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HomeMy WebLinkAboutSTORM SHUTTER (4) Londa Bu11dIn Code Online https:/Av%va:tloridabutldmg-ofWPopr_apP u�idb�,A pmulm �• _••• g , r a - „ry -.-..or. `}sx---moi; mss` . - s i ;? ..aaF. pp�ts,2r� j1,�,fi, if �'- '3Si',� p'',3- F kY k. &I "'SON,w'SON 2Y em k_VA . :rte e+r, Sir kF °res v Sy<., sc<2 .. .. � s t w:v r ,. .sF, ;fir x s ,r BCIS Home Log In User Registration Hot Topics Submit Surcharge stats&Facts PubaccaGons contact us BCS Site Map Links -borProduct Approval d USER:Pubec User P%!di�t_l1o�ro�a4 Menu>Product Or ftyju`inr Searcy>g ra'mnLst>ApprVeition Detail RECEIVED 1210564-R5 FL Application Type Revision Code Version 2017 5 E P 14 Application Status Approved ST. Lucie County, Permitting Comments Archlved Product Manufacturer Advanced Hurricane Technology Inc. Address/Phone/Email 6063 Janes Lane Naples, FL 34109 (239) 594-7722 jzabala@aol.com Authorized Signature Trevor Johnson tkjengineering@verizon.net 0 Technical Representative Dave Finnegan Address/Phone/Email 6063 Janes Lane Naples, FL 34109 (239) 594-7722 Finnegan lof10@aol.com Quality Assurance Representative National Accreditation and Management Inc. Address/Phone/Email 4655-104 Monticello Ave. Williamsburg, 23188 (757) 258-88088 namicertification@nami.hrcoxmaii.com Category Shutters Subcategory Roll-up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Trevor Johnson the Evaluation Report Florida License PE-65624 Quality Assurance Entity - National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Joseph T. Mitchell, P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL10564 R5 COI CertificationoflndepandenceSS.pdf of 2 91512018, 12:32 PM 'loridaBuilding Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... _ Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2009 TAS 201-94 2004 TAS 202-94 2004 TAS 203-94 2004 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/08/2017 Date Validated 12/21/2017 Date Pending FBC Approval 12/24/2017 Date Approved 02/13/2018 Summaryr of Products__________.__.______._----____.__�_ FL# _ Model,Number or Name Description --------- --...-- -----_-_-- 10564.1 58mm End-Retention Roll Shutter 58mm Alumnum End-Retention Roil-up Shutter Limits of Use i Installation Instructions Approved for use in HVHZ:No FL1056-4 R5 H IrlstallationInstrucl;onsSS.odf Approved for use outside HVHZ:Yes Verified By:Trevor Johnson P.E.55624 Impact Resistant:Yes i' Created by Independent Third Party:Yes Design Pressure: +130/-130 Evaluation Reports Other: Product shall be manufactured and installed strictly FL10564 R5 AE EvaluationReportSS.odf in accordance with the installation instructions. Created by Independent Third Party:Yes Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Coonvriah 2007-2013 State of Florida.::Privacy Statement::AccessibMW Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send ele mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Secti 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If the one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a F address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 45! please click here-. Product Approval Accepts: Credit Card Safe of 2 9/5/2018, 12:32 PM • 1 GENERAL NOTES, 1. TKJ ENGINEERING,LLC.HAS NO CONTROL OF THE MANUFACTURING.PERFORMANCE,OR,INSTALLATION OF iHiS PRODUCT.THESE GENERIC PIANS EVALUATION BASED ON: WERE ENGINEERED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES AND TEST DATA PROWOED BY THE MANUFACTURER. FENESTRATION TESTING LABORATORY,INC. 2. THE ROLL—UP SHUTTERS SHOWN ON THIS PRODUCT EVALUATION DOCUMENT HAS BEEN DESIGNED IN ACCORDANCE WITH THE 0TH EDITION(2017) LABODATERATORY No. 5424 z' V LDrA BURRING CODE(FBC)AND THE 2015 INTERNATIONAL BUILDING CODE(NSC).THESE ROLL—UP SHUTTERS SHALL NOT BE 2007 INSTALLED IN HIGH REPORT NO.1 VELOC,Y HURRICANE ZONES(MIAMI—DARE COON Y/SROWARD COUNTY).ROLL—UP SHUTTERS INSTALLED IN WIND ZONE 4(SEE FBC SECTION' FILE NUMBER 07-374 OD.1,2.2).OR ESSENTIAL FACILITIES SHALL MEET THE MINIMUM SEPARATION TO GLASS.DESIGN WIND(AADS SHALL BE DETERMINED AS PER TESTING PROTOCOLS TAS 201,202,203 S ON 1609 OF THE ABOVE REFERENCED CODES,IN ACCORDANCE WITH ASCE 7-10,AND FOR A BASIC WIND SPEED AS REQUIRED BY THE MA%NUM WIDTH TESTED-29D.25' JURI CTION WHERE THE ROLL-UP SHUTTERS WILL BE INSTALLED.THE ROLL-UP SHUTTERS ADEQUACY FOR IMPACT,DEFLECTION,AND FATIGUE DESIGN PRESSURE a 45.0 PSF a RESIST CE NAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE REFERENCED CODES AND AS PER TAS 2011,202,203 STRUCTURAL LOAD-67.5 PSF AND AS E188B&E1896 AT FENESTRATION TESTING LABORATORY.INC.(SEE UST OF REPORTS). DEFLECTION®45.0 PSF o 19,4° 3. LIMITATIONS USE: DEFLECTION®67.5 PSF-28.5' MINIMUM WIDTH TESTED-150.5' DESIGN PRESSURE=90.0 PSF is A. THIS PROD T SHALL NOT BE USED IN HIGH VELOCITY HURRICANE ZONES(SEE FBC SECTION 202). STRUCTURAL LOAD v 135.0 PST. ' DEFLECTION 0 90.0 PSF-5.7' B. THIS PRODU T IS QUALIFIED AS'NON POROUS'THEREFORE CLASS SEPARATION IS NOT REQUIRED EXCEPT FOR THE FOLLOWING LOCATIONS. DEFLECTION®135,0 PSF-9.1' NESSE IAL FACILITIES AS DEFINED IN ASCE 7-10 A • DTE OCTOBER0 19.2012 Z B WH E THE SPECIFYING AUTHORITY HAS SPECIFIED OPTIONAL ADDITIONAL PASS/FAIL CRITERIA IN ACCORDANCE WITH ASTM E1B96 FOR PROJECT NO. 12-4213 WI ZONE 4 AS DEFINED IN ASTM E1996 WITH MODIFICATION BY THE FDC/IBC SECTION 1609.1.2.2(FEC:LOCATIONS WITH ULTIMATE FILE NUMBER 12-374 W D SPEED GREATER THAN 170 MPH), TESTINO PROTOCOU TAS 201,203& y ASTM EMS&MSG S • NSTALLATION IN THESE LOCATIONS SHALL MEET THE MINIMUM SEPARATION TO GLASS TABLES ON SHEET 9. MINIMUM WIDTH TESTED- 107.75' FINGLE C, IN 1AT10N WITH INTERMEOIATfi,-END,AND CORNER MULLIONS REQUIRE A FLORIDA PRODUCT APPROVAL FOR U6E VRTH THIS TYPE OF DESIGN PRESSURE 140.0 PSFUTTER SYSTEM. DEFLECTION 8F 140.0 PSF o 6.6°D. INSTALLATIONS SHALL NOT EXCEED THE MAXIMUM ALLOWABLE STRESS DESIGN(ASO)DESIGN RATINGS AND MAXIMUM SIZE LIMITS BELOW.ULTIMATE DESIGN WIND LOADS DETERMINED BY THE FBC AND ASCE 7-10 SHALL BE REDUCED TO ASO BY MULTIPLYING 0.8(SEE FRC SECTION 1609.1,2.4),30 P.SF MAX,PRESSURE®288'MAX.WIDTH ELEVA • 13O PSF MAX.PRESSURE®08"MAX,WIDTH • SEE TABLES ON SHEETS 10 THROUGH 15 8 ON•N.T.S. E. IMPACT LEVEL D;0-1/4 LB LARGE MISSILE IMPACT. F. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL H. INCREASE IN ALLOWABLE STRESS(1.33)HAS NOT BEEN INCORPORATED INTO THE DESIGN OF THIS PRODUCT. 4, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT THE EXISTING STRUCTURE IS DESIGNED TO SUPPORT THE(AADS FROM THE SHUTTER SYSTEM AND MULLIONS,EXISTING STRUCTURES NOT ABLE TO SUPPORT THESE LOADS SHALL BE EVALUATED AS A SITE SPECIFIC PROJECT.SEE NOTE 4 OF PRODUCT EVALUATION NOTES, Tx.SEE TABLES ON SHEET 9 _ T Ty-SEE TABLES ON SHEET 9(EITHER DIRECTION) FMO-RFTFNTI�N TRACNQ I@R FQ� ^ � 1 5. ALL ALUMINUM EXTRUSIONS SHALL BE 6083-T6 ALLOY(UNLESS OTHERWISE NOTED OR CAN BE REPLACED W1111 6081-76 ALLOY). 6. SHUTTERS MAY BE MOTOR,TAPE PULLEY,OR GEAR DRIVEN, Z- 7, SHUTTER MANUFACTURE'S LABELS SHALL BE IN ACCORDANCE WITH SECTION 1%08,9 OF THE FLORIDA BUILDING CODE, I'gJJ PRODUCT EVALUATION NOTES: (( )) m 1 SHPECIFIC PROJEIS PRODUCT CVT;LiNETiON WHERECiHE SSTTEPCONbMONSARED BY IRIS DEVIATE FROM THE Plb.R WNGINEER IS ERIC AND EN LOADSOES NOT ON EXISTING 67RUCTURE FROM INFORMATION SHUTTER A RT SYSTEM 1�5Q�JJ .ARE DETERMINED FROM THE LABORATORY DEFLECTIONS W5TEAD OF USING LOADS PROWOED ON SHEET 9. LXN! 2 THICONTRACTOR RPI ODUCT ryLLALUA IONBPROVI ED AND SHALLSIBLE FOR THE ENOTnDFVIATIE ROM`I�F CONDITIONS ON DETAILED DETAILEDOING ON THIS DOCUMENT 7H13 PRODUCT BASED ON ,,,YL y (�-'- SLAT SPAN ••+I �--SLAT SPAN -�•� �-- SLAT SPAN --� 3. THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. ```%%�••• NYS' 4. SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.p.�FOR THE PROJECT TWO WHO WILL 8E RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.THE ENGINEER OF RECORD,ACTINO TYPICAL MULTIPLE UNIT ELEVATION AS A DEL OATS ENGINEER TO THE RED.ENGINEER,SHALL SUBMIT SITE SPECIFIC DRAWINGS FOR REVIEW. WF MEDTAT9 MULLION REQUIRED FOR INSTALLATION-•N.T,S. ANCHOR&FASTENING NOTES, - a :p1 1. ALL FASTENERS SHALL BE CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 80016 OR STAINLESS'STEEL 304 OR 318 SERIES WITH DO HSI YIELD POINT AND 80 KSI ULTIMATE TENSILE STRENGTH. i O'.A 7. N0 EMBEDMENT INTO NON-STRUCTURAL COMPONENTS SUCH A9.STUCCO.TILE,SIDING,{LTC.SHALL BE CON510ERE0 AS PART OF THE EMBEDMENT, 3, THE EDGE DSTANCEOR SPACING OR THE 1/4--AND 514N&B/10 24 DRIL-ES ARE LD FOR%SCREWQ105 11/2°AND SHALLAND MINIMUM BE ATTACHED EMBEDMENT TO 8003-TO NON ALUMINUM SHEET 9.THE OR A30 STEEL(OR ',AAAFFIIIIIIILL�L1 BETTER). u'x +EXISTING STRUCTURE(TYP) CONCRETE,FILLED CMU,HOLLOW C TIMBER,ALUMINUM,OR STEEL 44 4 4 .• ° e J' .i 9/16"0 TAPCON®12"D.C.(TYP) •A BUILD-OUT HEADER (OPTIONAL) ±�Fa n ' e •s � I/0.0 SELF-TAPPING .a° • ° + SMS®12'O.C.(TYP) V r SHUTTER HOUSING iu ytl 9/18°0 TAPCON, J/B'0 ANCHOR, 1/4-14 SCREWS,OR 8/18=24 SCREWS(BLE) SLAT LACK[WDCONN TOR AEVERY OMER SLAT EACH END S CK MOUNT TABLES TPA , $H 1 FOR SPACING) - , > 0.2"'MIN °• °v • ® ® �� 5/8.0 OR.. 1010 7 •r. ACCESS HOLE. END-R TRACK WALL MOUNT (OPTION 1) + a 111'ENOM ON TRACK-N.T.1 .. o° v �4 r °q r aa, • r, a x 4A •a• A" , ° � ° °4 A � � �� AJ A' + , i9 98MM SLAT SIDE RAIL/TRACK 9/10'0 TAPCON, CA 8/10°0 TAPCOH, 3/8"0 ANCHOR, J/8.0 ANCHOR,477""T s� 1/4-14 SCREYJ,OR I/4-14 SCREW,OR 1'xJ' (OPTIONAL)UILD—OUT S/16-24 SCREW(TLP) BUILD—O SCREW ABLE) 2'x3" (SEC 4'DUILD—OUT TABLES ON (SEE 3'BUBO—OUT TABLES ON 3'x3' _ SHEET 12 FOR SPACING) 1/8'OR 1/4'WALL THICKNESS SHEET 11 FOR SPACING) (SEE TRACK MOUNT TABLES ON I SHEET 10 FOR THICKNESS) 1/4.0 SELF-TAPPING SMS(TYP) ®@ IIIN�Ny 1/8`OR 1/4"WALL THICKNESS END-RETENTION �CK • (5 END-RETENTION TRACK (SEE TRACK MOUNT TABLES ON (rG SHEET 10 FOR THICKNESS) •r,I ° $ L2-x2`xl/8'ALUM.(TYP) %,%%I 1� T LOCKONNECTOR SLAT LOCK E.G CONNECTOR • • �e)��'�!.•' 1/4-14 SCREW,OR AT EACH END EVERY OTHER SUT AT EACH END •; •+ 1/4-14 SCREW,OR 1/8"THICK ALUM ANGLE SIL` b: 5/18-24 SCREW(TLP) 'M 5/18-24 SCREW(TLP) 0,2'MIN ° (OPTIONAL) jSf411(SEE TRACK MOUNT TABLES (SEE TRACK MOUNT TA13LES ON SHEET 10 FOR SPACING) ON SHEET 10 FOR SPACING) S/8"0 ACCESS HOLE(TYP)/ HOLE(TYP) BUILD-OUT BILL ^ f1 F �4"BUILD-OUT jOPTION 2A) 3"BUILD-OUT(OPTION 28) BUILD-OUT SECTION (OPTIONAL) A ENp•RETENT10N 1NSTALLAT•N:T.6. A END•ROMION INSTAUATION•N.T.S. 8 ENI�RBTENTION INSTALLATION-NNA. Mr- NOTE: ACCESS HOLES FOR 3/8'ANCHORS ARE 13/16.0 AFF 1CIWA � EXISTING STRUCTURE(TYP) CONCRETE,FILLED CMU,HOLLOW CMU, 5/16'0 TAPCON(TYP) NMSER,ALUMINUM,OR STEEL (ENDCAP SYSTEM ONLY) 6/16'6 TAPCON.3/8.0 ANCHOR, 8/16'0 TAPCON,.3/8°0 ANCHOR, 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) a • dI AV (SEE 4',3',OR 2'BUILD—IN TABLES ON (SEE 3'OR 2'BUILD—IN TABLES ON •° • n 1 "•' SHEETS 13 TO19 FOR SPACING) ° SHEETS 14 TO 15 FOR SPACING) •. , ^ �• ° ,° •• 9 HOTEL A , NOTE. ' ° ' • S a , SEE BUIlO—IN TABLE SEE BUILD—IN TABLE ° CORRESPONDING TO THE `s+ i 2'X4' CORRESPONDING TO • BUND—IN WIDTH AGAINST THE .° THE BUILD—IN WIDTH EXISTING STRUCTURE ��•§i ` 3•X4' AGAINST THE .°f • 4'X4' EXISTING STRUCTURE 79EMERTY ° 1/8'OR 1/4'WALL THICKNESS1/6'OR 1/4'WALL " (SEF.TRACK MOUNT TABLES ONTHICKNESS'(SEE TRACK SHEET 10 FOR THICKNESS) MOUNT TABLES ONSHEET 10 FOR THICKNESS)SLAT LOCK END CONNECTOR LOCK ENO CONNECTOR EVERY OTHER SLAT AT EACH END Y OTHER SLAT AT EACH END 0.2°MIN .2'PAIN END-RETENIKIN TRACK 6/B"0 ACCESS HOLE(iYP) - ENION TRACK 8/8'0 ACCESS HOLE(TYP) 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) 1/4-14 SCREW,OR 5/18-24 SCREW(TYP) (SEE TRACK MOUNT TABLES ON (SEE TRACK MOUNT TABLES SHEET 10 FOR SPACINO) DN SHEET 10 FOR SPACING) r14"E 3 OR 2" BUILD-IN(OPTION 3A) /„T,OR 2" BUILD-IN SOPIION 3B) 5/8•ACCESS HOLE(TYP) �Mr ".RETENTION INSTALLATION•NT.5. v ENPRETENTION INSTALLATION•N.TS. SHUTTER HOUSING �� 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) (SEE TRACK MOUNT TABLES ON SHEET 10 FOR SPACING) S . L3'x3513/8'ALUM, _ 58MM SLAT ° • � a L3'X4"x3/8"ALUM. � SIDE RAIL/TRACK A ' S/IB'0 TAPCON,3/8'0 ANCHOR, 4. ! • ' ^. ° ,a I/4-14 SCREW,OR 5/16-24 SCREW(TYP) •° a• 'e (IEE 3/B"ANGLES 7ABlE ON •"a • .A ` y SHEET 16 FOR SPACING) A . °" •` 1/4-14 SCREW,OR 5/18-24 SCREW(TYP) (SEE TRACK MOUNT TABLES VERTICAL BUILD—IN P ON SHEET 10 FOR SPACING ,4 . SLAT LOCK END CONNECTOR A 0 ) °y a r EVERY OTHER SLAT AT EACH END • ,oa•MIN • A • °". A• ENO-RETENTION TRACK ' . , • ' • W s, • ° `• 0/0'0 ACCESS HOLE(7YP) •, ,' � a• n , SLAT LACK END CONNECTOR . ' ° °°j,` B/16"0 TAPCON,3/B'6 ANCHOR, • \\\\\\1 ' EVERY OTHER SLAT AY EACH END ( E 3/8°ANOLESRTABLE ON 10-24 SCREW(lYP) `♦♦♦\O�••• b •.•• �_�/�� 0.2`MIN SHEET 15 FOR SPACING ,� �,• � 'L�, 6/B'6 ACCESS HOLE(WP) osr o • END—RETENTION TRACK CA LL3x30/8 ANGLE BUILD-IN(OPTION 4A) A L3x4x3l8 ANGLE BUILD-IN(OPTION 4B) BUILD-IN SECTION a;� � ! END•RE7EMION INSTPLUATWN•N.T.S. ENPOETPNTION INSTALLATION•N.YS. `J EN0 RETENEON INSTAIIATION•N .S. ��O'. 4 "� 4f NOTE: ACCESS HOLES FOR 3/8"ANCHORS ARE 13/16'6. BUILD-IN.GUILD-OUT,END, EXISTING STRUCTURE UP TO 350 LBS SHUTTER WEIGHT WITH: INTEflME01ATE MULUOM OR CORNER MULLION TIMBERACONCRETELUMINUM,OR CMU.HOLLOW CMU. (4)6/i6"0 iAPCONS OR UP TO 100 LBS SHUTTER WEIGHT WITH: UP TO 200 LBS SHUTTER WEIGHT WITH: (B)1/4bx1'SMS (2)5/16'TAPCON OR (3)5/16.0 TAPC0N4 OR • • (J) 1/4"0x1"SMS (4)1/4"OM1" 4 41 •. v v • a0 . a Q O O c • Q O a CL 1/4.0 SELF-TAPPING SMS(TTP) 5/16'0 TAPCON(TYP) MOUNTING BRACKET ENDAETENTION INSTALLATION-NTS. ---'— —�'-'--'— ---^ ---- �� `444 STEEL BRACKET STEEL H STEEL BRACKET 13 $M$ BRACKET MOUNTING BRACKET INSTALLATION END-UTENTIUN INSTALLATION•N.T.B. SY 0 RJ YA• 3/10.0 ALUM.POP-RIVED 0 ° 4 ROLL FORM.030 70 1050�ALUM.HO OEM PLATE OR f MOTOR BRACKET e1 3/1610 AL POP-RIVETS 1/4'0 SELF-TAPPING SMS 1/4'0 TAPCON W 16°O.C.(TYP) ' • 'i 16"0.0,(TYP) 1/6'HOOD ANGLE �I 1/13-Hoop ANGLE � DE RAIL 1/4'0 SELF-TAPPING SMS " "/ MBxT a °•° ... 1/4'0 TAPCON W 18'O.C.(TYP.) ®IB"0.0.(TYP) �( PEAR OR UTAR MOTOR CAP STEEL OR ALUM.TUBE — DRIVE\\` mm " J'SCM 40 UP TO 100 SF OR 108" Go - 4'SCH 120'OVER 100 SF OR 108' CUSTOM HOOD WALL ATTACHMENT CUSTOM HOOD CEILING A ACHMENT BEARING PLATE OR po.'3/4"Trim END-WMION INSTALLATION•NTS. END-WrENIION IN ALVLTION•MTS. IDLER SUPPORT I OI C p { STD.OR ADJ.PIVO 9� CAST SIDE CAP `} 6'TO 14' ROLL FORM .030 70',050 ALUM.HOODFRON0 ,`EL7 HI .moi' 6103/4'TEKS •�! 6 SIDE RAIL •V V� ifi:� END CAP COMPONENTS AND ASSEMBLY _END•RETEHRON INSTALLATION-N.T,S. ;�`�II ALUMINUM HOOD COVER END-RETENTION I AW1nON•N.T.S. d' ° 3.254' 0.708° 0.191° I ",'010.1 1/2°SMS SS 318 FH OR LONGER ACETAL END CONNECTOR s 0 0.108" O 58 MM SLAT 1.188 0.085' 0.112'-►I I+- 0.788 0' •' O 1 0.0°4` O.M140" y t_i 61 t 01108" 0.128' - O.Ior 0.1°T" •5050-H112 ALUMINUM 3 1/4"SIDE RAIL 3114'UND-RETENTLON STANOAPD TPADC•SCALE 4• NOTES:, FOR USE WITH SPANS UP TO 108 g ° SIDE RAIZ. 1.181'--�I � 8,188' -I}-J+- D.100" 0,125° 7 O,0 1.180" 0.070' 0.100" 0.110'-� I« ,43 0,778" . 0.100° 0.126° 1 END CONNECTOR DETAIL 0,160° L DABS, BNDIMTENtI°N 1NSTALLAPION•FIX,% 6063-T6 ALUMINUM 3 1 4"SIDE RAIL • NT10N 6 PA - U?3;1 0.27 OR 0,94° 0,400° 1.863` 0.409- I 7.803° 0.12°'.' 0.120- __T .110" 0,487° �I 0,570' 0.574" 0.146° - i\ Od81 °.191 7,288" 2788' 2.680 \\pl 2.897' I. 1.887" .6063-T6 ALUMINUM 58MM SLAT 5050-H112 ALUMINUM 58MM SLAT - D.eea• �,bb ' :° ��'• 'v Ew•RLTENTION SLAT•SCALE 1:1 6NO41STITTRON SLAT-SCALE I:1 NOTESi FOR USE WITH ALL SPANS NOTES; FOR USE WITH SPANS UP TO 108' y�p� MOOUL65 OF ELASTICITY''E n 10,100 KSSI MODULES OF ELASRCITv E= 10,1°0 KS/I 1.584' -----+• ��•9ay t SECTIONAL AREgMOMENT ARTIA A o,04772NIN'-2/FT SEGTONALFr MOMENT 0 AREA INERTIA A 0.04772 IN'2�FT01-J. SLAT LOCK END CONNECTOR • es 11 BLACK(SUP) Black .251.04 W SLACK(SUP) 51aolt .a6*.O�IN TAL END-WRINTION UWALIATLON-UQALP,U! '�i' '•. �b W � ,� NOTE61 NYLON FOR USE N1TH SPA 5 UP 10 IOB' NAA ANGLE BUILD-INS(TYP) 4",3.OR 2"BUILD-INS(TYP) 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) (TYPICAL ATTACHMENT OR ENO MUWON ENO MUWON (SEE BUILD-INS TABLES ON ALTERNATE ATTACHMENT) SHEETS 13 TO 15 FOR SPACING) END MUWON 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) (SEE 3/6'ANGLES TABLES ON SHEET 15 FOR SPACING) NOTE NOTE: END MULLION END MUWON1/4-14 SCREW.OR INSTALLA71ONS SHALL INSTALLATIONS SHALL NOTE; HAVE A FLORIDA WAVE A FLORIDA END MULLION 5/15-24 SCREW(TYP) ^$ PRODUCT APPROVAL PRODUCT APPROVAL (SEE TRACK MOUNT TABLE INSTALLATIONS SHALL ON SHEET 10 FOR SPACING _ FOR THIS TYPE OF 'FOR THIS TYPE OF HAVE A FLORIDA ) SHUTTER SYSTEM SHUTTER SYSTEM PRODUCT APPROVAL x FOR THIS TYPE OF u�` SHUTTER SYSTEM43 1/4-14 SCREW,OR 6/16-24 SCREW(TYP) 1/4-14 SCREW,OR (SEE TRACK MOUNT TABLES END—RETENTION TRACK 5/18-24 SCREW(TYP) ON SHEET 10 FOR SPACING) END—RETENTION TRACK (SEE TRACK MOUNT TABLES END—RETENTION TRACK ON SHEET 10 FOR SPACING) g A TYPICAL END MULLION(OPTION SA) REND MULLION W/BUILD-IN,S�OPTION SB) REND MULLION W/ANGLES(OPTION SC) END-RETENTION INSTALLATION•N.T.S. �� END4TETENTfON INSTALLATION•NTS. ~ END-RETENTION INSTALLATION•N.T.S. INTERMEDIATE MULLION INTERMEDIATE MULLION INTERMEDIATE MULLION 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) ANOLE BUILD-INS(TYP) Z. NOTE: S (TYPICAL ATTACHMENT) Cn INTERMEDIATE NOTE: (SEE 13 TO15F0 SPACING) NOTE-. MULLION .INTERMEDIATE INSTALLATIONS SHALL MULLION MULLION / SCREW. O INSTALLATIONS SHAH INSTALLATIONS SHALL 5/10-24 (TYP) RAVE A FLORIDA PRODUCT APPROVAL HAVE A FLORIDA HAVE A FLORIDA (SEE J/5"ANGLES TABLES FOR THIS TYPE OF PRODUCT APPROVAL PRODUCT APPROVAL ON SHEET 15 FOR SPACING) _,.,.. FORTTHI SYSTEM FOR THIS TYPE OF FOR THIS TYPE OF ..._.._. ...... L50N SHUTTER.SYSTEM SHUTTEH..SYSTEM OR 1/4-14 SCREW ORW(TP) 6/16-24 SCREW(TYP) UNT TABLES (SEE TRACK MOUNT TABLES OR SPACING) 4",S,OR 2"out NS(TYP) ON SHEET 10 FOR SPACING) ANGLE BUILD—INS(TYP) (OPTIONAL ALIERNATE ATTACHMENT) ®Ply ENO—RETENTION TRACK(TYP) 3 1/4-14 SCREW.(SEESTRACK MOUNT TABLE) END-RETENTION TRACK(NP) Fg F ON SHEET 10 FOR SPACING) Y7 c END-RETENTION TRACK(TYP) TYPICAL INT.MULLION(OPTION 6A) INT.MULLION W/BUILD-INS(OPTION 6B) DINT.MULLION W/ANGLES(OPTION 6C) 0: END•RETWTIONINSTALLATION-MT•S. P•ND•RETENn0N INSTALLATION-N.T.S. �- ENO-RETENTION INSTALLATION-NT•S. to 7 ' 'AAAIII/11111117N�6a'� . 1/4-14 SCREW,OR 5/18-24 SCREW(TYP) 1 (SEE BUILD-INS TABLES ON f� SHEETS 13 TO 15 FOR SPACING)- CORNER MULLION _ 3-,OR 2-BUILD-INS(TYP). CORNER MULLION C( NOTE R� CORNER MULLION INSTALLATIONS SHALL IS APPROVAL CORNER MULLIONktz i HAVE A FLORIDA INSTALLATIONS SHALL ly FORPROTHIS FOR THIS TYPE OF HAVE A FLORIDA SHUTTER SYSTEM PRODUCT APPROVAL FOR THIS TYPE OF SHUTTER SYSTEM ts'4§4 1/4-14 SCREW,OR 8/18-24 SCREW(TYP) 1/4-14 SCREW,OR 5/18-24 SCREW(TYP) O(SEE TRACK MOUNT N SHEET 0 OR SPACING) ON EE SHEEETAC 0 FOR SPAC1Ntl K MOUNT TABLESr ENO-RETENTION TRACK(TYP) END-RETENTION TRACK(TYP) a TYPICAL CORNER MULLION(OPTION 7A) nCORNER MULLION W/BUIL)-INS(OPTION 7B \� W_ .R' INSTALLATION N.T,9. `��� END-UTENTION IN91'NLATION•N.TS. 71117 ANGLE BUILD-INS(TYP) (TYPICAL ATTACHMENT OR ALTERNATE ATTACHMENT) da 1/4-14 SCREW.OR 5/10-24 SCREW(TYP) (SEE 38ANCLES TABLES SHEET 15'FOR SPACING) ON 1/4-14 SCREW,OR 5/18-24 SCREW(TYP) DI F CORNER MULLION (SEE TRACK MOUNT TABLES W L9 INSTALLATIONS SHALL ON SHEET 10 FOR SPACING) HAVE A FLORIDA PRODUCT APPROVAL FOR THIS TYPE OF . SHUTTER SYSTEM Qs%%%%\\ 411. CORNER MULLION ELEVATION END-RETENTION TRACK(TV) o 'o,. SINOUB OR MULTIPLE MULLION INSTALLATIONS•N.T.9� - �i10��•. ' nCORNER MULLION W/ANGLES(OPTION 7C) '� �! .......... fS`7 �� END 13TEN ION INSTALLATION•N.TB. ��I/A 'I \\o`� B 2c3 ' 2EO EO I POLYCARBONATE BUIT JOINT(TYPYP) TYPICAL VIEWPOINT WINDOW DETAIL """ !I SLAT LOCK(TYP) GROUPED CONFIOURAttON EHOWNALTERNATINO STMBAR•N.T.S, 1'+----•----^_-.�' SLAT SPAN GROUPED VIEWPOINT UNIT ELEVATION sP S PiQ OVERGROW MiSTIPtg LW INS UNTiONs-RT.S. 0,002" POLYCARBONATE WINDOW 10"MIN,48"MAX.LENGTH NOTES: TENSILE YIELD STRENOTH ASTM D83CO 9,500.PSI FLEXURAL.STRENGTH AT YIELD ASTM D790 13ADO PSI FLEXURAL MODULUS ASTM 0790 345,000 PSI ....s NOTCHED ROD ASTM D256 17 FT-L8/IN 1.458• SMOKE DENSITY ASTM 02943 845%MAX RATE OF BURNING ASTM D635 'C-1 CLASS CI.1 - SELF IGNITION ASTM D1929 980•F q TENSILE STRENGTH AFTER WEATHERING ASTM DM 8,840 PSI 8i TENSILE STRENGTH BEFORE WEATHERING ASTM 8835 8,880 PSI °S SPECIFIC GRAVITY ASTM D792 0.043 L0/I14I CSO ISE Tit—. ra POLYCARBONATE VIEWPOINT WINDOW lcum VATTVEPLASTIC LEXAN 10)RESIN•SCALE III ,----- , A 0 379" 1.000° --++-0.899' a 2- 0.416^ WINDOW jl( CUTOUT alzs^ � Ed SLATLACK(ttP) 1.1108 s�4{ a.xas° FA SLAT SPAN ^--------^--"^---• 2,898' +X80., '° w•• 'r,�� £ ALTERNATING VIEWPOINT UNIT ELEVATION50 °P o Oh pp. &W-UP91140 OHMOL UNITINSTAUTIOR9•NT5. UPTOW 2 ALUMINUM 58MM SLAT 9PANS F` TO-be sPANSUP'f0109°END•RETENT10.1t W2WPOINt SLAT S;I `to ''''4p�'�d�• wb NOTEt FOR ATTACHMENT DETAILS SEE SHEETS 2 THRU 7 JJJ 1 •• ,111 1111111+++++B,IC'� GO LOADS ON E30STINOSTRUCTURE FROM SHUTTER SYSTEM + Tz=PARALLEL LOADS(PLF) END-RETENTION TRACKS SLAT PRESSURE SF MINIMUM SEPARATION TOGMNO(INCHES)REQUIRED FOR SPAN 140 130 120 110 I 100 I 90 I Be 70 I 60 I 50 I 40 30 ESSENTIAL FACILITIES OR SPECIFIED BYAUTHORITY •. 36' 210 195 180 165 160 135 120 106 90 75 60 45 SLAT PRESSURE P8F 48' 280 280 240 220 2I0 180 160 140 120 100 80 60 SPAN 140 130 120 110 IDD 90 80 70 60 50 40 30 0 � 80• 91fl 775. 631 495 351 1 226 1 2DO 175 150 125 1 100 75 36' 2.3 22 20 20 20 20 2.0 20 2O 2.0 2.0 20 •,���.�� 72". 1865' 1875 1494 1312 1122 939 1 757 566 383 191 1 120 90 48' 39 3.7 3.4 3.1 29 26 233 -21' 20 20 20 20 84' 2717 2489 -2281 2032 1803 1686 1335 1104 873 633 40I 160 80' 4.8 4.7 A 4.5 4.4 42 4.1 "3.8 3.3 2.8 2.3 2.0 98' 3521 32682983 2707 2429 2161 1873 1593 1305 1024 734 451 72' 5.4 5.2 5.1 b.0 4.8 4.7 4.6 4.5 4.3 42 4.1 31 108 4326 A005 3689 3365 3039 2712 2384 2054 1710 1388 1044 702 84' 6.9 5.8 8.6 6.5 6.3 52 6.0 4.9 4.8 4,6 45 4.3 120' 6118 4747 4384 4011 3644 3268 2802 2502 2121 1731 1338 943 96' 8.5 0.3 • .2 8.0 6.8 6.7 5.6 0.4 5.2 5.0 49 A.7 71 137 5897 6488 6078 4663 4239 3814 3380 2948 2508 2066 1620 1173 108' 7.1 8.6 6 8.7 8,8 0.4 6.2 6.6 6.8 5.8 6.5 5.3 54 144' 6767 6308 4534 4359 3882 3393 2902 2407 1901 1391 120' 7b 7.8 7.A 7.2 7.0 .B B.6 0.3 6.1 59 5.7 fib ' 168' 5948 5428 4904 4377 3838 3295 2140 2181 1609 132' 8.8 8.3 8.1 9.0- 7•B 7,4 7.1 7 0.6 8.4 8.1 8.9 a 168' 60 20 5448 4872 4283 3889 =I 46 1834 144' 7.8 8.6 8.8 0.4 0.t 7,3 7.2 69 6.6 0.3 180' 6992 8386 4727 4082 3418 2741 2001 186' 9,8 0.2 &9 8.8 9,2 7.8 ?6 7.1 0.7 197 6600 6171 4468 3767 3021 2288 188' 10,1 9.7 8.3 &D 8.6 8.1 7.6 7.2 204' 6015 4661 WI 3302 2494 180' 10.7 10.2 0.8 D.2 8.7 8.2 27 192• 11.3 10.7 10.1 9.6' 89 6.3 218' - 1 605D 5254 4432 3583 13 W 220' W38 4766 3864 2930 11.8 11.1 10.3 9.fi 0.B 210' - 13.0 12.1 11.3 10.4 9.5 240' 6029 5080 4146 3158 216' 13.3 123 11.3 10.2 257 6439 4428 3385 W. 14.7 13.6 123 11.0 _ 284' 5770 4708 3804 257 - - 14.8 13.4 11.9 4C/� 278' 4986 3830 284• 1 1 - - 16.2 14.6 129 288' 6285 4049 278' - 159 14.0 288' '3.-, LOADS ON EXISTING STRUOTURE FROM SHUTTER SYSTEM Tr-PERPENDICULAR LOADS(PLF) SLAT PRESSURE p SPAN 140 1 130 1 120 110 I 100 I 80 I Be 70 1 60 60 1 40 30 36' 212 197 182 167 152 137 122 107 92 77 1 62 47 48' 282 262 242 222 202 182 '162 142 122 102 82 62 80' 351 326 300 276 251 226 200 176 151 128 101 78 72' 421 390 361 331 300 271 241 211 181 161 121 91 84' 491 466 421 386 361 315 280 246 211 176 141 105 96' 680 821 481 441 401. 381 321 281 240 201 180 121 108' 031 685 841 496 451 408 361 318 270 _228. 180 135 ca bsFkdC u o1aWCNu ad 120' 701 850 601 650 601 451 400 360 301 251 201 161 ANCHOR 14644 FSi1 11500F66 10.11,651 a 132' 770 716 680 606 551 1 498 441 365 330 1 276 220 168 IAiteda� .d 0 Wed. 40 144' 721 881 800 540 481 420 380 301 240 180 n 6LTNACCN FH 71n• 2 1n' 1114' T 158' 718 650 585 521 455 390 325 260 195 L4'cCNF EN 3m" 3m 188' 700 630 1 680 490 421 351 280 211 IIS' 876 600 525 451 376 300 225 197 641 680 480 401 320 240 ��� �� '•. �� 204' 698 510 425 340. 268 gg�y �.. 218' 630 641 461 360 270 Z'•� R •� p'1' 228 610 476 380 288 _; sy FF aB�11 J 240' 001 500 400 300 i �1 7 $�5211420 316 .28A' dA0 330 i 09'.0, .9yc 278' A80 $46 i'On� N�� 286' 480 00 cm TRACKMIXINT TRACK MOUNT TRACK MOUNT TRACK MOUNT TRACK MOUNT END-RETENTION TRACKS END-RETENTION TRACKS END-RETENTION TRACKS END-RETENTION BNON-RETENTION TRACKS END-RETENTION&NON-RETENTION TRACKS MAXIMUM DESIGN PRESSURE OFASINGLE UNIT SLAT MAXIMUM DESIGN PRESSUREOFASINGLE UNIT SLAT MA)OMUMDESIGN PRESSURE MAKIMUMDESIGN PRESSURE OFASINGLE UNIT SLAT MAXIMUMDE916NPRESSURE OFASINGLE UNIT SLAT WALL FOR ANY HEIGHT ATTACHEDW4TH WALL FOR ANY HEIGHT ATTACHED WITH OF A 81NGLE UNIT SLAT WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED WITH Stir ELCO ULTRACON HFH @6.O,C, 5118'HFHELCOULTRACON@4"D.C. WALL FOR ANY HEIGHT 1/4'•14ELCODRIL•FLEX 8/16'-24ELCODRIL-FLEX. ATTACHEDWITH CONC.8- HOLLOW TIMBER CONC.8 HOLLOW TIMBER 319'ELCO CONFLEX @ 8'O.C, @ F O.O. ®6'O.C. @ 4'O.C. @4 O.C. @ 8.O,C. @ G.O.C. @ 4.O.C. W SLAT SPAN FILLED CMU CMU FILLED CMU 118'AL1ST 114'AUST 1t8'AUST 114'AUST 1/d°AUST 114'A118T i14'AL16T SLAT SPAN SLAT SPAN SLAT SPAN PRE59URE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE CONC.B PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE. PRESSURE PRESSURE PSF PSF PSF PSF PSF PSF FILLED CMU P9 PSF PSf PSF PSF PS (PsF) 9IA7 SPAN W' 140 136 140 84' 140 7b 90 PRESSURE 84' 79 122 119 140 84' 103 133 110 57' 140 120 140 80 140 6T 78 (PSF) �' 71 109 102 140 90 03 120 140 60' 140 107 131 B5 f28 60 71 96' 14D 98' 64 09 93 140 86' 83 108 140 g �, B6' 140 88 107 102' 119 64 84 102' 128 102' 59 80 85 132 102' 76 110 �cx�iD 72' lf 99 tOB' 108 60 59 t11B' 116 108' 64 82 79 121 108' 7O 81 134 tic$6L 7S: 78 114' 100 49 04 114' 109 114' S0 70 73 112 114' 64 94 124 64' 68 120' 93 42 49. 120' 102 120` 47 71 68 104 120' 60 7B 118 90 DB 126' 87 39 40 12V S5 126' 43 B8 84 97 126' 65 7O6' 51 132' Bt 37 42 132' 89 or 41 01 60 91 137 62 68 102 107 48 138' 78 34 40 f3B' 84 13B' 3B 68 66 86 138' 4D B4 OB 109' 42 144' 72 32 37 144' 79 144' 38 54 53 Bt 144' 4960 lb14' 38 t60' 48 30 38 160' 76 160' 34 51 50 76 160' 43 57 65 120' 3B 168' 04 20 33 168' 71 188' 92 48 48 72 16B' 41 64 O1 726' 32 182' B1 27 31 t92' 67 187 91 48 46 69 16Y 39 51 77 coo 137 65 25 30' 168' 88 26 30 169'. 64 168' 29 44 43 65 168' 37 49 T3 m 19B' 51 24 28 .174' 66 24 28 174' 8t 174' 28 41 41 62 174' 35 46 70 ,� 144' 48 22 26 180' 63 23 27 180' 58 180' 27 40 39 69 100' 33 44 01 15D' 48 2f 24 188' 81 22 28 188' Be 165' 25 9B 38 87' 188' 32 42. 64 158' 43 20 23 ',, t,5':7AO:"F� :"'., 21 24 167 53 182' 24 98 36 54 197 31 4t B1 187 41 ---JT— 21 198' 0 20 23 188' 61 022- 2 23 35 35 52 1D8' 29 39 69 t8B' 39 18 20 2D4' 49 2D 22 204' 49 23 33 34 50 204' 20 37 67 174' 37 17 10 210' 43 1D 21 210' 47 22 32 32 48 210' 27 38 64 160' 35 78 1B 218' 41 10 20 215' 46 21 91 31 48 216' 28• 39 02 188' 34 15 17 222' 40 17 20 22Y 44 20 30 30 45 12Y 23 33 61 19r 32 16 17 228' 3B 17 1D 2 B' 42 19 29 20 228' 24 32 4B196' 31 14 10 234' 37 18 18 234' 41 19 28 28 42 234' 23 31 47 204' 30 13 18 240' 38 18 18 24D' 40 18 27 27 40 240' 22 30 4B2f0 29 13 10 246' 35 15 17 246' 38 246 18 26 28 39 248' 22 29 44 216' 27 12 14 252' 34 15 17 267 37 262' 17 25 26 36 252' 21 28 431,11d 3 222' 26 12 13 258' 33 14 18 256' 36 258' 17 24 25 37 258' 20 27 42 228' 25 11 13 284' 32 14 16 294' 35 264' 16 23 24 36 284' 20 26 40 234• 25 11 12 270' 31 f3 15 276' 33 278' 15 22 23 34 270' 18 26 3B W 240' 24 11 12 276' 30 13 15 2B8' 3I 288' 14 21 22 32 2W 1B 24 38 N01E1 THE 6050-H112 SLAT,TRACKS,AND ALL NEWPORT SLAT SPANS SHALL NOT EXCEED 108' ��i 9�"•., na i�7j,h nnitt\\ _ ltss ti 4'BUILD-OUTS 4'BUILD-OUTS 4'BUILD-OUTS 4'BUILD-OUTS 4'BUILD•OUTS 4'BUILD-0UTS v. END-RETENTION&NON-RETENTION TRACKS -ENO-RETENTION&NON.RETENTION TRACKS END-RETENTION&NON- END-RETENTION&NON- ENO.RETENTION&NON-RETENTION TRACKS END-RETENTION&NON-RETENTION TRACKS MAXIMUMRETEOONTRACKS RETENTION TRACKSMAXIMUM MAXIMUM MAXIMUM DESIGN PRESSURE tlFASINGLE UNIT SLAT MAXIMUM OESICvVPRESSURE 0FASINGLE UNIT SLAT WALL FOR ANY HEIGHT ATTACHED WTH WALL FOR ANY HEIGHT ATTACHED IMTH MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE WALL FOR ANY HEIGHT ATTACHED WTH WALL FOR ANY HEIGHT ATTACHED WTH 5116'ELCO ULTRACON HFH @ 6'O.C. 5116'HFH ELCO ULTRACON @ 4'0.0. OF A SINGLE UNIT SLAT OF A SINGLE UNIT SLAT 110•14 ELCO DRIL-FLEX 51161•24 ELCO DPIL•FLEX, ffi WALLFOR ANYHEIGHT WALL FOR ANY HEIGHT "•y CONC,& HOLLOW CONC.& HOLLOW ATTACHED WITH -ATTACHED WITH @ 6'O.C. Q 7 O.C. @ 4.O.C. . Q 4'O.C. @ 8'O.C. @8-0. C, Q 4'O.C. d TIMBER TIMBER 3R'ELCO CONFLCX 6 0 C 318'ELCO CONFLEf®4'O.C. 118'AUST 174'AUST 118'AL7ST 114'ALIST 114'M 114'AUST IM'AUST FILLED CMU CMU FILLED CMU CMU ® ' SLAT8PAN SLAT SPAN . SLAT SPAN 6IAi SPAN PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRE68URE CONC.& CONC.B PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PSF PSF PSF P8 (PSF P3F FILLEDCMU FILLED CMU P8 PSF PS POF PS (P8F PSF LL SLAT SPAN SLAT SPAN 67' 140 119 139 60' 140. 119 140 PRESSURE PRESSURE ST 135 140 140 140 8B' 103 124 140 M ^ 80' 140 103 121 64' 140 100 125 PSF) (PSF) 60' 111 140 132 140 /2' IIS 109 140 83' 13B B9 t08 68' 140 85 107 88' 107 100' 136 64' 83 136 112 140 76' 79 07 135 68' t23 78 93 72' 135 - 73 84 100' 100 11M1' 125 60' 78 117 98 140 Bd 70 8e 122 69' Ill 69 63 76' 121 63 02 104' 93 120' 1% 72' 67 102 83 139 S4' 63 78 110 .0c� 72' 100 at 74 67 109 56 73 108' 87 12G' 106 76' 110 90 73 124 60' 57 71 1 101 75' 91 5M1 87 84 09 50 @9 112' 62 132' 99 80' 01 80 64 111 021 52 66 93 79' 83 49 00 e8' BO 44 59 116' 77 138' 92 04' 48 72 58 101 SB' 47 69 Be B1' 71 44 55 92' 82 40 64 120' 73 144' 08 88' -40 GO 52 93 00' 43 65 70 64' 71 40 50 98' 70 36 40 124' 60 160' 81 IT 36 00 47 83 104 40 60 74 8T 69 37 48 100' 70 33 45 128' 65 150' 76 96' 33 55 43 78 108' 37 47 69 90' 61 34 43 104' 80 30 42 132' 62 f8Y 71 100' 30 80 9D 72 112' 34 4 64 93' 67 31 40 108' 81 28 38 136' OB 166' e8 104' 27 48 39 W 116' 32 41 61 06' 63 29 37 112' 57 26 30 140' 6G .174' 64 108' 26 43 33 63 120' 30 39 67 co 09' 50 26 34 116' 54 24 33 144' 04 186' 61 112' 23 40 31 59 124' 28 38 54 1D2' 47 25 32 IV 50 1,2 31 148' 01 105' 56 116' 21 3B 29 5B 128' 28 34 - 5t � 105' 44 23 90 124' - 47 21 2D 152' 49 1921 65 120' 20 35 27 62 3T 25 32 49 100' 42 21 28 12W 48 19 26 168' 47 100' 63 124' 16 33 25 48 136' 24 31 46 I� 111' 40 20 27 13T 43 18 26 160' 46_ 204' 61 12V 17 31 24 47 147 22 $24 44 114° 39 19 25 136' 40 17 20 184' 4M1 210' 46 132' 16 30 22 44 144' 21 42 117° im 30 18 24 140' 38 IS 23 168' 4 21W 48 138' 15 2e _ 21 42 140' iQ40 120' 34 17 22 144' 37 t0 22 172' aD 222' 46 140' 14 27 20 40 152' 19 19 123' 33 16 21 148' 35 15 21 176' 30 228' 43 144' 14 28 19 38 156' 18 37126 31 15 20 157 34 14 20 180• 38 234' 41 148' 13 24 10 30 187 1B 35. 129° SO % t9 158' 32 13 19 ISO 36 240' 40 102' 12 23 17 35 184' 17 34132' 29 14 1B 187 �1 13 10 18B° 36 246' 38 158• 12 22 10 33 188' 16 33 135' 28 13 iB 164' 30 12 iB 10'1' 34 282' 37 167 11 21 S 32 172' 16 21 32 138' 27 12 17 188' 12 17 19B' 33 258' 36 164' 11 7.0 15 31 176' 15 20 30 141' 25 12 16 172' 27 11 18 200' 32 ?.84' 34 18B' 10 t8 14 29 law 14 I9 29 144' 2S 11 18 176' 25 11 16 204• 31 ,277 33 172' t0 19 14 28 184' 14 18 28 147' 24 11 15 180' 28 10 15 210' 30 27G' 32 176' 8 f8 13 27 109' 13 1B 27 157 23 f0 14 184' 25 10 15 218' 29 282' 31 i80' D 17 13 26 196' 12 17 26 163' 22 t0 14 10B' 24 10 14 222' 27 288° 30 184' 9 1 17 17.__L__25_j 204' 12 16 1 24 �t ```%\1t I 8 r Lu EEO 109" �dO '�' NOTEi THE 5090-H112 SLAT.TRACKS.AND ALL VIEWPORT SLAT SPANS SHALL NOT EXC ` •%,� g � 3'BUILD-OUTS 3'BUILD-OUTS 3'BUILD-OUTS 3'BUILD-OUTS 3'BUILD-OUTS 3'BUILD-OUTS END-RETENTION&NON-RETENTION TRACKS END-RETENTION&NON-RETENTION TRACKS END-RETENTION&NON- END-RETENTION&NON- END•RETENTION&NON-RETENTION TRACKS IEND.RETENTION&NON-RETENTION TRACKS MAXIMUM DESIGN PRESSURE OFASINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OFASINGLE UNIT SNRETENTION TRACKS- RETENTION TRACKS MAXIMUM DE9IGNPRESSURE OFASINGLE UNIT SLAT MAXIMUM DE8IGNPRESSURE OFASINGLE UNIT SLAT WAIL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED WITH MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED NTH 5118'dC0 UITRACON MFH @ 8'O.C. 8118•HFH dOF A SINGLE UNIT SLAT OF A SINGLE UNIT SLATC0 ULTRACON @ 4'O.C. WALL FOR ANY HEIGHT WALL FOR ANY HEIGHT 114'-14 ELCO GRIL-FLEX, 6116-24 ELCOORIL-FLEX. CONC.& HOLLOW CONC.& HOLLOW ATTACHWWITH ATTACHED WETH rJ 6'D.C. Qa 6'D.C. @4'D.C. 4 O.C. w TIMBER TIMBER � ' �8'0.C, ®6'O.C, Q4'O.C. FILLED CMU CMU FILLED CMU CMU 318'ELC000NFLIX®6'QC. 318'ELC000NFLEX 04'0.0, 1/8'AUST 1/4'A(IST 1/8'AL/6T IN AUST 1/41AUST 174'AU8T 1141AUST SLAT SPAN PRESSURE PRESSURE PRESSURE SLAT SPAN PRESSURE PRESSURE PRESSURE CONC,& CONC,& SLAT SPAN PRESSURE PRESSURE PRESSURE PRESSURE SLAT SPAN PRESSURE PRESSURE PRESSURE PS PSF PSF PSF P6 PSF SLAT SPAN SLAT SPAN FILLED CMU FILLED CMU PSF (PSF) PSF PSF PSF PSF PS 67' 140 1IB 136 60' 140 116 140 PRESSURE PRESSURE 56" 133 '140 140 140 68' 98 116 140 60' 140 102 117 84' 140 81 118 (PSF) (PSF) 60' 109 140 128 140 72' 85 102 136 iI 83' 130 88 102 BB' 140 82 101 84' 121 108' 116 84' 91 127 107 140 76' 75 90 121 R 69' 116 78 BD 77 124 71 88 88' 111 114' 106 w 76 109 92 140 80' 66 80 108 69' 104 1 67 80 76' 110 BI 77 92' 102 120' 97 77 66 96 1 79 128 84' 69 72 99 w qty$ 77 94 60 71 86 99 54 68 A8• 94 126' DO 76+ 67 85 70 113 88' 64 65 90 'a 7 76' Be 64 64 BM1' 89 .49 61 IV 88 1324 83 80• 50 75 62 101 92• 48 60 83 78• 78 49 68 88' B1 43 55 104" 62 138' 78 S4' 44 68 65 92 96• 44 55 77 S1' 72 43 53 97 74 36 50 108" 77 144' 73 88 39 61 49 84 100' 40 60 71 84' 66 38 48 98' 68 30 48 112' 72 160' 88 9Y 36 66 44 77 104' 31 47 68 07' 61 38 44 100' 03 31 42 118' 68 166' 64 95' 31 61 40 11 108' 34 43 62 9D' 67 33 41 WO 59 29 39 120' 84 162' 61 100' 28 47 37 G5 IV 32 40 58 93' 53 30 38 106' 1 68 1 26 36 124' 60 16B' 67 104' 26 43 34 61 116' 30 38 54 98' 49 28 35 117 51 24 33 128' 67 174' 64 108' ­gv 40 1 31 55 120' 28 35 BI 99' 46 28 33 116' 48 23 31 132' 64 180' 62 112' 22 37 29 0 I24• 28 33 48 16X 44 24 31 120' 46 21 20 138' 82 1B8' 49 116' 20 36 27 Be 128' 2 31 48 106' 41 22 20 124' 43 20 27 140' 49 107 47 120' 10 32 25 47 132' 23 30 43 108' 39 21 27 128' 40 18 26 144' 47 188' 45 124' 18 31 24 44 138' 28 41 111' 37 t9 25 137 38 17 24 148' 45 204• 43 128' 16 29 22 42 140' 21 27 39 114' 35 16 24 136' 36 16 23 62' 43 210' 41 132' 16 27 21 39 144' 20. 26 37 11T 33 t7 23 140' 35 15 22 1W 41 218' 3.9 136' 16 25 29 37 148• 18 24 38 120• 32 18 21 144• 33 18 21 180' 40__,... 222' 39 140' 14 24 19 35 152' 18 _ 23 34 123' 30 15 20 148' 32 14 1 20 164' 38 718' 38 144' 13 1 23 IB 1 34 166' 17 22 33 128' 29 15 19152' 30 13 18 188° 37 234' 30 148' 12 22 17 _32 180' 1 6 21 32 129' 28 14 IB -. 159' 29 13... IB 172' 35 240' 34 152' ._..12 21 16 31 164' 10 20 30 132 27 13 18 100' 2B 12 17 16' 3A 248' 32 168' 11 20 15 30 1S8' 15 20 29 138' 20 13 17 184' 27 11 -16 180' 33 252' 31 1E0' 11 -19 15 29 172' 14 19 28 138' 24 12 16 186' 26 11 18 104' 32 258' 30 104' 10 19 14 27 176' 14 18 27 141°' 24 11 16 172' 25 11 I6 1B8" 31 264' 20 1B8` 16 18 13. 28 180' 13 17 211 4.6 144" 23 11 15 178' 24 10 15 1B2' 30 270• 20 172' 9 17 13. 25 1B4' 13 IT 25 3' 147" 22 IO f4 180 23 10 14 108' 28 278' 27 178' 9 17 12' 24 189' 12 18 24 166 21 10 14 184' 22 D 14 204' 27 2B2' Ni 180' B 10 12 24 19B' 12 16' 23 163' 20 10 i3 188' 21. 9 13 210' 20 "288' 20 184 8 1 12 1 23 1 204' 11 14 21 ch c1 .� off.•'��� •��oy :40 NOTE'.THE 5050—MI12 SLAT,TRACKS,AND ALL VIEWPORT SLAT SPANS SHALL NOT EXCEED 108" 11111111°°0°°�7 rBUILD•INS 47 BUILD-INS 4'8171LD•INS 4'BUILD-INS 4'BUILD-INS 4'BUILD•INS .w END-RETENTION B NON•RETENTIONTRACKS END-RETENTION&NON-RETENTION TRACKS END-RETENTION&NON- END-RETENTION&NON- END•RETENTION&NON-RETENTION TRACKS END-RETENTION&NON-RETENTION TRACKS MAXIMUM DESIGN PRESSURE GFASINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE 0FASINGLE UNIT SLAT RETENTION TRACKS RETENTION TRACKS MAXIMUM DESIGN PRESSURE OFASINGLE UNIT SLAT MAXIMUM OFSIGNPRESSURE OFA SINGLE UNIT SLAT >. WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED N7TH MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSUREWALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED WTH 5/15 ELCO ULTRACON HFH Q 6'O.C. 5116 HFH ELCO ULTRACON QF A SINGLE UNIT SLAT OF A SINGLE UNIT SLAT 4'O.C.O,C. 114'•14 ELCO DRIL•FLIX. 5116'•24 ELCO DRIL•FLEX. g WALL FOR ANY HEIGHT WALL FOR ANY HEIGHT CONC.& HOLLOW CONC.& HOLLOW ATTACHED WTH ATTACHED WITH Q S'O.C. Q 6:O.C. 04-0.0. 0 4.D.C. @ 8'O.C. Q 8'O.C. Q 4.O.C. TIMBER TIMBER t d FILLED CMU CMU FILLED CMU CMU 31B'ELCO CONFLEXQ5O.C. 3!8'ELCOCONFLEXQ4'0.C. 1/B'AUST 114'AUST 118'AUST 1f4'RUST 114'AUST 114°A118T 1!4'ALIST SLAT SPAN SLAT SPAN SLAT SPAN SLAT SPAN PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE CONC.& CONC.B PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE P8F 9F PSF P8F) (PSF) (PBF) SLAT SPAN SLAT SPAN FILLEOCMU FILLED CMU P9 PSF PSF PSF PSF p9F PSF 67' 140 114 140 60' 140 117 140 PRESSURE PRESSURE 66' 122 140 140 140 65 86 115 140 60' 140 89 123 00 140 99 134 (PSF) (Pop) 60' 10t 140 116 140 72' 84 102 138 03' 140 67 109 BB' 140 80 718 84' 127 108' 126 1 S4' 85 ,126 100 1 14D 76' 74 91 124 - 85 120 76 Be 72' 140 74 104 Be. 117 114' 115 1 88' 72 110 86 MD BO° 66 81 112 89' 1t8 68 98 76' 130 65 93 02' 108 120' 107 72' 62 07 6 130 84' 60 74 103 72° 108 1 61 1 80 BY 116 fib 84 98' 10t 128' 99 78' 03 _ 86 66 117 88' 64 67 94 75' E 55 73 64' 708 52 76 100' 84 131' In 80' 41 78 89 108 91' 80 62 B7 78' 50 67 88' 09 47 70 104' BB 138' Be 84' 42 70 62 97 05 45 67 81 81' 45 81 92' 62 42 84 108' 13 144' Si 88' 37 84 47 89 100' 42 63 75 84' 41 97 99' 88 30 80 117 78 1B0' 76 92' 33 68 43 82 104' 39 49 70 87' 38 63 100' 70 35 58 116' 73 158' 72 O6' 30 64 39 76 t08' 36 49 89 ST 35 49 I04' _ 74 33 81 120' 70 162' 08 t00' 20 60 36 71 112' 34 43 62 93' 32 48 108' 70 30 40 124' 06 168 6d 104' 26 46 33 66 110' 31 40 5805 30 43 112' BB 28 45 128' 03 174' 61 108' 23 43 31 62 120' 30 38 6599' 28 '41 118' 62 26 42 13T 60 186' 68 112• 21 40 2B 58 124' 28 3B 52 1D2' 53 28 39 12V 08 25 40 136' 87 188' 55 170' 20 36 26 65 120' 26 34 60 105' N40 24 38 124' 65 23 38 140' - 84 1B2' 63 120' 18 36 16 62 132' 25 32 47 t08' 23 34 120' 53 22 28 144' 51 198' 51 124' 17 34 23 49 136' 24 45 111' 22 32 132' 60 21 34 148' 80 204' 49 120' 16 32 22 48 140' 22 29 43 114' 20 31 138 48 20 32 167 48 210' 48 132' 16 30 21 44 144' 21 Z8 41 117' 19 20 140' 46 t8 31 156' 40 219' 45 ISS' 14 29 20 42 148' 20 28 39 120' I8 28 144' 44 18 29 160' 44 222' 43 140' 13 21 IB 40 162' 19 25 38 123' 17 27 148' 42 17 28 184' 43 - '228' 41 144' 13 26 18 38 1b5 19 24 35128' 17 20 162' 40 16 17 109' d1 134' 4D 140' 12 26 17 37 160' 18 23 35 129' 38 16 24 16W 39 16 20 172' 40 240' 38 191' 12 24 10 35 164' 17 22 33 d •• 192' 34 15 24 16D' 31 15 2b 176' 39 248' 37 1b8' it 23 16 34 168' 16 21 32 I& 33 15 23 104' 30 14 24 100' 37' 252' 36 IBD' 10 22 15 33 172 16 21 31 138' .31 14 22 1 1S0' 34 13 23 1B4' 36 258' 35 164' AD 21 141 170' 15 20 30 �gLy 141' 30 13 21 177 33 1 13 22 188' 35 184' 34 1 180' 10 20 13 30 100' 15 19 29 '144' 29 13 20 179' '32 12 21 192' 34 270' 33 112' 9 20 13 29 104' 14 ' 19 28 I4T 28 .12 20 180' 31 12 21 198' 31 278' 32 178' 9 19 12 28 1B8' 14 18 27 Igg 150 27 72 19 184' 3D 12 20 204' 31 Z82' 31. 180' 9 16 12 Z7 195 13 17 26 C 163' 26 71 18 185 29 11 19 210' 30 288' 30 1B4' B 17 12 26 204' 12 16 24 11 Lj kL - NOTEI THE 8050•-11I12 3lAT,TRACKS,AND ALL Vlp•WpORT SLAT SPANS SHALL NOT EXCEED 108" /�����bt,wfS '�• O�O� ' '''��� lIIIIIIl11 tR'! M b T BUILD-INS 3'BUILD-INS 3'BUILD-INS 7 BUILD-INS 3'BUILD-INS '31 BUILD-INS END-RETENTION&NON-RETENTION TRACKS END-REFENTION Is NON-RETENTION TRACKS END-RETENTION&NOW END-RETENTION 6NON- END-RETENTION&NON-RETENTION TRACKS END-RETENTION6NON-RETENTION TRACKS MAXIMUM DESIGN PRESSURE 0FASINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE 0FASINGLE UNIT SLAT RETENTION7RACK9 RETENTION TRACKS MAXIMUM DESIGN PRESSURE OFASINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE 0FA SINGLE UNIT SLAT WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED WITH MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED WITH OFASINGLEUNITSLAT OFASINGLEUNITSLAT 5116'ELCO ULTRACON HFH @ 8'O.C. 5116'HFH ELCO ULTRACON(g 4'O.C. 114'•14 ELCOGRIL-FLEX 916•24 ELCO DRIL-FLEX q WALL FOR ANY HEIGHT WALL FOR ANY HEIGHT t;P CONC.6 HOLLOW CONC.& HOLLOW ATTACHED WITH ATTACHED WITH @6'O.C. @6'O.C, @4.0.C. @4'O.C. @B•O,C. @6'O.C. @4'O.C. RB TIMBER TIMBER v�+ F0.L9)CMU CMU FILLED CMU CMU 318'ELCO CONFLEX(rg 6'D.C. 3!8'ELCO CONFLIX®4"O.C. tAt'AUBi i!4'AU9T 118'AUBT 114'AUST I14'ALI6T fl4'AUBT 114'AI/ST SLAT SPAN SPAN SLAT SPAN S LATAN SLAT SPAN PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE CONC.& CONC.6 pRE89URE PRESSURE PRE65URE PRESSURE PRESSURE PRESSURE PRESSURE PSF PSF PSF PSF PSF SF FILLED emu FILLEDCMU PSF PBF PSF PSF PSF PSF PSF SLAT SPAN SLAT SPAN yI 57' 14D 110 132 6D' 140 110 - 140 PRESSURE PRESSURE 124 140 140 140 68' 99 118 140 5 60' 140 95 116 84' 140 91 120 PSF) (PSF) 102 140 121 140 72' 87 108 140 63' 131 63 103 8B' 140 80 109 84' 131 105' 129 OB 129 102 140 76' 77 84 12868' 118 73 9272' 31 70 97 BB' 1Z1 114' 118 79 173 Be 140 BD' 69 B6 197 69' t07 65 63 76' 118 81 Be 92' 112 IV 110 72' 63 100 77 134 84' 62 77 107. 72' 97 58 76 —4v 107 64 70 90' 104 126' 102 76' 55 9(1 68 121 88' 67 70 88 75' 90 52 68 64' 98 B 70 100' 98 132' 85 00 40 81 Al 110 92° 52 85 90 78' 03 47 03 88 00 44 04 104' 92 138' 89 84' 43 73 04 101 96' 46 68 04 81" 76 43 88 92' 83 40 89 108' 88 144' 83 86' 30 67 40 92 100' 44 08 76 84' 71 39 63 98' 7T 38 84 112' 81 160' 79 02' 35 01 44 66 104' 41 at 73 87' 68 38 50 IDD' 71 33 81 116' 77 1.58' 74 96' 31 66 47 79 108` 38 48 69 90' 1 02 33 1 48 104' 67 31 47 120' 73 162' 70 100' 29 52 37 74 112" 35 46 B5 93` 68 31 43 108' 83 2B 44 124' 60 168' 67 104' 20 49 34 69 118' 33 42 O1 96' 05 26 40 1t2' 59 26 41 128' 88 174• 63 108' 24 46 32 65 120' 31 40 58 h 99' 6Z 28 3B 116' 06 Z6 39 131' 63 180• 60 112' 22 43 30 6i 124° 29 38 65 102' 49 26 38 120' 63 23 37 138' 60 708• 57 116' 21 4D 28 68 128' 28 30 52 105' 47 23 34 124' 50 22 34 140' 57 192• 55 120' 19 38 7.0 1 54 1& .26 34 50 pg�pp' 108' 44 22 32 128' 47 20 33 144' 65 199' 53 124' 18 36 25 62 136° 25 32 47 21'7 111' 4Z 20 20 132• 43 10 31 148' 63 204' 128' 17 34 23 49 140' 24 31 46 f1M1' 4D 19 29 138' 43 t8 30 152' 60 _ 210' 4B 8 132, 16 32 22 47 144' 23 30 43 11T 38 18 27 140' 41 11 2B 156' 40 210' 46 136' 1 18 31 21 44 14S' 1 22 20 41 t20' 37 17 ?6 144' 39 16 27 160 47 43 d6 140' 14 19 ZO 162 21 27 40 723' 35 17 25 146' 3B 98 _ 20 104• 228' 43 144' 14 28 19 41 158" 20 29 38 Im 34 16 24 152' 36 16 25 168' 43 234' 42 148' 13 21 18 39 160' 18 26 37 129' 32 15 23 MIS' 35 14 24 1721 42 240' 40 152' 12 25 17 37 164° 18 24 35 132' 31- 14 22 180' 33 74 23 176' 40 246' 39 1S6' 12 24 1B 38 168' 16 23 34 13W 30 14 21 164' 32 13 22 180' 39 252' 37 160' 11 23 10 35 172' 17 W 33 135' 20 13 20 168• 31 12 21 188' 38 259' 38 164' 11 23 1 33 176• 18 21 32 141' 28 12 ZO 172' 30 12 20 188' 37 204' 35 188' 10 22 14 32 180' 16 21 91 C �� 144• 27 12 19 176' 29 1 12 1 20 182' 95 I 270• 34 177 10 21 14 31 184' 16 20 30 147' 26 12 18 180' 28 11 10 188' 34 276' 33 176' 10 2D 13 30 189' t6 10 29 � 150' 25 11 18 184' 27 71 1B 204' 33 282' 32 I80' 6 19 13 .29 196' td 7B 27 153• 24 11 17 188' 28 10 18 210' 31 286' 31 184' 1 9 10 12 28 204' 13 197 26 � yyy w11► $ 4V NOTE-, p w O a 4� NOTE:THE 6080-H111 SLAT.TRACKS,AND ALL ViEWPORT SLAT SPANS SHALL N01 EXCEED 106' i 47•'•,� yti 2'BUILD-INSW11/4'WALLS&31A'ANGLES rBUILD-INS W11/4'WALLS&318'ANGLES 2•BUILD-INS W1114'WALLS&318' 2'BUILO•INSW11/4'WALLS&310'ANGLE8 2'SUILD4NSW11/4'WALLS&30 ANGLES rr END-RETENTION&NON-RETENTION TRACK$ END-RETENTICN&NON-RETENTION TRACKS END-RETENTION& END-RETENTION&NON-RETENTION TRACKS END•RETENTION&NON-REl'ENTIONTRACKS MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT NON•RETENTION TRACKS MUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT WALL FOR ANY HEIGHT ATTACKED WITH WALL FOR ANY HEIGHT ATTACHED WTH MAXIMUM DESIGN PRESSURE OFA WWLLFOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED WTH all 6•ELCOULTRAOONHFH 0S'O.C. 6116'HFH ELCOULTRACON®4'O.C. SINGLE UNIT SLAT WALL FOR ANY 1/4'-140.000RIL-FLEX 61181-24ELCODRIL-FLEX. rg HEIGHT ATTACHED WITH X CONO.& HOLLOW TIMBER CONC.& HOLLOW TIMBER 318•ELCO CONFLEX®6.O,C. go-O.C. ®7 O.C. @ 4'O.C. ®4'O.C. @6,0.c. 06,0.0. ®4.O.C. i FILLED CMU CMU FILLED CMU CMU Il8'AUST 114'AUST I&AUST 110AUST 1/0ALIST IN*AUST 1/41ALIST SLAT SPAN SLAT SPAN SLAT SPAN SLAT SPAN PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE CONC,&FILLED PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PSF 138F P9 PBFj (PSF) JPSP SLAT SPAN CMU (PSF) (P9F4 PSP PSF) PGF PSF PSF 57• 140 104 123 67 140 103 132 66' 115 140 133 140 60' 91 106 140 PRES6URE(PSFj 60' 134 69 109 Sa' 140 87 1+4 S7 95 137 111 140 72' 80 85 127 63' 120 78 08 88' 132 74 100 72, 140 64' 80 118 95 140 16' 70 65 114 � ^ 86' 107 69 03 72' 117 65 88 76 138 Ga. G8 103 81 135 . 80 69 7/ foe 69' 98 at 77 1 78' 106 67 79 80' 126 72' 99 91 M4176 64' 67 69 05 72' 89 66 70 0' 98 60 71 04' 118 70' 61 at 88' - 62 63 87 78' 81 49 63 SO 67 48 64 8A' 107 87 45 73 02' 47 58 Oi T8' 76 44 59 68' 80 41 59 82' 09 84' 40 68 96' 43 54 75 81' 69 40 63 02' 74 30 54 00' D2 BB' 36 60 100' 40 60 70 84' 65 .38 49 BA' 68 33 48 100 EIB BY 92 60 104' 3i 48 BG �'87' 60 34 46 100` 64 30 46 ID4' 01 OG 29 St 106' 34 43 fit 00' 56 31 42 104' 60 28 43 108' 7 1 27 47 117 32 40 07 03• 53 28 40 106' 56 26 40 112' 71 104' 24 44 —Ti— 61 _ 110' 30 38 64 06' 50 1 27 37 112' 62 24 31 119' D7 106' 22 41. 29 68 120' 28 36 51 C� 99' 47 26 35 1S' 50 23 35 120' 04 112' 21 38 27 54 124' 27 34 49 02' 40. 2____ 33 120 47 91 31 124' 01 110' f9 38 26 81 128' 28 32 98 105' �42 22 31 124" 44 m20 31 f2—tr 88 120' 10 3e 24 48 132' 24 a� 31 dd� pppp 106' 40 20 29 12' 42 10 1 30 1 132• 65 —1241--17 32 22 48 136' 7 23 20 42 x41.7 111' 38 19 28 ter 40 1S 28 37 52 128' 18 30 21 44 140' 22 20 _70- 1 0 114' 36 18 26 98• 38 17 21 'f40' 60 132' 16 29. 20 41 144' 1 21 28 38 111, 35 17 26 147 37 1S 28 144' 48 139' 14 21 19 39 14W 20 25 31 120' 33 10 24 1 144' 35 t6 24 1 ' 40 140' 13 26 19 38 162' 10 24 35 123' 1 31 1 16 23 1 14W 33 14 23 102' 44 144' 12 28 17 38 158' 18 23 94 y, 128' 30 14 22 162' 32 M 22 160' 43 148' _ 12 24 18 35 160' 17 22 32 129' 20 14 21 160' 31 13 21 180' 41 182' 11 23 16 33 184' 17 21 31 " 192' 28 13 20 107 3D 1 12 21 184' 1 39 168' 11 22 15 32 166' 19 21 30 135' 27 13 10 I84' 28 12 20 1B7 38 160' 10 21 14 31 172' 16 20 20 138' 26 12 19 160' 27it 19 172 3T 16A' 10 20 14 30 178' 18 18 28 v m 141' 25 12 18 172• 28 11 16 176' 36 167 9 18 13 '28 100' 14 18 27 144' 24 11 f7 176' 28 11 to 187 34 tit• 9 18 13 T7 184' 14 1B 28 14T 23 11 17 1B7 25 f0 17 192' 31 177 9 16 12 25 189' 13 17 26 C � � 167' 23 10 18 184' 24 10 fA 204' 20 187 6 17 12 28 +98' 12 16 24 Ili 163' 22 10 18 188' 23 0 16 216' 2U 104' 9 11 11 25 20M1' 12 18 23 NOTE:THE 5030.-H112 SLAT,TRACKS,AND ALL VIEWPORT SLAT SPANS SHALL NOT EXCEED 108" rx ? \\\ 114177E nnnl\� It1O 11a�