALTMULL INS cLIAs___._.._._..4 0 BAY MULL INSTALLATION....._.......A LLJ N\ 4 PROPER SEALING OF ENTIRE ASSEMBLY IS THK RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 SPECS 2 x.126 MULL SPECS...............& � W 1X2X.376 MULL 3P9...„._._._6 / \ INSTRUCTIONS. I X 2.75X.375 MULL SPEC&..__...7 (n \ 1 X 2.75 X.65 MULL SPECS._........8 Z '7 SEE DETAILS / \I 1 X 3.125 X.500 MULL SPECS..__..9 W O A THRU G; I 1 / III / 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND cc C3 F SHEETS 2.0 _ I L I _ \SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4X.125 MULL SPECS„_.........10 f= c•') __ ONLY TWO ADJACENT UNITS AT A TIME WHEN U91N0 THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1 X 4 X.a75 TUBE MULL SPECS....11 F Q I I SHEETS 23 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY. 1.26 X 3.168 X.286 MULL SPECS 12 OPENING 1.25 X 3.25 X.100 MULL SPECS 13 Z 51 ES, MUL�• HEIGHT 8)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUNDUP TO THE NEXT SIZE SHOWN ON THETABLE(S). 126X3.25X.624 MULL SPECS. 14 FOR 125 X3.94 X.824 MULL SPECS__.15 LENGTH HORIZONTAL 2 X 4 X 26 MULL SPECS.._...._....18 Z MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS.MUST Q Z SEE DETAIL E 2 X B X 26 MULL SPECS.............17 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT SHEETS W AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 128 X 2.11 X.125 MULL SPECS.._10 30•X 3.26 BAY MULL SPECS......19 H- Q REACTIONS. 46'X 3.26 BAY MULL SPECS..._..,.20 Q O Z N � MULLION&CLIP DIMENSIONS......21.23 (--• z 080 FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NOBS;ANSVAF&PA NDS FOR WOOD CONSTRUCTION; EXAMPLES 1&2.._„...„...„_,.„_.....2d PRODUCTS MAY ADM-ALUMINUM DESIGN MANUAL LOADING EXAMPLES..._...___.25 fA BE OF ANY TYPE wMUST BE W / MANUFACTURED 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING F- BYPGT• CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH U Q O PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. C<L Z�0 5) /SEE DETAILS 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. � Ix I HORIZONTAL SHEETS FF^--- Muu sxEETs 2a 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING LENGTH HORIZONTAL WIDTHMEIGHT 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'IMANGULAR/TRAPEZOIDAL', PRODUCI•RBVISBD m--lying With the Florlds MULL i I^HORIZ.MULL LENGTH—•-I 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT')FROM TABLES 1A THROUGH 18A,ON SHEETS 6 THROUGH 20 RESPECTIVELY,USING Bundleg Oodc F—OPEMNO WIDTH— 'I LENGTH I` I I THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE Ao ol-No 09,MULLION CAPACITY(LBS/FT')OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE OPENING OBTAINED IN ;D f� OPE W. Y STEP 1). -- �L�•� HEIGHT '. edc Product Control OPENING M LL FOR 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE W THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE j r/ HOR17 vE T. REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TOATTAIN THE FULL MULLION CAPACITY. \1111 L 111// HEIGHT r� LENGTH MULL �` TH 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE `�a0.. ....N IIL LL ANCHORISUBSTRATEIANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR P*,••' UCENsF CAPACITY IS MET. �I OPENING WIDTH N0.58705 SINGLE MULLION SINGLE MULLION FOR VERTICAL MULL 7)IF THE MULLION CAPACITY(LBSIFT'1 OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSfM)FOR THE — , �FORVE N WI ATH OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA”TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS -0 �q UJ VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE '�•• SEE CORRESPONDING DETAILS MULTIPLE MULLIONS '1 17E �� :•(C/�` FROM FIGURE 1 ABOVE, 8)VERIFY THE DESIGN PRESSURE RATING(LBSlFT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION 11, •••'�<pRIDA„••' �� CAPACITY(LBSIFT')OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION Ss '•O PRODUCT ASSEMBLY. i n 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. ` A.LYNN MA.1L��i,\P.E. FL P.E,I(68705 DETAIL A: DETAIL B: MUn:HEN cT O MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X TYP.ANCHORx4 OR WOOD FRAMING WOOD BUCK AND MASONRY SEES SPER EE IB-1aB (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN)MULLION I 6 I I SEE SHEETS ° °b I I MIN 2.7 KSI •••'• •',• EDGE ERMER THE 1 I I 21.23 FOR HOLE d I I I CONORETEORCMU i• I DISTANCE, j T LOCATIONS I F----'-SEE SEE TABLES OFFSET MULL ° ° I EDGE o 1 I EDGEDISTANCE IB-les Tn CLIP MAY BE I DISTANCE ° 1 ° FOR MASONRY W Q p 0 INSTALLED BY da 11 FOR WOOD I I I ANCHORS m m 0 I" THIS METHOD. ° ° SCREWS �tA•MAX FOR °°d 1 I SIDE VIEW F Z J ALL MULLIONS d O J EITHER THE F d 4 ° d° OFFSET MULL ? L+ d ° CLIP MAY BE � ae�} INSTALLED BY d °° EXTERIOR ° THIS METHOD. J � z °d EDGE Q z 4 d ° d DISTANCE 4 e ~ Z Q ` O ° 4 FOR 4d 0 �j MASONRY Q O O THE OFFSET CLIP'S ANCHORS ° RECOMMENDED FOR °d FIN-FRAMED ° m EXTERIOR WINDOWS,BUT MAY UJ Q ALSO BE USED FOR 9 F OTHER FRAME TYPES. V Z Q O 0 a _p@ z�0'0 TYP.ANCHORTYP.ANCHOR TYP.ANCHOR PERSUE TRATE, PERSUBSTRATE, PER SUBSTRATE, SEE TABLES 18.188 SEE TABLES IB-fee SEE TABLES 10.168 EOGEMNO BUCKSTRIP DISTANCE AND SEE TABLES ATTACHMENT EMBEDMENT BUCKSTRIP IB•18B T ••' :` •, BY OTHERS, AND EMBEDMENT' SEE NOTE I. ATTACHMENT I ,• SHEET I. BY OTHERS. •• ti .. .. SEE NOTE 1, , •' SHEET I. • MIN 2.7 KSI CONCRETE OR CMU PAODUCTREViSHD SIDE VIEW FRONT VIEW Bw nT C"bdotvhhtha Flodde FRONT VIEW Acapl®coNo 4- A , Da 2 INSTALLATION NOTES: IAIZI ado P'oduel Contru 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2)QUANTITY OF ANCHORS AND MULLION ONLY. ECAUSE HE ANCHOR CAPACITY 51 BASED ZE SHOWN ABOVE ON THE FANCHOR OR�O ANCHOR DIRIAL STANCE,THETATION . Ile CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE P;• NSF ;F•P FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED, * No.58705 ';T1• 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. _,O !/ 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL G SHEET 3 6)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI•DADE COUNTY APPROVEDORION ELCO ULTRACON OR ELCO 1/4'S,S.AGGREGATOR MASONRYANCHORS. " ,, ��v �S/� 'A.%Y I�.�ER,P.E. FL REN 56705 DETAIL E: ® ^ MULLION TO MULLION DETAIL C: —t .126•MIN. R INTERSECTION NOTES: 1 5 MULLION DIRECTLY ATTACHED TO G, a MULLION (U-CLIP) • MASONRY STRUCTUREio 1)MAY BE INSTALLED IN'TEE•OR'CROSS' �� o (STANDARD CLIP SHOWN) N �� INTERSECTIONS. i�s �x4 2)MAY BE INSTALLED HORIZONTALLY (SHOWN)OR VERTICALLY. EITHER THE I TYP.AN STR N • I PER SUBSTRATE, u1gm stAND,wD SEE TABLES tB-t3BL 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 Ills/WL--) OFFSET MULL i i TOP VIEW FOR CORRESPONDING MULLION. O h CLIP MAY BE I Q EDGE DISTANCE MUWON INSTALLED BY It I I II e' FOR MASONRY W THIS METHOD Iq` I I I ANCHORS VARIES-F---•i J 02 STEEL SCREWS, _ I I I SELF•DRI W NG OR PREDRILL U) e \ MULLION AND USE SM, W O O cc m O F EXTERIOR 4' e s MULLION I=— Z O 4 , O 7 EDGE DISTANCE a THE OFFSET CLIP IS _ �� 5 FOR MAB.NRY v RECOMMENDED FOR / Z U2 ANCHORS < FIN. BUT LINTERSECTION tl a WIND OWS,BUT AIRY [79 ALSOBEUSEOFCR UCLIP z 8' e A OTHER FRAME TYPES. EXTERIOR Z PER SUBSTRATE, d _ ZQ Z SEE TABLES tB-130 Q F Z pO O TFR SUB TR SEE SHEETS CATI OR BUCKSTRIP PER SUBSTRATE, HOLE LOCATIONS AND SEE TABLES 1B-138 FRONT VI EW ENDO W ATTACHMENT DISTANCE H N S2 2 8Y OTHERS, SEE TABLES EMBEOMEM SEENOTE I, 1B•138 (J Z Q O O ', ' '. a SHEET 1. EDGE G. fn • •,. ., • DISTANCE MIN 2.7 KSI CONCRETE OR CMU SEE TABLES SIDE VIEW }� _ MIN 2.7 KSI CONCRETE OR CMU 10.138 ❑$ � FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: STRUCTURE 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. / TYP.ANCHOR A �PER SUBSTRATE, \ / SEE TABLES 18.138 ODUCf REVISED 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION 0. SEE SHEETS ® aompiylnB%vhh the Florida ONLY,BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR uHdlnSODdc _ CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE LOCATIONS FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. Date 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. . `` MULLION ® -- _ •Iima1 ad*Pcoducl Conlin 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3• ® 11 I I I 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI•DADE COUNTYAPPROVED EDGE ��`� ONY LYNN ELCOULTRACONORELCOI/4'S.S.AGGREGATORMASONRYANCHORS. FOR STEEL STUDS THINNER THAN SEE TABLES �`�••""•"'••�>�( FRONT VIEW 18 GAAND COMPLIANT WITH THE FL BUILDING tB43B P�••' 1.ICErYSF•,•(�P�� CODE,A 2X WOOD BACKER MUST USED. : ATTACHMENT BY OTHERS. NO-58705 EXTERIOR USE WOOD ANCHORSPECS SIDE VIEW NOTES: 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD '��.C1•-. STTEp �5,� <(/ ANCHOR VALUES MAY BE USED. '.ass•:�<ORIOP,,,•'�•�� 2)SEE CORRESPONDING MULLION TABLES, �"'TONAL SHEETS 6.20,FOR QUANTITY OF SCREWS. A.0NN MIILILW,P.E. FL P.E.#58705 DETAIL F: DETAIL G: DETAIL H: � FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) ' o SEE DETAILS A.G. H`Y SHEETS 2 AND 3 FOR INSTALLATION 30*OR 45' .- ILI TOSPECIFIC SUBSTRATES. BAY MULL yy MULLION N (I O Z E' er r Q Q N O O O O O O O O 111 O o TOP VIEWg B N SIDE VIEW I LU V a SHOWN WITH 1'X 4•x.126• TOP VIEW MULLION I 1 I Z J EXTERIOR I I TYP.ANCHOR F I I I I I PER SUBSTRATE. 7 V m g I I SEE TABLES 15B OR 188 Z STANDARD MULLION CLIP TYP,ANCHOR I I I ♦- MODIFIEDTOFIT FIELD 1 PERSUBSTRATE, 1 EXTERIOR U) Z CONDITIONS SEE TABLES 18.148 �,,� I I Z 12•X6'ANGLE CLIP, I"" Z Q p1 I I I 2 PER MULLION END,MUST BE 0Z MULLION j I I to I I INSTALLED INSIDE OF BAY MULL. I U) I J H 4 Y 2•%6'x.125' I I ANGLECUP, U Z Q3 I I 2 PER MULLION END, MUST BE INSTALLED (�d �� I INSIDE OFMUIL. E go I 8 '-,,_TYP.ANCHOR PERSUBSTRATE, SEETABLES 1B-14B INTO WOOD, STEEL,ALUM INTO WOOD•STEEL. STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIEDIN-FIELD. E ` XTERIOR Y wCE �- ®�� PRODUCT V SBD OEOD{;D AOR �' mwmyiying wqh the lRaldE �-s e A�«d NoS.Os ® ® INTOWOOD,STEEL. O 'b010® ALUM,CMU OR MASONRY EDGE H DISTANCE 101111 PTOdDC( DIfO PER ANCHOR EDGE -�__® 11111111iff PER DISTANCE NOTES FOR INSTALLATION OPTION G&H: NOTES FOR INSTALLATION OPTIONS F: 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. • ,• •.• No.58705 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X 2.11'X.1251 MULLION. 2)DETAIL G:SEE TABLES 1B-140 FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE LOCATIONS. /n "ro ) 2)SEE TABLES 1B-130 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE Q §-AR S ' W� 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. ��(t�s'•.,`,�ORIDP.•''G\= � 4� NAL N Iv�VER,P.E. FL P.E.1158705 TABLE 1A o Mullion Capacity Table Ibefftl 3 OponingWidth(forvenlcalysparWrgmWlorw)orOpening Helght(forhodzorReyr-epamingMullions) �WWW'C a 501. 601n 701. 8oln 901n IOOIn 1201n /40 in 1601n � O Reetmgder Rap/Mang. Redangulx Treplid:mA. Reet.npuler Trap/Marg• Rectanpdu 1np11Ylerg. Reclan(Nlar Treprfrlang. Reclenguler Tnpf[deng. Rectenp,ler riapmten9. ftodengder 11apllltang. RectangNer Trep7Tden9, 1ding x2x.126 LoaLoading Lowing Losdng Loaft Loadng LeadingLeadng LosdnO Loading LoedM L.osdng Loading Loadln9 Lowing Loading L..dn9 Lowing SY 3 O Plum Tube Z. -Prd I Mullion 1� a see9 � m I Nil 8, 1111 1 411 11 ,141 Al g Mai I Lo A21n 111.8 AM 129,6 332 93.2 108 118.6 J25 711.8 !OB 107.8 321 69.9 408 104.4 319 62.1 406 104.0 319 55.9 408 104.0 Me 48.9 405 104.0 310 30.8 406 104.0 319 35,0 408 104.0 319 J W 481n 74.0 312 113.9 288 62A 312 73A 252 53.5 312 67.0 248 48.9M200 8 41A 312 6t.3 244 37.5 312 01.0 244 513 312 51.0 244 28.6 312 61.0 244 23.4 312 61.0 244 _ 50.625 In 83.9 281 70.6 234 533 281 01.5 220 45.6 261 55.7 224 39.922 35.8 201 50.1 220 31.11 251 49.3 219 28.6 201 49.3 2111 22A 281 49.3 219 2D,0 2111 40.3 219 DJ o L Do 541n 62.8 247 67.5 201 43.9 247 49.a 202 [20.0 247 44.8 191 32.8 AM95 29.2 247 31.4 194 25.3 247 35.4 193 21.9 247 30.1 193 1o.a 247 38,1 193 18.4 247 35.1 193 M ~ r0 60 In 30:1 2011 11.2 t70 32,0 200 J5.4 155 200M31.61 Z4.0611 ZI.3 Z00ZT.1 169 IB.2 200 25.9 157 I8.0 200 26.0 168031n 33.1 181 36.3 158 27.0 161 30.3 152 181 20.746 1a.4 1a1 72.8 144 15.5 151 21.7 143 Z 'E 661. ZB.B 165 30.8 142 24.0 165 28.1 138 165 18.034 Z 72ln 22.2 139 23,3 120 16.6 131 19.9 118 139 j Z 76114 1'.11 126 19.7 109 16.7 125 18.8 107 76In 17.5 116 18.2 104 7 Q 03 p TABLE 1B ANCHOR CAPACITY ADJUSTMENT FORMULA: LO coo 0 Anchor Ce eci Table)b6 ANCHOR CAP—-) goy LAmNr 2.7k Corona 3.5A Cao. 00 Ibllow CMO Filled C7AU PT Wood Aleld (DP)X( =ANCHOR CAP.,e,6r18'Eloo 114'SB Eko 5118'Elco 114.88 Elco 910 Sleet 91281661 612 sled MULLION CAP.,,a,,,a• X AnehorCllpPattome 3rI8'EWaUllmcon 111'EpaUilneon y16'EgoUleaon il4'EkoNlmem Ul9mon A99nGalw u@acm AB9rOolor ecian(OS)screx(O5) Bttew(O5) USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED'CORRESPONDING TO AN F'Edgo t' 2-12' 1' 2.12' 3.116• 1' 2.12• 1' 2.12' 2• 3-118' 20.48' OA4' 0.324• XEm1ar4- 1.314• 1.314• taro• r 1414• t-114• t-14• 1.114' 1414• 1414• r far6• tare• wda. ACTUAL PRESSURE REQUIREMENT FOR THE Q .- O O 2Awhm04.7W MIn.O.C.I Bwncud w Oaeet alp(Fig.Ik 390lbs 390@e 450 lbs 890100 6. 1644lbs 270161 280[be 354@1 7401151 374[be 684 lbs 84816. 34111 A421be 6110@1 OPENING,WHEN IT IS LOWER THAN THE MULLION d �O O 4Anch=Q1.19'hih O.C.I StWerd(or Oftel)Cop(FI9.2): 46016.3 700@s WA WA WA WA 380lb. WA WA WA WA WA 682 lbs BBS the 1120IW CAPACITY(FROM THE TABLE)OF THE SELECTED � � �a�R 4Arohua 4D 3-MIB O.C.1(2)215 Angla pips I(Fig.3k 780 Ib. 760@6 meet. 15eo lb. loge@. 5401be 580 lb. WA 760@s 748 Its a80 lbs 1692 rot 882@1 856@1 112016. MULLION.IT WILL YIELD A MINI MUM ANCHOR tl .� •� 2Arorlao 00.45'Mi.O.C.r U{lip,In@.125'Alum.(Fig.4Y• WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 715@s CAPACITY WHICH MAY BE USED TO QUALIFY t AnatrorIFLOD IFIQ.B): 195 tog 1951bs 225@1 44616. 871les 135165 14916. 177@e 370)be tel lbs 332lbs 4731W 170 @s 221 IDs 2801W ADDfTIONAL ANCHOR OPTIONS FROM THE 2Anohaa 1.18'M1..O.C1 F.I'j lFb•81: 215Ies 350@8 IVA WA WA WA 19O lbs WA WA WA WA WA 341 ibs 442160 6e016e ANCHOR CAPACITY TABLE, NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AST STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: I'R DUCr RBYISRD • . • • as enly)yiag with w Nipride 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Dv0dIna 00(k _ rr'• SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --� 1.000• r^ A��1pD o J 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, - FIGURE 3: ' 15ml ado Pro ucI Cantrot 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. 2.000• `A 1)I 1117111 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. i 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 125' ANGLE CLIP MUST BE USED IN PAIRS. \ �[��,• VCENSF•,<<FP�� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED FIGURE4: FIGURE6: FIGURED: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T6 AND BEA MINIMUM OF.125' I - No.58705 * ' • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1'X 2•X.126'MULLION LEAST.126*THICK AND A36.ALL ANCHORS INTO METAL THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 EXTEND-5 SS.OR AT LEAST4 .S CREW THREADS BEYOND = MTE o �S G A.LYNIf VIII L�R,P.E. FL P.E,#68705 TABLE 2A Mullion Capacity Table Ibs/It4 �^ Opening Width(fonerticelty-spemhg mullons)or Opening Height(for hort2ontely-spercing mtlllore) 601n 601n 701n so In 00 In 100 In 1201n 140 in 160 in O Reclagoiar Trap•Tdeng. Rmlenguler TragfdaM Realatgular TrepRdarg. Rectareutar Trepmunx Rmtareuiar TrepTAary7. Reclareular TropRdarg. RectereNar Trap'Tdare. Reclereuiar TropfTdare. R111niplar TuplTdere. d 1 x2 x.375 Loading Letadng LoeCltg Loading Loodkg Loading Loading Loodkg LewittLoading Loadirg Lo dnq Lo.4M LoadIN LcamnB Loatlire Loading Loadlre �y Alum.TubeTH � � � � � T� Q Mullion 2 t�• dP 2 8 3 f@ 1 7 'M H E a W 421n 170.01 020 170.0 435 161.3 662 170.0 478 1247 682 110.0 We 113.6 602 169.6 518 100.8 882 168.0 517 1 90.6, 662 Me 617 75.7 661 1689 617 60.8 682 1699 517 66.7 682 1168.19 617 UJ W 481n 121.8 607 136.0 410 101.4 607 119.2 410 86.9 507 108.7 403 78.0 607 1026 393 67.6 607 99.8 397 Me 607 040 3198 60.7 501 83.0 398 43.4 607 80.0 388 38.0 607 99.0 390 J = 60.625 In 107,7 456 1146 376 86.4 458 198.9 371 74.1 458 80.6 384 69.8 458 61.6 360 57.0 458 81.3 357 61.8 458 Me 356 43.2 458 60.0 Me 37,0 456 60.0 356 324 458 640 358 541n 85.4 400 93.3 336 71.2 400 80.8 328 81.0 400 727 322 63.4 400 07.3 318 41.8 400 64.0 316 427 400 823 314 35.8 400 61.6 313 30.8 400 81.0 313 2e.7 400 81.8 313 m M 60 in 623 324 88.9 278 61.0 324 67.5 210 44.5 324 61.2 264 349 324 46.9 260 34.8 324 43.0 257 31,1 324 420 255 280 324 40.5 253 222 324 40.6 263 19.6 324 446 253 t0 J 66q 831n 67.5 294 57.4 752 448 294 48.2 248 384 274 43.6 241 30.5 294 39.8 237 249 294 37.1 234 20.9 294 35.2 232 224 204 33.6 230 18.2 294 334 230 16.8 294 33A 230 O 66 In 488 266 49,8 230 340 266 424 225 334 280 37.5 231 29.2 265 34.1 218 280 258 31.6 215 23.4 260 29.6 212 146 268 26.0 210 16.7 288 27.7 209 14.6 268 27.7 209 =11 f!)i 721n 38.0 226 37.0 105 30.0 226 32.2 191 257 226 28.4 188 22.5 736 75.0 145 20.0 225 23.6 182 18.0 725 221 ISO 15.0 225 20.3 177 12.0 225 19.6 178 11.3 225 18,8 176 U $$p 701n 30.0 20'1 32.0 177 25.5 202 27.2 173 21.0 202 23.9 170 18.2 203 21.6 167 17.0 202 18.7 185 163 202 184 183 12.8 202 18.7 160 10.9 2@ 16.9 158 8.6 201 16.5 168 � O Z 78 N 283 192 29.6 186 23.8 1192 26.1 185 202 182 22.0 101 17.7 182 19.7 169 15.7 1192 18.1 157 11.2 192 16.0 155 11.8 102 15.2 162 10.1 162 14.4 150 0.19 162 14.2 160 r h Q p 901n 186 144 18.0 128 184 t4q 16,1 126 Z ro O 98N 16.2 127 16.8 113 N to �{ TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: f/) Anchor Capacltv Table Ibs ANCHOR CAP.,,,,,,,,,, W N N 52 Subelrolo: 2.7kCmoreto 3.6LCm.. HouawCMU FlIIodCAfU PT Wood Motel (DPw)X{ )=ANCHOR CAP.,,, S/fe'Elw 1/4•SSEIco 511VEkc 1/4'SSEko 010Slee1 91261eet 012 Steel MULLION CAP.,,.,,,,,. U X Q O O Amlwr Typo:h7801b3 .Ult-on 1I4•Elco Ullman 3II0•Elm Uerocon 1N'Eteo UNacon Anchor Clip Patterns Ullman ApproGata Ullmon A9pe6etor 9arox(05)6amp(66) sown(c5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Oiaknae on): 2-11T 1` 2412' 3.118' 1- 2.112' V 2-1/V T 3.118• 2` 0.46• 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN � � z�,O f/) Embedment M7 1.3/4• 1.3'4' 1-214• 2' MW 1.114• 1.1/4' 1.114' 1.1/4' 1-114` r 1x16` 1-219' wile. ACTUAL PRESSURE REQUIREMENT FOR THE a,40w 2Anahoro 444.75'Mfe.D.C.I SI.Mold a 09.1 Clip(Fig.17 390 Ili, 450 itis 890 IW 1644[be 270 too 200 Ibs 354IN 740174 374 iW 884101 840 IW 341 the 442 11>3 560 ft OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchoro®1.16'MIn.O.C.I Slendard(or O6eet)Cup(FIU.27• 70016. WA WA NIA WA 300169 WA NIA WA WA WA 6821bs 655@s 1120 toe CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anctiore 03'Min.O.C./(2)246 Anglo alpa I(t.3Y. 700 lbs Seo to, 15601W IWOrb1 540 fee 6W Itis WA 760169 74811,11 660!be 1892 tes 662 roe 81,5 1111; 1120 Ibi MULLION.IT WILL YIELDAMINIMUM ANCHOR 2 Archon Q oA5'BM.O.C.I U-aip,N1o.125`AWm.(Fig.4k WA WA WA WA WA WA WA NIA WA WA WA WA WA 716IbsCAPACITY WHICH MAY BE USED TO QUALIFY 1 Anotia l F•alp(Flg,e): 1B5Ion 2251W 4451be 622 itis tis lbs too itis 177169 3701bs IB71be 372169 473 to$ name ext lba leo lba ADDITIONAL ANCHOR OPTIONS FROM THE 2Anoho!o a lel5'MN.O.CJ F-alp(Fig.8• 24016s 350 His WA WA NIA WA 10016. N/A NIA WA WA WA 341160 442168. 680169 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCTRBVIBBD FIGURE 1: FIGURE 2: TABLE NOTES: �wlrlyf�ahhIbu PlOrlda to8opd9 /1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. pamcallo '`'�' SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. --( 1.000' �--- �0 _ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. s11orN edc Pr uel 'rir'o' FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. \t l I 1117 2.000' ��yy VNN 1j, /J,� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I •�� •"••""' •,e i ANGLE CLIP MUST BE USED IN PAIRS. L \��: \CENSE '•,'P 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT•FILLED [L13716' , FIGURE 4: FIGURE 5: FIGURE 8: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G9D.WOOD SHALL BEPRESSURE-TREATED ;• No.58705 YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 8083.76 AND BE A MINIMUM OF.125' 1'X 2•X.375•MULLION • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046'THICK(18 GAUGE),STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND '0 w THE MATERIAL#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-B S.S.OR 410 S.S. •' � iA;A9TE7/5: <C/\ A.LONAL 10, YNN MIL'LI�R,P.E. FL P.E.#58705 TABLE 3A ® � . Mullion Capacity Table Ibalfe) } Oponing Width(for veNc9llyspannig millions)or Opening Height(forhodzonlelly-sparrllrg ml/tlons) Pct i5 50 In 601n 701n 80 In 901n 1001n 120 in 1401n 1001. p 1%2.76% ReolanBular TrepTlang. Racl4rlgular TrepRdang. RaclenlTder Trep•Um"" Reclan9Wor TOXIHenB. R.I.2dar Trep'Meng. Rectangdar Ttep7rdeng. Ratenguln Trop/afen9• fleclengWar MapRdong. Rectangular TraplManp. In, .1 It Alum. loaQw Loafing Lopdng Loadne Laadng Lowing LoadnO Loadng Loafing Loaang Loafing Loading Leann Loadng Lwaing Loadng Lowing Loadng o a Y Tubo &,. figg,. Mullion 6� 5�' all g $ yg t� �" qp 7q�� cg6T qq yp E$ 4300 3 6 ba }q� g• a .d0 did dF 2 s d 3 d 8 § fi d d €. 0 d3 aC dF a d d� Z ~ lam- 421n 170.01 SX 170.0 435 170.0 744 170.01 47a 170.0 868 170.0 WO 170.0 B92 1110.0 61B 1170.0 1116 170.0 521 170.0 1240 170.0 621 146.7 1301 170.0 521 127.5 1301 170.0 621 111.6 1301 170.0 621 L W 1 11111 481n 170.0 708 170.0 524 170.0 850 170.01 584 170.0 992 170.0 630 170.0 1133 1TOA 661 161.0 1139 170.0 677 138.6 (130 170.0 680 113.9 1138 170.0 680 07.0 1139 170.0 680 85A 1139 170.0 690 _ 60.625 In 170,0 747 170.0 563 170.0 696 170.0 631 187.0 1032 170,0 684 140.0 1032 170.0 727 130.5 1032 170.0 747 117A 1032 170.0 756 979 1032 170.0 75a 83 1072 170.0 766 7J.4 1072 170.0 758 0 64 In 110.0 707 170.0 612 16t.3 807 170.0 691 138.2 907 164.7 730 1209 001 1626 720 107.6 807 145.0 714 86.0 807 141.1 110 60.0 907 140.0 70B 69.1 BOT 140.0 709 80.5 007 140,0 708 m M F- 60 60In 141.1 735 USIA 825 111.6 735 130.3 611 100.6 735 115,0 599 88.2 735 100,2 590 76A 735 083 503 70.6 735 95.1 576 56.0 735 91.8 574 60.4 736 01.6 574 44.1 735 91.6 574 031n 121.9 868 130.0 570 101.6 868 111.5 657 67.0 668 98.9 547 76.2 668 00.1 539 67.7 8811 63.9 631 609 666 79,8 $20 50.8 668 76.6 521 43.5 668 75.6 521 38.1 866 75.6 521 J 691. 106.0 607 112A 522 06.3 807 90.1 511 75.7 607 05,0 601 86.2 607 77.1 493 66.9 607 71.5 488 53.0 607 07.6 481 44.2 607 63.4 476 37.8 607 62.7 474 33.1 607 02.7 474 Z CL W 721n 81.6 510 85.8 443 88.0 610 73.0 434 56.3 610 64.3 426 51.0 510 57.9 419 45.4 510 63.3 413 40.6 510 $0.0 408 34.0 510 45.9 402 29.2 510 44.4 398 25.5 610 44.3 399 ? J 701n 69,4 458 72.5 400 57.8 450 61.7 392 49.6 456 54.1 305 43.4 4511 Ie.e 779 30.6 458 M.6 373 34.7 458 41.6 368 29.9 466 37.7 382 24.8 456 38.0 359 21.7 456 35.7 350 J J Sv 09 z 75 In 642 435 67,0 381 67.6 435 56.5 373 45.8 435 49.8 368 40.1 435 44.7 360 35,7 435 40.8 356 32.1 435 38.1 351 26.8 435 34A 344 22.9 435 32.8 341 20.1 435 32.2 340 kQ r 901. 41.6 327 /3.1 280 34.6 327 36A 287 29,0 327 31.6 280 26.1 327 28.3 276 23.2 327 26.7 271 20.9 327 23.7 266 17.1 321 21.0 267 14.0 327 19.3 258 �• N ¢ N OB In 34A 287 35.4 257 28.7 287 on 29.9 252 24.6 287 26.0 248 21.5 287 23.1 244 19.1 287 20.9 210 172 267 f9.3 237 14.4 287 16.0 232 x Z o � t0a N 21.2 227 24.7 205 202 227 20.8 201 17.3 227 18.0 196 16.1 227 18.0 185 1111. 227 216 2L7 fill 10.6 215 19.f 191 15.9 215 18.0 lea OWr' N Y 12om n9 lel tae tel U x < O O TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Table Ibe m0 s•,O BaWlrelcc 271,Concato 3.5k Conc. Holl"CMU Filled Wit PT Waad Metal (DP,)X('��OR CAP.,,e,,,,,)_ANCHOR CAP.,,, 6118'Ek* 114'69 Eko 6118'Elco 114.99 Eko OIO Bleel Of28leei Ott SteN MULLION CAP.,,,,,,,,,,, �' Anchor ClipPatteme Mcnorrype: 311fi'EkoUibacon 114'EkoUlbecon U1I'Man Y18'Ekolatreson 1/4'EkoUlVeam AlpmOelor Iabecon Aggre(lator So (G5)9oraxCGS) sarnv(05) USE THIS FORMULA TO OBTAIN THE•ANCHOR Edge Motor..M7 1' 2.112' 1 V 2-172• 3.061 1- 1 2.1rr 1' 2-1n• 1 2• 3.1/8• z• 0.46• 0.64• 8.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embtdmenl nk 1.314• 1.3/4' 1 1.314' 7.314' 2' f-114' 1.114' 1-114• 1.114' 1.114• 1.114• 2• 1318' Iva- wdoe ACTUAL PRESSURE REQUIREMENT FOR THE 2 Amhara 494.76'Min.O.C.1 Standard or OOeet Clip(Flu.1): 3ww 39O be F 45010s See In 1044 In 27010.9 28010, 3641bs 740 In 374 In 664 to, 84816e 341M 4421b, 660 lb e OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors @1.15'Min.O.O.1 Standard(ofOOeel)Cffp(Fig.2): 4BOIbs 700 to, NIA WA WA WA 38016, WA WA WA WA WA 682M B951De 1f20M CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anchae�3•MIn.O.C.1(2)215 Anglo pipe I(Fig.3): 780 ItsrM-A 560[be i896M 54010.9 560 In WA 76010, 748Iba BBOIbs 1892 to$ 682 no sea in 11201bs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2Anchge®0.45'MN.O.C./U-Olp,Info.125'AIum.IFlO.4y WA WA WA WA WA WA WA WA WA WA WA NIA 715In CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchorl FC9p(IN.Sk 1051W 4451be 8221W 135 In 140In 177In 370Ibe 1871M 332 ks 47316, t701as 221I1a28005ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anahors®1.16'Min.O.CJ Fl21p(Fig.B): 24DIW NIA WA WA 1801M WA WA WA WA WA 3411bs 44216, 5801b, 'ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, aCIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. RODUCP RBVISBD complying with the Plorlds ulldl.8 QMc�1 coepQ3nw rlo"J. - FIGURE 1: FIGURE 2: �m • • • • TABLE NOTES: -y 1.000• �-- - 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. dl ado Product Control SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1+I I I FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. `\`�v�ON�(LYNN k<< 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2.750• ;eat,•''•v)CENSC''•.F.p / HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. TO•; '•,�r FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.50705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT•FILLED FIGURE 4: FIGURES: FIGURE 8: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED D375' 0 •,`�� /.2-q�$• ' YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8083T5 AND BE A MINIMUM OF.125• 7 Q�•, SATE U V/ THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT ••............. F<ORIDP,,•G\ LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.76'X.376'MULLION S`S , ,, C,``` THE MATERIAL.#10 8 012 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. �rrr��NAI.E,5 A.LYNNlNLLEl},P.E. FL P.E,#58705 TABLE 4A ® � Mullion Capacity Table beffe) OponingWldlh(for leNca*spenningmtlllons)orOpening Height(fonccdzor4eBY,sparzillgmt0ions) 501n 601n 70 In So In 801n 10013 t201. 140In 1601. a d O 1 x 2.76 x ReclanBular T(gndang. Rectanmdat TmplTdang• Recill VW hepRdmg. Rectengutar Tmprildarg. Roctanguier R.PRda.g, Roclargder TheWdang. Ratenguler 71wm q. Radangulaz Trepral.4 Reclmaular TraplTllong. o: LOading Loadng Lolling L.oedng LOsdag Loadrg Leading Leadng Loading (Aadrg Lowing Leading Looding Leadng LoadnA Loadng Leming Lowing .860 Alum. Tuba Mullion U U U yy U 44 U 41 U V U U U 16 m b b� b b.6 � 421n 170.0 820 170,0 475 170.0 744 170,0 478 170.0 688 170.0 500 170.0 gal 170.0 510 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1188 17D.0 521 158.7 1620 170.0 621 178.8 1620 170.0 621 J W 48 N 170.0 708 170.0 524 170.0 See 170,0 M 170.0 992 170.0 830 170.0 1133 170.0 661 170,0 1275 170.0 877 170.0 1417 170.0 050 141.7 1117 170.0 080 121.6 1417 170.0 Beg 109.3 1417 770.0 080 3 60.626 In 170.0 747 170.0 6W 170.0 800 170,0 931 170,0 1049 170.0 68+ 170.0 1105 110.0 723 182.6 1286 170.0 747 146.3 1286 170.0 756 121.0 1280 170,0 750 101,5 1289 170.0 76a 91.4 1208 170.0 758 p�p 54 In 110.0 707 170.0 612 170,0 950 170.0 891 170.0 1118 770.0 764 160.7 1130 110.0 603 137.0 1130 170.0 837 120.6 1130 170.0 856 100.6 1130 170.0 861 88,1 1130 170.0 661 75,3 1130 170.0 801 m O t J co 8013 170,0 605 170.0 701 148.5 9115 182,3 781 125.8 016 141,5 746 109.8 816 132.3 735 01,6 015 1279 728 B7.B 915 118,6 720 77.2 076 114.4 716 82,9 815 1148 716 54,8 916 114.4 715 f� 631n 151.5 830 101.9 710 120.5 830 138.9 694 108.5 830 123.2 Set 04.9 630 112,2 a70 84A 830 104.0 002 75.0 ON 99+ 058 03.3 830 04.5 049 54.2 630 04.1 849 47.4 030 94.1 649 U UI d BBN 1321 757 140.0 BSD 110.0 767 119.8 630 B4.J 7117 105.8 624 82.5 757 06.1 814 73.4 757 89.7 808 88.0 757 6/.2 600 65.0 757 70.0 6B3 47.2 767 70.2 591 11.3 767 76.2 691 m C 8¢R j 721n 101.7 630 USA 552 64.0 We 91.0 540 72.7 630 &0.1 530 03.8 836 72.2 521 50.5 036 86.5 614 60.9 678 62,3 50e 42A 635 67.2 600 30.3 B30 55.3 497 31.8 630 S5,2 407 � J Z 21781a 80.s 671 BOA IBe 72.1 577 78,6 488 6. 511 e7A 479 61.7 571 80.e 471 48.0 571 65.6 484 433 571 SLe 459 38.0 s71 17.0 451 30.8 alt 41.0 447 27.0 571 M.5 418 80.0 542 413.4 474 68.7 642 70.8 465 67.1 542 02.1 458 60.0 642 55.1 449 44.4 542 61.0 M2 40.0 642 47.4 437 33,7 0./2 42.9 429 209 512 10.8 425 25.0 647 40.7 42]62.1 407 63.7 381 43A 407 45A 355 37.2 407 39.8 319 32.5 407 35.3 343 20.0 407 32,1 338 20.0 +07 209 334 21.7 407 20.1 327 18.8 407 24.1 322 18.3 407 23.0 319 F 0Z � zz 42.0 35a 44A 320 359 368 37.2 314 30.7 356 328 309 20.5 350 28.0 304 23.8 358 26.1 300 21.5 358 24.0 246 17.9 358 21.0 280 15.3 356 19.2 284 (n 30.1 283 30.8 255 25.1 283 25,0 251 21.5 283 22.5 2+7 1a,a 283 109 2N IB.T 283 10.0 240 15.1 203 10.5 237 278 267 28.3 212 27.1 207238238 19.6 287 20,e 235 17.3 207 10,7 2]1 168 287 10.5 228N 22.0 229 22.3 209 lea 229 18.8 205 15.7 229 19.2 202 Q X O 0 TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: 'Anchor Ce act TableIba - fY (Y ANCHOR CAR ,',, eubalmla 27k Camrde 3.6k Conn. Hollow CMU FilledCAIU PT Wood Metal (DP„)X( > ANCHOR CAP.,,, 6116•Elco 114'SS Eko 5118•Elco 114•SS Eko 010 eted 412 Bleel 912 Stell MULLION CAP.,o,, Anchor Clip Pattem9 Andtor rypa: 3116"111..UlDacon 114•Eko ulnecan UlUaon 31164 Eke Ulboaon 1/4•Eko UlOecan Ap9moakr ullmcan AAgre(lelar Som(05)BcraB(G5) Scrow(Gs) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edoe Distance Onk 1 2-12• 1• 2-112' 3.1/8' 1• 2-12• 1• 2.13' 26 3.1/8' T ale• 0.54• 0.3x4 CAPACITY REQUIRED'CORRESPONDING TO AN Embodmont 1�f4• IJI4' 1,V44 1314' 7 1.114• 1414o 1.114• 1-IIP 1-1/4' 1-111' 2• 1718' 17/6• wdas ACTUAL PRESSURE REQUIREMENT FOR THE 2 Ambers 84,75'Mlm O.C.IStandud 0.r Offset CUP(Fig.1k 39011,3 390 me 4501" 690lba 18441" 270104 280Ibe 354 ms 7401" 374[be 8041" 048!be 341 lbs 4421" seo toe OPENING,WHEN IT IS LOWER T1NAN THE MULLION 4 Anchwe®1,IY MIn.O.C./aIn1MMd(or Moat)Me ffl9.2k 4801" 700 ma WA WA WA WA 3801" WA WA WA WA WA S621" gBBSI It201bs CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anchors QJ•69n O.C.12)be An&alp I(Fig.3k 780 ma Mrbe See[be ISWlbs 18981" 540 1b, We 1" WA 760 ms 7491bs 830 Rea 1892(be 6B21bs a656s 1120IOs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anahas ?511 n.O.C.I11-alp,InIOA25•AIOm.(Fig.4k WA WA WA WA WA WA WA WA WA WA WA WA WA 7151be CAPACITY WHICH MAYBE USEDTOQUALIFY I Anchor/F-COp IN.6): 195 1b, I95lbe 225[be 4451bs 822[be 135 U. 140)be 177 Ns 370[be 1871be 3321bs 47311,4 11 las 22t1m leo lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2Arlohom@ 1.15•MIn.O,C.I F-alp(Fig,OX, 24DIb3 Me lb. WA WA WA WA 1901" WA WA WA WA WA 3411bs 4421" 6001" ANCHOR CAPACITY TABLE. RODUCI'RBVISBD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. und�$'�the Florida FIGURE 1: FIGURE2: TABLE NOTES: CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. 1 000' f-- t'_ un ato IG4 11p pceptmaoo Na - pS.0 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. e SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 41 rado Product Coattail 1 \\\\11111117/// 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR 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' ��; L,ICENSF•.,FP �� • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �,1,.• FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.50705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ai 0' ' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED �; FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' SATE 0 ((/ THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE)..STRUCTURAL STEEL TO BEAT %� ,F<ORIOP,,•' \? LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1"X 2.75•X.850•MULLION Fss �C�`, e THE MATERIAL.N10 8 012 ANCHORS INTO WOOD MAY BE STEEL,1&8 S.S.OR 410 S.S. 10NAL 1�t\�� A.LYNNILLER,P.E. FL P.E.#88705 TABLE 5A mullion Capacity Table Ibse u Opening Width(for teNcslysperd fritllore)orOponingHolght(for horimrtlaly-9pBMrgmUllons) �kc 50 In 6011 701. BON Be N 1001. 1201. 1401n ISO in g' a d RecNn9dlar I hepT4eng. Reclen9Uor Trap/Tdng RLoagrDlar TrLoadenp. Reclesrg TrepRdeng. Reclenpuler TrapTdenO• RaDlDnpier hepRllanD. RcDlen9a1ar Tryr✓Tdmp. RaclerBpAer Tmp/ider,D RDclenpuier Lap/Mang. SY4 t 1"%3.126"X Loafing LDadng Loadn9 LoadnD Loadrq LoadIII Loadnp Lmdng LDedng Lcadng Lmdn9 Loafing Loafing Loadne Loadog Lmdnp LoednD LDadnp r'Ti .600'•Alum a ,.Tai '�'.. � r �' u .. •u.. aF .A' 7> 2: d Tubo Mull � a 2 21 12 2 411nII if 4 ul fa 11 t H 1 20 1 1 z /21. 170,0 820 170.0 4J5 170,0 744 170.0 478 170.0 886 170.0 SOB 170.0 982 170.0 518 170.0 1118 170.0 521 170.0 1240 170.0 621 170.0 1196 170.0 521 170.0 f735 170.0 521 154A 18M 170.0 521 .J.1 W 46 In 170.0 706 170.0 521 170.0 850 170.0 681 170.0 692 170.0 530 170.0 1133 170.0 eel 170.0 1276 170.0 077 170.0 1417 170.0 680 167.7 1577 170.0 650 INA 1577 170.0 080 118.2 1577 170.0 B60 � 2 60-625 In 170.0 747 170.0 683 17D,0 696 170,0 631 170.0 INS 170.0 88! 170.0 1185 170.0 723 170.0 1315 170.0 747 170.0 1181 170.0 758 141.7 1195 170.0 758 121.6 1195 170.0 7SB 108.3 1485 170.0 758 W o O 641n 170.0 T07 170.0 812 170.0 BSB 170.0 881 170.0 1110 170.0 764 170.0 1276 170.0 803 1841 1401 of 170,0 877 149.5 1101 170.0 85a 124.8 1401 170.0 661 106.8 1401 170.0 661 03A 1101 170.0 B81 m O F•' J 801n 170.0 085 170.0 701 170.0 1083 170,0 787 158.5 1150 170.0 678 135.7 1158 787.0 928 72].3 1168 1685 917 111.0 11(16 119.7 810 82.6 1156 144.5 903 79.3 1168 tM.6 BOS 098 1160 111.6 BOJ .J .{ 031n 170.0 030 170.0 745 168.6 1016 170.0 850 137.0 1049 155.6 580 119.8 1049 141.7 848 100.6 1010 132.0 BJB 85.0 1018 1245 626 78.8 1018 11pJ 820 0a.b 1019 118.8 Bip 50.0 1018 118.8 818 2 Fa 60 In 188.8 955 170.0 768 130.0 853 157.3 801 110.7 865 13J.J 788 1012 BSS 121./ 775 9LB 855 1128 785 63.1 955 100.4 757 88.6 BSS 98.8 7!B 69.e 855 88.7 748 621 065 85.7 718 ? W aC LLLL11 7211 120.6 BD3 131.9 887 107.0 803 114.0 882 01.0 e00 101.1 870 60.3 507 pf2 859 71.{ 601 BJ.6 018 84.2 BD] 70.8 842 53.5 603 T22 832 449 503 OILS 628 40,1 603 69.7 827 g ttlsts Z 781. 108,2 721 111.1 BIB AI.O 721 07.0 818 70.0 721 85.7 806 85.3 721 78,3 505 80.7 721 70.1 584 64.0 721 BSA 579 46.5 721 50.4 869 30.0 721 56.0 564 34.1 721 58.1 583 7811 101.0 884 105.4 598 04.2 884 69.4 567 72,2 684 78.1 576 53.1 684 70A 667 58.1 881 64A 5% 60.6 ON 59.0 531 127 864 51.1 541 38.1 684 51.3 538 31.8 OR 50.6 W4 BD In 65.6 514 87.9 456 64.8 514 57.3 118 47.0 614 60.0 MO 41.7 614 4/.0 481 38.5 511 40.5 427 328 614 77.3 421F14.6 814 33.0 412 23.5 514 30A 409 20.6 514 28.0 403 In 6 BBN 64.2 452 65.7 404 45.2 152 47.0 798 38,7 452 40.0 380 3J.8 452 38.4 384 30.7 452 3L9 370 27.1 452 ]0] 37J 452 28.8 38S IOA 462 242 359 18.0 452 22.6 355 X I O ,� 1081. 38.1 J57 38.6 322 31.7 7S7 J27 317 21.2 357 28.1 312 Z3.0 357 2b2 308 21.1 357 2L7 303 10.0 357 20,8 209 357 16.0 29J 13.0 357 162 2017 11.0 357 15.0 253 W III In 35.1 338 J5.8 300 28.2 338 30,1 301 25.0 338 26.1 298 21.9 338 23.1 292 18.5 338 20.0 268 17.5 338 iB.O 2a/ J36 18.5 Z78 12.5 338 71.8 27J1201. 27.7 269 282 267 27.1 289 2JT 259 108 209 20,5 266 17.3 2BB IB.1 252 1b,4 250 16.3 249 13.8 289 11.9 240 288 12.8 210 B.9 269 11.4 2311 0.7 258 10.4 232 U X Q O 0 Q..` Z TABLE 56 ANCHOR CAPACITY ADJUSTMENT FORMULA: 0. O�U) ed AnchorCe Table Ibe ANCHOR CAP.,_,_ � •v- SumUale 27KCDrcrde 8.6Kcone. Hdln(bIU MVIM PTWood IAUr1 (DP,)X( CAP.,_,_) H1C EIcO 1/d"S9 Ex. BID Sted 912SINI 912 Steal MULLION CAP.,,,,,,,,,, AnchOrCll Pelleme 7TW 3'tcEleoulracm v4•FxOunmeon uMracDn 3✓tcElcoU3mcm vd•ElcouAmcon ( ) 105) Screw(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR p A c0rlor Sew GB ScreNEdge aslerce pnY r z-vr 1" z-vr 3-118' r 2-112 r 2-1/r r 0.48• ov, 0.324• CAPACITY REQUIRED•CORRESPONDING TORN Embedment n 1314" IIT4' 1314' 1.1'4• 2' 1-1r4' 1.114• 1-114• 1.114• 1.114' I-W i yr sancta ACTUAL PRESSURE REQUIREMENT FOR THE 2Ancmrs®4.76'blln G.C./slandad of G3Ml Cop 09 IX 390Ib5 3901m 450®s ODO Be 16441m 270m9 1 2001m 1 354 15-1 7401m 3741bs OB7Im 11 9181m 3111M 442 We r601m OPENING,WHEN IT IS LOWER THAN THE MULLION 4AMn=@1.159AIn C.0./StandaN(a CMegc9p(ng 27 4801)s 7001m IIIA IUA 111A IUA 380 lea I 11/8 I IUA 11/A IUA I IUA E821M 8851m moms CAPACITY(FROM THE TABLE)OF THE SELECTED dArclpn®3.611..O.C./(!)&6Anple Cops/(FID 31 790 IDS 700 Its mOIDs 15601m 1898lbs 570105 Ern lm tllA 7601m 748 IM Geo lm 1882 me 6B21Ds 08591 1123 IDS MULLION.IT WILL YIFIDA MINIMUM ANCHOR 3ArctgrsO0,4 MIHh O.C./UCOp,NID.125•Num.(FID 17 tl/A IUA HIA IUA IUA IIIA IUA IIIA MA IIIA IUA IUA IIIA UA 10T91m CAPACITY WHICH MAY BE USED TO QUALIFY IArcfur/FCIi p.6 186109 1651m z25 ms a461m ezz la; t35Im 1401Os 177 rod 976Im tenon 9sztm 4731m f7o ms zzI lm 250 ms ADDITIONAL ANCHOR OPTIONS FROM THE 2Aname g 1.16•Nln O.CI FCU g B- 240109 3'A lm NIA IUA HIA 11/8 193 he IUA IUA HIA tUA IUA 311109 d421oe f601m ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCTREVISED uRd gIY�IEoPbddaM F�1.000'�4DeeD�ml4o 1�.0 FIGURE 1: FIGURE 2: TABLE NOTES: • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. y SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Iem1 Ade Producl n1ro1' (711IIflll 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/0R OPENING WIDTHS IS ALLOWABLE \N N� M FIGURE3: 3.125• 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ;��'opoCEI4SF''•�FP HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 1.0.56705 ANGLE CLIP MUST BE USED IN PAIRS. , - = 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 600' _'D FIGURE 4: FIGURE 5: FIGURE 8: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE•TREAM �1- / 5 1FIGU E 5: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' /STATE OF � THICK.STEELTHICKSTUDS TO BE A MINIMUMORS INTO METAL SHALL IC (18 TEND AT LEST 3 SCREW THSTEEL READS O BE BEYOND 1'X(13.!VF25'X.6'MULLION �,�,�•.•• a .•�� • LEAST.725"THICK AND 836.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (7•VF MULLION) ; •........... • G\` • m ® THE MATERIAL#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. ��Is19/oNAL�1 X011 A.LYMll!Lt P.E. FL P.E.#68705 TABLE 6A ® � x Mullion Capacity Table(Ibuffe) RPR Yktt Opening Width(lor 99rt call r-spanning mtlnon6)orOpening Height(forhodzonlslry-sparrl g mulllcns) e RPR 501n 601n 701n so In 901n 100 in 1201n 110 in 1001n ��' p Reolenpular Tmp'7d,np. R.Ingdar TmIVOIang. Ft tmw1ar Trep/Ti ng, R.,t ngder Trap/kion& Rmleng,lar Trepnl g. Reulan tAar TmpTdera. Rwleng,lar mfrui.a. Red-vmm Tmprrdorg. ReaIn 9ut" TrePrIldmg. ti 1%4%.126 Loafing Lo.dng LoadnD Lmdr,B Loafing Laedng LOadnp Loadn9 LoadnD LOadrp LoednB Loadn9 Loadlrq LoednO LoadnD LoadnD L08MB Loed,g �Y Mullion 9 8 g H a im 421n 170.0 620 170.0 437 170.0 744 170.0 176 170.0 668 170.0 608 170.0 982 170.0 519 170,0 1140 170.0 521 170.0 4240 +170.0 621 170.0 1488 170.0 621 146.6 1108 110.0 621 1278 1188 170.0 621 j 481n 170,0 709 170.0 524 170.0 860 170,0 684 Vol) 092 170,0 630 170.0 1133 170.0 661 170.0 1216 170.0 977 160.3 1303 '170.0 650 130.3 1 03 170.0 080 111.7 1303 170.0 660 97.7 1303 170.0 650 60.825In 170.0 747 170.0 503 170.0 696 170.0 931 170.0 1046 170.0 884 170,0 1185 170A 723 160,1 1235 170.0 747 140.5 1236 170.0 768 117.1 1235 170.0 756 100.4 1236 170.0 768 87.0 1235 170.0 758 (L o 641n 170.0 797 170,0 612 170.0 BSB 170,0 691 170.0 1116 170.0 764 164.4 1158 170.0 803 137.2 1168 170.0 637 123,5 1150 170.0 866 102.9 1166 170.0 891 892 1166 170.0 Set 77.2 1168 170,0 981 m O h 601n 170.0 805 170A 701 160.7 1042 170.0 707 142.9 1042 181.1 532 125.1 1042 146.7 815 111.2 1042 138.6 601 Woo 1042 130.2 701 63.4 1042 125.1 782 71.5 ID42 125.1 702 82.5 1642 125,1 752 � � J J B3In 470.0 930 170.0 746 161.7 092 187.0 816 129.0 BB2 144.4 708 113.4 B82 131.0 7B2 100.8 9n 121.1 786 80.7 B92 111.6 768 76.8 B04 100.1 745 61.6 OB7 108.0 7M 60.7 B82 106.0 7M =) I 661. 165.4 047 170.0 789 137.8 947 140.0 788 110.1 047 130.3 708 103.4 047 117.7 752 81.0 847 108,7 738 82.7 947 1022 727 06.0 047 05.1 713 69.1 047 04.0 711 51.7 947 04.0 711 Z SS�PP 721n 135.0 049 1427 737 113.2 049 121.9 7n 97.0 849 108.9 708 81.0 618 08.4 690 75.5 849 80.7 Me 01,9 649 1127 675 56.0 649 76.3 650 49.6 849 725 652 42.6 810 72,4 651 ? d 4 j 781n 116.6 762 120,7 685 88.3 762 1020 662 826 762 80.0 &0 722 762 80.8 820 04.2 762 N2 020 678 782 602 013 40.1 792 82.8 802 41.3 762 69.9 587 38.1 762 bBA 585 J N�c 2 7a In 108.9 721 1118 634 09.0 724 94.8 621 76.3 724 82.9 809 69.8 724 74A 690 BOA 724 68.1 591 638 724 63.4 683 44.5 724 07.3 573 35.2 724 54.3 567 338 724 53.6 665 ¢ J r BO In 69,0 543 71.8 48J 69.0 64J 80,7 474 40.7 $43 62.9 466 13.6 WJ 17.1 459 J6A 543 420 152 34.8 613 39.6 449 20,0 643 34.0 138 74.9 613 J21 130 2I.7 613 30,7 128 N� O 96 In 57,3 478 68.8 427 47.0 478 49,7 419 40.9 478 432 412 36.8 478 38.5 408 31.8 478 34.8 400 28.7 478 32.0 3B6 2&0 476 20.1 350 20.5 170 25.0 J80 17.9 476 242 378 N N� 90 M� 108?A 40.3 377 41.1 341 33.5 277 34.8 335 28.0 377 30.0 330 25.2 377 28.8 325 22.4 377 24.0 321 20.1 377 n.0 317 18.0 377 19.0 310 HA 377 17.1 301 s' g 1111n 37.1 357 37.8 323 30.0 377 31.8 310 20.5 351 27.6 313 23.2 357 24.1 309 20.6 357 22.0 305 18.5 357 2(1,1 301 16A 357 178 2B4 f201n 29.3 306 28.9 270 24.5 300 25.1 214 21.0 308 21.7 270 18.3 308 19.2 287 18.3 306 17.3 263 V x Q t4nn n,o 212 n.z lee Q Z O O 81 TABLE 86 ANCHOR CAPACITY ADJUSTMENT FORMULA: lit A Anc or Ce aci9 Table(lbs) ANCHOR CAP.,,,,,,,,, � -� 9uMlmle: 2,7k Concrete 3,5k Conn. HmR-CMU FlOed CMU PT WOm Motel (DP,,,)X( )=ANCHOR CAP.,., 1918'Eao 114.68 Ebo 0118'Elco 114'S9 Ek0 #I06teel 0I26leel #12818-1 MULLION CAP.,,,,,,, Anchor Clip Patterns Anular type 3116'Eko ulOaoan 114'Ebo Wuaom NVaoon 3116'Elw Ullracm 111'Ebo umecm Ap9m6etor us, AmmCWw 6omw(G51 Scr4w(G5) Sarcn(G51 USE THIS FORMULA TO OBTAIN THE'ANCHOR Edq Uslama on): 1• 2.12• 1' 244 3-118• 1' 2-12• 1• 2-12• 2' 3-7/8• 2• 0.48• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN EmbednmlM4 1314' 1.34- 1314' 1371' z 1-114' 1-V4• 1.1/4' 1•V4• 1-114• 1.114• 2• 1310' f3B• Z ACTUAL PRESSURE REQUIREMENT FOR THE 2Anebm 04.76'Mm.O.C.I Smndad"OffsM Up(F1p.152): 390 On 39016, 450161 6DO IM 1044 1b, 270IM 2601M 354105 740lbs 374168 6641bs 94e lbs 341 lbs 442168 6601b3 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 An0hae®225•MIn.O.C.I emndmd(or 0501)Gip(Fig.3); 700tbs 70016, Ism m, 1410lbe 052165 WA 6601M WA 6301" WA 880 lbs WA 6821M 885 lbs 11201M CAPACITY(FROM THE TABLE)OF THE SELECTED BAnohae 01.15•Mim O.C.18twd d(arO1Re0 C9p(F2.4k 060 I 1400lbs WA WA WA WA 760lbs WA WA WA WA WA 1353 me 1770 m, n40 M3 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Arlotan 0 3'Min O.G!(2)215 AnOM COq!ff19.6y: 78016s 7801" OBO ma 16801bs 1888ID1 540 IM 5801" WA 7601" 7181" BBO lbs 1892 ft 6821M 865 m, 11201" CAPACITY WHICH MAYBE USED TO QUALIFY BAnotam 03'Min.O.C.I(Z)216 Angie dlpaf fflD•e1. 1170IM 1170TH 1020IM 23401" 2Bg41M BIO ms 8401M WA 1140168 itn IN 1320 m1 2838 lbs ion l" 13271M 1880 ma ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anciam 0 0.45'Min.O.Q I UCIIO,InIo.125•Alum.(Fig.71: WA WA WA WA WA WA WA NIA WA WA WA WA WA N/A 14301bs ANCHOR CAPACITY TABLE, PRODUC7'REVIBBD 2 AnchmC 2%'Min.O.Cl F471p(FID.Br 350Th 360 I" 290 IM 705 m, 4781" WA 2BO Ibs WA 3151b5 WA 4401bs WA 341 lb, 4421M 6601" Bt'M*. 4 Anchom01.15•Mtn.O.CJ F-COp(Fig.Oy 480IM 700tH WA WA WA WA 3801M WA WA WA WA WA 0821M 9B51M 11201M Atc - INOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1.000' r- [4TABLE NOTES; Praiuct Control FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE B: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SEE 1111 1 1 7 1 1!Il ° ° ° ° ° ° • • • • • SHEETS 2-0 FOR GENERAL INSTALLATION METHODS. • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Q�:• 1,ICENSF '•.9 • • • • • • • 4.000' x'•: '• 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,BEE SHEETS 21.23.HOLES No.56705 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW = /� FIGURE 6: FIGURES: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS, �'0 .C • ° ° ° 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED S 187E F • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL SE PRESSURE-TREATED YELLOW .126' T '•.,FlOR10P.•'. ��`. • SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 606345 AND BEA MINIMUM OF.126'THICK.STEEL �i • .,.. •• C0 • STUDS TO BE A MINIMUM GRADE 33 AND.046'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LPAST.125'THICK ANGLE CUP(FIGURES 686)MUST BE USED IN PAIRS. AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10& I7 1 t tt #12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION 1'X 4'X.125• A.LYNN fvIILLEIR,P.E. FL P.E.#58705 TABLE 7A 2 6 Mulllon Ca ael Table ib$1R Opening Width(forvartcally-$penning mullions)or Opening Halght(for Mill rdaly-BpanNng mulaol13) III, �'30in 6014 TO In 8014 901. la 1. t2o In 140 to 4Rcdwiluler Treptrdeng. 11,0.0ulur 7reprrdan0. Reolart;War TmpRdmill Ralengula 7reprrdena• Reeten0uler hepfIld Rectangular Tropmeng. Rodergulpr TTepfrda40• Rectemd" ttaplfdan,. Rwagular Trep/Trf a. a, tx4x.376 b � o Loadna Loedng Lwein9 1006149 Loadtn0 1aadDg ioadng Loafing Leading teadro9 Loedn9 Laadng Loafing toadng laedn9 Loading Cwd:ng Caadrig Alum.Tube r z Mullion " .m 0 ' ru o � 421n 170.0 820 170.0 433 170.0 144 t7D.0 478 Vol) Sea 170.0 6011 170.0 992 176,0 619 170.0 tit8 170.0 621 170.0 1240 Pop 521 17D.0 1488 170.0 621 170.0 1735 f70.0 621 170.0 1983 170.0 521 J W 46 In 1740 709 170.0 624 t70.0 860 170.0 584 f?D.O 092 170.0 630 170.0 1133 (70.s 881 170.0 1275 170.0 077 170.0 14t7 170.0 660 HOA 1700 170.0 880 170.0 1863 170.0 880 161.8 2724 170.0 ON 60.62514 170.0 747 170.0 683 170.0 890 170.0 031 170.0 1048 170.0 BBI 170.0 1185 170.0 723 170.0 1316 170.0 747 1)0.0 1494 170.0 768 170.0 1783 170.0 756 160.0 1810 170.0 768 138.6 1819 170.0 750 C� 0 541. 170.0 T91 1170.0 612 170.0 956 170.0 891 H40 1156 170.0 764 170.0 1275 170.0 603 170.0 143b 170.0 837 170.0 159{ 170.0 856 159.9 5799 ADA 881 137.1 1799 170.0 881 120.0 1709 170.0 681 M F 8014 170.0 885 170.0 701 170.0 1087 170.0 787 170.0 1240 170.0 878 170.0 N17 170.0 944 170.0 1601 170.0 996 165.5 4810 170,0 5033 129,8 1610 170.0 1083 111.0 1819 170.0 106.1 87.2 1818 170.0 1083 •�.1 8314 170.0 WO 170.0 745 170.0 1110 170,0 850 170,0 1302 170.0 940 170.0 148a 170,0 1016 158.7 1542 170.0 1070 141.0 1542 170.0 1122 117.6 1642 18&5 1168 100.7 1612 187.8 1167 58,1 1612 107.8 1157 •�� WIn 170.0 974 170.0 780 170.0 1169 170.0 903 170.0 1364 170A 1002 160.8 t472 1740 1086 142A 5472 166.5 1140 UCII 1472 158.8 ti30 tO7.1 t472 147.8 1106 11.5 1472 /489 t104 843 1472 146.0 1104 721n 170,0 1063 170.0 678 170.0 1275 170.0 1009 150.8 1320 160.2 1101 132.0 1320 1499 1082 117.3 1320 137.8 1068 105.6 1320 128.8 1010 68,11 1320 117.0 1024 75.4 1320 112.6 1013 66.0 1320 112.6 IOU IWL a 7O in 170.0 1122 170.0 037 140,8 1184 139A 1013 120.2 JIBS 130.9 994 112.2 }tin 125.7 978 09.7 1104 115.3 964 69A 1184 107.5 g52 74.8 1181 07.8 O]5 64A 1164 03.1 927 66.1 1154 02.3 925 J (ten} Z 7814 /8B.) 117.0 170.0 get 138.0 1124 147.0 965 110.8 1124 12&8 047 103.8 1124 116A 931 02.3 t124 105.$ 910 83.0 1124 86.6 906 89.2 1124 $9.0 880 T14 01.3 861 51.9 1124 832 878 R _} F 5 Q 0014 108.1 844 111.6 760 80,1 BSA 94,3 738 77.2 BN $2.1 721 87.8 544 77.3 712 80,1 840 68.6 102 54.tl BN 81.4 803 15.0 814 54.2 070 60,0 606 33.8 BN 47.7 862 � � Z -C.1 _ BB t. 89.1 742 81.6 683 74.2 742 77.2 862 83.8 742 67.2 04i 66.7 742 69.8 431 40.6 742 64.1 822 N•6 742 d8.$ 8t{ 37.1 742 419 GI0 39.8 690 27.8 742 37.b be4 � � p108 in 82.0 680 &1.9 630 52,1 668 63.8 521 N.7 668 40.6 513 19.1 586 OA 605 34.8 688 37.3 489 31.3 560 34.2 402 28.1 666 20.6 401 !4.36 472 J9.5 500 24.7 4801111457.6 656 58.6 603 411.1) 566 40.6 495 41,2 665 42.9 407 38.11 655 In 38.0 480 72,0 056 71.2 413 26.$ 655 31.3 487 24.0 G55 27.1 467 N8 10.0 655 229 {42 >X1201. 46A 476 46.4 433 30.0 475 39.0 428 32.8 476 33.7 420 28.6 476 29.0 414 26.3 476 ?9,8 444 22.8 +Tb 24.6 404 18.0 476 21.1 395 -7 387 14.3 47b 17.2 381 Q 19414 28.1 730 28.7 306 22.0 330 22.4 701 18.9 330 19.3 297 10.6 330 17.0 203 '- a Z m m TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: a0 Anchor Capacity Table Obs) ANGHORULUNCAP.,,°,,,,,, 9uMlnte: 2.7k Ca%mle 0.5k Caro. HOIIWCMU Filled emu PT Wood Metal (DPm)Xt .ANCHOR CAP.- Y18'Eko 1/4'e$Ek4 WIV Etc* /14.88 Eko AID 81eel 012 steel 512st.d MORMULA TO ,13TA AnchotCOpPattemO A4cDatTYpe: 3t18'EkoiBuacon ft4'EfaalAVseda Ulymen 1718'EkoUttrocan ir4'EkoUBeaacn A00roGata UJUDD. Aggrec.lar Serow(05)SOMW 05) sofew(06) USE THIS FORMULA TOOB7AtNTHE"ANCHOR Edpegatane4pn): t' 2.172' 1' 2.10' 3.118• P 2-1/r t• 2.112' 2• 3we' 2' 0.46' 0.54• Da24• CAPACITYREQUIRED"CORRESPONDING TOAN Embeazent I•YV 13/4• 1.314" 1.314• r 1414• 1414• 1.7/4' 1.114• 1.1r4• 1.114' 2' Mir tms• (odea ACTUAL PRESSUREREQU(REMENTFORTHE 2 AnahomQ4.76'MM.0.0.181andeld a 08ael Clip(Fig.162k 390[be 390 lbs 450 lbs 800IDS 1644100 270W 240 lbs 354 lba 740 We 374 We 064 We 040100 341 IW 4421D5 660 Do OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anctwls'j¢z25•Mtn.O.0 7StaMeM(a08aot}CGp(Fq.3r. 100 We 700706 580 tin i4tDibs 852 ECS WA 560 the WA 630IDS WA BBD tbs WA 6821be 1186 iM 1120 ft CAPACITY(FROM THE TABLE)OF THE SELECTED e ArahaeQ1.15'Mb.O.g Ielen4W(aONe I)Cgp IFW.4T WO lb- 1400IM WA WA WA WA Too lbs WA WA WA WA NIA 7WR. 17708. 71d01be MULLION.IT WILL YIELDAMINIMUM ANCHOR 4 Archota QW Km O.C.1(2)ZMANIa CBP41(Fl9.Or. 7W IM 780 lb. 680JIM 060 ties 189013 540IS$ 6001Da WA 76016% 748100 800166 1892lba 882100 885160 1120IM CAPACITY WHICH MAY BE USED TO QUALIFY 0 An0Mre®3•MIn.O.C./(2)265 Angle Cepa I(Flg,e): 11701M 11701De 10201ba 2310lba 2844166 Bt01bs 84011,3 WA 11401to I1221in 13201M 263BIM 1022@4 F327 IDS 1800100 ADDITIONAL ANCHOR OPTIONS FROM THE 4 AnoMra 49094VMin,O.C.1 OCIp,Into./26•Alum.(Fig.71: N/A WA WA N!A WA WA WA WA WA WA WA WA WA NIA 14301M ANCHOR CAPACITY TABLE. tPOWCf71On wMtho 2AnehoN®2.25'MDI.OAl F4,31p(flg.or 350160 750IM 2801ba 7051M 470 IDS WA 280 IDS WA 315106 WA NDibe WA 3411M 442IM 5801D! 11111 l� ��4 An0hora®1.15-MIS.O.CJ F421p(PI09J: 400100 7041M .. WA WA WA 36016% WA WA wA WA NIA 0621ba BBS IM it201MNOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -•'j1.082" r- --j 1.000• t-^ itTABLE NOTES: m ade FroduCI Control FIGURE I• FIGURE 2: FIGURE 3: FIGURE 4: FIGURER: FIGURE 9: 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ytt y t 1 t 1 t 17/ • • • • • • • • • • • • ON,......,, 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE • • • • • • • • • • 3)MULLION AND MULLION CLiPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 4.000' 4.000' -:. No.58%05 ' SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23,FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 77 FIGURE 5: FIGURE 8: FIGURE 7: VTATE 4)SUBSTRATES:CONCRETE SHALL CONFORM 70 ACI 301 SPECIFICATIONS.HOLLOWANDGROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 600.WOOD SHALL BE :Q F ✓L„ PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 1 iiT�s F(.ORIDA.•`�, 6083-TS AND BEA MINIMUM OF.128'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045° 376• 375° �� ` THICK(18GAUGE).STRUCTURAL STEEL TOBEAT LFAST.126"THICK AND A38.ALL ANCHORS -i' ,17 0NAI yy`� ANGLE CLiP(FIGURES 5&6)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10&#12 1'X 4'X.375' I i"X 4'X.376' r 2 t 17 R ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. ";'.MULLION MULLION A.LYNN MIk"L�R,P.E. FL P.E.#68705 TABLE BA Mullion Capacity Table Ibstfe) Opening Widlh(for vererally-sperning mNlions)or Opening Helght(for Md rdely-sperWrg mUllons) 50 in 60 01 701n 801n 001n Win 120 In IQ In 180 In dp 1.26"x RealonONar I Treplydang. Ractanedor Tnp/Rlene. RactangAer TrepTdang. Reclengutar hapRdenO• Rectenpbor TnplTrleng. Roclenguler TrepTdeng. Rectangular 77apRtl6ng. Reotangutar 7r4plrlanA• RaclmgNer Tnplllleng. 3,188"x Loafing ]Loading 2g•Loafinng• Loadne ypLoadna Loadne W%inang• Lnadng Loafing pppLoadNppp9 Loafing lnaano Loadrg lnndng Lowing Lood.gg Loadln0 Lwdhv SY .266"Alum Tube Mull 6� LID D b�- 8 6�' 8 �� 8 � � d�' b � � b� �^ � 0 b� b 6� � �� b 8a� a �' 6 � N 11 l II ll z 421! 170.0 620 170.0 435 170.0 744 170.0 478 170.0 688 170.0 606 170.0 982 170.0 518 170.0 1110 170.0 621 170.0 1240 170.0 $21 170,0 1488 170.0 621 170.0 1735 170,0 621 151.6 1760 170.0 621 481n 170.0 708 170.0 524 170.0 850 170.0 684 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 880 154.8 1548 170.0 6110 132,7 1648 170.0 600 110.1 1640 170.0 860 LLI 50.825 In 170.0 747 170.0 663 170.0 698 170,0 031 170.0 1048 170.0 684 170.0 1183 170.0 723 170.0 1345 170.0 747 167.0 1468 170.0 758 139.2 1468 170.0 766 119.3 1466 170.0 756 104A 1485 170.0 750 64 In 170.0 797 170.0 612 170.0 968 170.0 691 170.0 1118 170.0 764 170.0 1275 170.0 603 163.1 1376 170.0 637 146,8 1378 170.0 850 122.3 1376 170.0 081 104.8 1378 170.0 861 91.7 1378 170.0 861 m CD I••' so in 170.0 Co. 170.0 701 170.0 1063 170.0 7% 158.9 1158 170.0 878 139.0 1158 167.4 930 123.8 1158 156.0 919 111.2 1156 150.0 912 92.7 1158 144.8 905 70A 1168 14.11 005 00.5 1135 144.0 005 W c0 J 631n 170.0 930 170.0 746 160.1 1051 170.0 050 137.2 1051 155.8 1162 120.1 ID5i 1428 618 108.7 1031 132.3 037 06.1 1051 125,7 030 60.1 1051 119.5 022 0&6 1051 118.1 82t 60.0 1D51 119.1 821 g D. J 7 g BB in 181.1 857 170.0 789 139.3 957 161.8 805 110.1 957 134.0 780 101.4 897 121.8 777 028 057 112.8 767 83.6 057 108.6 750 99.6 857 100.0 700 59.7 957 05.8 748 52.2 057 08.0 748 Z J i 1m1 c 721! 126,7 604 IJ52 698 1%,J 801 116.2 804 01.8 804 101.3 %1 BOA 604 91.4 680 71.6 804 84,1 850 141.1 861 7&11 84J 57.6 001 72.3 633 40,0 004 69A 828 40,2 804 69.6 826 g 781! 108.4 771 114A 630 912 722 %2 618 78.2 722 85.3 808 SaA 722 76,7 SBO 80,8 722 70.3 688 64.7 722 65.8 B60 45.0 722 69,5 670 30.1 722 66.7 605 34.2 772 66.2 604 = LO 781. 1012 685 103.8 600 04,4 865 69,8 588 723 055 76.5 677 63.3 685 70,6 668 t4- 64.5 680 60.6 686 60.1 653 42.2 685 64.3 643 36.2 685 51.4 537 31,6 683 50.7 578 r F N 90 In B9.0 515 68.0 457 54.8 515 57.5 449 47.1 6% 50,1 441 41.2 515 4.7 434 40.6 428 33.0 515 37.4 422 21.5 615 33,1 413 235 515 30.6 407 20.6 515 29.1 104xZOBIn 045 453 655 404 45.3 453 47.1 3% J8.8 153 41.0 391 33.9 453 30A 385 33.0 379 272 453 3&4 374 22.6 463 28.6 368 19A 453 212 300 17.0 45J 220 358 �� 10111! 70.1 350 39.0 323 31.8 J58 J2B 316 27.2 3611 26.4 JiJ 23,0 J56 202 J06 22.7 301 10.1 356 205 300 16,9 755 16.0 283M1111! 75.1 331 355 306 29.3 J36 30.1 J01 26.1 Jag 28.1 297 22.0 336 232 293 20.0 209 17.0 338 19.1 285 Ix x120 in 27.6 200 265 204 2J2 280 3.6 280 IB.9 290 20.0 258 17.4 290 182 263 10.4 249 1441. 16.1 201 182 166 Q N ¢ Q 0 TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Ce eci Table fibs) ANCHOR CAP.,,o„�, sutalratr 2.7K Corclle 3.6k Core. Raww a4u Flued cLlu PT wood IAds (DP,)X( )=ANCHOR CAP.,,, d16'EleO 114'aS IXD(Y16'9c0 114'65 Elco gi05ted '112 Wed 012 Sleet MULLION AnchorCllp Patterns AnchcrTppa 3'18'Elto Uecao3 114•ErcoUltrSCO. Umaton a16'Elto Wnicot 114 FxoUN6cOn Aggrecalor uer4ctn Agg2Odar Scraw(G5)SC(eN(G5) SCM(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge pstarce fin) t• 2-VT 1• 2-112 3116' 1• 2.112• t• 2-V2' 2 &110' 7 0.48• 0.64• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embednel n' 7-3141 ta4' 1314• 13'4• 2- 1-114• 1-114' 1414' 1.114' 1414' 1-114' 2' 1a8• tae' vMes ACTUAL PRESSURE REQUIREMENT FORTHE 2Anttgn®4.75'tAl&O,C.ISlandardor Ortel Cl1fFlg.O: 300 lbs 390 Its 4•a tos 800 los 1044 lbs 27OMS 280 IDS 35A lbs 740116 374 lbs 664108 DIG Rd 3111bs 442MS 660 lee OPENING,WHEN IT IS LOWER THAN THE MULLION 4Anchors®1.16•MSL O.O ISImoard(or Ogset)Cllp(Rg 2) 480 lbs 703 Its NIA IVA RIA IIIA 3801!6 IIIA IUA IIIA IVA IUA 6821Ds MME roe ual its CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Ancron®3,MIn.O.C.1(2)No Arole Clips 1 g3 Me Ns 78010e 00 Ib" 58)Its 18901bs 15410 los 660 roe IIA 760lbS 74B lbs See tbs 1893 IM %2106 6851116 1120106 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Arxmn®0AVMIn.O.C.1UCBp.Wo.t2PA1UM.(Fg.4) IIIA IUA NIA IUA IIIA IIIA IUA IUA IUA 111A IUA IVA NIA IUA 1430106 CAPACITY WHICH MAY BE USED TO QUALIFY 1Arclnrl FCA g. HIS Ds 195Ibs 2251ba 451Da 87211& 1351bs 140106 177108 J701o6 1B7 lbs 932 Re 473 to 170®s 221 IDa 2811108 ADDITIONAL ANCHOR OPTIONS FROM THE 2 AMIpn®1.16•IdIrt O.0/FCA g. 2401ell 3•-11 lbs IUA IVA IIIA IIIA 104 foe RIA IUA II/A IVA IUA 3411bs 442 tin 560104 ANCHOR CAPACITY TABLE PRODUCPRBVISBD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. ascotnplylDywith(bePloldf Bunding Codo _ FIGURE I: FIGURE 2: )"-'1.250'-I AcapionggNo , .01 TABLE NOTES: e. • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Mimi ade Prodecl Control ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. r/ FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.188 ` `a��ONY cENy ANGLE U P-'•.•.p 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. 266' No.58705 _ IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL •'',�� ! lt��r ` BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE ` • 6063.75 AND BEA MINIMUM OF,125•THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND OW, S A •O • .046'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126'THICK AND A36.ALL 125'X 3.186•X.265'MULLION �� '•.�20RIDP,•''•\?�� • 0 d ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1.114'VF MULLION) • 7F10&N12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. A.CENNITy(-f(.LBR;P.E, FL P.E.f758705 TABLE 9A Mullion Ce a01 Table Wafft1 Opening Width(for vorticallysponnirg mullions)or Oponing Height(for Mrizontaltyapannlrg mUllom) �c min 601. 701. 801. BON 1001A 1201n 1401n 1601n ¢(Oj• LLO Reclpngdar TLnd.ng. Reclen9Nsr nwrezng. Nelengcbr TmprTMn9 RxIenguWr TnprIllkag. Rsctmgular Tmpp7daig. Reciangutar TmpT6.9. Rackngder -#Tden9. P-4ngater T plMng. Racleop.I. T prrdeng. 1•„6.10026 LoedBq Lwdno Lwdng L..&O Losd9g Lwdng l.oedng Lording Lwdng Loaning Lee g Inad9g Lwdw Lwdng Loadln0 L dmg Loedrg Loadng Oar` W Alum.Tuha p ,b•�_• g �• A p �• _ & � c _ _ _ _ $H _ _ _ & &Yg� rL Mullion N Z u��tt� 421n V0.01 620 170.0 475 170.0 1dd IT0.0 d70 170.0 888 170.0 60a 170.0 992 170.0 518 170.0 1116 170.0 521 1813 1118 170.0 621 127.7 1118 170.0 621 109.5 Ilia 170.0 521 95.8 1110 110,0 521 Q 48 In 170.0 1 708 170.0 524 170.0 84D 170.0 684 187.9 BIB 110.0 830 118.7 978 1)0.0 661 130.4 976 170.0 677 111.3 978 170.0 880 87.9 070 170.0 660 83.0 978 170.0 880 73.3 078 170.0 680 50926112 110.0 717 170.0 603 170.0 899 170.0 871 150.7 927 1700 881 131.9 927 18a.6 708 117.2 827 15171 690 105.7 827 168.3 figo 87.9 927 168.3 69S 7617 027 156.3 895 65.8 821 168.3 595 MIn 170.0 707 170.0 612 164.5 869 170.0 set 132.5 1168 153.9 683 1180 BBB t/t.a 689 107.0 889 171.0 660 82.7 889 1289 ON 77.3 689 1288 852 66.2 NO 128,8 852 51.9 889 128.0 652 LU o Q 1171. 117.2 748 167.6 874 118.4 718 1323 820 102.7 718 117.8 808 80.6 NB Ie7.e 689 TB.O 716 101.0 582 71.8 118 98.6 BB1 68.7 748 B1] 683 81.2 718 97.3 689 U.8 718 83.7 687 fn (Y1 (� 871. 127.7 871 IJ2.0 678 107.1 877 1112 666 88.1 017 10017 6S8 77.7 677 B1A 618 887 817 85.2 618 81.8 877 81.0 631 61.8 en 77.0 629 41.7 877 787 620 987 077 78] 620 fn J 601n 107.6 617 114.1 630 89.7 617 07.6 610 78.9 Oil 88.3 We 87.3 817 78.3 500 69.6 617 726 404 6J.6 BIT 88.7 169 44.6 617 AIA 487 36A 1111 67.1 182 33.6 611 03.7 162 a dd 7 72112 S23D25.1 87.1 460 89.1 618 713 440 59.2 618 85.2 432 51.0 518 60,8 625 46.1 515 64.2 418 41.4 810 60.7 414 34.5 818 4817 408 29,6 515 45.0 105 26.9 616 16.0 d05 18112 117 406 58.7 485 026 age 60.3 486 64.8 390 U.1 487 49.4 384 19.2 465 45.3 3111 35.2 455 42.2 374 20.4 465 389 967 26.2 465 38.5 381 22.0 485 307 383 J [J 781n 880 361 64.3 UI 57.7 379 48,6 U1 50.0 372 40.8 441 45.4 366 38.2 441 41.8 380 326 441 387 356 71.2 441 3117 349 23.3 441 33.1 348 20.4 441 32.7 345 BON 43.8 285 36.4 372 37.0 288 30.3 332 32.3 284 285 372 20.8 280 23.8 332 26.1 218 21.2 J32 24.1 272 17.7 332 21.3 288 153 332 10.6 262 13.3 332 163 200a�-- 9etn 36,9 260 29.1 281 703 258 28.0 281 18.4 252 21.9 281 23.6 246 IgA 291 21.3 214 17.6 281 19.5 241 14.6 201 17.1 238 125 281 16.8 237 1081. 76.1 NB 70.5 D. 21.1 205 17.6 7J0 16.3 201 16.1 230 182 198 Z 23.1 19721s 19.4 194 16.2 170 tiB 187 15,3 187ULI Q N TABLE 9B Anahar Ca ael Table Ibe ANCHOR CAPACITY ADJUSTMENT FORMULA: 3r Z � Bubetmio; 231,Cammte 3.6k Caro, HnOow CMU FRIM CMU PTWood Mehl ppb ANCHOR CAP.,,,,,•,,, -� ( )X( ,o ANCHOR CAP.,m 6/18'Elw 1!1'63 EloO 5.10'Eko 1/4'96 Eko 010 9ted 0128111/11 0128kd MULLION CAP.,,,,•. Anchor Clip Patterns AmhorTyps: 3116,E111 UNecon 1/4'l:kg Uiuxon (9Be0M 3N6'Elco Uiheoan 1(Y EIcol9lmcon A9gm0aror UIU=.n AgDmGetor 6pmn(05)an,,'(G5) screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Dial-Qo): 1' 2.112' 1• 2-1f7 3.1/0' 1' 2.112' 1• 2.1/24 r 3.116• 2' 0.46• 0.64• 0.324' CAPACITY REQUIRED•CORRESPONDING TO AN Embedment Qn: 1.314• 1.3'4' 1.774• 13)1' 2' 1.114' 1.1/4' 1.114' 1•t/d• 1.1/4• 1.114' 2' 1318• I31a' 1e6oe ACTUAL PRESSURE REQUIREMENT FOR THE 2AmI-@4.75*Min.0.QISIaMmddr064a1C0(Flg.1): 39013 39013 450 Ins 89013 164413 270 On 28013 35413 74013 374109 88413 94616. 34119, 44216. 660 IN OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Annh--@1.f5.61In.O.C./Standard(er OlbOp CIO(Fig.2r. 480lon 70013 WA WA NIA WA 300 In, WA WA WA WA WA 682 On, SB51W 1120 W, CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anehere®3'M9L O.C./t2)2,5Angle Clips I(Fig.3k 78013 780W a8013 15801bs tam lea 640 We 6W Io, WA 76DI3 74810, am 13 189213 082 ins 88513 112013 MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Anthem®0.54'M1..o.C./U431p,Intd.10O'Alum.(Fp.4): WA WA WA WA MIA WA WA WA WA WA WA WA WA WA 05013 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor 11 11 IFM.6): IBS l3 19513 225 Ws U5 t3 622 lbs 13513 14013 17113 37013 10713 3721112 47313 170 roe 22113 28013 ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anon-A 1.15•Min.O.CJ F471p(Fig.Or. 240 W, 35D 13 WA WA NIA WA 100!no WA NIA WA WA I WA 1 341 Ito 44213 660 We ANCHOR CAPACITY TABLE MOD=RBVISSD andNO�p�� LPIDdaB .1 c4apm9oeN 4`• .Q^ FIGURE 1: FIGURE 2: TABLE NOTES: -1'260' p • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Aleml ado Pro um Courrol ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 3111111! FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 0' 1 LYNN ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT'DIMENSIONS,SEE 3.260' `�• �10ENSF'•.�.f, CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS =�,:• r BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 140.,18705 _ IN PAIRS. 4)SUBSTRATES;CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND FIGURE 4: FIGURE 6; FIGURE 8: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL .100' --O•'• ,,2_.q /BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE �f %� U 0•••. gjp7E b�l'�;((/�` • 6063•T6AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND �•.,•r•CORIOp•,••G�C� • ® ® .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 125'X3.26'X.100' • #10 8MULLION #12 ANCHORS INTO WOOD MAY BE STEEL,18-8S.S.OR 410 S.S. A.LYNN MILLlt�.P.E. FL P.E.#58705 TABLEIOA ® � Mullion Capacity Table Obs/H1) Opening W dlh(forvollcey-9pof"n0 md6ors)orOponing Height(forhodmriBQyspandrg mullions) 'e P rr SO In 601. 701n Born 90 In 1 100 in 1201n 140 in 16D In 136%336 R4c1on0Olt TupfliI.R. AMI 2olar 1 TI.p/Tdang. Roct.noTup7dar9. llw.ngolu TmpTdmg. Ra l rod r Tnpfrdang. RSclargolar T.#Tdong. Rod 9.1, Tmp'rdang. R5d5ngAaf Tupadang. Rdctanguor TrSpR 71daig. � b ,824 Loogn9 Loodllg LcadOg Loading Loading Loading Loading Loading L.29 L-411 Loading L.4,14 Load'ug L-Sng Loading Loafing Loading UadOg Y O Alum.Tube .�',� .� .<^ .b' '� a IE •-e_ B„ .e •�' .�' b .-f i- 5.. 'E 'E,. .E_ 9 e -v E.. -f •E o. � d Mmuon og a g ug s >tg a a �- £g £ ��. a £€. rL £e £ £R £ £�. £ It �g s ag IN b9 ugge u vfi ua66 v u u ugg� u u� u ugg v r vg ug ugge u � 5 Segg B ug a5 5'� �' 5•� 5 t9 5 t] E'$ s9'�c S t9 53 s� '0 e� 5 5 5 0g 5. 5 a, '51 5•'o- VJ � m �� 9� �& ig X12 U to �r< 11 10 1g 8� �g I'l :1 .1a �� a� $� �t f� 8d i� 83 se �� 1a $d 31 1tt I� zz 421n 170.0 620 110.0 436 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 110.0 619 170.01 1116 170.0 621 170.0 1240 170.0 521 1700 1488 170.01 521 110.0 1735 170.0 621 170.0 1887 1110.0 621 48 in 170.0 705 110.0 524 170.0 850 170.0 681 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1216 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 169.1 1979 170.0 600 140.6 1919 170.0 680 50.625 In 170.0 747 170.0 663 1]o.o a96 1T0.0 831 170.0 1016 1 170.0 684 170.0 1196 170.0 123 170.0 1346 170.0 747 170.0 1494 170.0 760 170.0 1793 110.0 756 1526 1077 170.0 766 133.6 1077 170.0 166 541. 170.0 707 170.0 612 170.0 966 170.0 691 170.0 1116 170.0 764 170.0 1276 170.0 603 110.0 1434 110.0 837 170.0 1594 170.0, 058 156A 1769 170.0 861 134.1 1159 170.0 861 117.3 1759 170.0 861 W co 601- 170.0 885 170.0 701 170.0 1063 170.0 797 170, 1240 170.0 070 170.0 1417 170.0 94 161.1 1611 170.0 900 146.0 1511 170.0 1033 120.8 1511 170.0 1063 107.6 1511 170.0 1063 90.6 1511 170.0 1063 63 in 1740 930 170.0 145 170.0 1116 170.0 BSO 110.0 1302 170.0 940 166.6 1370 170.0 t0I5 t392 1370 170.0 1076 126.3 1370 164.0 1062 101.4 1370 165.9 1072 09.6 1370 165.3 1070 789 1370 155.7 1070 UI 66 In 170.0 974 170.0 789 170.0 1169 110.0 903 155.6 1248 170.0 1002 1362 1240 159.6 1013 121.1 1248 141.1 1000 IDBS 1248 139.0 989 90.0 1248 170.4 970 1/.0 1240 129.0 976 68.1 1240 129.0 976 �• c721. 167.8 1019 170.0 BTB 139.9 1010 160.2 897 119.9 1049 172.1 816 107.8 1019 119.1 860 912 1019 109.7 BIB 07.9 1019 102.7 038 fi9.9 1019 913 B2S 59.9 1019 912 820 624 1019 91.1 820 3 ?Gin 112.1 BIf f/9,t 012 118.9 941 126.8 805 101.9 941 1111 791 89.2 911 100, 777 793 !H 01.7 166 71.4 411 85.6 767 695 941 71.6 iN 61.0 ell 74.0 737 44.6 941 733 736 rcz 70 lo 132.0 894 137.6 103 110.0 894 116.9 767 943 894 102A 167 62.5 894 01.9 740 73.3 094 U.1 730 65.0 891 10.3 721 65.0 894 70.7 707 41.1 891 67.0 701 41.3 891 66.1 698 d, a- 901a 86.9 671 80.7 596 71.6 671 74.9 605 61A 671 66.3 616 67.7 671 60.2 6% 41.7 811 62.9 650 43.0 671 48.0 651 35.0 671 43.1 539 70.7 611 39.1 631 25.9 671 37.9 526 c14 Q N O 961. 70.8 590 72.8 527 59.0 690 GIA 518 60.6 690 63A 509 44.3 590 47.5 502 39.3 690 43.0 494 3SA 690 39.6 488 29.6 590 31.7 171 253 590 31.6 169 22.1 690 29.0 464 � X z � 1c 1081n 49.7 166 50.0 421 41A 411 11.8 414 35.5 466 37.1 40B 31.1 466 32.9 402 27.6 466 29.7 396 24.9 466 27.1 391 20.7 468 23.6 782 17.8 488 21.2 375 15.6 466 18.6 370 N `- IIIIn 46.0 441 48.7 400 70.2 411 39.3 323 32.7 441 74.1 707 28.6 111 30.2 382 26A 441 27.2 376 22.9 441 21.8 772 19.1 441 21.6 367 IBA MI 19.7 356 119 611 17.8 ]51 W M Jr 1201n 36.7 778 369 114 302 310 31.0 339 25.9 370 26.0 334 22,7 ]7B 27,7 229 20.1 778 21.3 32S 16.1 ]IB 19.5 321 16.1 310 16.7 314 L1(' X 5 Y 14110 21.0 262 211 212 17.5 262 17.8 239 IS,o 262 15.7 236 (J Q N TABLE 10B g, ' to0 sO Anchor Capacity Table(lbe) ANCHOR CAPACITY ADJUSTMENT FORMULA: SucOl2f0 27k 0orcR4. 3.6h cone.I Haocce C61U FIIWC7,tU PTWood Mda (DP_)X/ANCHOR CAP.,,,,,,-,)=ANCHOR CAP.,,, Anmor lypa 3116'Elco Utlam fl4'Eko Uemcan WIG 3116'Elco Ulla0n 114•Eko UArdcon 114'I Eko 5116'Eko 114'99 Fico u10Stad 012810el a12 Steel ``MULLION CAP.,,,,,,,,, Anchor Clip P6tleme U11mcon Ag gxOdor UBracon Aggreftor Scmv(05)9crw(05) Screr(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR gage nstarce n r 2-112' 1• 2.11r 3118' 1• 2.1121 P 2.1T 2' 31/8^ 2' 0.48• 0.542 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embednenl Un 1314• 13'44 13M' 13.4• 2• 1.114• 1.114• 1-114• 1-114' 1.14• 1414' 2' 1.918• 13T6' vales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anelnn®4.76'1AIIL O.C.I Slafdwd"Offset Cip Mg.131 390 roe 3901'! 450 lbs WO 105 1644109 mows 2111 sa4 Dl 74oIM 3741M 664 toe 046Me 341 Ros 442105 660 too OPENING,WHEN IT IS LOWER THAN THE MULLION 4AMh6,.@I.15.7AN O.C./Standard of0fMt C0 (Rg.2) 48D los 700 We tllA IVA 111.0 IVA 060:: IIIA IVA IIIA IVA IVA 6821M 885IM 1127 Ne CAPACITY(FROM THE TABLE)OF THE SELECTED /ArcflOn(�3'IAVI.O.C.I M 2r6Argle Cops I(Mg.331 7001'5 7WU 680@s 15MMS 1B961M 641DIM 6B31m II/A 760100 7481M 890[be 1692109 602 IDS 885!be 112)&s MULLION,IT WILL YIELD A MINIMUM ANCHOR 3Amt i.O WFIT6.C./UC0p,1nlo.100'Arum. g.4y N1A IVA NIA IUA NIA NlA 1VA IIIA I IVA UTA IVA IUA IVA IUA 1 060 los CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arcmr/FCO (fig 41 1051m 1059 225 IDS 4451W 6221M 135lbs 14o on 1771'5 V61M 1871M 3321hs 4T31M 170101 221100 2BD Ibs ADDITIONAL ANCHOR OPTIONS FROM THE 2 AncrOn 1.15'ldln O.CI FCG 0.6) 2401Es 9A Ns IIIA WA NIA WA Igo IM NIA IVA R1A IVA IVA 3411M 4421M LBOIbs ANCHOR CAPACITY TABLE. PRODUCE RBVISPD ulldl�n IYC ddo hh the Florida roe{dmlw No Q FIGURE 1: FIGURE 2 TABLE NOTES: t2111 • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION dl ad,Product Con' . ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: ANGLE 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3. Q@. \O[NSF''•.,.f+ i� CLIP MUST SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 0 BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 'TY IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C30.WOOD SHALL4, • 'BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE p STATE OF 6063-TBANDBEA MINIMUM OF.100'THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND '•�'�<<••,.FCOR1pp,,•',��'C� e .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A3&ALL sS ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.25'X 3.25'X.624' ,;ONA1.E,``` #10&H12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION A.LY'W1941akk P.E. FL P.E.#58705 TABLE 11A ___ o �m21n1y �h Mullion Capacity Table ObeBP) yDr Opening Width(forveRicelly-spemVnO m181olt9)orOpening Haight(forhodzo7te panning mU6ons) 501n 601n TO to so in 9010 10010 1201n 140 In ISO in O R«r3- lar Tro Ian. Racmnaafar Tca noon Recmn ar Te A Recle lar Tlaprrdang. Radon lac Tra Irdan. Roclon du Tm long. Regan lar Tap7da0. Raclen or Ta ding, Raala dor TupM!..g. 116%3,94 �° Mr g D & gni P� M• nge Bu D 9 9 M 1W 0 8tl P'T n8 ti %.6� Loading L.01.g Laadng Loading Loading Loading Lovfig Loadig Loading Loading Load 9 Loading Loadug Loading Loading Laodag Loading Uad9g �y Alum.Tube .5 9 � •5 E ,. •�.. •8 •s �,. "-., '� �.. •� ,. � .�' � .. T .. •� •�,., �` Mullion z s o a vo s 3-g a s a s a �.� u 11 s a@ i x� a �a k F@ u�0 � v u@ u u S d u" 8.9 z "`�42In 110.01 620 1170.0 435 110.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 619 170.0 1116 170.0 621 170.0 1240 170.0 621 1170.01 1188 170.01 521 110.0 1776 170.0 521 170.0 19117 1T0,o fi21 W 40 In 110.0 700 170.0 624 170.0 060 170.0 684 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 trod 680 170.0 unit 770.0 680 110.0 1903 170.0 680 170.0 2267 170.0 680 N 50.62510 170.0 717 170.0 663 170.0 B96 170.0 631 110.0 1616 170,0 884 110.0 1196 170.0 723 110.0 1346 170.0 147 170.0 id9! 170.0 768 170.0 1793 170.0 756 170.0 2092 170.0 766 170.0 2391 170.0 766 2 541n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1275 t70.O e03 170,0 1434 170.0 837 170.0 1694 170.0 BS6 770.0 1913 170.0 661 VIA 2231 110.0 061 150.2 2403 170.0 861 W CD m 607. 170.0 885 170.0 701 170.0 1067 170.0 797 170.0 1240 170.0 076 110.0 1417 170.0 914 170.0 1694 170.0 996 170.0 1771 170.0, 1037 170.0 2125 170.0 1053 14U 2153 170.0 1063 129.8 2163 110.0 1063 631n 170.0 930 170.0 746 WOO 1116 170.D 850 170.0 1302 170.0 010 170.0 1/eB 170.0 1015 170.0 1673 170.0 1076 770.0 1869 110.0 1122 ID 2110 170.0 1169 134.6 2060 170.0 1171 117.7 2060 110.0 1171 � W 6610 170.0 914 170.0 789 170.0 fi69 170.0 903 110.0 1361 170.0 1002 170.0 1569 170.0 1086 110.0 1763 170.0 1155 170.0 1810 170.0, 7210 143.0 1966 170.0 (276 122.6 1906 110.0 1286 107.2 1966 170.0 1266 Z N • 72 In 110.0 1067 110.0 878 170.0 1276 110.0 1009 170.0 1188 110.0 1128 170.0 1700 170.0 1228 151.1 1737 170.0 1315 139.7 1731 169.6 1386 115.6 113! 165.9 1361 A9.1 1774 I60A 1762 88.7 173! 150.2 1752 J 0 761n 170.0 1172 170.0 937 170.0 1346 170.0 1080 168.6 1558 170.0 1209 147A 1666 166.2 126S 131.1 1556 151.5 1266 117.9 1656 141.3, 1251 90] 1566 123.3 1229 81.2 1556 1223 1219 73.7 1658 121.2 1216 _ TS in 170.0 1161 170.0 967 170.0 1781 170.0 1116 165.9 1477 169.3 1245 136A 1477 152.0 1224 121.2 1477 139.1 1206 109.1 1477 129.6 1191 90.9 1477 116.9 1169 77.9 1477 110.8 1168 60.2 1177 109.7 1164 2 90 In 142.0 1110 146.6 986 INA 1110 123.9 968 101.5 1110 107.9 951 88.8 1110 86.3 936 70.9 1110 07.6 922 71.0 1110 BO.7 910 59.2 1110 71.3 691 60.1 1110 66.6 678 44A 1110 62,7 070 ~ Q p 961. 117.0 976 120.3 672 97.fi 975 101.5 866 63.6 975 B8.3 042 73.2 975 76.5 829 65.0 876 71.2 817 59.6 975 66A 507 49.8 976 67A 789 41.8 916 523 776 36.6 976 49.3 167 •4Z 10810 52.2 771 51.0 696 68.6 771 70.7 605 68.7 711 91.7 676 51A 771 65.3 661 16.7 771 19.0 655 11.1 771 41.9. 611 34.3 771 30.9 632 79.6 PI 36,0 621 25.7 171 32A fill Ill In 76.7 730 77.3 661 67,1 730 66.0 650 S1.1 730 56.7 810 47.3 770 49.9 631 42.1 130 45.0 622 37.9 730 41.11 614 31.6 730 35.6 600 77.0 770 31.! 689 D.T 730 29.6 591 W CO c 12010 69,8 626 61.0 669 19.9 624 51.2 560 12.8 626 64.7 552 77b 67A 39.2 611 33.7 624 35,3 677 70.9 624 323 631 25.0 621 27.7 619 71A 62! 21.6 b09 18.7 911 22.6 601 X ILS 14110 71.7 173 35.1 Igo 28.9 437 29.4 395 2{,B 433 26A 790 21.7 I7] 22.1 705 18.3 477 20.0 381 17.7 433 15.2 776 U h Q O O d r O U) TABLE 11B ANCHOR CAPACITY ADJUSTMENT FORMULA: AnchorCeipaelty Table(lbs) -7 ANCHOR CAP.,,,,,,„, 8umlmte 27%CorcMe 9.68 Cant. MdION CMU FlOed CLIU PT WOW Iddtl (077,,,)X( >=ANCHOR CAP.,,, fV16•Elco 11"r Ek0 SUR Etdu Mr SSEico 01051ed 412slml #t2 SIM MULLION AnehorCLip Pottam■ Anahrr Type 3'IC Elcoillmoo 114•EkOU52co0 Unmcon atc Elcounracm v4'Ek0u10aem AggreOala u8racm AggRAtla screw(GS) (r95) straw Lain USE THIS FORMULA TO OBTAIN THE'ANCHOR Edon aslame0 1' 2-lir 1' 2-112' 3-1re' 1' 2u2' 1' VM574.8 3-118^ r 6.45' 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Fmmanml n' 1316' 13'4' 13r4' 13'4• 2• 1-714' 1-V4• t-1/4' /4' 1-114' r 136' 136' varies ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors�4.7fr Mn O.C./Standard or Orael Cep pig.l) 390 lbs 3g0Ins 4!0 Ina 6001m 16"lbs 270109 2801bs 3571m ms 664 roar 818ne 371 Ina 442 be 660 to OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AmhaiQ 1.16'L(In O.C./81a1mm(of Ofsel)Up(Flg,2YY 480 IM 700 gat IIIA IVA IIIA RIA 300 Its IIIA A IUA WA 682lbs 885IDS 112D 010 CAPACITY(FROM THE TABLE)OF THE SELECTED 1 Anchors@3'I,IIn.O.C./ 26Angle Clips I ORg.3Y leO lbs 700 DO 680105 150 It. le831bs 640lbs $gobs IIIA Ina 660 ms 1902m 6B213s 685118 11202s MULLION,IT WILL YIELD A MINIMUM ANCHOR 4 Anchors�0.5!•LIIn.B,C,f UCIIp,InIOJ00'Alum.TIg.4)' IIIA IVA IIIA IUA IIIA NIA IUA IIIA A tUA IUA NIA IUA 1267 Me CAPACITY WH ICH MAY BE USED TO QUALIFY tArcl'Orl F-0ip(Fg.61 195 ros IGSIDs 726109 445 i0s 822149 138109 140I0e 177109 ms332109 473119 noms zzl tin 2110 1m ADDITIONAL ANCHOR OPTIONS FROM THE240 ros 3501bs IUA IUA IIIA IUA 1901W NIA A WA IUA 31003 1@Ind 5801011 ANCHOR CAPACITY TABLE. PRODUCTRHt71SHD B complying wN1 d7e Flodde Bugdlllg Obdo FIGURE 1: FIGURE 2: t2511 AooaptmoNi TABLE NOTES: l • 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION IWW ado Ro uc Control ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. `\\\\I I I I I I II" 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE. ..••••••,(( �� FIGURE 3: ; �\CENSE'•.F� �� ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3 ' �4 CLIP MUST SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS _� C( Na.50705 0 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 �'O•:�- GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SWJl j)•' I !�O IS '•41; FIGURE 4: FIGURE 6: FIGURE 6: S ATE O BEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66,ALUMINUM SHALL BE O ` 4'� 6063-T6 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33AND.045-THICK(18 • LL 1-9-1 ® ANCHORS INTO METAL SHALLEXTENDD AT LEAST 3 SCREW THREADS BL STEEL TO BEAT LEAST.125' ICK AND A36.ALLEYONND THE MATERIAL. '/77js1111 NAL ,`,` • •1110 8 1112 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 1.26'X 3.94'X.024' A.LYNN MILLER,P.E. • MULLION FL P.E,79 58705 TABLE 12A Mullion Capacity Table b6/ft2 Opening Width(formace)ty-sperdi g intMons)or Opening Height(for horizBMey-sperving mt/llons) W � Win 601n 701n Win go in 1001n 1201n 1401n 160 in •� 0 Rectenpllar TreplTAarg. Rocton9u7ar Tmp/7dan9. RaclengAer 7re{NTAeng, RectOnOr/nr 7taplT0en9. Reclangula 7repRAerg• Reclanpler iMp7Aang• Ralw�lar Treprt114ng. RectangWar Tmp7tlanp. Ralan901or TrepRdeng. O 2%4X.26 Loedn9 Loadng Loadng Loading Leadrg Looting Loading Loading Loading Loading Loafing Loading Lcedirg Loading Loading Loafing Loadn0 Loafing q Alum.Tube Mulllon '1111 h P I, a '! • �p 6 1 .9 try' � b.5 5 � b5 b. � � b �' tr• .IZ� � �� .� �� b Ti m 42 In 170.0 020 1 170.0 435 1 170.0 744 170.01 476 170.0 BW 170.0 606 170,0 982 170.0 619 170.0 1116 170.0 521 170,0 1240 '170.0 621 170.0 1486 170,0 6391 170.0 17351 170,0 521 170.0 1883 170.0 621 Q 46 In 170.0 700 170,0 624 170,0 650 170.01 561 170.0 002 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 077 170.0 1417 .170.0 660 170.0 1700 110.0 6410 1 170,0 1083 170.0 650 170.0 2267 170.0 680 50.6251. 170.0 747 170.0 563 110.0 898 110.0 631 170.0 1048 170.0 684 170.0 1186 170.0 727 170.0 13{6 170.0 747 170.0 1401 1170.0 756 170.0 1797 170.0 Tse 110.0 2082 170.0 768 170.0 2J81 170.0 766 8 W 64 In 170.0 707 170.0 612 170.0 066 170.0 691 170,0 1118 170.0 764 170.0 1276 170.0 SM 170.0 1434 170.0 077 170.0 1594 170.0 658 170.0 1913 170.0 867 170,0 2271 170.0 601 170.0 2550 170.0 Bal � 0 o 601n 170.0 685 170.0 701 770.0 1063 170.0 797 170.0 1240 170.0 870 170.0 1417 110.0 944 170.0 1574 170,0 988 170,0 1771 1170.0 1033 170,0 2125 170.0 1083 170.0 2478 170.0 1083 160.8 20M 170.0 1063 a3 In 170.0 'BW 170.0 745 170.0 1118 110.0 650 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1659 170.0 1122 170.0 2231 170.0 1169 160.7 2553 170.0 1171 146.9 25W 170.0 1171 J 681. 170,0 074 770.0 788 170,0 1168 170,0 00.1 170.0 1584 170.0 1002 170.0 7658 170.0 1006 110.0 7763 170.0 1165 170.0 1848 110.0 1210 170.0 2338 170.0 1278 161,0 2477 170,0 12841 142.9 7477 170.0 1286 j d �• 721. 170.0 1087 170.0 B7B 170,0 1276 170.0 1008 170.0 1186 170,0 1178 170.0 1700 170.0 1715 17D.o 1813 170.0 1316 170.0 2126 110.0 1387 145.8 2181 170.0 f{B8 12;.6 2184 170.0 1528 109,2 2161 170.0 1670 ? (�= b 761. 170.0 1122 170.0 977 170.0 1340 170,0 1080 170.0 We 170.0 1209 170.0 1794 170.0 1372 165.1 1950 110.0 1421 146,0 1080 170.0 1505 123.8 1960 181.0 1615 100.1 t960 151,0 1535 82.0 1860 152.7I j Lu 7B In 170.0 1161 170.0 867 170.0 1J81 170.0 1118 170.0 1811 170.0 7260 170.0 1842 170.0 1369 162.7 1681 170.0 1174 137.1 1881 160.1 1600 111.6 1881 1{7.J 1473 98.2 1661 139.6 1459 86,0 1601 137A 66 901n 170,0 1328 170.0 1144 119.1 1388 150.0 1210 127.8 1388 136.0 1185 111.8 1398 121.3 1179 08.4 1398 110.2 1162 69.6 1398 101.8 1147 74.5 1306 69.8 1122 03.9 1398 82.7 1105 55.8 1390 76.0 Q N O DO In 147.4 1220 161.5 10811 122.0 1220 127,6 1070 105.3 1220 1113 Will 02. 1220 98,9 1044 51.0 1229 89.0 1Re 73.7 1220 82.4 1016 01.4 1229 72.2 993 52,7 1729 85.0 077 46.1 1228 62,1 108In 103.5 071 105.6 077 06.3 971 69.0 662 74.0 art 77.2 BIB 64.7 971 8414 837 67.5 971 61.8 826 51.0 071 68.6 816 43.1 971 40.0 796 37,0 071 44.0 782 32.4 971 40.8111 In 85.4 010 07.3 032 79.5 819 81.9 618 68,1 910 70,8 WO 59. 019 02.9 794 53.0 919 66.7 784 47.7 010 51.6 774 387 919 II.B 76(1 34.1 810 403 742 20.6 919 37,1 NX 1201 76.5 760 76.0 718 82.9 788 8<,fi 705 63.9 708 65.8 896 47.2 7418 10.4 655 41.0 706 44.4 677 37.7 760 40.5 BW ]1.6 760 34.0 &53 27,0 7B6 31.D 641 2&6 760 20AiHIn43.7 648 M3 664 70.4 618 37.0 488 31.2 646 31.0 497 Z7.3 6141 282 ;85 2{.3 548 25.3 478 21.8 big '22.9 471 70.2 6b 18.6 b4 16.0 816 173 155 1J.7 648 16.6 Q N Q O O TABLE12B ANCHOR CAPACITY ADJUSTMENT FORMULA: z�O O AnchorCapacity Table(lbs) ANCHORCAP.=,- sumlMte 2.7n Concrete sakCant. Hdkw agu FIJedCMU PTwood Meld (DP-)X( ,=ANCHOR CAP,,,, 51C FJto 114'6S Eke 51C Eke U4-SS Elco 910Sted fl1281ml Nit Steel MULLION OAP.,„,,,„, AnchorCllp Patterns Anchor Type 31161 Elco unnem 1I4•txounraeon unman &18'Elco unrxm 1lr Ekounmeon agpeOdor Uracm A92MOSIM 91"(Go)Slim(05) Screw(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Distance on) 1' 2-142• 1• 2417 31/8' 1' 2.1/2• 1• z-vr z &118• 7 o.m• ac4• o.s24• CAPACITY REQUIRED'CORRESPONDING TO AN EMMMCnI0ny lair 704• 164" 144' 2' 1.1/4' 1.114• 1414' 1-1/4' 1.14' 1.114• 7 I-w lye• rutin ACTUAL PRESSURE REQUIREMENT FOR THE 2Ancnom 4;4.75.811.O.C.I Standard orOftet CUP",162y 990 Res 390 IM 4•50W BDg Me 1644114 270D9 280114 351109 740114 374109 ss41m 946 tin 811114 442114 660 Its OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchm®2.68'IAIn O.C.I elan6lN(or Olfsel)Cllp 09.3y 740 Its 740114 63D IDs 1405114 1424114 NIA 5001. IIIA re51m WA BBD Its IUA 6B21os 885114 112DIm CAPACITY(FROM THE TABLE)OF THE SELECTED B Anchors®1.71•MIn O.C.I Slmdafd(a OInel)Cep(Fig.4y 685 IM 0001 768 hs 1845Im IIIA IIIA 705 fee NIA 790114 NIA IUA IUA 1022Im 1327114 16W Im MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Are"@TMin.O.C./T212k6 Angle Ceps/ i;a 780 lbs 7 m 6W Ios 15M Its 1808 tin 0109 560114 MA 760114 748[Its 860 tin 1592114 682114 685114 1720114 CAPACITY WHICH MAY BE USED TO QUALIFY 6Anchom®S'1.6n.O.C.I Tl)24SAngle Clips I(Rg.6y 1170Im 1170114 1020105 2340114 284d los BI Ds BdO lm IUA 1140114 1/22114 ' 1320114 ze3a lm 1022114 ts271m 1sW 114 ADDITIONAL ANCHOR OPTIONS FROM THE 3Ancmis®1.34'IAN.O.C.I UCUp,Into.121r Num ffh.7y IUA IUA IUA IUA II/A NIA IUA IUA PJA NIA IUA IUA IIIA IUA 60731 ANCHOR CAPACITY TABLE 6 Amhon®0.64'011..O.C.I UCiIp,In1o.125 Arm n.B) IIIA IUA IUA IUA t;1A IIIA IUA IIIA IUA IIIA IUA 7UA IIIA IUA 21 Im PRODUCFRBVISBD 2Anchm@ 2.68'8110.O.C2 FCUp(Fl90y 310609 370114 316114 7491be 712114 IIIA 280 Im NIA 340114 IIIA 140114 IUA 3411Es 4/21D4 [60114 Bulldina Code The FIoNd•• Mottar4®1.71"?Ain.O.C.I F171p(Fig.IOX 443 Its 675114 3791os 073114 NIA r1lA 353114 INA 308114 IIIA IUA IUA 61110s 661 PH &Olin C'Dlancu No �•O NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, 'Daw CID CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGUREI: FIGURE2: FIGURE3: FIGURE 4: 2.000' IOrN ede Producl Control • • • • • • • • TABLE NOTES: %\\\llllllll// 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR �� N q// GENERAL INSTALLATION METHODS. �� `�P.•' ••C4( • • • • • N \,\CENSE •.,'P FIGURE 5: FIGURE 8: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �' •'•1C • • • • .250" - 4.000' 7,- No.58705 3)MULLION AND MULLION SHOWN ARE NOT TO SCALE. SIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN • • • • THELOCFIELD FOLLOWING DIMENSIONALSESTRICTIONS SHOWN ONRSEXACT ETS 2411-23•FIGUR S SHOW SUGGESTED,APPROXIMATE HOLE �•,�Ct•tAll o( •FIGURE7: FIGURER: FIGURES: FIGURE10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT �'� . ...,ORIOH, •• :: • • (FIGURES 6&6) (CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL BE PRI=SSURE-TREATED YELLOW SOUTHERN PINE WITHAN SO OF 0.55. , Sly• ....... MUST BE USED ALUMINUM SHALL BE 6063-T6 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK 18 2'X 4'X.25'MULLION /I V/0( All, .� IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW I I I I 1 i t t 10" , • THREADS BEYOND THE MATERIAL.410&#12 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 S.S. A.LYNN MILLER,P.E. FL P.E.#68705 TABLE 13A v Mullion Capnotly Table I1611.012 Op oning Width(for leAicaly-sparrtng mUllons)or Oponing Height(for tndmrlt9Uy-sparrlrg mJllons) a� 601, BON 701, 801n 901n 1001n 120 in N01n 1801n a Reclengular Trap7dpng. R.,WWar Tmpltdmg. Raclmgul- Tmp/Tdena. Rodmadar TraprTnang. Rmtmgdm Tmplydmg, Recle,gdar Tt.p'rda� Raeteng l TreplDtang. Rmlanou T,.piTdeng. Roclanguler Tmplydang. O 2x8%,26 L�m0 Loadng Lmdng Lmdne Loadnn LoednO Loving Lmdng Loafing Lowing Lmdrm Lmdng Loodng Lcadng Lmdng Lmdng Lmdng Loadng G GGCII Alum.Tubo r F r r r r r p r p r r r p r oY og i �a �a v p., •q 0 o a o vr'.. o.� .. .. a ... Mullion � � �� g �g a ��, � ��, �g � g� rL� � a� � �� •$ :L� Jt >� � 1),g :L� >� �, � ��, 5 co 421n 170.01 620 1 170.0 435 170.0 744 1 170.01 478 170.0 868 170.0 608 170.0 892 170.0 518 170.0 1118 170.0 521 170.0 1240 170.01 521 170,0 1488 170.0 621 170.0 1735 170.0 621 170,0 1907 170.0 621 481, 170.0 708 170.0 524 170.0 850 170.0 681 170.0 892 170.0 830 170.0 1173 170,0 801 170.0 1275 170.0 877 170.0 1417 170.0 080 170,0 1700 170.0 680 170.0 19&1 170.0 680 170,0 2287 170.0 680 J W 50.025 In 170.0 747 170.0 563 170.0 BBB 170.0 631 170.0 1048 170.0 6% 170.0 1195 170.0 723 110.0 1345 170.0 747 170.0 1484 170.0 750 110.0 1783 170.0 766 170.0 2082 170.0 756 170.0 2381 1700 766 Q' rn 541n 170.0 797 170.0 612 170.0 056 170.0 091 170.0 1118 110.0 764 170.0 1216 170.0 807 170.0 1434 170.0 837 170.0 1594 170.0 618 170.0 1913 170.0 881 170,0 2131 170.0 661 170.0 2550 170.0 881 W O m O OD In 170.0 885 170.0 101 170.0 1083 170,0 792 170.0 1240 170.0 876 170.0 1417 170.0 944 110.0 1501 170.0 BBB 170.0 1771 .170,0 1033 170.0 2125 170.0 1083 170A 2478 170.0 1003 170.0 2833 170.0 1003 r7 M J 631n 170.0 930 170.0 745 170.0 1118 170.0 850 170.0 1392 170.0 840 170.0 1486 170.0 1016 170.0 1873 170.0 1078 170.0 185D 170.0 1122 170,0 2231 170.0 1160 170.0 2807 170.0 1171 170.0 2075 170.0 1171 Ir-- •--I 601, 170,0 874 170.0 789 170.0 7188 170.0 BOJ 170.0 1784 170,0 1002 170,0 1558 170.0 1086 170.0 1763 170.0 1165 170.0 1810 170,0 1210 170.0 2338 170.0 1175 170,0 2727 170.0 1286 170.0 3117 170.0 1288 Z �• e 721n 170.0 1067 170.0 578 170.0 1275 170.0 1D09 170.0 1488 170.0 1128 170.0 1700 170.0 1275 170.0 1913 170.0 1315 170.0 2125 170.0 1387 170,0 2550 170,0 1488 170.0 2975 170.0 1529 170,0 3400 170.0 1530 („) 0 701n 170.0 1122 170.0 037 170.0 1340 170,0 1080 170.0 1570 170.0 1209 170.0 1794 170,0 1322 170,0 2018 170,0 1421 170.0 2243 170.0 1605 170.0 2802 110.0 1829 170.0 3140 170.0 1684 170.0 3580 170.0 1705 Y 781, 170.0 1161 170.0 887 170.0 1301 170,0 1118 770,0 1611 170.0 1250 170.0 1842 170,0 1388 (70,0 2072 170,0 1174 170,0 2302 170.0 1584 170.0 2783 170.0 1700 170.0 3223 170.0 1777 170.0 3889 170.0 1788 `- V 001n 170.0 1328 170.0 1144 170.0 1594 170.01 1328 170.0 1859 170.1) 1498 170.0 2126 170,0 7853 170.01 2381 170.0 1793 170,0 2858 170.0 1818 170.0 3168 170,0 2125 156.0 7113 170.0 2273 130.5 3413 170.0 2361 Q Z 0 BB in 170.0 7417 170,0 1271 170.0 1700 170.0 1134 110.0 1983 7700 1822 170.0 2207 170,0 1781 170.*25 170.0 2833 170.0 2085 180.0 31 D9 170.0 2138 137.1 3189 160.0 2470 120.0 3199 150.1 2425 i- �O10111, 170.0 1594 170.0 1108 170.0 1013C170.Oi547 170.0 2231 170.0 1670 170.0 2550 170,0 2078 164. 1 148.3 2781 OLD 2333 123.6 2781 140A 2201 105.9 2781 125.9 2234 82,7 2781 116.0 2100 � N �1111, 170.0 1830 170.0 1454 170.0�21 170.0 7283 170.0 1932 170.0 20211 170.0 2148 131. 5 1388 2872 110.4 2218 113.0 2832 12.0.4 2188 W.1) 2&72 116,1 2128 85.4 2871 106.7 20.08 a1201n 170.0 1771 170.0 15118 170.0 164.4 2262 159.0 IBBf 135.1 2252 141.4 1964 120. 8 108.1 2262 110,1 1916 80.1 2252 98.8 1872 772 2252 68.8 1838 67.8 2282 afA 1608 F. 4D X 1441, 125.1 1684 120.8 7445 192.3 89.4 1584 91.11 1107 782 1684 8/1.7 1380 89.5 1681 723 1773 82.8 1584 85,7 1358 52.1 1584 68.0 1330 44.7 1664 40.2 1305 30.1 1064 44.4 1207 Q N � Q (] n U) cn TABLE 13B Anchor Ce salt TableIbe ANCHOR CAPACITY ADJUSTMENT FORMULA: 11 a ANCHOR CAP.,R,,,,,, BuWimla. 2.7kCommla 3.6kCono. HdIvxCMU FDIedCAIU PTWaoa Melal (DP,)X( )=ANCHOR CAP.,,, 5'18'Eko 114'68 Eko 5116'EfO. U4.88 Eko 510 6kel 9128111111 A2 Bled ARF : Anchor Clip Pattema AMNITYP. 3116'Eko Ultmon 1l4'El.o Ullracm UlUocm 3116•Elco UlUacn 114•Eko UlOacm A99mOetar Ullman Agga GaW 30MI(a5)SC"(05) 811M(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edpo geWnoO(In): 1' 2.12' 1• 2.12' 3-1/6' 1• 2•tn' 1' 21n• r 3-3411• 2' 0.48• 0.54' 0.3x4• CAPACITY REQUIRED"CORRESPONDING TO AN EmWdmmt MY 1.314• 1.314• 1 1.314' MV 21 1-114• 14146 61141 1.134' 1.114' 1-114• 2' tare• lava• ,11,111 ACTUAL PRESSURE REQUIREMENT FORTHE 2AncllmQ4.75'Min.D.C./6landard Of Offset 01p(Fig.192). 390 lbs 3901611 450@, 690 bs 10441bs 2701bs 2601m 3Mlb. 7401bs 374 bs 604Ibs 9481ba 341 ID4 4421m 6B01bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4Aneham 04.66'Min.O.C.I Stendard("Choi)Cnp(FIA.3Y 78D be 711016. ONlbs 1760 lbs 3232lbs 540 1b, 511010. 7081b. 1480 Es 7481bs 12721bs 18921b3 68211,3 6851bs 11201ba CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Anclmm01,71-MIn.O.C.I StaMud("O6se0 Cep(Fig.4Y 11601bs 1400192 10101bs 2595ibs WA WA 040161 WA 10e51b, WA WA WA 083 1b. 1770 1b. 224o1be MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Ansmre 0 3•Mln O.C.1(2)2!6.0,81.Caps I(Ft.BY 780 bs 7801b. 680 ba 1600161 188e Ibs 5401bs 5601ba WA 7801,s 748Iba 680 Ib. 1892 1b. 682 It. 6851bs 1120 bs CAPACITY WHICH MAY BE USED TO QUALIFY 6Anotsxa®3•MIn.O.C.I(2)2r5Angla COpst(FI9.0y, 1660 1b, 1500161 138016. 31201b. 1 3702 Ibs 1080 lbs 1120 Ib. WA 1520 Ib. 1490 Ibs _116-0-lb-6-13784_1m I 13831be 1770 b. 2Z40 IM ADDITIONAL ANCHOR OPTIONS FROM THE 12 AWhom 0l.YMIn.O.C.1(2)2x5Angla pips I(Fig.7R 16001b. 210016. 14401bs 3760Ibs I WA WA 132D Ibe WA 15001,s WA WA WA 2H5 1b, 26M bs 3380 Ib. ANCHOR CAPACITYTABLE. RODUCI'RBVISBD 4 Amhdo 01.34'IAB.0.0.1 U0Ip,Into.126•Alum.(FW 1)Y WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1430 b. wroplying whh Lbs Florida 8 AnaMn00.WMin.O.C,I U471p,1,10.125'Alpm.(Flp,9): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 2881161 1^2.000'^7 u0dlag Lbdo ��1 /•fit-D 2 Ancbas 04.66•MN.O.CJ F•CDp gig,l0): 3001bs 300192 450 ba 8WIDG lalaba 270rs 280IDs 354101 74010• 374160 0301be 946 bs 341 Ibe 44216• 500 1b. oaptmlw Ho .1.1LL...��77 4Amhom 01.71•Min.O.CJ F-Cllp(Fk,Ilk 590 ba 70D Ib 50516. 1290101 WA WA 4101611 WA 6771,. WA ,WA WA 682192 W5 1b, 11201w Dsto 250' NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: - ti•.110mi DWe ProduU COnIW FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 70: FIGURE 11: 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. `�� N.( •L�� I�/ •• 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. Ap•'\CENSS''•F'P • • • •. • 6.000' • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 58705 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON - FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 1 U7 -0•'. Ct 'S CLIP4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED f� S•ATE[AHOEUEANGLE (FIG)RES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATEDYELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF,125'MUS USED WE THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO PAIRS. BE AT LEAST.125"THICK AND A36.ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW T X W X 25' A.LYNry�IILLIER;`P.E. THREADS BEYOND THE MATERIAL,#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION FL P.E.1i 68705 TABLE14A Mullion CapacityTabloflbatltl Opening Width(forver0o$ly-sponning mUilons)or Opening Ho19ht(for hodz ntalyspetrillg mUllons) 601n e0 in 701n 80 fn 90tn te0al 12D In i4otn ISO in 12a o Ralan9ula noprTAarg. RactuvIdar TwPrrdan9. Raolarguiar TrapRdarg. ReelanoW f TreWTAare.- R.Inop lw T. m. ReeWreular Trap'Tdua. Rxlengalar TroprAvg. Rx4ergUar Ttoprrdarg. Ratargular T.Prhlan9. e5Z 0: 1.28"x 2.11" ioo9rg Loadag Ltading LwdLg tnadhg L03ft L--ft Lwd4v L dlm Loadlcg kxidtng t0 61"a toamrg ioadtno Loaalg L-&a Laa4819 Md, g`a° x,126"Alum TubaMuO tv � m a 42tn i442 628 167A 428 120.2 528 548,9 418 103,0 b20 138,e 414 9a5 628 t349 411 861 tae 130.1 411 TLt 626 ii34.1 4N 80.1 526 134.1 4tS 61•6 428 134.1 4!i 45.1 628 134.1 bit J r12 88.8 403 10&0 333 80.4 403 94.7 325 119.0 403 e6.d 320 60.4 403 61.4 317 63.7 403 79.4 315 463 403 78.6 3+4 40.3 403 766 3U 34.8 403 78.$ 314 $0,2 403 78.0 $14 (1J 623 3112 81.0 301 San 382 79,3 294 698 362 71.9 289 646 042 67.2 288 447 382 64.6 2a4 41.2 382 ''83.8 283 34.3 3$2 83.E 287 28.4 382 63.8 287 267 362 63.6 2113 � �� 67.8 31$ 74.1 267 46b 318 842 261 465 31S $1.7 256 424 318 53.5 253 37.7 318 60.8 260 33.8 310 48.5 249 263 318 49.1 248 24,2 3t8 49.i 248 27.2 318 44.5 248 O O F 48,4 269 53.1 216 41.2 280 45.7 214 363 2W 40,7 210 20.9 258 37,2 207 27.6 258 349 N74 247 250 X33.4 203 20.8 268 322 201 11.7 26$ 32.2 201 166 258 322 201 3 63 In 427 234 45.6 200 35.0 2A 39.1 103 30.6 234 34.7 192 267 234 31.5 189 23.7 234 29.4 156 21.4 234 260 184 11.8 234 26.S 183 15.3 234 28.6 183 13.4 234 26.4 183 'S� a 372 213 39.4 103 31.0 213 33T 778 28.5 213 29.8 ITS 2d2 213 27.0 1T3 Z0.$ Z53 26t 170 16e 213 23.7 1S9 15.5 213 ?2.2 187 13.3 213 220 150 11.8 217 22.0 tba 2 �' g 29.6 179 30.1 S55 23.8 176 25.0 152 20.4 176 22.b 149 17.9 170 20.3 147 569 179 167 146 _ ?43 S61 26.4 140 20.3 i$! 25.8 13T it.4 ib! t8.0 435 tt42 tat i..0 533 �i Z 225 162 236 133 18.8 152 18.8 131 161 152 17,6 128 >- a TABLE 148 ANCHOR CAPACITY ADJUSTMENT FORMULA: Z Anchor Ca acfty Table bs ANCHOR CAP.,,n„„, }- o Slteilate: 2•TK Gmerele 3.9t Ca:. Homcmu FItlp1 CIAO PTWa30 12Ha1 (DP_)X( )=ANCHOR CAP.", t� MULLION bfi6•Ek0 11141 SS Ekd Wt6'Eko V4'SSEkO wt0$tea #128teet 91281.1 tV AnehvrCOp Patterns AScharTyFe TIVEkolmman 114'Eiw USfmal 3116'Ekot7draton 114•Ekoufiacm USETHI9 FORMULA TO OBTAIN THE'ANCHOR UBreem ApgraOnin Ulua00n AOyOnda anew(G6)screw(D5) BCRw(GSI (,)' )t' Edlio 031=6(N) r 2•+rz' /• 2-trr a•1re' /" 2•vr t• z-1n' 2' 3•ue• r o.49^ 0.51• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN u7 cq FniWa211ent 1817 f37d' 73rd' l37d' t37d' 2' 14id` 1.178' 1.114` i-U4' l-174' 1-U4' 2' 1378' i378` t'xles ACTUAL PRESSURE REQUIREMENT FOR THE a aK1nB®3 Sun.o.c.J a(5A g e rn s 7 ff 1 7aolw reo ids �olbs fbbo.s iB4$1a9 540 49 6401da lull 7m lbs Toe as sea lm 1aB2 t4 �21M ees loo 1433.4 OPENING,WHEN IT IS LOWER THAN THE MULLION 2 CAPACITY(FROM THE TABLE)OF THE SELECTED a MULLION.IT W ILL YIELD A MINIMUM ANCHOR � cc WHICH MAY BE USED TO QUALIFY R�� ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, {»-1.288'-1 wmp;yTngwtli7lha Ftortda SEE SHEETS 214 FOR GENERAL INSTALLATION METHODS. 1 uuding Ooda wepWnw No .0 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHSANDIOROPENING WIDTH$ISALLOWABL FIGURE I; E Firp Oa 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE MI^(moo Product Comm FOR EXACT DIMENSIONS,SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. 2,118' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ii It t t 4 t t t 1712 ANGLE CLIP MUST BE USED IN PAIRS. '125' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROIN'-FILLED � .5`t�0 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BEPRESSURE-TREATED T ;�i,, \CENSE-•.�F`,p YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.125' I THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.20'X 2.11'X.125'MULLION No.50705 LEAST.1281 THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS 8EYOND (INTEGRAL FIN MULLION) THE MATERIAL#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. - %�0,�� SATE OF �ti S Ca A'LYNNIMIt LER,P,E. FL P.;:.4 56705 TABLE 15A ® x Mullion Capacity Table(Ib6M:) s Opening Width(for eeNcaN-sparcirgmJllons)orOpening Holght(for holizontsIVsparrirgmUllons) Id 6010 601. 7010 801n 90 In too In 1M In 14010 1601n ¢ o Y'd RatmFlar R,pMug. Rectangular Tmp/Tde-. ReclanOAar TrepTlo-. Reclen9ld T gMang. Reelan8tdar TralVelen9• Reck-Jar Tmp'Tde-. R.Imaulor Tr4pRAe-- Redengw Ttaparla-. Rede-elm TreplTAeno. 3.26"30 Loadln9 +nadrg Loadn9 Loafing Inedn9 load- Loafing L. 9 Loadln9 Load- Lowing Lowing Loading Loed- Loafing Lwdng Loafing Loeb- oY g DEG.AL F L• •^ F F F _ yF _ :�' Z' _ LO BAYMULL �. �. �. �� S� �• � �. d� 8� � c7 �• c`t Ix B a a 130 0 � 421n 170.0 620 170,0 435 170.0 744 170.0 41B 170.0 gag 170.0 600 170.0 092 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1408 170.0 621 170,0 1735 170.0 521 149,1 1740 170.0 621 J W 481n 170.0 708 170.0 624 170.0 850 170.0 5B4 170.0 002 170.0 030 170.0 1133 170.0 gel 170.0 1216 170.0 677 170.0 1417 170.0 080 152.2 1522 170.0 680 130.6 1522 170.0 680 114.2 1522 170.0 080 g _ 50.8251. 170.0 747 170.0 563 170.0 Bell 170.0 031 170.0 1048 170.0 BM 170.0 1195 170.0 723 170.0 1345 170.0 747 164.2 1443 170.0 756 138.9 1443 170.0 766 117.3 1443 170.0 766 102.11 1443 170.0 768 U.J C3-'7 0 rn 54 In 170.0 797 170.0 612 170.0 Me 170.0 691 170,0 1118 170.0 751 170,0 1276 170,0 803 IeOA 1353 170,0 637 144.3 1353 170.0 856 t20.3 1353 170.0 881 103.1 1353 170.0 8111 002 1353 170.0 -1 601n 170.0 861 170.0 701 170.0 1003 170.0 797 107.0 1218 170.0 078 140.1 1218 170.0 044 120.11 1218 159a 936 116.8 121a 162.1 024 97.4 1216 148.1 013 83.5 1218 118.1 913 73.1 1218 146.1 113 .J.I 631n 170.0 030 170.0 748 170.0 1116 170,0 050 160.2 1150 100.0 613 131.4 1150 153.0 914 118,8 1150 141.9 098 105.1 1160 iM.2 805 87.9 1150 128.7 071 76.1 1160 1202 BTO 83.7 1160 120.2 670 g D. W 7 601n 170.0 974 170.0 780 152.4 1018 165.0 081 130.6 1048 118.8 081 114.3 1040 133.1 a50 101.0 1010 123A B39 9tA 1040 1188 830 76.2 1018 109.4 821 93.3 1040 100.2 810 57.1 1618 108.2 018 72 in 140.8 880 147.9 764 IIIA 880 120.0 740 100.6 800 110.8 734 Ba.0 880 100.0 722 76.2 060 02.0 712 70.4 080 06.2 703 58.7 650 702 693 60.3 880 70.5 See 44.0 880 76.4 680 Z S 7610 119.7 Igo 125.1 690 98.5 IgD 109.0 879 $42A495 93.] 667 71.8 780 019 68x 58.6 790 r0.9 613 58.9 799 7+.7 635 4B.B Tao W.1 024 425 rB0 B'Li ate 37A 700 81.8 BI7 Qe- Z } 7010 110.8 756 116.5 857 92.3 760 08.1 814 66.9 832 89.2 750 77.1 821 Bib 760 70.8 612 65A 750 85.7 805 462 750 60A SBI 39.41 760 ee.2 608 M.8 750 66.6 680 Q = Z-14 p 901n 72.1 563 74.4 500 60.1 603 620 491 54.6 463 45,1 603 48.9 475 40.1 567 44A 466 38.1 883 40.9 462 30.0 503 38.2 452 26.1 583 33.3 445 22.5 663 31.8 442 m G `- F U.1 a p 9910 69A 495 81.7 443 49.5 185 61.6 433 44.0 127 37.1 495 38.9 421 33.0 495 36.1 116 29.7 495 332 409 M.e 195 20.1 400 21.2 485 26.8 394 18.6 405 Z0.0 300 T/11081n 41.7 391 42.6 353M.0 391 35.8 M8 31.1 M2 20.1 391 27,0 337 23.2 391 24.9 331 20.9 391 2211 326 17.4391 18,7 321 14.9 391 17.8 315 iltfn 36.4 370 302 335 32.0 370 33,0 350 2a.5 325 24.0 370 25.3 320 21.1 370 22.8 316 18.2 370 20.9 312 16.0 370 18.1 305 co12010 30,4 317 30.9 289 26.3 317 26,0 284 225 280 19,0 317 IB.9 Z7B 16.9 317 17.8 213 Q 144 .8 22 10 170 17.5 203 d �0 TABLE 16B ANCHOR CAPACITY ADJUSTMENT FORMULA: �O Anchor Cavacltv Table(lbs) ANCHOR CAP.,,,,,,,,,, eubstmle 278 Concrete 3.68 Caw. Hollow CAIU Filed CAN PT Wood Melm (O k,)X ANCHOR CAP.., 6/16'Eko 1/4.99 Elea She- t/T99E(ce d109teel ql2 steel 912 Sleet MULLION CAP.m,,,,, AnchorCllpPaherne AncharType: NIS'EkoUltmew 11/'E..UW.on 3118'Eke1.111 n 1/4'EkoUIUeaon U111DOM Agana Ir Wrote. A99reamor Scmw(G5)Sarew(65) screw(05) USE THIS FORMULA TOOBTAIN THE'ANCHOR Sep 0I41amo MY.. 1' I 2-1/1• I' I 2-12• 3.1/8• 1• 2.112' t• 2.1/1• 2• 34/8• 2' 0.46• 0.64• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embedment Onr 1•L4' 1.314 fa/4• 13ra' r 1-1141 1-14• 1-ire• 1.114• 1.1/4• 1-114• 2• tars• 1.3151 aM5 ACTUAL PRESSURE REQUIREMENT FOR THE 2Analwr OVMIMO.Q/(2)245A-kOlp5!(Fg.lk 39otW 1-314 -34 4501W 894tG 1700lbs 2101ba 260161 354[DO 740 IN 3741W 720 lb. -7940-lbs 341 lb, 4421m Geolw OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchom®IV MI6 0.0./(2)2x6 Angle(2fps/(Fg,27 7601b3 780 lb. 740 iM 18701M 2525 th) WO Ws 660lbs WA 1120 lb, 748 the 8801M 18921W e621M I ea IM 112004 CAPACITY(FROM THE TABLE)OF THE SELECTED O Anchom 02.71'Min O.G 1(2)215 Angle dips I(Fg.3T 112D-s 1 1120 We 9581M 2248IM 22541M WA M01M WA f0591M WA 1320105 WA I0221M 1327 18801M MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE IRODUUF RIIVISSD FIGURE I: TABLE NOTES: ANCHOR CAPACITY TABLE. awutplyingwhh lh9 Plo da u8dleg Cada � oaplmtco No�+T 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. lornl ado Pre uct Cohtrol FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. - 112E `� DNi LYNN/ HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30' \� �,•''�10EIJSF'•,(F�� FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250• D�r• NO.50705 FIGURES: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL BE PRESSURE-TREATED e YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6083.76 AND BE A MINIMUM OF.12E D-- L THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30•BAY - � �}S LEAST.12b'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION ;O� S7 TE (V a 0 THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. •F<ORIOP..•,�� ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. /r/7�U1VAt�� A.LfNNIMILL�R,P.E. FL P.E,#68705 TABLE 16A 2 Mullion Ca ao M Tablo Ibe Oponing Width(for\srOcaly-sparring mLlllam)or Opening Height(for hod7An(sly-sperrirg mUllons) WWW SOIn 60 In 701n so in 901n 1001. 1201n 140 in 18010 o Reclangdar Tmp/Tdang. Reala'jn ar Tmprrderlp. Reelanouiar nvadeng. Reotanpular Trep7dan0- Reetanglar Tleplld Reclan9dar Trgffdeng. Rectangular wrung. Reetenww 'nop leng. RKINgda Trep/Tdeng. o: 1,26"45 Loading Loafing Lan Lowing lowing Loadng Loadng Leadng LoaQNg Laedng loafing Lowing Loafing Loedrg Lowing Loedn9 I.oa4n0 Ioadg n'Y DEG.AL gg g, $` $` _ _ _ q _ _ _ _ Lo o �` BAYMULL B �- . �" � � cT 8 �" a m it R zN N o � 42 in 170.61 620 170.0 435 170,0 744 170.0 /7B 170.0 BBB 170.0 608 170.0 BB2 170.0 310 170.0 1115 170,0 521 170.0 1240 170.0 521 170.0 1468 170.0 621 170.0 1733 170,0 521 100.3 1671 170.0 521 J W 461n 170.0 708 170.0 624 170.0 550 170,0 584 170,0 092 170.0 830 170.0 1133 170.0 601 170.0 1275 170.0 877 170,0 1117 X170,0 e8D 163.7 1837 170.0 080 1{0.3 1007 170.0 880 122.8 1017 170.0 850 50.e25 In 170.0 747 170.0 503 170.0 890 170.0 Of 170.0 1046 170.0 681 1 170.0 j 1185 170.0 721 170.01 1345 170.0 747 170.0 1104 1)70.01 756 147.1 1552 17D.0 750 128,1 1652 170,0 760 110.4 1552 170.0 759 W cD S O 64 In 170.0 707 170.0 012 170.0 958 170.0 Of 170.0 file 170.0 7S4 170,0 1275 170,0 603 170.0 1434 170,0 037 155.2 1455 170.0 858 12g.3 1455 170,0 Bat 110.8 1455 170.0 881 07.0 1465 170.0 881 m M ~ ea In 170.0 555 170.0 701 170.0 100 170.0 797 170.0 1740 170.0 876 157.1 1309 170.0 91{ 139,7 1300 170.0 BBB 12.5.7 1300 100.3 001 104.8 1709 157.1 092 89.6 1309 167.1 902 78.9 1308 157.1 082 co J 03 In 170,0 030 170.0 745 170.0 life 170.0 B60 162.0 1247 170.0 940 142.5 1247 184.5 983 126.7 1247 152.0 985 114.0 1247 144.3 952 05.0 1247 136.2 035 61.4 1247 135.7 835 71.3 1247 05.7 035 W O 88 In 170.0 074 170.0 760 170.0 1100 170.0 801 148A 1190 163.7 D65 129.9 1180 147.0 045 115.4 1190 138.5 028 103.0 1100 t28./ 914 509 1190 119.5 890 74.2 1100 11S,1 503 e4.0 1190 118.1 893 ? {Ta 7 e� 72N 181.8 1010 169.8 071 134.7 1010 1419 BS9 115.0 1010 1272 812 101.0 1010 114.7 826 BD.S 1010 105.6 817 80.6 1010 BB.g 007 87.3 1010 80.5 705 57.7 1010 57.8 780 SOb 1010 87.7 760 ? p 70 N 131.4 006 143.5 112 114.5 908 1220 776 0.1 000 107.1 751 65.8 908 88,2 710 78.3 900 082 730 68.7 008 52.J 128 87.1 008 74.7 710 48.1 BOB 71.2 710 {2.0 900 70,0 706 00 a 791. 127.1 581 1326 754 10.9 P91 1129 730 00.8 601 05.6 726 70.4 681 05.5 713 70.8 50 81.0 700 00.6 501 76.1 684 63.0 BBI 85.1 881 13A 801 54.5 875 39.7 501 00.7 672 Z Q Q N BO In 827 545 65.4 574 840 818 721 564 60.1 840 02.0 551 51.7 840 50.1 545 46.0 816 60.9 537 41A 846 47.0 530 34.5 SIB 41.5 519 29.5 648 38.2 511 25.0 60 38.5 507 W Z BBN 082 688 70,1 SOB SB.B 606 60.1 499 {B.7 566 6fA 401 42.8 365 45.5 403 37.9 565 41A 470 14.1 580 35.1 470 28A 688 WA 469 24.3 SOe 10.3 452 21.3 608 28.7 417 V1 Bo� 10 N 47.9 MB 40.0 405 30.0 449 412 399 34.2 449 35.7 303 20.9 449 31.7 387 28,6 449 28.0 302 23.9 449 28.1 377 20.0 449 72.7 388 17.1 HB 20.4 361 15.0 440 10.9 350 ry 2 S2 III In 44.1 425 45.0 385 38.8 425 37.0 379 31.5 425 326 373 27.6 425 20,1 387 24.5 425 20.2 352 221 425 24.0 358 10.4 425 20.7 350 15.8 425 18.9 1201. 11.0 384 J5.5 331 20,1 304 2A.6 328 21.0 304 25.5 321 21.8 304 22,8 317 10,1 384 20.5 313 17.5 301 t&7 309 U V' O O 1N In 202 200 2DA 233 IB.B 257 17.1 230 goo to TABLE 16B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Ca act TableIb5 AN CAP.,�,,,,a, 8 8ubatmm: 2.7A Comet. 3.5k Caw. Hollow CMU Red CMU PT Metal (DP„o)X( )=ANCHOR CAP.,,, Bile'Ek. 114.88 ko 6718'Eioo 114'88 Eka 4108tael 912 ekel 0128feA MULLION CAP.,e,,,,,, AnchorCllpP6horne amhorrypo: Jr18'EkoUlO000n 1!4•EkoUlvecm U1800an 3/i8'Ekouftrwan 1/4'El. AgpmOnEta Ullmann Agg,.Gaa earew(06)Borvw(O5) scmw(051 USISTHISFOR MULATOOBTAIN THE"ANCHOR Ed0o a3kae(1 1' 2-Ur r 2.10' 3.116• 1. 2-IW r 2-Ir2' 2• 3.1/8' 2• o.4e• o.a4• 0.121' CAPACITY REQUIRED'CORRESPONDING TO AN Embe 13!(E, 1314• (3741 11A, 1.3/1' 2• 1.14• 1 1414' 1-1/4' 1-114' 1-114' 1 1.111' 2- tJ10' tare• nenea ACTUAL PRESSURE REQUIREMENT FOR THE 2Anahas®5'MIn O.Q/(1)2a6AKIl pips I(FI0.1T 3901.58 39000 4501ba SBO ks 1700 IML 270lbe 280 lbs 354 lbs 74D Oa 314 lbs 72D lbs 9401bs 34103 uzlbe ]f20 OPENING,WHEN IT IS LOWER THAN THE MU LL ION 4Amhore®3.6'MN.O.C./R)2cBAtgla C9ps/(FI0.2): 7601bs 7101bs Tao ns 18T01b3 25251bs 540Ibs 600IW wA 11201bs 748Ibs see lbs +8D2IW Buz lbs $65168 CAPACITY(FROM THE TABLE)OF THE SELE(:TED B Alwhero 02.7t'hOa O.C,/(2)235 Angle Clips l(Ffg•3k 1120lbs 112011. 0501b3 22451b3 2254Ib wA 840lb, wA tgs9lbe wA 1320IDe wA 1022 roa 1327003 MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE FIGURE 1: ANCHOR CAPACITY TABLE. 3 ca nplyNB wttb Ne Flor14 TABLE NOTES: 8 uR01nlL COdp AooeDl�oow r'�b 1)SEE SHEET 1 FOR INSTRUCTIONS AL USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. µl produ4tCo01ro1, FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \\\I I I I I I III 3)MULLION AND MULLION CLIPS SHOWN ARE NOT IM SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23. `�� ONN M/C( • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. .125' 45' �:'�\,\CENSE'•.F� �i� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ' No.50705 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.260' ' FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-91 WOOD SHALL BE PRESSURE-TREATED 'a T(" - • • • • YELLOW SOUTHERN PINE.WITH AN 50 OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125' - •0 �� (S THICK,STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT % k LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND BAY MULL ON �� F CORIOP,.' • • THE MATERIAL#10&N12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. %�C�19•...... ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. /r7S��NAL A.LYuf� 11! ER,P.E. FL P.E.4 58705 I-1.000'-I --' 1,000" ---I 1.000• -•-� 1.000• 1.000" )-•- III .125' 93o .125' I gq�� 2.750' 2.750'aft 26' 3.125" .125' 3.188' d .125' .125' .125' 2.000' 2.000• ,285" 2116' E m .125' I .125' () r L 3775' 375' .650" Soo' .800' O I I J W 1'X 2'X.126'MULLION 1'X 2'X.375'MULLION 1'X 2.76'X.375'MULLION V X 2.75'X.650'MULLION, 1'X 3.126'X.6'MULUON 1.25'X 3.188'X 265'MULLION 126'X2.11'X.126'MULLION Q Q" 0003.76 ALUM. 6063.18 ALUM. 8083-T6 ALUM. 0083-76 ALUM. 6063•Tfi ALUM. 6063-TB ALUM. 0063-T6 ALUM. X-SECTION XSECTION XSECTION X-SECTION XSECTION XSECTION X-SECTION CO Z 1-"{f•-.125° }�{r.125' �•{r-,125' � (n � TABLE AZ W m I STANDAROCLIP I 2X5ANGLECUP Dimension Value(In) For Mullion: 2.000. I 8063-TB ALUM. 2 125" 0063-T6 ALUM. O Z XSECTION 0,000• XSECTION PA 1.825 J CL UCLIP I I 0063-TB ALUM. I 2.654 1•X2'X.126' .125' XSECTION L '125' Aluminum 0.895 Tube Mullion 0.740 Zoe .126• - .740'F-- 1.126 1'X2"X.375' W L Q Y 5.500" 2.404 Aluminum w (A y 3.125' CUTHERETO .375' 5.000' 0.635 Tube Mullion U Q .375' ~I_CREATE F-CLIP,SEE MIN. 09 MIN. DETAILF,SHEET4 .376'MIN. D•4� QE Z .338'MIN. 1.875 8 - �w go Of --------i r-------� --------------------- 3.000 1"X2.76"XIIIII A I UCLIP A I---------I .376 Aluminum L- -----J L-------J 6063-TB ALUM. `- ---------'-------'J 2X6 ANGLE CLIP 0.757TOPVIEW 6063-TB ALUM. 1.118 Tube Mullion �- TOPVIEW STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE .450 Min. 6063-T8 ALUM. CENTER OF ANCHOR DASHED BOUNDARY.SEE SHEETS 6.17 FOR THE 1.312 1°X2.75'X ZaZITHIN TEROF ANCHOR HOLE MUST LIE TOPVIEW ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER 4 1/16'. B 3.000 .050' SHEETS 5.17 FOR THE ANCHOR O.C. WITHIN THE DASHED C•, 0,478 Aluminum DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1/16'. SHEETS 5.17 FOR THE D M22 Tube Mullion ANCHOR D.C. TABLE B RODUCTRBVISED DISTANCE.MAXIMUM A aco lu whb the Ploride ANCHORHOLE PGT Part# 1"X3.126"X 10Ny a Mull Dimension(sheet#) 8 uBdleB Ckdc 6.600' 375" DIAMETER:ANCHOR Mullion Slot.Clip Offset Clip U•Cllp Angle Clip 500'Alum Coe 1=9ND .376' l"IIN• DIAMETER♦1/161. C Tube MUII I DIC MIN. 1"X2"X.126 (5) 88605 688113M 8881118M 866243M 866511M p _______I____________i 1"X2"X.375"(8) 868006 868114M 6681119M 888244M 886512M A I adcAoduq Control 1.25•X 3.186' I I 1 1"X2.7b"X.375"(7) 66607 666118M 6661120M 666245M OM13M B X.285'Alum I 1"X2.76"X.650"(8) 686DB 668116M 6661121M 668246M 666514M C Tube Mull LYNN I B D 1.782 D i 1"X3.126"X,5D0"(9) 66637M 8661116M 6661114M 668242M 886515M •'�1cENSF''•�FQ 1.28'X2.11"X : I i 1.2&'X3.188"X.265"(12) 88841M 8681117M 6661113M W8241M OW516M A 1.813 .121'Alum _*: u `--------' -------' No.58705 1.26"X 2.11"X.126"(18) 69370 NIA NIA NIA 666517M Tube Mull _ ; OFFSET CUP 0 NOTES: �'•, .L`I �.S' 6063-TB ALUM. Lu .125° I ST TE OF 740" TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. �'�T�'•, F P,.��=� .,•LORIO•, s ¢ 2)SEE SHEETS 6-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C.DISTANCE. A.LYNN MIuii P.E. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FL P.E.#58705 1.000• - -{ 1.000' f- 1.osz"-�� .740' .083" .385" -•-SII .062" I .125' -11--•,125' Nwww�xC' 5� 062• o .438' 4.000' I •126'STANDARDCLIP I oz� O 4.000' 4.000' 2625" 2.000' 6083.1'6 ALUM. 2'125' 2.000' 2X6 ANGLE CLIP LL •125• XSeCTION U•CLIP 6063-TB ALUM. 1 6083.78 ALUM. X•SECTION .125' N .125' .126' •125• - XSECTION 73 c'8 DO .0311 .125"j O N r CENTER OFANCHOR HOLE MUST LIE WITHIN THELU '125 73 6• .168, 375. DASHED BOUNDARY.SEE SHEETS 5.20 FOR THE j 2 ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR W IM oS 0 Jf _T HOLE DIAMETER:ANCHOR DIAMETER+1118'. In o r 1'X4'X.125' 11X4'X.375' 1'X4'X,375' 5.500• to Z M MULLION MULLION 'T'•MUWON CUTHERETO 6.000' 375' Q m 6083•T6 ALUM. 8063-T0 ALUM. 6063•T6 ALUM. 3,126' 375• X-SECTION X-SECTION X•SECTION '376' _DETAIL F,SH IP,SEE MIN. y J MIN. � DETAIL F,SHEET4 � � = W 1.250' .376' 2 LU r-------� I r------- CENTER OF r--------- -----------1 375' 1.250' 1 I 1 1 ANCHOR HOLE 1 1 MIN. � � Z 1.260° I I I I I I MUST LIE WITHIN I I Q J r. I I I I I THE DASHED I I I III 1 1 F BOUNDARY.SEE j 1 ~ V Q O 2.876• --- I --- SHEETS 6.20 FOR F ________I „Z o I I I t I THE ANCHOR O.C. l 3.94' i I I I I F DISTANCE. M I I Z 60�•- 3.260• 3.250' I I I I ANCHOR HOLE i I LU LU 0 11- ?CENTER I I I I DIAMETER: I F ,J fA fn -.100• .100' -.100' J L-_--...J ANCHOR ----------- Ad ------ I DIAMETER III -------- ,Q Z (O� O _ 2X5 ANGLE CLIP X'O�,O .100' 824' 624• rt STANDARD CLIP U-CLIP 8063M. TO 6ALUM a go- 0: -{ -•i.820' � --1.820'1 - OFANCHORHOLEMUSTLIE 6�OPMEW BOTOPVIEW^•i .820•Imo- I THE DASHED BOUNDARY.SEE 1.26'X 3.26'X.100' 1.25•X 3.25'X•624' 1.25'X 3.94'X.624- SHEETS 6-20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dlmenelon Valuo(in) For Mullion: Dimension Velue(ln)For Mulllon; 6006-T5ALUM. 8006-TSALUM. 6005.75 ALUM. DIAMETER:ANCHOR DIAMETER 1/16'. 3.657 1'24' _FF__ .038 1.26')3. ' X-SECTION X-SECTION X-SECTION G 1,000 ,125' G 0.600 X.824' H 2680 Aluminum H 1.438 Aluminum 3,469• 6.500' I 3.000 Tube Mullion I 3.260 Tube Mullion 2.861° � 125' .37b ,376' F 3.187 1'X4'X F 2.625 1.25'X3.94' 1.877' MIN. O 0.7b7 ,376' O 1.126 X.824' RODUC'F. V377-- ' / I �___ ___� ------- _T H 2.430 Aluminum H 1.600 Aluminum 9oropiyingwith the'ladda I I I I _T I 3.000 Tuba 8.'T I 3,250 Tube Mullion aaftco�/1L F 2.260 1.25'X3.26• 2.013 30•Be Mu6 I G 0.760 X.100` F 2.875 45'Be MW 126' 45° 2.250' I I I i I I H 1.600 Aluminum I 3.250 IWO Mulllon adoPio ua enol I H50' I45°BAY MULLION I 3.250' I I I I TABLE D 30•BAY MUL8083.78 ALUM. L.- L._ _____� Mull Dimension POTPert# �� V (' N.6083•TBALUX•SECTION _ J (aheetfn Mulllon Sld.011p Offset Cll U�II An Ie CII � '�X•SECTIOI P P 9 P c\,•''1.%CENSC•'•.,�Q 1-X4'X.125'(10) 69364 66B111M 6661122M 860241M 6US18M �� -� OFFSET CLIP No.58705 I I r I .126' G 6083•T8 ALUM. i'X4'X.375•(11) 66810 BB8f12M 6661123M 666242M 888519M .228' I-•,981'-i .228'J ,981'•-1 TO 1'X4'X.375'°P(11) 86853 886112M 8681123M eW242M 688510M _ •1.K NOTES: .740' Lt� 1.26'X3.25'X.100'(13) 20160 6661127M 6661124M 6562410M 6MI16M %'0 �� 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25•X3.25'X,824•(14) 20161 W61128M 6681126M 6662411M 8885118M :��'•.�8 ATE ��,:•��: 1.26•X 3.94'X.824•(16) 20102 E881117M 8681120M 608241M 666517M �'�`�.'•.;�(ORIDP,•'•G\`� 2)SEE SHEETS 6.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Dagroo(1B) 80848 WA WA WA 688511oM i�SSS"""• 45 Degree(20) 86850 1 WA WA WA 6665111M A.LYuI�M LL��l2,P.E. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FL REA 50705 TALE MU l D menalon PGT Part (sheet#) Mullion I Std.Clip U-Clip Angle Clip I `' •125' I �) .125' -{I• .125' �� 2"X4'X.25"(16) 66802 666201M 660271M 6665112M r 2"XB"X.25"(17) 66804 685262M 886272M Bt185113M I STANDARD CLIP I U-CLIP I 2X5 ANGLE CUP o ° 6063-TB ALUM. 6083-T6 ALUM. 6083.76 ALUM. s 2.000° 2.125' L' NOTES: L 1 XSECTION X•SECTION 2.0100" X-SECTION 04 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING 1 •125' L L I .125' 1 � N 3m DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE I �^7 490,---I T 0 w HOLE LOCATIONS. F--1•gg0• 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 6.500' Ix CUT HERETO 5.000° _375' W U) 0 3.500' x ---...-��I CREATE F-CLIP, ,315' MIN. Im Z M 2.000' .375' F-SEE DETAL F. MIN. .375' F p c) J MIN. Z ------------------------ -- -- I i I I 1 D.2 666 Z 4.000' 1 1 I I T � .250•_ 3.438' Q + 3.438' i--------1 Q Q 2'X 4'X.26' I 1 MULLION I I 3.438' 1 I Q O N 6083-T8 ALUM. 1 I I O o %-SECTION I I I I 1 .375' Z de- `- ------•---I--- 1 -- -- L---------------------1 MIN. wL O --------' "T = 2 co L- STANDARD CLIP 2X6 ANGLE CLIP U g ¢ 30 U-CLIP,8063•Ta ALUM. Q 0 CENTER OF ANCHOR HOLE MUST LIE 808378 ALUM. /C. FOR 2°X 4°MULLION,SHEET 18 CENTER OF ANCHOR HOLE MUST LIE 8083.78 ALUM. p• �O �.260' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW SHEETS 5.20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR HOLE R OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLEDIAMETER,ANCHOR DIAMETER+1/16•. THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1/18'. SHEETS 6.20 FOR THE ANCHOR O.C. 6.600' DISTAL CE.MAXIMUM ANCHOR HOLE CUTHERETO DIAMETER:ANCHOR DIAMETER+1/16'. 6.000' 2.000"-••� .375' 3.600' -�I CREATE F•CUP, .376" MIN. rC r•_SEE DETAIL F, MIN. .375' SHEET4 MIN. 375° 1 1 1 I I I I I I I I I OaOTPyns whh 1110 P1e11d1 I I I I I 4108 UDN D� I I I I He (JG•3L^ � I I I *&Product onlrol I 1 1 .250' 8.000" 4.888" 4 t 5.438' 4 +--------I I I 5.438' I 6.438' 1 \\1111111/ 2'X8'X.26" I I I I \ a•.•'\\CENSE'•,F•Q MULLION i 'P• 0063-TBALUM. I I I I 1; No.58705 X-SECTION I I _ I I I i i .375' I 1 L MIN. - - L -- -- :��•'•. r ATE fs STANDARD CLIP U•CLIP 2X5 ANGLE CLIP CC G .260' 8083-T6 ALUM. 8083-T6 ALUM. 8083-T6 ALUM, ��'ftNAI. TOP VIEW USRO FOR 2'X a'MULLION.SHEET 17FOR 2'X a'MULLION.SHEET 17 TOPVIEW �/1 ,1 i1 TOPMEW A.LYNN MIL 99,P.E. FL P.E.#511705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.HE WINDOW FRAME DEPTH IS 2.1/4'.THE OPENING REQUIRESA DESIGN PRESSURE OF+60.0/-60.0 PSF. 1)INITIALLY ASSUMING THAT A 1-WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72-AND HE OPENING WIDTH IS 32'+32+1'=65'.REFERENCING SHEET 25,HE COLUMN USING NO ANCHORS IN HEAD RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABL�S FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.1/4'AND WILL MEET OR EXCEED THE REQUIRED �x DESIGN PRESSURE OF+60.01-60.0 PSF.IF HE TABLE DOES NOT SHOW THE EXACT SIZE,USE HE NEXT LARGER SIZE AVAILABLE. k� SEE SEE FROM TABLE 3A,SHEET 7,THE 1-X 2.75'X.375-MULLION(LENGTH-72,OPENING WIDTH=7D7 MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-58.3 PSF AND WOULD o 0 FENESTRAnoN DErwLs, NOT BE SUITABLE FOR THIS APPLICATION. o2" PRODUCT'S SHEETS APPROVAL\ z3 FROM TABLE 4A,SHEET 8,THE 1-X2.75-X.650'MULLION(LENGTH 4 72',OPENING WIDTH=70')HAS A DESIGN PRESSURE OF*72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE � 72' OPENING AND MAYBE USED IN HIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 630 DS. (V MULLION LENGTH 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND HE 2X5 Z ,N tf- ANGLE CLIPS WITH(4)012 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. �/ DETAILS, 3)VERIFY THE DESIGN PRESSURE OF HE FENESTRATION PRODUCTS USED WITH HIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL j L IL SHEEiS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE RE%qIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE J INSTALLATION SPECIFICATIONS INTO RESPECTIVE,' AND FENESTRATION PRODUCTS TO MULLION. Lp ANCHOR CAPACITY OF CD o NO ANCHORS W WINDOW SILL I THE ANCHOR CAPACITY ADJUSTMENT FORMULA CIN THIS EXAMPLE,THE DESIGN PRESSURE OU D HAVE BEEN USED TO CALCULATE HE ANCHOR CAPACITY REQUIRED OR THE SEXACT DESIGN N PPRESSUREE OF 0 PSF:LBS ALTERNATIVELY, 1�1 _ --{ J 32��M6LL WIDTH I (60 PSF)X( 831;LBS\=624.9 LBS (MAYBE USED TO QUALIFY#10 StEEL SCREWS FROM TABLE 4B) OPENING WIDTH ,( 72.7 PSF/ THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.HE WINDOW FRAME DEPTH IS 2518'.THEOPENING REQUIRES A 7 DESIGN PRESSURE OF+60.0/55.0 PSF. JQ FOR THE VERTICAL MULLION: Z Z 1)INITIALLY ASSUMING THAT A 1-WIDE MULLION IS SUITABLE,THEMNULLION LENGTH IS 32"+72'+1'=105"AND THE OPENING WIDTH IS 36'+36'+1'=73'.REFERENCING SHEET 25, MEET OR EXCEED HETHE COLUMN USING EREQUIRED DESIGNCTANGULAR IPRESSURE OF+500/5NG SHAI 6.0 PSF.IF THE TABLETHE MULLION TABDOES NOT SHOW HE EXACT SIZE,U EH NEXTLES FOR A MULLION THAT IS AT LEAST THE OLARFRAME SIZE AVAILABLE.DEPTH OF •�D WILL EXAMPLE 2:MULTIPLE MULLIONS •- FROM TABLE 3A,SHEET 7,THE 1'X 2.75'X.375'MULLION(LENGTH=108',OPENING WIDTH-80')MEETSTHE DEPTH REQUIRED,HOWEVERTHE DESIGN PRESSURE IS 0-15.1 PSF MULL wIDTn--ll-- AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U ¢ O O FROM TABLE 12A,SHEET 18,THE 2'X 4'X.250'MULLION(LENGTH=•108',OPENING WIDTH=8(r)HAS A DESIGN PRESSURE OF+1.84.7 PSF WHICH EXCEEDS THE REQUIREMENTS d to In SEE FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. _ ap k§O x0 SEE DETAILS. H fi�2v- 3 FENESTRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,HE ADJUSTED OPENING WIDTH IS 36'+36'+1=74',NOT73'AS PREVIOUSLY 5 ��ii fi 8 PRo0ucT5 23 ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL THE 73'DIMENSION(35.1/2'+35.112"+2'=73`). I r N 1 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE IN THIS EXAMPLE,ASSUME THE POURED I I CONCRETE HEADER AND SILL ARE 8"WIDE.IF THE MULLION CLIP VERTICAL I W�RE TO BE CENTERED WITHIN THE 8',CARE MUST BETAKEN TO MAINTAIN HE FASTENER'S EDGE DISTANCE, MULLION -'—SEE - USING THE STANDARD CLIP WITH(6)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-12'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH �SEE THEREFORE SUITABLE.FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. i DETAILS. DETAIL E, OPENING SHEETS 23 SHEETS FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2'X 4'X.260'MULLION,IN.THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER ED HORIz MULLION TYPE COULD BE CHOSEN. I RODUCLmCade 1 W_ j�6. MULLION 12 wmplyS�g1)THE MU LLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32'+72`+2'-106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDALITRIANGULAR LOADING MAY BE utldlI _USED.FROM TABLE 12A,SHEET 16,THE 2-X 4-X.250'MULLION(@1 LENGTH=4P,OPENING HEIGHT=120")HASA DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE °nP1°IL°REQUIREMENTS FOR THE OPENING AND MAYBE USED IN HIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS.L1,72 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE I Inml ado WIDE.IF HE MULLION CLIP WERE TO BE CENTERED WITHIN THE S'f CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH(4)311B ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND HEREFORE SUITABLE,FOR THE REQUIRED I 1 I I I I I ANCHOR CAPACITYOF 621 LBS. \�\�CNV LYNN Af,"III 36',HOWZ. II 36',NORIZ. F� 4)FOR THE U•CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 621 LBS.TABLE 128 FOR THE U4:LIP SHOWS THE ANCHOR `� .•'L\CENSE.'• ;F� III�MULL LENGTH MULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATEN,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 621 LBS.THE 1< h--OPENING WIDTH FOR VERTICALMULL ANCHOR TYPE IS A#12 STEEL SCREW. ' No.58705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: -- +/•84.7 PSF FROM THE VERTICAL MULLION; -'O TIATIE IS+/•170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHWGTO CMU; +/-170.0 PSF FROM THE 38'HORIZONTAL MULLION ATTACHWG TO HE VERTICAL MULLION(INTERSECTION). O THE LOWEST DESIGN PRESSURE IS-/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. "C '•.AL ORIOP•''�j VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION ',� SS�On)AI- PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY,FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYNN MIU111t P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#66705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALfTRIANGULAR LOADING: ®l id PW PW o PW o x 1 le cq m SHIDH SHIDH SH/DH SHIDH PW PW Z L0 d 4 4 4 4 I W I / Ix _ o o ho m o�' O LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I M SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I / / / / HINGED I � � DOOR � SOD Z m LOADING OF VERTICAL MULLION N PW LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q a r �• PW �/ I Z Q N a I / / i PW PW PW Z�a�I'M / W Ji PW SHIDH SHIDH SH/DH DH SHIDH a Z 0 0 SHIDH LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION / SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION PW PW � HR I I - I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION P HINGED DOOR PW PW j NOTES: 1LODUCT REVISED I wn plyin8 wIlh 010 Florida i)DRAWINGS ARE utlding Cdd0 RERESENTATIONS OF TYPICAL cm j PW CONFIGURATIONS. P PW CONFIGURATIONS NOT SHOWN / / MAY BE EXTRAPOLATED FROM / co / THOSE SHOWN. 2)IF THE LOADING TYPE CANNOT ��\�Y 4YNN Slv� I BE DETERMINED,USE �` O`••""' •.l<< �i I PW RECTANGULAR LOADING. •'•V\CENSg F•Q 1�' � I PW / 7C 7"C 3)SEE PRODUCTS'APPROVAL FOR No.50705 j ACTUAL ANCHOR LOCATIONS. LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION f PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONSj T� 01 l!'•S •U- SGD :Q'. ATE tlF '•�: 1 As� LOADING OF VERTICAL LOADING OF HORIZONTAL � s��)`�Irp1,�� A. MULLION MULLION LYNN 168706870.P.E. FL P.E.# 6