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HomeMy WebLinkAboutProduct Approval (2) 4/29/2016 Florida Building Code Online xaoda�oo«a ................. 4:•}:•:•i}:O:•i}:;}}:Gi•4iiiy;{::::::::::::::::::::::::::::... r...:LCvi}}::n•:i6:G:4:•:ih::•}::{:x:::::::::w:: - `rt +5 SCIS Home Log In i User Registration tion Hot Topics Submit Surcharge Stats Facts Publications FBC Staff BC(S Site Map Links Search `f REC9r E! "D APR 2 f<3's/1` ProductApproval ���� Pro IessIbl-'al �tK .USER:Public User Product Approval genu >Produrt!)r 4p:xicat:6 r•'Seanah>Ar 31iration 5:>Application Detail FL# FL5790-R10 our Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@eastemmetal.com Authorized Signature Bill Feeley Irodriguez@eastemmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Z CategorySt�uttrsi Subcategory Rollp• ; I Compliance Method Ev l`uatlon Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report Hardcopy Received Florida Engineer or Architect Name who developed the Trevor Johnson Evaluation Report Florida License PE-65624 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John Henry Kampmann Jr. Validation Checklist- Hardcopy Received Certificate of Independence Ft 5790, R10 COI 15-0401CertificationOflndecendence.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2002 ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-1996 2002 ASTM E-330 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D http://www.floridabuilding.org/pr/pr app O.aspx?param=wGEVXQwtDgtDmAG7pnms8kO719PNv)dDYn7dbzVUAac2AWV9cgQOZQ%3d%3d 1/2 4/29/2016 Florida Building Code Online -Date Submitted 05/01/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/23/2015 Summary of.Products E..... ......................................i............ ...............................................................................................................------.............................................................. FL# Model Number or Name Description ' i 5790.1 i 58mm Bertha End Retention/ Non- Roll Shutter System(includes View Port Option) _ Retention Roll Shutter System(Non- 'HVHZ) :........................................................................................................................ ....................................................................................................................... Limits of Use !Installation Instructions Approved for use in HVHZ: No i 17L5790 R10 IY df Approved for use outside HVHZ:Yes Verified By:Trevor Johnson, P.E. PE-65624 i Impact Resistant:Yes 1 Created by Independent Third Party: Yes i E Design Pressure., N/A 1 Evaluation Reports E Other:This product shall not be installed within High Velocity i FL5790 R10 AE 15-0401EvaluationReport.rdf Hurricane Zone. For design loads and'spans refer to engineered i Created by Independent Third Party: Yes i drawings (installation instructions). Contact Us:: 1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 state of Florida.::Privacy Statement::Accessibility 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 electronic 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 Section 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 they have 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 personal 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 455,F.S.,please click here. Product Approval Accepts: ::e�tii YRt::::•r.:::;t http_//v✓nwfloridabuilding-org/pr/pr app d.aspx?param=wGEVXQwtDgtDniAG7pnms8k0719PN\dDYn7dbzVUAac2AWV9cgQOZQa/a3do/o3d 212 pENEHOL_LVQ_TES: I,sOI 1. TKJ ENGINEERING,LLC.HAS NO CONTROL OF THE MANUFACTURING,PERFORMANCE,OR INSTALLATION OF THIS PRODUCT.THESE GENERIC PLANS EyAl 1MTION ONSET)ON: q WERE ENGINEERED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES AND TEST DATA PROVIDED BY THE MANUFACTURER. FENESTRATION TESTING LABORATORY,INC. &S g 2. THE ROLL-UP SHUTTERS SHOWN ON THIS PRODUCT EVALUATION DOCUMENT HAS BEEN DESIGNED N ACCORDANCE WITH THE 5TH EDITION(2014) LA130RAMIZY No. 4760 2-3 FLORIDA BUILDING CODE(FBC)AND THE 2009 INTERNATIONAL BUILDING CODE(IBC).THESE ROLL-UP SHUTTERS SMALL NOT BE INSTALLED IN HIGH DATE:DECEMBER 1,2005 VELOCITY HURRICANE ZONES(MIAMI-OADE COUNTY/BROWARD COUNTY).ROLL-UP SHUTTERS INSTALLED IN WIND ZONE 4(SEE FSC SECTION REPORT NO.5 1609,1.2.2),OR ESSENTIAL FACILITIES SHALL MEET THE MINIMUM SEPARATION TO GLASS.DESIGN WIND LOADS SHALL BE DETERMINED AS PER FILE NUMBER 05-418 SECTION 1609 OF THE ABOVE REFERENCED CODES.IN ACCORDANCE WITH ASCE 7-10,AND FOR A BASIC WIND SPEED AS REQUIRED BY THE TESTING PROTOCOL E330.E1886 @ JURISDICTION WHERE THE ROLL-UP SHUTTERS WILL BE INSTALLED.THE ROLL-UP SHUTTERS ADEQUACY FOR IMPACT,DEFLECTION,AND FATIGUE E1996-02 RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE REFERENCED CODES AND AS PER ASTM E330.E1886 @ MAXIMUM WIDTH TESTED-120' E1996.AND TAS 201 AT FENESTRATION TESTING LABORATORY,INC.AND AMERICAN TEST LAB OF SOUTH FLORIDA PER THEIR REPORTS(SEE LIST DESIGN PRESSURE- 140.0 PSF OF REPORTS). LABORATORY No. 4744 3. LIMITATIONS OF USE DATE:NOVEMBER 14,2005 B REPORT NO.4 �l A. THIS PRODUCT SHALL NOT BE USED IN HIGH VELOCITY HURRICANE ZONES(SEE FBC SECTION 202), FILE NUMBER 05-4183�n TESTING PROTOCOL:E330.EIBB6 6 B. THIS PRODUCT IS QUALIFIED AS'NON POROUS'THEREFORE GLASS SEPARATION IS NOT REQUIRED EXCEPT FOR THE FOLLOWING LOCATIONS. EI996-02 MAXIMUM WIDTH TESTED-97' 3 � A ESSENTIAL FACILITIES AS DEFINED IN ASCE 7-10 DESIGN PRESSURE-45 PSF y, Z'6 WHERE THE SPECIFYING AUTHORITY HAS SPECIFIED OPTIONAL ADDITIONAL PASS/FAIL CRITERIA N ACCORDANCE WITH ASTM EI996 FOR LABORATORY No. 41411 m � YANG ZONE 4 AS DEFINED IN ASTM E1996 WITH MODIFICATION BY THE FBC/IHC SECTION 1609.1.2.2(FOC:LOCATIONS WITH ULTIMATE DATE:NOVEMBER 14,2005 tl WIND SPEED GREATER TRAM 170 MPH). REPORT NO.3 )• FILE NUMBER 05-418 9 • NSTALLA7ION IN THESE LOCATIONS SHALL MEET THE MINIMUM SEPARATION TO GLASS TABLES ON SHEET 9.THE SEPARATION TO GLASS TESTING PROTOCOL:E330.E1886-02 k MAY BE REDUCED BY USING STORM BARS ON SHEETS 18 TO 22 EI996-0Z MAXIMUM WIDTH TESTED-120' $ C. INSTALLATION WITH INTERMEDIATE,END,AND CORNER MULLIONS REQUIRE A FLORIDA PRODUCT APPROVAL FOR USE WITH THIS TYPE OF DESIGN PRESSURE-23 PSF ' SHUTTER SYSTEM. LABORATORY No. 4644 D. INSTALLATLL IONS SHANOT EXCEED THE MAXIMUM ALLOWABLE STRESS DESIGN(ASD)DESIGN RATINGS AND MAXIMUM SIZE LIMITS BELOW. DATE:JUNE 17,2005 >o SLAT SPAN ULTIMATE DESIGN WIND LOADS DETERMINED BY THE FBC AND ASCE 7-10 SHALL BE REDUCED TO ASD BY MULTIPLYING 0.6(SEE FBC SECTION REPORT NO.2 v 1609.1.2.4). FILE NUMBER 05--418 TESTING PROTOCOL E330,E1886-02 @ E1996-02 TYPICAL SINGLE UNIT ELEVATION 38 PSF MAX.PRESSURE B 278'MAX.WIDTH MAXIMUM WIDTH TESTED-281" O 140 PSF MAX.PRESSURE®96'MAX.WIDTH DESIGN PRESSURE-60 PSF SINGLE SPAN UNTT INSTALLATION-N.TJL • SEE TABLES ON SHEETS 7 THROUGH 22 H DATE:APRIL 4 LB LARGE MISSILE IMPACT. 4596 E. IMPACT LEVEL D:9-1/ LABORATORY No. REPORT I 2 2005005 r Q 4A F. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL FILE NUMBER 05-418 �Z� TESTING PROTOCOL:E330.E1886-02 k O W B H. INCREASE IN ALLOWABLE STRESS(1.33)HAS NOT BEEN INCORPORATED INTD THE DESIGN OF THIS PRODUCT. EI996-02 W Z 2-3 MAXIMUM WIDTH TESTED=242.5' m 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT THE EXISTING STRUCTURE IS DESIGNED TO SUPPORT THE LOADS FROM DESIGN PRESSURE-80 PSF Z= THE SHUTTER SYSTEM AND MULLIONS.EXISTING STRUCTURES NOT ABLE TO SUPPORT THESE LOADS SHALL BE EVALUATED AS A SITE SPECIFIC CN PROJECT.SEE NOTE 4 OF PRODUCT EVALUATION NOTES. i�Z d LABORATORY No. 20 DATE:AUGUST}I,2000 ••• Ty-SEE TABLES ON SHEET 9(EITHER DIRECTION) REPORT NO.3 W J FILE NU DER 00-256 SEE TABLES ON SHEET 9 TESTING PROTOCOL:TAS 201 G STORM BARS TESTED:2x2xl/4,2,3x1/8, Z T y 2.4x1/8,2x4xl/4 ,.. Ty-SEE TABLES ON SHEET 9(EITHER DIRECTION) 1 AMERICAN TESTING LAB OF SOUTH FLORIDA, m P INC. L! sss a i ENO-RETENTION TRACKS NON-RETENTION TRACKS J � �+++ ¢ A C 5. ALL ALUMINUM E%TflU510N5 SHALL BE 6063-T6 ALLOY(UNLESS OTHERWISE NOTED No. 0928.01-09 E NOTED 04 CAN BE REPLACED WITH 6061-T6 ALLOY). DATE:FEBRUARY 2.2010 g IK n DI g 4M z 6. SHUTTERS MAY BE VOipR,TAPE PULLCERTIFICATION No.09-0203.02EY,OR GEAR DRIVEN. TESTING PROTOCOL:E330-02,E1886-05 C 4 4 E1116-05 '•- !2 7. SHUTTER MANUFACTURE'S LABELS SHALL BE IN ACCORDANCE WITH SECTION 1710.8 OF THE FLORIDA BUILDING CODE, MAXIMUM WIDTH TESTED-204'd+120' N --- DESIGN PRESSURE=62 PSF& 100 PSF C � PRODUCT EVALUATION NOTES: 1. THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)PREPARED BY THIS ENGINEER IS CENERC ANO DOES NOT PROVIDE INFORMATION FOR A SITE C Aa SPECIFIC PROJECT;I.E.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. W +ynw Z. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SELECTION,PURCHASE,AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION 'ad� �, L.i PROVIDED AND SHALL NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. \�`\\\l a SLAT SPAN - �+-- SLAT SPAN - +-I �••- SLAT SPAY 3, THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. � � Z 4. SITE SPECIFIC PROTECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BEGONE THE ENGINEER OF _TYPICAL MULTIPLE UNIT ELEVATION RECORD(E.O.R,)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.THE ENGINEER OF RECORD,ACTING a AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER,SHALL SUBMIT SITE SPECIFIC DRAWINGS FOR REVIEW. 't:y<= INTERMEDIATE MULLION REQUIRED FOR INSTALLATION-N.T.S. AN0n!,4�STF.TI'!Nr,_NOTFS; __�-Oj•x �.LLM9�;Ge'� TJ 1. ALL FASTENERS SHALL BE CORROSION RESISTANT COATED CARBON STEEL AS PER ON 50018 OR STAINLESS STEEL 304 OR 316 SERIES WITH 50 KSI YIELD POINT AND 90 KSI ULTIMATE TENSILE STRENGTH. O'.) =yVl- 2. NO EMBEDMENT INTO NON-STRUCTURAL COMPONENTS SUCH AS.STUCCO,TILE,SIDING,ETC.SHALL BE CONSIDERED AS PART OF THE EMBEDMENT, i;7� •., � `, •(/ �� J. THE ANCHOR EDS DISTANCEPACING FOR THE�1/45141&-5/16.-24 EORE FLEX SCREWID FOR 0GE 5 1/2?AND SHAH ANCES AND MINIMUM ATTACHEDDMENT TO 6063076 ALUMINUM OR A36 STEELWN ON SHEET 9.THE (OR !� o EXISTING STRUCTURE(TYP) CONCRETE.FILLED CMU,HOLLOW CMU, TIMBER,ALUMINUM,OR STEEL AV • 1 ,° "0 TAPCON U 12.O.C.(TYP) • j• • • •, i •9 BUILD-OUT HEADER e (OPTIONAL)4. • • , = e • • , ' . • a `0 SELF-TAPPING SMS U 12"O.C.(TYP) S °• SHUTTER HOUSING'. 5/16.0 TAPCON, m m 3/8'0 ANCHOR. y 9" 1/4-14 SCREWS.OR 5/16-24 SCREWS(TYP) SLAT LOCK END CONNECTOR 1/4"MA% 1/4"0 TAPCON 1/4"MAX y d g� (SEE TRACK MOUNT TABLES EVERY OTHER SLAT AT EACH ENO O B"O.C. In SHEETS 10&1t FOR 5/8"0 ACCESS MOLE 5/8.0 ACCESS HOLE SPACING) 0.2•MIN 1/4"0 a"TAPCONO.C. c O 6"O.C. NON-RETENTION SLAT NON-RETENTION SLAT • 5/8.0 OR 13/16.0 (SEE STAT PERFORMANCE TABLE (SEE SLAT PERFORMANCE TABLE •• ACCESS HOLE(TYP) END-RETENTION TRACK SHO ON SHEET 7 FOR 3"TRACK) ON SHEET 7 FOR 4"TRACK) OPEN FACE TRACK SIMILAR , WALL MOUNT (OPTION lA) nWALL MOUNT (OPTION 16) nWALL MOUNT (OPTION 1C) + o 31/4`END-RETENTION 7RACK•N.TS. 3"NON-REfEN770N TRAIX-N.TS. 4"NON-RETENTION TRAIX-N.T.S. . v•• v �� F-(q 1 1/2" 1 I/2" • ,c Q W y STAGGERED 'STAGGERED: KO Ice • .• ,• ° ° .. ,•e•� 4Z� LLJ ta• ° .f •, �cZII � Lu • e 58MM SLAT J 3 ° S SIDE RAIL/TRACK J d n. 5/16"m TAPCON, U-ii5/16.0 TAPCON, 3/8"0 ANCHOR, 3/8"0 ANCHOR• C 1/4-14 SCREW,OR 1"v4" OPTIONAL STAGGERED 1/4-14 SCREW,OR 1"aJ" OPTIONAL STAGGERED VERTICAL BUILD-OUT § c� 2"x4" ATTACHMENT 5/16-24 SCREW TYP 2"v3• ATTACHMENT (OPTIONAL) •pf 5/16-24 SCREW(TYP) 3•x4• (TYP) 4•x4" (SEE}'BUILD-OUT TABLES ON S"v3" (SEE{"BUILO-OUT TABLES ON SMELTS 12 k 1S FOR SPACING 1/B"OR 1/4"WALL THICKNESS C SHEETS 11 k 12 FOR SPACING) ) (SEE TRACK MOUNT TABLES ON •� END-RETENTION SHEET 11 FOR THICKNESS) T/4'0 SELF-TAPPING SVS(TYP) END-RETENTION 1/8-OR 1/4-WALL THICKNESS TRACK SHOWN TRACH SHOVIN / / OPEN FACE AND (SEE TRACK MOUNT TABLES ON NON-RETENTION • ` OPEN FACE AND SHEET 1t FOR 1HICKNE55) TRACKS SINJIAR d L2"x2"zt/e'ALUM.(1'P) \\\ NON-RETENTION Y ® f `NN\\ TRACKS SIMILAR • `` SLAT LOCK END CONNECTOR SLAT LOCK END CONNECTOR ��.••• *S moi, EVERY OTHER SLAT AT EACH END "v q _ 1/4-14 SCREW.OR EVERY OTHER SLAT AT EACH END 1/4-14 SCREW,OR • 1/8"THICK ALUM ANGLE Sllr TO d �.•'•� 5/I6-24 SCREW(TYP) - 0.2"MIN 5/16-•24 SCREW(TLP) 0.2"MIN (OPTIONAL) =,t=;QI•+ e O (SEE TRACK MOUNT TABLES I (SEE TRACK MOUNT TABLFS • O%y syj Q ON SHEET 11 FOR SPACING) L ON SHEET 11 FOR SPACING) 5/8"0 ACCESS HOLE(TYP) •ML =09 5/B"m ACCESS HOLE(TYP) v • v• - p BUILD-OUT SILL i p•,: O C • (OPTIONAL) :O'•) S a4"BUILD-OUT(OPTION 2A3"BUILD OUT OPTION 2B �BUILD-OUT SECTION _ ENbREfENRON 8 NON-RETENTION-N.T.S. O END-RETENTION&NON-RETENTION-N.T.S. BV6RETENTION 8 NON-RETENTION•N.T.S. �f'ff�fff 11111 Q\\\\NMN NOTE: ACCTSS HOLES FOR 3/8"ANCHORS ATti 13/16"0 N � EXISTING STRUCTURE(TYP) CONCREIE.FILLED CMU,HOLLOW CMU. 5/16'0 TAPCON(TYP) TIMBER•ALUMINUM.OR STEEL OPTIONAL STAGGERED _ OPTIONAL STAGGERED (ENOCAP SYSTEM ONLY) ATTACHMENT ATTACHMENT A 41 5/16.0 TAPCON,3/8'O ANCHOR, 5/16.0 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) ' (SEE 4'.3'.OR 2'BUILD TABLES ON _ a (SEE J•OR 2"BUILD-W TABLES ON ° „ •• F ____._. SHEETS 14 TO 17 FOR SPACING) s d SHEETS 15 TO 17 FOR SPACING) •• ^• •• NOTE: a 4• t L' '. NOTE: SEE BUILD-IN TABLE SEE BUILD-IN TABLE o • CORRESPONDING TO THE2•Iq• CORRESPONDING TO BUILD-IN WIDTH AGAINST THE• 3.74• THEBUND-IN WIDTH P•a3• EXISTING STRUCTURE AGAWS THE9 4•X4" EXISTING STRUCTURE �¢ •° °. AIS a 5.9 1/8'OR 1/4-WALL THICKNESS 6.. I/e'OR I/4"WALL (SEE TRACK MOUNT TABLES ONfiE .THICKNESS(SEE TRACK SHEET 11 FOR THICKNESS) 4 G '•$ ' 1 MOUNT TABLES ON a 0O_VT�TFE. y Tn 3@ . SHEET 11 FOR THICKNESS) . a is SLAT LOCK END CONNECTOR SLAT LOCK END CONNECTOR EVERY OTHER SLAT AT EACH END ' EVERY OTHER SLAT AT EACH END - 0.2"MIN 0.2"MINEND-RETENTION TRACK SHOWN•OPEN FACE END-RETENTION TRACK SHOWN.OPEN FACE5/8.0 ACCESS HOLE(TYP) AND NON-RETENTION TRACKS-SIMILAR 5/8"0 ACCESS HOLE(TYP) AND NON-RETENTION TRACKS SIMILAR1/4-14 SCREW,OR 5/16-24 SCREW(TYP) /4-14 SCREW,OR 5/16-24 SCREY!(TYP)(SEE TRACK MOUNT TABLES ON SEE TRACK MOUNT TABLESSHEET 11 FOR SPACING) ON SHEET 11 FOR SPACING) O X411,3",OR 2" BUILD-IN(OPTION 3A) �3",OR 21' BUILD-IN(OPTION 3B) 5/8"ACCESS HOLE(TYP) ouLa END-RETENTION A,NON-RETENTION-N.TS. END-RETENTION 6 N'ON-RETEIMON•N.TS. Lu mm 1/4-14 SCREW OR 5/16-24 SCREW(TYP) SON (SEE TRACK MOUNT TABLES H O- ON SHEET 11 FOR SPACING) 4Lf Z C? 58MM SLAT W J 1.30.73/8"ALUM. O 1 L3%4.3/8"ALUM. O SIDE RNL/TRACN D� ' 5/16.0 TAPCON.31WO ANCHOR, ^ , r • • W 1/4-14 SCREW OR 5/16-24 SCREW(TYP) - • (SEE 3/8'AN TABLE ON • • SHEETS 16&17 FOR SPACING) < • t 1 J Cp a �` 1/4-14 SCREW.OR 5/16-24 SCREW(TYP) O cn H6 ' ••VT111 (SEE TRACK MOUNT TABLES • VAV SIAT LOCK END CONNECTOR I VERTICAL BUILD-IN C � `�• z A , ON SHEET 11 FOR SPACING) EVERY OTHER SLAT AT EACH END OI c'�• A ` d • •*, n • ,• - 0.2'MIN • ' • ai H�L ° ^ END-RETENTION TRACK SHOWN,OPEN FACE v C Oba • ^ n AND NO TRACKS SIL6LAR • W �� c • •• ,, .-5/8 "0 ACCESS HOLE(TYP) \ • S ' ♦\\\{ rl N ^ SLAT LOCK END CO%LECTOR "�O 5/16.0 TAPCON,3/8.0 ANCHOR. V `♦♦♦ EVERY OTHER SLAT AT EACH END 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) ` gO�•'• ,j• (SEE 3/8'ANGLES TABLE ON - OR'WN SHEETS 16 @ 17 FOR SPACING) Z.;41 C r 5/8.0 ACCESS HOLE(TYP) END-RETENTICN TRACK SH, OPEN FACE AND NON-RETENTION TRACKS SIMILAR • nL3x3x3/8 ANGLE BUILD-IN(OPTION 4A) 09x4x3/8 ANGLE BUILD-IN(OPTION 46) BUILD-IN SECTION END.RETENTION 8 NON-RETENTTON-N.T.S. END-RTENTION 6NON-RETENTION•N.TS. VVIR &NON-RfTENT10N-N.T.S. �j.•, n (p i '/AA4j4 TT 1111tt\t♦Cy NOTE: ACCESS HOLES FOR 3/8'ANCHORS ARE 13/16"0 4:h o BUILD-IN,BUILD-OUT,END, EXISTING STRUCTURE INTERMEOiATE MULLION pR CORNER MULLION CONCRETE,FILLED CMU,HOLLOW CMU, UP TO 350 LBS SHUTTER WEIGHT WITH: TIMBER,ALUMINUM.OR STEEL (4)5/W0 TAPCONS OR UP TO 100 LBS SHUTTER WEIGHT WITH: UP TO 200 LBS SHUTTER WEIGHT WITH: (6) 1/4'0.1'SMS (2)5/16'TAPCON OR (3)5/16.0 TAPCONS OR (3) 1/4.0.1•SMS - (4) I/4.0.Y SMS a i a • � m Q a a 1/4.0 SELF-TAPPING SMS(TYP) 5/16.0 TAPCON(TYP) ———— ———— ———— ———— MOUNTING BRACKET �s END-RETENTION&NON-RETENTION INSTALLATION-N.T.S. m STEEL BRACKET STEEL BRACKET STEEL BRACKET MOUNTING BRACKET INSTALLATION END-RETENTION&NON-RETENTION INSTALLATION•N.T.S. ` /Y s r Z OI O 0 IV 3/16.0 ALUM.POP-RIVETS tNGIE ROLL FORM.OJO TO.050 ALUM.MOOD CSAR PLATE OR ETQ yBACK SIpE IAOTOR BRACKET 3/16.0 ALUM.POP--RIVETS/4'm rAPcoN m le'o.I $ELF-TAPPNGSMSO 1B'O.C.(TYP) ��N1/B'HOO1/B'HOOD ANCIE 510E RAILJ1/4'0 SELF-TAPtJ III I lL� O18•O.C.(TYP) L75.7 G� 1/a'0 TAPCON O 18'O.C.(TYP.) GEAR OR.TUBULAR MOTOR W _ STEEL OR ALUM.TUBE 6 MM CAP "�o 70MM UP TO 120 SF OR IBO' 70MM I..� I ODMV OVER 120 SF OR 160• T0M11 J CUSTOM HOOD WALL ATTACHMENT CUSTOM HOOD CEILING ATTACHMENT BEARING PLATE OR jICx3/4 TEKS DI 6 END-RETENTION&NON-RETFNTION INSTALUITION•N.T.S. ENORETENTION&NON-RETENTION INSTALLATION-N.T.S. IDLER SUPPORT C g i �/ i 01 O ` STD.OR AD.1.PIVOT CJ 33 •C �bb � F CAST SIDE CAP 6'TO 14• 23 ROLL FORM.030 TO.050 ALUM.HOOD 3n �.i G FROM SCE y�. #10.3/4'TEKS 2�C.,q a�� L�y 4. p•,1 SIDE RML-4W t E a�G1� END CAP COMPONENTS AND ASSEMBLY y o':i -�,� �•1 FNORETENTION 8NON-RETENTION INSTALLATION-N.T.S. �7�• ��� �� ALUMINUM HOOD COVER AA p END-RETENTION&KON-RETENTION INSTALLATION-N.T.S. ,Aff TII111\1 2.965' 0.312* 0 312• �I 1.060• 510+2 1/2'SMS OR LONGER __ 1SS 316 FH .]64' -- ACETAL ENO CONNECTOR 0.085' r 0.159' 1 p 58 MM SLAT 0.062' � O 0.316•� T 0.800' �2.130' �•� 0'068• 0.057' ^ 0.079'- I O 0.725 1.051• 0.]54"' fes" 0.188" 0.512' O 0.057' =0' -[ 0.159'-[ 0.252' O.O9'1.150' 0.100' 0.775''10.434 1 6063-T6 ALUMINUM 3"SIDE RAIL y mpp8X. '-[• 3'NON-RETENTION TRACK.SCALE 1:1 T ry �u¢z 0.100' 0.188' 4.000• SIDE RAIL 3.245' 2.564' -+-.-_ _ 1.281' 6063-T6 ALUMINUM 3 1/4"SIDE RAIL 0.23 1 • 31/4•END-RETENTION OPEN FACE TRACK-SCALE 1:1 O 0.100' 0.125' 0350'-A-I h- _T W•��. 3.245' 0.070' 0.125' 1.237" 0.775' N 0.725' -10.434' END CONNECTOR DETAIL f 7 Q 0.100' 0'187• 0.125' END-RETENTION INSfAlU730N-N.T.S. Z --I' NYLON 6 END CONNECTOR Z= 0.100' 0.125' 0.231' S10x I•SMS 55 316 FH d -�-( �-0.120- OR LONGER aa-a Z l.lso 0.070' o.77s 6063-T6 ALUMINUM 4"SIDE RAIL ... 0.100' 0.125' ���...------ 4'NON-RETENTION TRACK-SCALE 1:1 O 58 VV.SLAT O 0.434' 0.100' IQ. O -F 2.697' --- O O W } 0.375 0.100' 0.188" J --_ 0.400' 0.160' ' 6063-T6 ALUMINUM 3 1/4"SIDE RAIL ® ® 0.660' J A" 3 1/4'END-RETENTION STANDARD TRACK-SCALE 1:1 a -70.410' 2.288' •-' 1.608' -...-_ - I I "pI 1.608' SLAT LOCK END CONNECTOR 1 w yya ' ' 10 END-RETE NNISTALLATION-SCALE I:1 0.125 SIDE RAIL 2.399' 2.697' 0.562 2 ` \O`\\\•\•'t ,LLg •'I.J__ 0.191 ' �Nad0.203' 6.063-T6 ALUMINUM 58MM SLAT I =':u y Q END-RETENTION&NON-RETENTION SLAT-SCALE I:I 1.608• i O'. n§ 1 4 '62 NOTES: MODULES OF ELASTICITY E= 10.000 KSI i 7'• nh lti,•'�y`: MOMENT OF INERTIA I..046 IN_4/Fr %fid.'•. SECTIONAL AREA A= 1.713 IN-2/FT SLAT END CONNECTOR '�. '� ivy SLACK(SUP) Sleet-.253.04 IN NONREfENT10NIN5TALlAT10N 5CJItE1:1 SLAT LOCK END CONNECTOR END CONNECTOR DDETAIs ��� 1111111%•K \\N END-RETENTION INSTALLATION-SCALE 1:1 Lill. ANGLE BUILD-INS(TYP) 4',3.OR 2'BUILD-INS(TYP) 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) (TYPICAL ATTACHMENT OR (SEE BUILD-INS TABLES ON ALTERNATE ATTACHMENT) END MULLION END MULLION SHEETS 14 TO 17 FOR SPACING) END MULLION 1/ SCREW OR 5/16-216-2 4 SCREW(TYP) � (SEE 3/8'ANGLES TABLES ON SHEET 17 FOR SPACING) NOTE: NOTE: END MUWON END MULLION 1/4-14 SCREW,OR ,. INSTALLATIONS SHALL INSTALLATIONS SHALL NOTE: �� 5/16-24 SCREW(TYP) HAVE A FLORIDA HAVE A FLORIDA END MUlUON (SEE TRACK MOUNT TABLES U PRODUCT APPROVAL PRODUCT APPROVAL INSTALLATIONS SHALL ON SHEET 11 FOR SPACING) a� "c1 FOR THIS TYPE OF FOR THIS TYPE OF HAVE A FLORIDA E Y SHUTTER SYSTEM SHUTTER SYSTEM PRODUCT APPROVAL FOR THIS TYPE OF u SHUTIER SYSTEM a �§ y o � 4i�� 1/4-14 SCREW.OR 5/16-•24 SCREW(TYP) END-RETENTION TRACK SHOWN.OPEN FACE `d�' 1/4-14 SCREW OR AND NON-RE7ENT10N TRACKS SM11AR(TYP) ` 5/I6-24 SCREW(TYP) (SEE TRACK MOUNT TABLES END-RETENTION TRACK SHOWN,OPEN FACE u (SEE TRACK MOUNT TABLES "FND-RETENTION TRACK SH04'!N,OPEN FACE ON SHEET I1 FOR SPACING) AND NON-RETENRON TRACKS 51MILAR`1..) ON SHEET I I FOR SPACING) AND NON-RETENTION TRACKS SIMILAR(TYP) r. TYPICAL END MULLION(OPTION 5A) A MULLION W/BUILD-INS(OPTION 5B) WEND MULLION W/ANGLES(OPTION 50 END-RETENTION 6 NON-RETENTION-N.T.S ENPRETENTION 6 NON-RETENTION-N.T.S. ENPRETENTION 6 NON-RETENTWN•N.TS. Z O INTERMEDIATE MUWON INTERMEDIATE MULLION INTERMEDIATE MULLION h-•4n Q�N 1/4-14 SCREW.-OR 5/16-24 SCREW(TYP) ANGLE BUILD-INS(TYP) ZO W NOTE: NOTE: (SEE BUILD-INS TABLES ON NOTE: (TYPICAL ATTACHMENT) W Z INTERMEDIATE INTERMEDIATE SHEETS 14 TO 17 FOR SPACING) INTERMEDIATE m Z MULLION MULLION SHALL INSTALLATIONS SHALL INSTALLATION MULLION 1/4-14 SCREW,OR �c� INSTALATIONS IS SHPLL 5/I6-24 SCREW(TYP) HAVE A FLORIDA HAVE A FLORIDA HAVE A FLORIDA (SEE.7/8'ANGLES TABLES i4i Z= PRODUCT PPPROVAL _ PRODUCT APPROVAL PRODUCT APPROVAL ON SHEET 17 FOR SPACING) W J FOR THIS TYPE OF FOR THIS TYPE OF FOR THIS TYPE OF J SHUTTER SYSTEM SHUTTER SYSTEM SHUTTER SYSTEM O 1/4-I4 SCREW,OR 1/4-14 SCREW,OR �� 5/16--24 SCREW(TYP) 5/I6-24 SCREW(TYP 1.1.1 (SEE TRACK MOUNT TABLES (SEE TRACK MOUNT TABLES ON SHEET 11 FOR SPACING) ON SHEET 11 FOR SPACING) 4',3',OR 2'BUILD-NS(TYP) Li R a , ANGLE BUILD-INS(TYP) J (OPTIONAL ALTERNATE ga ATTACHMENT) ch d END-RETENTION TRACK SHOWN,OPEN FACE C I/4-14 SCREW,OR 5/I6-24 SCRel7(TYP) AND NON-RETENTION TRACKS SIMILAR(TYP) END-RETENTION TRACK SHOWN,OPEN FACE C �- � (SEE TRACK MOUNT TABLES AND NON-RETENTION TRACKS SIMILAR(TYP) W yak c ON SWEET 11 FOR SPACING) END--RETENTION TRACK SHOWN,OPEN FACE AND NON-RETENTION TRACKS SIMILAR(TYP) =yo;'' �.� to •,}�, TYPICAL INT.MULLION(OPTION 6A) (�(�INT..MULLION WL BUILD-INS OPTION 6T �/(� '.MULLION W/ANGLES OPTION_6C� _o END-RETENTION 6 NON-RETENTION-N.T.S \J END-RETENTION 6 KON-RETENTION•N.T.S. �J END-RETENTION&NON-RETENTION-N.T.S. 1:W ,� d'.. �S IAFFFTF 11111111\\Y\N � N 4:0 0 "€ SCREW. 5/16-26 SCREW(TYP) (SEE B @ ' (SEE BUILD-INS TABLES ON �d SHEETS 14 TO 17 FOR SPACING) CORNER MULLION ANGLE BUILD-RIS(TYP) (TYPICAL ATTACHMENT OR ALTERNATE ATTACHMENT) 4',3',OR 2'BUILD-INS(TYP) CORNER MULLION 1/4-14 SCREW OR 5/16-24 SCREW(TYP) (SEE 3/5'ANGLES TABLES ON Sksv� HEET 17 FOR SPACING) :THIS 1/4-14 SCREW,OR MULLION 5/16-24 SCREW(TYP) � ^ NS SHALL NOTE: NOTE: (SEE TRACK MOUNT TABLES R CORNER MULLION CORNER MUWON a` RIDA ON SHEET I1 FOR SPACING) INSTAIIATONS SHALL INSTALLATIONS SHALL PPROVAL PE OF HAVE A FLORIDA HAVE A FLORIDASTEM PRODUCT APPROVAL PRODUCT APPROVAL p .. SHLMER SYSTEMFOR THIS TYPE SHUTTER SYSTEM FOR THIS TYPE F x � Q I5_24 SCREVI,OR 1/4--14 SCREW,OR 5/16-24 SCREW(TYP) FACE 5/16-2t SCREW(TYP) (SEE TRACK MOUNT TABLES END-RETENTION TRACK SHOWN,OPEN FACE AND NON-REENTIONC TRACKS NSI 9UR(TYP) (SEE TRACK MOUNT TABLES ON SHEET 11 FOR SPACING) AND NON-RETENTION TRACKS SIMILAR(TYP) ON SHEET 11 FOR SPACING) END-REIENDON TRACK SHOWN,OPEN FACE ZO AND NON-RETENTION TRACKS SIMILAR(TYP) nTYPICAL CORNER MULLION(OPTION 7A) nCORNER MULLION W/BUILD-INS(OPTION 7B) D CORNER MULLION W/ANGLES(OPTION 7C) Z W TND-RETENTION&NON-RETENTION-N.T.S. END-RETENTION&NON-RETENTION•N.T.S. END-RETENTION&NON-RETENTION-N.T.S. t�,H�,E N ..Cwm 1 O W Z m SLAT PERFORMANCE • c"c" 4'NON-RETENTION TRACK A4-' J M1IAXIMUM DESIGN SLAT PERFORMANCE (STAGGERED) �'O PRESSURE OF A SINGLE 3•NON-RETENTION TRACK z UNIT SLAT WALL FOR ANY W HEIGHT ATTACHED AND MAXIMUM DESIGN .. FOR ANY CONFIGURATION PRESSURE OF A SINGLE 3 0 UNIT SLAT WALL FOR ANY .uJ.l SLAT SPAN PRESSURE HEIGHT ATTACHED AND (PSF) FOR ANY CONFIGURATICN o en z 72' 65 - 76' 58 SLAT SPAN PRESSURE i�- •� �- T 80' 52 (PSF) $ N�" VERTICAL BUILD-OUT C & 84' 48 72' 65 OR BUILD-IN •� 88' 43 76' 58 41 nb 92' 40 80' 52 a e 96' 36 84' 48 IL 1 p 100' 34 Ba' 40 r� v 7 104' 31 92' 35 ` �•.•"�' •. /O 108' 26 112' 25 J? �v 116' 22 NOTE:THC NON-REENTION STAGGERED SPACING DETAIL _o 4? �O ' 120' 2O SLAT SPANS OR DESCN OPTIONAL ATTACTNIENT INSTALLATION-N.T.S. Dim - W m :' °1 WIND LOAD SHALL N07 6 11T. EXCEED THE'SLAT gg 1� A CORNER MULLION ELEVATION NOTE;THE NON-RETENTION SLAT SPANS PERFORMANCE'TABLES FOR i O )Z a9}� T,T�C{`J ly Y CONFIGURATION. �/ n$` l e•�`� SINGLE OR MULTIPLE MULLION DESIGN WIND LOAD SHALL NOT NON 1NSTAl1AT10N5•N.T.S. EXCEED THE"SLAT PERFORMANCE' �b ••• .. TABLES FOR MY CONFIGURATION. ��/A7'�FTT T4c � N ,_ o gos g N N 2 N 2-3AV s� osm 2' 3' 2' EO EO tt , � .t Vi t i -O--O---=T SLAT LOCK(TYP) y It I POLYCARBONATE BUTT JOINT(TYP) II E Nos SLAT SPAN KF t , GROUPED VIEWPORT UNIT ELEVATION m v SINGLE OR MULTIPLE UNIT INSTALLATIONS-N.T.S. Z O • TYPICAL VIEWPORT WINDOW DETAIL !9 GROUPED CONFIGURATION SHOWN ALTERNATING SIMILAR-N.T.S. W N Q E N SOW 0.085' W Z IgA% g VIENPORT SLAT PERFORMANCE POLYCARBONATE WINDOW 10'MIN,48'MAX.LENGTH 2-3 ENO-RETENTION TRACKS ONLY O N MAXIMUM DESIGN PRESSURE OF A N07ES: TENSILE YIELD STRENGTH ASTM DE38 9500 SINGLE UNIT SLAT WALL FOR ANY FLEXURAL STRENGTH AT YIELD ASTM D790 13.400 PSIPSI. 4..J HEIGHT ATTACHED WTH 1'X3' FLEXURAL MODULUS ASTM D790 345.000 PSI J N — -_——-—--- -- NOTCHED IIOD ASTM D'56635 17 I CLASS IN ocemm O POLYCARSONATE VIEWPORT 1.438• SMOKE DENSITY ASTM D28a3 64.5%MAX C= WNDOM FOR ANY RATE IG BURNING ASTM D192 c-1 0'F W SELF IGNITION ASTM D1929 980•F CONFIGURATION TENSILE STRENGTH AFTER V ASTM D-38 8.840 PS WEATHERING .. TENSILE STRENGTH BEFORE WEATHERIERI NG ASTM D-738 8,880 PSI pT SLAT SPAN PRESSURE SPECIFIC GRAVITY ASTM D792 0.093 WIN, LJ :{ a Naz 7,z - (PSF) J e a L-' N> ----- ——--- _ - 120• 100 pg 126' 99 WCCA _ 132• e7 _POLYCARBONATE VIEWPORT WINDOW 136- 94 SABIC INNOVATIVE PI/STICLEXAN 103 RESIN-SCALE L:L inz ----•--_---_.--- ::.-_._...-.--.:_...---.'.._ 144' 91 •� H cN --_— 150' 86 {yag o 156- 81 162' 77 0.375' 1.000' 0.899'168, 73 _t ----'---SLAT LOCK(nP) 174' 69 CUTOUT o.a1n' WINDO+ SLAT SPAN 180' 66 0.125' ;Ot1 .•"uM �'•., �yy� 186- 63 .�..-. 1 =5,• ':GA:_ ALTERNATING VIEWPORT UNIT ELEVATION ts2 sD o.ssz —1 _ozry � I� " SNGLE OR MULTIPLE UNITINSTALLATIONS-N.TS. 196' 68 z S 204' 55 ' 0.203• o.,9"s p•'..)z OY 2.698' NOTE: FOR ATTACHMENT DETAILS SEE SIIEETS 2 THRO 7 NOTE:THE VIEWPORT SLAT SPANS OR DESIGN WIND ��i b•� LOADS SHALL NOT EXCEED THE'VIEWPORT SLAT 6063-T6 ALUMINUM 58MM SLAT T7a,71j I Ill"," 4CV PERFORMANCE"TABLES FOR ANY CONFIGURATION. END-RETENTION VIEWPORT SUIT-SCALE I:I •.- CV 470 0 LOADS ON EXISTING STRUCTURE FROM SHUTTER SYSTEM END-RETENTION TRACKS NON-RETENTION TRACKS Tx-PARALLEL LOADS(PLF) MINIMUM SEPARATION TO GLASS(INCHES)REQUIRED FOR MINIMUM SEPARATION TO GLASS(INCHES)REQUIRED FOR SLAT PRESSURE(PS INSTALLATION IN WIND ZONE 4 OR ESSENTIAL FACILITIES INSTALLATION IN W ND ZONE 4 OR ESSENTIAL FACILITIES SPAN 140 130 120 110 100 90 80 70 60 50 40 30 SLAT PRESSURE(PSF) SLAT PRESSURE(PGF)^ 36' 210 195 180 165 150 135 120 105 90 75 60 45 SPAN 140 130 120 110 100 90 80 70 fi0 50 40 30 SPAN 65 60 55 50 45 40 35 30 25 20 48' 280 260 240 220 200 180 160 140 120 100 80 60 36' 23 22 20 20 2.0 20 2.0 20 2.0 2.0 2.0 2.0 56' 20 20 2.0 20 20 20 2.0 20 2.0 2.0 60' 798 652 513 367 250 225 200 115 150 125 100 75 48' 3.9 3.7 3.4 3.1 2.9 26 2.3 2.1 '2.0 2.0 20 2.0 60' 22 2.1 2.0 2.0 20 20 2.0 20 2.0 2.0 72' 1780 1595 1410 1225 1040 854' 668 482 296 150 120 90 60' 4.8 4.7 4.6 4.5 4.4 4.2 4.1 3.8 3.3 28 23 20 64' 2.9 2.7 2.4 2.2 2.0 2.0 2.0 2.0 2.0 2.0 84' 2659 2427 2194 1970 1736 1502 1276 1042 806 571 334 105 72' 5.4 5.2 5.1 5.0 4.8 4.7 4.6 4.5 4.3 '4.2 4.1 3.1 68' 3.7 3.4 3.1 2.8 25 2.3 2.0 2.0 2.0 2.0 a 96' 3483 3211 2938 2664 2382 2107 1823 1539 1262 976 669 401 84' 5.9 5.8 5.6 5Z 5.3 5.2 5.0 4.9 4.8 4.6 4.5 4.3 72' 4.6 4.3 3.9 3.6 3.2 2.8 2.5 2.7 2.0 2.0 108' 4296 3975 3654. 3331 3007 2675 2349 2014 1686 1348 1009 610 96' 6.5 6.3 6.1 6.0 5.8 5.7 5.5 5.4 5.2 5.0 4.9 4.7 76' 5.3 4.9 4.4 4.0 3.5 3.1 26 2.2 2.0 m a 720' 5096 4727 4365 3993 3619 3236 2860 2413 2085 1696 1304 917 108' 7.1 6.9 6.7 6.6 6.4 6.2 6.0 5.8 5.6 5.5 5.3 5.1 80' 6.0 5.4 4.9 4.3 3.8 3.3 27 2.2 a 732' 5893 5-076 5065 4644 4221 3795 3368 2930 2490 2048 1594 1147 120' 7.8 7.6 7.4 7.2 7.0 6.8 6.5 6.3 8.1 5.9 5.7 5.5 84' 6.6 5.9 5.3 4.6 6.0 3.3 132' 8.6 8.3 8.1 7.9 7.6 7.4 7.1 6.9 6.6 6.4 6.1 5.9 88' 7.1 6.3 5.6 4.8 4.0 144' 5763 5293 4821 4345 3867 3377 2865 2389 1882 1372 144• 8.9 8.6 8.4 8.1 7.8 7S 7.2 6.9 6.6 6.3 92' 7.6 6.6 5.7 4.7 3.8 E 156' 5941 5427 4902 4365 3632 3279 2730 2169 1595 156' 9.5 9.2 8.8 8.5 82 7.8 7.4 7.1 6.7 96' - 7,9 6.7 5.6 4.5 16W 6025 5450 4871 4279 3581 3071 2447 1817 168' 10.1 9.7 9.3 8.9 B.5 8.1 7.6 7.2 100' 7.9 6.6 5.3 180' - - 5997 5368 4725 4076 3412 2133 2039 180• 10.7 10.2 9.7 9.2 B. 8.2 7.7 104' 9.3 7.7 6.2 192' 5864 5171 4470 3753 3012 2261 197 11.3 10.7 10.1 9.5 8.9 8.2 108' 9.0 7.2 204' 50'23 4864 4094 3299 2484 204• - - 11.8 11.0 10.3 9.6 8.9 112' 10.4 8.3 g 216' - - 6067 5257 4435 3586 2707 216' 121 11.3 10.4 9.5 116' 228• 5649 4776 3865 2938 228' 13.3 12.3 11.3 10.2 120' - - 11.0 Z Lu 240' - 6040 5108 4152 3162 240' 14.7 13.5 123 11.0 H�h 252' 5447 4438 3385 252• 14.8 13.3 11.9 4 h 25q• - - 5786 4717 3609 264' - - 161 14.5 12.9 z= 27g• 5002 3833 276' 75.9 73.9 W Z w C'= LOADS ON EXISTING STRUCTURE FROM SHUTTER SYSTEM m ii Z� Tr=PERPENDICULAR LOADS(PLF) Lu ��J-a SLAT PRESSURE(PSF) dd SPAN 140 130 120 110 100 90 80 1 70 60 50 40 30 z K 36' 212 197 182 167 152 137 122 107 92 77 62 47 w 4B' 282 262 242 1 222 202 182 162 142 122 102 82 62 .te 60' 351 326 301 276 251 226 201 176 151 126 101 76 J 3 $ 72' 421 391 361 331 301 271 241 211 181 150 121 91 Convoe 8 FOed Holbw Ch1U IbOd J 84' 491 456 420 386 350 315 281 246 211 176 140 106 ANCHOR Min.Edge Mat Errb.Min.Edge Min EmS.Min.Edge hie Eub. O1 0_ 90 560 520 481 441 400 361 320 280 241 201 161 121 1/4'ULTRACON HFH 2' 2' 2' 1114' 2' 2' C 108' 1 631 585 541 496 451 405 361 315 271 226 181 136 5116'ULTRACON HFH 3 12' 2' 312' 1114' 2' 2' •p`t '^ 120' 701 1 650 601 551 501 450 401 350 300 250 200 151 318'CONFLEX 3314' 31/2' - - - C 132' 771 715 661 606 550 496 441 386 331 276 220 166 1/4'-20 SIDEWLLK BOLT W PANELMATE INSERT 312' 13/4' 3112' 1114' 2' 2' 144' 721 660 600 540 481 420 360 301 240 180 114'PANELMATE PRO,PLUS,FEMALE,6 TVA$ 212' 2' 212' 1114* 2' 2' •C nb 156' 715 651 586 520 456 390 326 261 195 318•SIDEWALK BOLT W POWERS DROPIN 312 1 12 4' 1 114 Lu a e 168' - 701 631 561 491 421 351 280 210 :1 N 180' 675 601 525 451 376 301 225 792' - 640 560 480 401 320 240 204• 596 510 426 340 255 :O�•'• 216' 631 540 451 361 270 22g• 570 476 380 286 _c q 240• - 600 500 400 301 252' 525 421 316 d u ' of 8 264' 551 440 330 ppy 276' 461 345 i'7�•.• rad lam ` uuiuiL1`t�tt��`N � o TRACKMOUNT TRACKMOUNT TRACK MOUNT END-RETENTION TRACKS END-RETENTION TRACKS END-RETENTION TRACKS ^ MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE WALL FOR ANY HEIGHT ATTACHEDWITH WALL FOR ANY HEIGHT ATTACHED WITH OF A SINGLE UNIT SLAT 5116'ELCO ULTRACON HFH @ 6'O.C. '5116'HFH ELCO ULTRACON @ 4.O.C. WALL FOR ANY HEIGHT � `9 CONC.B HOLLOW CONC. ATTACHED WITH TIMBER SLAT SPAN TIMBER 318'B HOLLOW ELCO CONLEX@8.O.C. Fm FILLED CMU CMU FILLED CMU CMU SLAT SPAN PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE CONC.B (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) FILLED CMU tulip SLAT SPAN 54' 140 140 140 84' 140 77 92 PRESSURE 51' 140 126 140 90' 140 68 81 (PSF) 60' 140 113 138 96' 130 61 72 96' 140 Y r 66' 140 92 111 102' 119 55 65 102' 129 72' 140 77 93 108' 109 1 50 59 108' 119 78' 126 65 78 114' 101 46 54 114' 110 O 84' 112 57 68 120' 94 43 50 120' 102 90' 100 50 59 1 126' 87 40 46 1 126' 95 96' 90 44 53 132' 82 37 43 132' 89 LLJ 102' 82 40 47 138' 77 35 40 138' 84 Q 9=N 108' 75 36 42 144' 72 32 38 144' 79 Er-1, 114' 69 33 39 150' 68 30 35 150' 75 L.Z 120' 64 30 35 156' 65 29 33 f56; 71 � Z= 126' 59 28 32 162' 61 27 31 162' 67 mg—co-a 132' 55 26 30 168' 58 26 30 168' 64 LsJ 13W 52 24 28 174' 55 25 28 174' 61 w J J 144' 49 23 26 180' 53 23 27 1 160' 58 o 150' 46 21 24 186' 51 22 26 186' 56 z 156' 43 20 23 192' 48 21 24 192' 53 W 162' 41 19 22 198' 46 20 23 198' 51 168' 39 18 20 204' 45 20 22 204' 49 Li 174' 37 17 19 210' 43 19 21 210' 47 J 180' 35 16 18 216' 41 18 21 216' 46 C 186' 34 15 17 222' 40 18 20 222' 44 $ z 192' 32 15 17 228' 38 17 19 228' 42 •CI z€ 198' 31 14 16 234' 37 16 18 234' 41 C 204' 30 13 15 240' 36 16 18 240' 40 •C �x 210' 29 13 15 246' 35 15 17 246' 38 216' 27 12 14 252' 34 15 17 252 37 222' 26 12 13 258' 33 14 16 258' 36 N`TT 228' 26 12 13 264' 32 14 15 264' 35 234' 25 11 12 270' 31 13 15 270' 34 - 240' 24 11 12 276' 30 13 15 276' 33 '=yz - 1919tt NOTE:THE NON-RETENTION SLAT AND VIEIYPORT SLAT SPATS OR DESIGN WAG LOADS SHALL NOT �d'•/ �ol �(�I'K¢ EXCEED THE'SLAT PERFORMANCE'TABLES ON SHEETS 7 AND 6 FOR ANY CONFIGURATION. A��; '''''b�T 1111 ikf 1Q��V N O 0 TRACK MOUNT TRACK MOUNT 4'BUILD-OUTS 4'BUILD-OUTS W BUILD-OUTS END-RETENTION&NON-RETENTION TRACKS END-RETENTION&NON-RETENTION TRACKS END-RETENTION&NON-RETENTION TRACKS END-RETENTION&NON-RETENTION TRACKS END-RETENTION It NON. RETENTION TRACKS MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF ASINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED WITH OFASINGLE UNIT SLAT 114'-14 ELCO DRIL-FLEX 5116'-24 ELCO DRIL-FLEX 5116'ELCO ULTRACON HFH @ 6'O.C. 5116'HFH ELCO ULTRACON @ 4.O.C. o WALL FOR ANY HEIGHT ME Ig @6-D.C. @6'O.C. @4.O.C. @4.O.C. @8.O.C. @6.O.C. @4'O.C. CONC.& HOLLOW TIMBER CONIC.& HOLLOW TIMBER ATTACHED WITH $ � 118'AUST 114'Al/ST 118'AUST 114' SLAT SPAN ALIST 114'RUST 114'AUST 114'ALIST SLAT SPAN FILLED CMU CMU FILLED CMU CMU 318'ELCO CONFLEX @ 8-D.C. SLAT SPAN SLAT SPAN PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE CONC.& (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) SLAT SPAN FILLED CMU y 84' 80 123 114 140 84' 105 135 140 57' 140 129 140 60' 140 128 140 PRESSURE 90' 72 111 103 140 90' 94 121 140 60' 140 111 130 64' 140 107 132 (PSF) 96' 65 10D 94 140 96' 85 109 140 63' 140 96 114 68' 140 90 114 72' 140 8 � 102' 60 91 86 132 102' 77 100 140 66' 130 84 100 72' 140 78 99 76' 132 108' 55 83 79 122 108' 71 92 135 69' 117 1 74 88 76' 125 68 86 80' 119 g, 114' 51 77 73 113 114' 65 95 125 72' 105 1 66 79 80' 112 59 76 84' 107 3 120' 47 71 68 105 120' 60 79 116 75' 95 58 71 84' 102 52 68 88' 98 126' 44 66 64 98 126' 56 73 109 78' 87 52 64 88' 92 47 62 92' 90 Z 132' 41 62 60 91 132' 52 68 102 81' 80 47 58 92' 84 42 56 96' 83 O 138' 38 58 56 86 138' 49 64 96 84' 74 43 53 M. 78 38 51 100' 76 P 144' 36 54 53 81 144' 46 61 90 87' 68 39 48 100' 72 34 47 104' 71 y 150' 34 51 50 76 150' 43 57 85 90' 63 36 45 104' 67 31 43 108' 66 Q y 156' 32 49 48 72 156' 41 54 81 93' 59 33 41 108' 62 29 40 112' 62 z 4r 162' 31 46 45 1 69 162' 39 51 77 95' 55 30 38 112' 58 27 37 116' 58 168' 29 '44 43 65 168' 37 49 73 99' 51 28 36 116' 54 25 34 120' 55 CO 174' 28 42 41 62 174' 35 46 70 102' 48 26 33 12D' 51 23 32 124' 52 p h 180' 27 40 40 59 180' 33 44 67 105' 46 24 31 1 124' 48 21 30 128' 49 186' 26 38 38 57 186' 32 42 1 64 108' 43 22 29 128' 46 20 28 132' 46 F� 192' 24 36 36 54 192' 31 41 61 111' 41 21 28 132' 43 19 27 136' 44 O 198' 23 35 35 52 198' 29 39 59 114' 39 20 26 136' 41 18 25 140' 42 p Ice- 204" 23 33 34 50 204' 28 37 56 117' 37 19 25 140' 39 17 24 144' 40 a W 210' 22 32 32 48 210' 27 36 54 120' 35 18 23 144' 37 16 23 148' 38 t .. 216' 21 31 31 46 216' 26 35 52 123' 34 17 22 148' 35 15 22 152' 38 u 222' 20 30 30 45 222' 25 33 50 126' 32 16 21 152' 34 14 21 156' 35 J _ 228' 19 29 29 43 228' 24 32 49 1 129' 31 15 20 156' 33 14 20 160' 33 234' 19 28 28 42 234' 23 31 47 132' 29 14 1 19 160' 31 13 19 164' 32 C z 240' 18 27 27 40 240' 22 1 30 46 135' 28 14 18 164' 30 12 18 168' 31 .0 39 246' 18 26 26 245' 22 29 44 138' 27 13 17 168' 29 12 17 172' 30 01 252' 17 25 26 38 252' 21 28 43 141' 26 12 17 172' 28 11 17 116' 29 'cn 258' 17 24 25 37 258' 20 27 41 144' 25 12 16 176' 27 11 16 180' 28 c LSy� 264' 16 23 24 36 264' 20 26 40 147' 24 11 15 180' 26 10 15 184' 27 W �� o N 210' 16 23 23 34 270' 19 26 39 150' 23 11 15 184' 25 10 15 188' 26 �s 276' 15 22 23 34 276' 19 25 1 38 153' 22 10 14 18B' 24 10 14 192' 25 p:a3 �_•W �. •u NOME THE NON-RETENTION SIAM AND SLAT SPANS OR DESIGN SNAN1� EXCEED THE SIAM PERFORMANCE" TABLES AABLESLES AN ON SHEETS 7 AND 8 FOR ANY CONFIGURATION.. � o 4'BUILD-OUTS 4'BUILD-OUTS 4'BUILD-OUTS W BUILD-OUTS 3'BUILD-OUTS END-RETENTION&NIX4- END-RETENTION&NOW END-RETENTION&NON-RETENTION TRACKS END-RETENTION&NON-RETENTION TRACKS END-RETENTION&NON-RETENTION TRACKS RETENTION TRACKS . RETENTION TRACKS MAXIMUM DESIGN PRESSURE OF ASINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT \ MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED NTH µ OF A SINGLE UNIT SLAT OF A SINGLE UNIT SLAT 114'-14 ELCO DRIL-FLEX 5116-24 ELCO DRIL-FLEX 5116'ELCO ULTRACON HFH @ 6.O.C. a�E 34T WALL FOR ANY HEIGHT WALL FOR ANY HEIGHT gR ATTACHED NTH ATTACHED WITH @ 6.O.C. @ 6.O.C. @ 4.O.C. @ 4'O.C. @ 8.O.C. @ 6.O.C. @ 4.O.C. CONIC.& HOLLOW TIMBER 318'ELCOCONFLEX @ 6'O.C. 318'ELCO CONFLEX @ 4'O.C. 118'AUST 114'AUST 1/8'AUST 114-AL/ST1140 AUST 114'AUST 1/4'AUST FILLED CMU CMU SLAT SPAN SLAT SPAN SLAT SPAN S '# CONIC.& CONC.& PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE m�` FILLED CMU FILLED CMU (PSF) (PSF) (PSF) PSF (PSF) (PSF) (PSF) (PSF) PSF) (PSF) a SLAT SPAN SLAT SPAN PRESSURE PRESSURE 56' 140 140 140 140 68' 95 131 140 57' 140 129 140 (PSF) (PSF) 60' 120 140 140 140 72' 95 114 140 60' 140 95 126 10 EEE 96' 109 108' 138 64' 100 140 119 140 76' 83 101 139 63' 137 95 110 100' 101 112' 130 68' 84 123 102 140 80' 74 90 125 66' 122 83 96 r 104• 94 116' 122 72' 72 107 88 140 84' 66 81 114 69' 110 73 85 108' 88 12W 116 76' 62 94 T7 129 88' 59 73 103 72' 99 65 76 112' 83 124' 110 80' 54 84 68 115 92' 53 67 95 75' 90 58 68 116' 78 128' 104 84' 48 75 60 104 96' 49 61 87 78' 82 51 61 O 120' 74 132' 99 B8' 43 54 95 100' 44 56 81 81' 75 46 56 LUI. . 124' 70 136' 95 38 2 49 104' 41 52 75 84' 69 42 51 F- 128' 66 140' 9096', 34 56 44 180: 108' 38 48 70 BT 63 38 47 Q N 132' 63 144' 87 31 41 112' 35 45 66 90' 59 35 43 H Z Er 136' 60 148' 83 104' 28 37 68 116' 33 42 62 93' 55 32 40 W a w 140' 57 152' 79 '108'- 26 .44• 34 :64 120' 31 39 58 96' 51 29 31 m Z o 144' 54 156' 76. 24 32 124' 29 37 55 99' 48 27 34 O N 148' 52 160' 73 116' 22 38 30 56 128' 27 35 52 102' 45 25 1 32LAJ 152' 50 164' 70 120' 20 36 28 53 132' 25 33 49 105' 42 23 1 30 156' 48 168' 68124' 19 34 26 50 136' 24 31 - 47 108' 40 22 28 160' 46 172' 65 128' 18 32 24 47 140' 23 30 45 111' 38 21 26 Z 164' 44 178' 63 132' 17 30 23 45 144' 22 28 42 114' 36 19 25 W 168' 42 180' 61 136. 16 29 22 42 148' 21 27 41 117' 34 18 24 172' 41 184' 59 140' 15 27 20 40 152' 20 26 39 120' 33 17 22 y o 176' 39 188' 57 144' 14 26 19 38 156' 19 25 37 123' 31 16 21 J 180' 38 192' 55 148' 13 25 18 37 160' 18 24 36 126' 30 15 20 184' 37 196' 54 152' 13 1 23 18 35 164' 17 23 34 129' 28 14 19 C z 168' 35 200' 52 156' 12 22 17 34 168' W 22 33 132' 27 1 14 18 0`1 192' 34 204' 51 160' 11 21 16 32 172' 16 21 32 135' 26 13 17 C 196' 33 208' 49 164' 11 21 15 31 176' 15 20 31 138' 25 13 17 'pts 200' 32 212' 48 168' 10 20 15 30 180' 14 19 30 141' 24 12 16 IL 2D4' 31 216' 46 172' 10 19 14 29 184' 14 19 29 144' 23 11 15 N 130 222' 45 176' 10 18 14 28 189' 13 18 27 147' 22 11 15216' 29 228' 43 180' 9 18 13 27 196' 13 17 20 150' 22 10 14 % d 222' 28 237' 40 184' 9 17 13 26 204' 12 16 24 153' 21 10 14 `y0�,.• � T{yyf �u B NOTE.:THE NON-RETENTION SLAT AND VIEWPORT SLAT SPANS OR DESIGN WIND LOADS SHALL NOT EXCEED THE SLAT PERFORVANCETABLES ON SHEETS 7 AND 8 FOR ANY CONFIGURATION. '7j7j7T'I.'WJj%%%LV � N N � 3*BUILD-OUTS 3'BUILD-OUTS 3'BUILD-OUTS 3'BUILD-OUTS 3'SUILO-OUTS WBUILD-OUTS END-RETENTION 8 NON-RETENTION TRACKS END-RETENTION&NON- END-RETENTION&NOW END-RETENTION&NOW END-RETENTION&NON-RETENTION TRACKS END-RETENTION&NON-RETENTION TRACKS RETENTION TRACKS RETENTION TRACKS RETENTION TRACKS MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE PRESSURE MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MNfIMUM DESIGN WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED W4TH WALL FOR ANY HEIGHT ATTACHED WITH OF A SINGLE UNIT SLAT OF A SINGLE UNIT SLAT OF A SINGLE UNIT SLAT 5116'HFH ELCO ULTRACON @ 4'O.C. 1/4'-14 ELCO DRIL-FLEX 5116'•24 ELCO DRIL-FLEX F5 WALL FOR ANY HEIGHT WALL FOR ANY HEIGHT WALL FOR ANY HEIGHT CONC.& HOLLOW ATTACHED WITH ATTACHED WITH ATTACHED WITH @ 6'O.C. @ 6'O.C. @ 4'O.C. @ 4'O.C. @ 8'O.C, @ 6'O.C. @ 4'O.C. 8 � TIMBER FILLED CMU CMU 3B'ELCO CONFLEX @ 8'O.C. 318'ELCO CONFLEX @ 6'O.C. 318'ELCO CONFLE%@ 4.O.C. 118'AUST 1!4'ALIST 118'ALIST 1l4'AL/ST 114'AL/ST 114'ALIST 1/4'ALIST a m yI&a SLAT SPAN SLAT SPAN SLAT SPAN PRESSURE PRESSURE PRESSURE CONC.B CONC.B CONC.B PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE (PSF) (PSF) (PSF) SLAT SPAN SLAT SPAN FILLED CMU FILLED CMU SLAT SPAN FILLED CMU (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) p S 60' 140 115 140 PRESSURE PRESSURE PRESSURE 56' 140 140 140 140 68' -104 122 140 a 64' 140 104 125 (PSF) (PSF) (PSF) 60' 118 140 136 140 72' 90 107 140 68' 140 88 107 72' 135 84' 124 96' 140 64' 98 134 114 140 76' 79 94 126 �'6•i 72' 129 75 93 76' 120 88' 113 100' 133 68' 82 115 98 140 80' 70 83 113 76' 114 65 82 80' 107 92' 104 104' 124 72' 70 100 84 131 84' 62 75 102 80' 102 57 72 84' 97 96' 96 108' 117 76' 61 88 73 117 88' 56 68 93 84' 92 50 64 88' 88 100' 89 112' 110 80' 53 79 64 105 92' S0 62 85 88' 84 45 58 92' 81 104' 83 116' r8a 104 84' 47 70 57 95 95' 46 56 78 92' 76 40 52 96' 74 108' 78 120' 98 88' 41 63 51 86 100' 42 52 72 p 96' 70 36 48 100' 69 112' 73 124' 93 92' 37 58 46 79 104' 38 48 67 Z.�. 100' 65 33 44 104' 64 116' 69 128' 88 96' 33 52 42 72 108' 35 44 63 H N 104' 60 30 40 108' 59 120' 65 132' 84 100' 30 48 39 67 112' 33 41 59 C 9 108' 56 28 37 112' 56 124' 61 136' 104' 27 44 35 62 116' 31 39 55 =Z112' 52 25 34 116' 52 128' 58 140' 76 108' 25 41 33 58 120' 29 36 52 �Zlal 116' 49 23 32 120' 49 132' 55 144' 73 112' 23 38 30 64 124' 27 34 49 co- 120' — 120' 46 22 30 124' 46 136' 52 148' 70 116' 21 36 28 50 128' 25 32 46 m 0 S 124' 44 20 28 128' M34 140' S0 152' 67 120' 20 33 26 47 132' 24 30 44 m H a 128' 41 19 26 132' 144' 48 156, 64 124' 18 31 24 45 136' 22 29 42 ara Lu 132' 39 18 25 136' 148' 45 160' 62 128' 17 29 23 42 14D' 21 27 40 J 136' 37 17 23 140' 152' 43 164' 60 132' 16 28 21 40 144' 20 26 38 Q' 140' 35 16 22 144' 156' 42 168' 57 136' 15 26 20 38 148' 19 25 36 0 Z 144' 34 15 21 148' 160' 40 172' 55 140' 14 25 19 36 152' 18 24 35 L" 148' 32 14 20 152' 164' 38 176' 53 144' 13 24 18 34 155' 17 22 33 +� 152' 31 13 19 156' 168' 37 180' 52 148' 13 23 17 33 160' 17 22 32 J 3 156' 29 13 18 160' 172' 36 184' 50 152' 12 22 16 31 164' 16 21 31 J �- 160' 28 72 17 164' 29 176' 34 106' 48 156' 11 21 16 30 168' 15 20 29 O1 164' 27 12 17 1 168' 28 160' 33 192' 47 160' 11 20 15 29 172' 15 19 28 C g 168' 26 11 16 172' 26 184' 32 196, 45 164' 10 19 14 28 176' 14 18 27 •N 172' 25 11 15 176' 26 188' 31 200' 44 168' 10 18 14 27 180' 14 18 26 Cp 176' 24 10 15 180' 25 192' 30 204' 43 172' 10 17 13 26 184' 13 17 25 'p1 Is z F3 180' 23 10 14 184' 24 198' 19 216' 39 176' 9 17 13 25 189' 13 16 24 184' 22 9 14 188' 23204' 27 228' 36 180' 9 16 12 24 196' 12 15 23 j 188' 22 9 13 192' 22 210' 25 231' 34 184' 8 16 12 23 204' 11 14 22 EE `,117 �%% ii =y°� FALL NOTE:THE NON-RETENTION SLAT AND*TAB ES SLAT SPANS OR DESIGN 1'ANO LOADS SHALL N. EXCEED THE"SLAT PERFORMANCE*TABLES ON SHEETS 7 AND 6 FOR ANY CONFIGURATION. �C.':)Y v>s� �\.••y . tL7�o�N 4'BUILD-INS 4'BUILD-INS 4'BUILD-INS 4'BUILD-INS 4'BUILD-INS 4'BUILD-INS END-RETENTION&NON-RETENTION TRACKS END-RETENTION&NOWRETENTION TRACKS END-RETENTION 8 NON. END-RETENTION 8 NOW ENO-RETENTION&NON- END-RETENTION&NON-RETENTION TRACKS MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT RETENTION TRACKS RETENTION TRACKS RETENTION TRACKS MA%IMUh1 DESIGN PRESSURE OF ASINGLE UNIT SLAT WALL FOR ANY HEIGHT ATTACH ED WTH WALL FOR ANY HEIGHT ATTACHED WTH MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE WALL FOR ANY HEIGHT ATTACHED WITH 5116'ELCO ULTRACON HFH @ 6'O.C. 6116'HFH ELCO ULTRACON @4'O.C. OF ASINGLE UNIT SLAT OF A SINGLE UNIT SLAT OF A SINGLE UNIT SLAT 1!4'•14 ELCO DRIL•FLEX. WALL FOR ANY HEIGHT WALL FOR ANY HEIGHT WALL FOR ANY HEIGHT CON HOLLOW TIMBER CONC.& HOLLOW TIMBER ATTACHED WTH ATTACHED WITH ATTACHED WITH @6'O.C. @6'0.C. 94'D.C. @4'O.C. o � FILLED CMU CMU FILLED CMU CMU 318'ELGO CONFLEX @8'D..C. 318'ELCO CONFLEX@6'O.C. 3/8'ELCO CONFLEX@4'D.C. 1!B'ALIST 1/4'ALIST le ALIST 114'ALIST i SLAT SPAN SLAT SPAN SLAT SPAN m ' PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE CONC.& CONC.& CONC.& PRESSURE PRESSURE PRESSURE PRESSURE X! ;� (PSP) (PSP) (PSF) IPSP (PSF)_ (PSF) SLAT SPAN SLAT SPAN SLAT SPAN FILLED CMU FILLED CMU FILLED CMU (PSF) (PSF) (PSF) (PSF) �y 57' 140 123 140 60' 140 124 140 PRESSURE PRESSURE PRESSURE 56' 133 1 140 140 140 60' 140 101 130 64' 140 105 140 (PSF) (PSF) (PSF) 60' 109 140 126 140 .D a- 63' 140 93 115" 68' 140 90 122 72' 136 84' 129 96' 140 64' 91 132 107 140 E 66' 133 82 103 72' 140 78 108 76' 122 88' 119 100' 140 68' 77 115 92 140 pp 69' 121 73 93 76' 1 134 68 96 80' 110 92' 110 104' 134 72' 66 101 79 135 Y 72' 110 65 84 80• 121 61 ,87 84' 101 96' 102 108' 126 76' 57 89 69 121 75' 100 58 76 84' 111 54 79 88' 1 92 100' 95 112' 119 80' 50 80 62 109 78' 93 53 70 88' 102 49 72 92' 85 104' 89 116' '113 84' 44 13 55 100 81' 86 48 64 92' 94 44 fib 96' 79 108' 84 120' 107 88' 39 66 49 91 p 84' 80 43 59 96' 87 40 61 100' 73 112' 79 124' 102 92' 35 60 44 84 Z LLS 87' 74 40 SS 100' 81 37 56 104' 6B 116' 74 128' 97 96' 32 55 41 78 1W-•N 90' 69 37 51 104' 75 34 52 108' 64 120' 70 132' 92 100' 29 51 37 72 93' 65 34 47 108' 71 31 49 112' 60 124' 67 136' 88 104' 27 47 34 67 F Z 96' 61 32 45 112' 66 29 46 116, 56 128' 63 140' 85 108' 24 44 31 63 I=O W 99' 58 29 42 116' 62 27 43 120' 53 132' 60 144' 81 112' 22 41 29 59 m Z= 102' 55 27 39 120' 59 25 41 124' 50 13'0 57 148' 1 78 116' 21 39 27 56 0 S 105' 52 25 37 124' 56 24 38 128' 48 140' 55 152' 75 120' 19 J6 25 52 m F a 108' 49 24 35 128' S3 22 36 132' 45 144' S3 156' 72 124' 18 34 24 50 ILLI 111' 47 23 33 132' S1 21 34 136' 43 148' 50 160' 69 128' 17 32 22 47 JO 114' 44 21 32 136' 48 20 33 14W 41 152' 48 164' 67 132' 16 31 21 45 11 4r 117' 43 20 30 140' 46 19 31 144' 39 156' 46 168' 65 136' 15 29 20 43 .Z. 120' 41 19 29 144' 44 18 30 148' 38 160' 45 172' 62 140' 14 28 19 41 123' 39 18 27 148' 42 17 28 152' 36 164' 43 176' 60 144' 13 27 18 39 126' 37 17 26 152' 40 Is 27 156' 35 168' 41 180' 58 148' 12 25 17 37 _j 129' 36 16 25 156' 39 16 26 160' 33 1 172' 40 184' 56 152' 12 24 16 36 J g� a 132' 34 16 24 160' 1 37 1 15 25 164' 32 176' 39 188' 55 156' 11 23 16 34 C71 ^ice�5 135' 33 15 23 164' 36 14 24 168' 31 180' 37 192' S3 160' 11 22 15 33 C a� 138' 32 14 22 168' 34 14 23 172' 30 184' 36 196' 51 169' 10 21 14 32 2144' 31 14 21 172' 33 13 22 176' 29 188' 35 200' 50 168' 10 20 14 30 C 30 13 21 176' 32 13 22 180' 28 192' 34 204' 49 172' 9 20 13 29 29 13 20 180' 31 12 21 184' 27 198' 32 216' 45 176' 9 19 13 28 WR.28 12 19 184' 30 12 20 188' 26 204' 31 228' 4118 12 27 2712 19 188' 29 11 19 192' 25 1 210' 30 237' 39 184' 8 18 12 26 LU NOTE:TI•E NON-RETENTION SLAT AND VIEWPORT SLAT SPANS OR DESIGN WIND LOADS SHALL NOT d•, Z gG p� V , EXCEED THE'SLAT PERFORMANCE'TABLES ON SHEETS 7 AND B FOR ANY CONFIGURATION. p•,j a5 L1 ' co b�. y: i7j7I1j 1140%%N r a 4'BUILD-INS W BUILD-INS 3'BUILD-INS 3'BUILD-INS 3'BUILD-INS 3'BUILD-INS' END-RETENTION&NON-RETENTION TRACKS END-RETENTION&NON-RETENTION TRACKS END-RETENTIONSNOWRETENTION TRACKS END-RETENTICNBNON. END-RETENTION&NON• END-RETENTION&NON. MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLATRETENTION TRACKS RETENTION TRACKS RETENTION TRACKS WALL FOR ANY HEIGHT ATTACHED WTH WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED WITH N1 MUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE 5116'-24 ELCO DRIL-FLEX 5116'ELCO ULTRACON HFH @6'O.C. 5116'HFH ELCO ULTRACON@4'O.C. OF A SINGLE UNIT SLAT OF A SINGLE UNIT SLAT OF A SINGLE UNIT SLAT WINp � WALL FOR ANY HEIGHT WALL FOR ANY HEIGHT WALL FOR ANY HEIGHT & � @ 8'O.C. @ 6'O.C. @ 4'O.C. CONIC.B HOLLOW CONC.B HOLLOW ATTACHED WTH ATTACHED WITH ATTACHED WTH $ mylB 114'ALIST 114'ALIST 114'ALIST FILLED CMU CMU TIMBER FILLED CMU CMU TIMBER 318'ELCO CONFLEX @8-O.C. 318'ELCO CONFLEX @6'O.C. 318'ELCO CONFLEX @4'D.C. • SLAT SPAN SLAT SPAN SLAT SPAN m PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE CONC.B CONIC.8 CONC.Bo y (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) SLAT SPAN SLAT SPAN SLAT SPAN FILLED CMU FILLED CMU FILLED CMU y 68' 101 120 140 57' 140 119 140 60' 140 118 140 PRESSURE PRESSURE PRESSURE m�$ ��� 72' 88 106 140 60' 140 102 124 64' 140 99 131 (PSF) (PSF) (PSF) 76' 78 94 128 63' 137 89 109 68' 140 85 114 72' 140 84' 134 96' 140 IA 80' 69 84 115 66' 123 78 98 72' 135 74 100 76' 126 88' 123 100' 140 84' 1 62 76 105 69' 1 112 1 69 87 76' 121 1 65 89 80' 114 92' 114 104' 138 88' 56 70 97 72' 102 62 79 1 80' 110 57 80 84' 104 1 96' 106 108' 130 92' 51 63 89 75' 93 56 72 84' 100 51 73 88' 96 100' 99 112' 123 Z 96' 47 58 82 78' 86 50 fib 88' 92 46 66 92' 88 104' 93 116' 116 O 100' 43 54 76 81' 79 46 60 92' 85 41 61 96' 82 108' 87 120' 110 104' 40 50 71 84' 73 41 56 96' 79 38 56 100' 76 112' 82 124' 105 108' 37 47 67 67' 69 38 52 100' 73 35 52 104' 71 116' 78 128' 100 Q w r 112' 34 43 63 90' 64 35 48 104' 68 32 48 108' 67 120' 73 132' 95 z m. 116' 32 41 59 93' 60 32 45 108' 6d 29 45 112' 63 124' 10 136' `91 Z W 120' 30 39 56 96' 56 30 42 112' 60 27 42 116' 59 128' 66 140' 87 m 124' 28 36 53 99' 53 28 39 116' 56 25 40 120' 56 132' 63 144' 84 �p= 128' 27 34 50 102' S0 26 37 12W 53 24 37 124' 53 136' 60 148' 80 132' 25 33 48 105' 47 24 35 124' 51 22 35 128' 50 140' 58 152' 77 Lu J 136' 24 31 45 108' 45 23 33 128' 48 21 33 132' 48 144' 55 156' 74 ra.4—A 140' 23 29 43 111' 43 21 31 132' 46 20 31 136' 46 148' 53 160' 72 0 144' 22 28 41 114' 41 20 JO 136' 43 19 30 140' 43 152' 51 164' 69 .Z.. 148' 21 27 40 117' 39 19 28 140' 41 18 29 144' 41 156' 49 168' 67 152' 20 26 38 120' 37 18 27 144' 40 17 27 148' 40 160' 47 172' 65 �11 $ 156' 19 25 36 123' 36 17 26 148' 38 16 26 152' 38 164' 45 176' 62 J 160' 18 24 35 126' 34 16 25 152' 36 15 25 158' 37 168' 44 180' 60 J 164' 17 1 23 34 129' 33 16 23 156' 35 15 24 160' 35 172' 42 184' 59 OI ,,, z � 168' 17 22 33 132' 31 15' 188' 57 22 160' 34 14 23 164' 34 176' 41 C - 172' 16 21 31 135' 30 14 22 164' 32 13 22 168' 33 180' 39 192' 55 .y ' 176' 15 20 30 138' 29 13 21 168' 31 13 21 172' 32 184' 38 196' 53 C 180' 15 19 29 141' 28 13 20 172' 30 12 20 176' 30 188' 37 200' S2 .0 I- 9 184' 14 19 28 144' 27 12 19 176' 29 12 20 180' 29 192' 36 204' 50 W e o 189' 14 18 27 147' 26 12 19 180' 28 11 19 184' 28 198' 34 216' 46 5a 190' 13 17 26 150' 25 11 18 184' 27 11 10 188' 27 204' 33 228' 43 `1A All, 204' 12 16 24 153' 25 11 17 188' 26 10 18 192' 27 210' 31 23T' 3 ti?y�• g� � LL x,111' NOTE:THE NON-RETENTION SLAT AND YIEWPORT SLAT SPANS OR DESIGN NAND LDADS SMALL NOT d' �• EXCEED THE"SLAT PERFORMANCE'TABLES ON SHEETS 7 AND B FOR MY CONFIGURATION. G 5 ,r F. 4,,'r r r 1�11111�1N � o 3'BUILD-INS 3'BUILD-INS 2'BUILD-INS W 114"WALLS&3/8'ANGLES 2'BUILD-INS W IA'WALLS&318'ANGLES END-RETENTION&NON-RETENTION TRACKS END-RETENTION&NON-RETENTION TRACKS END-RETENTION&NON.RETENTION TRACKS END-RETENTION&NON-RETENTION TRACKS MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF ASINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OFA SINGLE UNIT SUIT WALL FOR ANY HEIGHT ATTACHED KITH WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED WITH 114'-14 ELCO DRIL.FLEX 5116'-24 ELCO DRIL.FLEX 5116'ELCO ULTRACON HFH @ 6'O.C. 5116'HFH ELCO ULTRACON @ 4'O.C. @6'O.C. @6'D.C. @4'QC. @4'D.C. @8'D.C. @6'O.C. @4-O.C. CONIC.& HOLLOW CONC.& HOLLOW TIMBER TIMBER SLAT SPAN 118'AUSLAT SPAN ST 114'AllST 1!8'AUST 114'AUST 1/4'AUST 114'AUSLAT SPAN ST 1I4'AUST FILLED CMU CMU SLAT SPAN FILLED CMU CMU § PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE E (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) PSF (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) tow,fit! 56' 133 140 140 140 68' 104 123 140 57' 140 112 132 60' 140 110 139 > 60' 110 140 128 140 72' 91 109 140 60' 140 97 115 64' 140 93 120 m � - 64' 92 135 109 140 76' 80 97 132 63' 126 84 102 68' 136 79 104 $ 68' 78 118 93 140 80' 72 88 119 66' 113 74 90 7T 121 69 92 72' 67 104 81 139 84' 1 65 79 109 69' 102 1 65 81 76' 1 109 1 60 82 Y` 76' 58 93 71 125 88' 59 72 100 72' 93 58 73 80' 98 53 73 80' 51 83 63 113 92' 53 66 92 75' 85 52 67 84' 89 47 66 84' 45 76 57 103 96' 49 61 86 78' 78 47 fit 88' 82 42 60 Z 88' 40 69 51 95 100' 45 57 80 81' 72 43 56 92' 76 38 55 O 92' 35 63 46 87 104' 42 52 75 84' 67 39 51 96' 70 35 51 Z W 96' 33 58 42 81 106' 39 49 70 87' 62 36 48 100' 65 32 47 W y LLJ 100' 30 54 39 75 112' 36 46 66 90' 58 33 44 104' 61 29 44 Q 93e-'y 104' 1 27 50 36 70 116' 34 43 62 93' 54 30 41 108' 57 27 41 Z t= 108' 25 47 33 66 120' 32 41 58 96' 51 28 38 112' 53 25 38 W C=1 M 11T 23 43 31 62 124' 30 38 56 99' 48 26 36 116' 50 23 35 Co Z 116' 22 41 29 58 128' 28 36 53 102' 1 45 24 34 120' 48 22 34 O h 120' 20 38 27 55 132' 27 34 50 1 105' 43 23 32 1 124' 45 20 32 �- 124' i9 36 25 52 1 136' 26 33 48 108' 4121 30 128' 43 19 30 W J 128' 18 34 24 50 140' 24 31 46 111' 39 20 28 132' 41 18 29 O 132' 17 33 22 47 144' 23 30 44 114' 37 19 27 136' 39 17 27 136' 16 31 21 45 148' 22 28 42 117' 35 18 26 140' 37 1626 LzJ 140' 15 29 20 43 152' 21 27 40 120' 34 17 25 144' 35 15 25 .. 144' 14 28 19 41 156' 20 26 39 123' 32 16 23 148' 34 15 24 Lj 3 0 148' 13 27 1 18 39 160' 19 25 37 126' 31 15 22 152' 32 14 23 -1 152' 13 26 17 38 164' 19 24 36 129' 30 14 21 156' 31 13 22 J o_ 156' 12 25 V 36 168' 18 1 23 34 132' 1 28 14 21 1 160' 30 13 21 160' 11 24 16 35 172' 17 22 33 135' 27 13 20 164' 29 12 20 164' 11 23 15 33 176' 17 22 32 138' 26 13 19 168' 28 12 19 C 168' 1t 22 15 32 180' 16 21 31 141' 25 12 18 172' 27 11 18 172' 10 21 14 31 184' 15 20 30 144' 24 12 18 176' 26 11 18 •Ca;b 176' 10 20 13 30 189' 15 19 29 147' 24 11 17 180' 25 10 17 W mw 160' 9 20 13 29 186' 14 18 27 150' 184'11 16 184' 24 10 17 q�1 164' 9 19 13 28 204' 13 17 26 153' 22 10 16 788' 2J 10 16 �111T fyr a NOTE:THE NON-RETENTION SLAT AND VIEWPORT SLAT SPANS OR DESIGN WIND LOADS SHAM NOT EXCEED THE'SLAT PERFORMANCE'TABLES ON SHEETS 7 AND 8 FOR ANY CONFIGURATION. 5 y PN11N��N m 0 2'BUILD-INSW/1/4'WALLS&318'ANGLES 2'BUILD-INSN6114'WALLS&318'ANGLES 2'BUILD-INS N7114'WALLS&318'ANGLES 2'BUILD-INSW 114'WALLS&3/8'ANGLES END-RETENTION 6. END-RETENTION& END-RETENTION&NON-RETENTION TRACKS END-RETENTION&NON-RETENTION TRACKS NON-RETENTION TRACKS NON-RETENTION TRACKS MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A WALL FOR ANY HEIGHT ATTACHED WTH WALL FOR ANY HEIGHT ATTACHED WTH eaA SINGLE UNIT SLAT WALL FOR ANY SINGLE UNIT SLAT WALL FOR ANY 1/4'•14 ELCO DRIL•FLEX 5/16'•24 ELCODRIL•FLEX HEIGHT ATTACHED WTH HEIGHT ATTACHED WTH E72 FLEX@8'D.C. 3/8'ELCO CONFLEX@6-O.C. @"AUST @*AUST @'AUST @"AUST 114- O.C. 4-ALIS- @-ALIST 118'AUST 714'ALIST 111'Al/ST 1I4'AL15T 114'Al1ST 114'ALIST 1!4'ALBT SLAT SPAN SLAT SPAN m CONC.&FILLED CONC.&FILLED PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE CMU CMU (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) SLAT SPAN m %� PRESSURE(PSF) PRESSURE(PSF) 56' 125 140 140 140 68' 95 99 740 60' 703 140 179 140 72' 84 99 731 ma 5 140 72' 740 64' 86 124 101 140 76' 74 88 717 126 76' 140 68' 73 108 86 140 80' fib 79 106 I 113 80' 129 72' 62 95 75 124 84' 59 72 97 102 84' 118 76' 54 84 fib 112 88' 54 65 89 _ 93 88' 108 80' 48 76 58 101 92' 49 60 82 85 92' 100 84' 42 68 52 92 96" 45 55 76 z O 79 96' 93 88' 37 62 4) 85 700' 41 51 71 1-- 73 100' 87 92, 34 57 42 78 104' 38 47 66 Lu h 68 104' 82 96' 30 52 3972 108' 35 44 62 63 108' 77 100' 28 48 35 67 112' 33 41 58 59 112' 72 104' 25 45 33 63 116' 31 39 55 O W 56 116' 68 108' 27 42 30 59 120' 29 36 52 m Z 116' 52 120' 64 172' 1 22 1 39 28 55 124' 27 35 49 M Z O 120' 50 124' 61 116' 20 37 26 52 128' 26 33 47 H M_41 124' 47 128' 58 120' 19 35 25 49 132• 24 31 44 `r'W 132' 55 124' 17 33 23 47 136• 23 29 42 132' 42 136' 53 128' 16 31 22 44 140• 22 28, 40 4Y 136' 40 140' 51 132' 15 29 20 42 144' 21 27 39 4z 140' 39 144' 48 136' 14 28 19 40 148' 20 26 37 144' 37 148' 46 140' 14 27 18 38 152' 19 24 35 51 4L.o 148' 35 152' 45 144' 13 25 17 36 156' 18 23 34 J E n 152' 34 156' 43 148' 12 24 17 35 160' 17 23 33 —2 e' 1567 32 160' 41 152' 12 1 23 16 34 164' 17 22 32 p1 160' 31 164' 40 156' 11 22 15 32 1611' 16 21 30 C z 164' 30 168' 38 160' 11 21 14 31 172' 16 20 29 •d ` 166' 29 172' 37 164' 10 20 14 30 176' 15 19 28 172• 28 176' 36 168' 10 20 13 29 180' 14 19 27 .CAS 176' 27 180' 34 172' 9 19 13 28 184' 14 18 26 W o 180• 26 192' 37 176' 9 18 12 27 189' 13 17 25 n 184' 25 204' 29 180' 9 18 12 26 1 196• 13 16 24 1 188' 24 216 26 184' 8 17 11 25 4v q of _ qq$$yjE NOTE:THE NON.-RETENTION SLAT AND VIEVITgRT SLAT SPANS OR DES'CN RIND LOADS SHALL NOT {✓::4i O4 Wa �1 a EXCEED THE'SLAT PERFORNAIC_TABLES ON SHEETS 7 AND 8 FOR ANY CONFIGURATION. i 0 Z St ' gib'•. ANCHOR(TYP) (SEE CONNECTION ANGLE CAPACITY ON SHEET 19) 1/4'0 OR 5/16.0 ULTRACON O 12.O.C. WITH CAP 1/8•ANGLE(TYP) 1/4.0 OPIL-FLEX AN BOLT E (SEE CONNECTION ANGLE CAPACITY ON SHEET 19) 18 NOTE: i ANCHOR(TYP) SECTION FOR THE WALL (SEE CONNECTION ANGLE CAPACITY ON SHEEP 19) MOUNT IS SHOWN.HEADER SIMILAR TO SILL CAN BE 1/8•THICK ALUM.ANGLE UP TO 2500 LBS 4 ,.•e , USED.WITHOUT CAP OR 7/4•THICK ALUM.ANGLE UP TO 6500 LBS d ANGLE (SEE CONNECTION ANGLE ON SHEET 19) • 1/4.0 GRIL-FLEX OR BOLT ' '9 (SEE CONNECTION ANGLE CAPACITY ON SHEET 19) e Jill E y� m SLAT SPAN --�+--- SLAT SPAN SHUTTER SPAN Z O 2 SPAN SINGLE UNIT ELEVATION z� SINGLE UNIT WITH STORM BAR INSTALLATION-N.T.S. lJ.l I.- 45 LA3 OW SHUTTER HOUSING Lu2mm mom= E SHATTER HOUSING i 58MM SLAT ZO= 18 - 58MM SLATr N Hga- O �A W STORM BARSTORM BAN (SEE TABLES ON SHEETS 20 TO 22) (SEE TABLES ON SHEETS 20 TO 24) 0-'� G Z 1/8•THICK ALUM.ANGLE UP TO 2500 LBS 1/6•THICK ALUM.ANGLE UP TO 2500 LBS LLL 1/4•THICK ALUM.ANGLE UP TO 6500 L13S 1/4•THICK ALUM.ANGLE UP TO 6500 LBS -- - (SEE CONNECTION ANGLE ON SHEET 19)(TYP) 2i(SEE CONNECTION ANGLE ON SHEET 19) L! � 1/4.0 DRIL-FLEX OR BOLT1/4.0 DRR-FLEX OR BOLT "'� (SEE CONNECTION ANGLE CAPACITY ON SHEET 19) (SEE CONNF'.CTION ANGLE CAPACITY ON SHEET 19) -- ANCHOR(TYP) C (SEE CONNECTION ANGLE CAPACITY ON SHEET 19) a , _____ ____ ____-- . • °.T v NOTE: Lu :8 F SECTION FOR THE SILL IS $ -- _-- I SHOWN,HEADER OPTION IS 3 SIMIIAR YIITHOUT CAP OR 1 k' 4 ° e ANCLE SLAT SPAN SLAT SPAN SLAT SPAN EXTEND SILL UNDER SHUTTER OR USjS� SHUTTER SPAN 1/8•CAP TUBE OR ANGLE ATTACHSD 1'01+.'x• Ilia I/4 •0 SELF-TAPPING SMS O 12_?.' X LL yll•5 3 OR MORE SPAN SINGLE UNIT ELEVATION J-_-y A`M @ SINGLE UNIT WITH STORM BARS INSTALLATION-N.TS. BUILD'IN SEI.I ION 1/4.0,5/160 ULTRACO\(TYP) Q: w.1 N E sroAM BAR 1NSTUIanoN-N.Ts. &E BUILD-0UT SECTION (SEE CONNECTION TABLES ON SHEEI 19) =-!:V Ma g Q J� STORM BAR INSTALIAnON-N.T.S. •.? o i NOTES: STORM BARS CAN BE USED ON MULTIPLE UNIT INSTALLATIONS • STORM BARS CAN BE USED TO REDUCE MINIMUM SEPARATION TO GLASS YF 111Ii1L1 QII```6V CO r STORM BAR ES 10 2d (SEE TABLES ON SHEETS 20 THRU 22) L0610510RO 66 pCo �'J 1/8'THICK ALUM.ANGLE UP TO 2500 LBS SHTUTTER NOT I/4'THICK ALUM.ANGLE UP TO 6500 LBS Ed I (SEE CONNECTION ANGLE TABLES ON THIS SHEET) SHOWN FOR Imo/' I CLARITY Zd ty� �1/ ,) I OPTIONAL I _ 1/4-0 DRIL-FLEX OR BOLT(TYP) � pIN• I 0� INTERIOR (SEE CONNECTION ANGLE TABLES ON THIS SHEET) q T ANGLE LEG 49 ATTACHMENT 1 _ 1/4'0,5/16'0 ULTRACON(TYP) � ,{•/ I � I _— (SEE CONNECTION TABLES ON THIS SHEET) $g IVL /(llq I I �F00 .I a m r 6 a✓ � 1,1 60 0 OflBd MIN. /Q� ———————— + �JJJ3 % I N SPA lOd 3 I(TVP) 1/4.0,OR 5/16'0 ULTRACON® O ry 12'O.C.BETWEEN OR N. 1—N NIN. '��y OPTIONAL FlLLET � ,�.� nBUILD-OUT SILL/HEADER CONNECTION m?= �.. OPTIONAL STORM B4R INSTALLATION-N.T.S. Z= i G �pN -cfis tel,. 'Ye• ao 4---d BUILD-CUT SILLMADER CONNECTION CAPACITY W= CONCRETE B FILLED CMU HOLL06YCMU HOOD W cl DESIGNLOAD ANCHORSREQUIRED DESIGNLOAD ANCHORS REQUIRED DESIGNLOAD ANCHORSREQUIRED c� CONNECTION ANGLE L85) EACHANGLE (LBS) EACH ANGLE (LBS) EACH ANGLE •z• STORM BAR INSTALLATION-N.TS. 1890 3 114'ULTRACON 1050 3 1/4'ULTRACON 9D0 3)114'ULTRACON 2520 (4)1!4'ULTRACON 1400 (4)114'ULTRACON 1200 (4)114'ULTRACON 2080 2 5116'ULTRACON 1290 J 5116'ULTRACON 1770 (3)5116'ULTRACON Lia 2 � woTES: 3120 J 5116'ULTRACON 1720 4)5116'ULTRACON 2360 (4)5116'ULTRACON J " • SEE STORM BAR CONNECTION CAPACITY TABLE FOR REQUIRED ANCHORS,USE CENTER ANCHOR 4160 (4)$716'ULTRACON 2150 (S)5116'ULTRACON 2950 (5)5116'ULTRACON � $ SPACING AND LOCATIONS WHEN REQUIRED. • SEE STORM BAR END LOAD ON MAXIMUM DESIGN PRESSURE STORM BAR TABLES FOR THE REQUIRED 5200 (5)5116'ULTRACON 2580 (6)5116'ULTRACON 3540 (6I 5116'ULTRACON C MINIMUM CONNECTION CAPACITY 3440 8)5116'ULTRACON 4720 (815116'[fl X01 Ol •C gad � CONNECTION ANGLE CAPACITY(2 REQUIRED) W ^ CONCRETE B FILLED CMU HOLLOWCIAU YAOD 118'MIN ALUMINUM 114'MINALUNIINUM DESIGNLOAD ANCHORSREWIRED DESIGNLOAD ANCHORS REWIRED DESIGN LOAD ANCHORS REWIRED DESIGNLOAD ANCHORSREOUIRED DESIGNLOAD ANCHORSREQUIRED (LBS EACH ANGLE LBS) EACH ANGLE (LBS) EACH ANGLE LBS EACH ANGLE LBS EACH ANGLE ``%\1111 ,- v 1260 1114'ANCHORS 700 1)114-ANCHORS 600 (1114'ANCHORS 1320 1114.14 DRIL-FLEX 2120 1)1!4.14 DRIL-FLEX ;O� ,�y ..,. 2520 (21114'ANCHORS 1400 2 114'ANCHORS 1200 2)114'ANCHORS 2640 2 114-14 DRIL•FLEX 4240 2)114.14 DRIL-FLEX 2080 (1)5116'ULTRACON 660 (1)5116'ULTRACON 1180 (1)5116'ULTRACON 3960 (3)114.14 DRIL-FLEX 6360 (3)114-14 DRIL-FLEX �'• q ' moi. 4160 (215/1617201720 25116-ULTRACON 2360 'ULTRACON 1240 (1)1/4 THRU BOLT 2500 (1)114 THRU BOLT - 5=-4v �y w O'•! 2020 (1)318'OROPIN 2580 (3)5!16'ULTRACON 3540 3 5/16'ULTRACON 2480 2 1f4 THRU BOLT 5000 (21114 THRU BOLT 4040 (2 318'DROPIN 3440 (4)5116'ULTRACON 4720 4 5116'ULTRACON 3760 (2)3f8 THRU BOLT 3760 113/B THRU BOLT 1IC�V o � a a MAXIMUM DESIGN PRESSURE OF A MAXMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A 2'X2'X114-STORM BAR 6063-T6-2 SPANS 2')3'X118'STORM BAR 6063-T6-2 SPANS 2'X4'X1(B'STORM BAR 6063-T6-2 SPANS 2'X4'X1/8'STORM BAR 6063-T6-2 SPANS AVERAGE STORM BAR DESIGN STORM BAR STORM BAR AVERAGE STORM BAR DESIGN STORM BAR STORM BAR AVERAGE I STORM BAR DESIGN STORM BAR STORM BAR AVERAGE STORM BAR DESIGN STORM BAR STORM BAR SPAN WIDTH LENGTH PRESSURE END LOAD DEFLECTION SPAN WIDTH LENGTH PRESSURE END LOAD DEFLECTION .SPANWIDTH LENGTH PRESSURE END LOAD DEFLECTION SPAN WIDTH LENGTH PRESSURE END LOAD DEFLECTION UP TO UP TO (PSF) (LB) YIN) UPTO UP TO PSF (LB) Y(IN) UP TO UPTO (PSF) LB YIN UPTO UPTO (PSF) LB Y(IN Mel 42' 140 766 1.2 42' 140 765 1.0 66' 140 1203 1.1 54' 131 1658 1.0 E? 48' 140 875 1.5 48' 140 875 1.2 72' 132 1238 1.1 60' 106 1491 1.1 �w 54' 140 984 1.8 54' 140 984 IA 78' 113 1148 1.1 66' B1 1346 1.1 a g 5:� 60" 117 914 2.1 60' 125 977 1.7 84' 97 1061 1.1 72' 73 1232 1.1 m 30' 66' 96 825 2.4 30' 30' 66' 103 885 1.8 54 y '90' 85 996 1.1 78' 63 1152 1.1 72' 81 759 2.8 72' 87 Btfi 19 90" 74 925 1.1 84' 54 1063 1.1 78' 67 680 3.1 76' 74 752 1.8 102' 66 877 1.1 90" 47 991 1.1 a 84' 54 591 3.4 84' 64 700 1.8 108' 59 830 1.1 96' 41 923 1.1 g 90' 44 516 3.4 90' 56 656 1.8 114' 53 787 1.1 102' 37 885 1.1 9fi' 36 450 3.4 96' 49 613 1.8 120' 48 750 1.1 108- 33 835 1.1 Y 42' 140 919 1.2 42' 140 919 1.0 60' 131 1351 1.1 48' 140 1750 0.8 4B' 140 1050 1.5 48' 140 1050 12 72' 110 1238 1.1 54' 118 1659 1.0 54' 120 1013 1.8 54' 129 1088 IA 78' 94 1146 1.1 60" 95 1484 1.1 Z 60' 97 909 2.1 60' 104 975 1.7 84' B1 1063 1.1 66' 79 1358 1.1 O 66' 80 825 2.4 66' 86 887 19 90' 71 998 1.1 72' 66 1238 1 W .1 36' 36' 36' 60' 72' fib 765 2.8 72' 72 810 1.8 96' 62 930 1.1 78" 56 1138 1.1 78' 56 683 3.1 78' 62 756 1.8 102' 55 877 1.1 84' 49 1072 1.1 Q N 84'. 45 591 3.4 84' 53 696 1.8 108' 49 827 1.1 90' 42 984 -1.1 x a 90' 37 520 3.4 90' 46 647 19 114' 44 784 1.1 96' 37 925 1.1 O W 96' 30 450 3.4 96' 41 615 1.8 120' 40 750 1.1 102' 33 877 1.1 m a 42' 140 1072 1.2 42' 140 1072 1.0 60" 112 1348 1.1 42' 140 1684 0.7 C>x 48' 130 1138 1.5 48' 140 1225 1.2 72' 94 1234 1.1 48" 135 1856 0.8 Co 54' 103 1014 1.8 54' '110 .1083 1.4 78' B1 1152 1.1 54'. 107 1655 1.0 .Z.. 60' 83 908 2.1 60' 89 973 1.7 84' 69 1057 1.1 60' 87 1495 1.1 66" 69 830 2.4 fib' 74 890 1.8 90' 60 984 1.166" 72 1361 1.1 O 42' 72' 58 761 2.8 4T 72' 62 814 1.8 42' 96' 53 928 1.1 66' 72' 60 1238 1.1 Z 78' 48 683 3.1 78' 53 754 1.8 102' 47 874 1.1 78' 51 1140 1.1 W 84' 39 597 3.4 84' 46 704 1.8 108' 42 827 1.1 84' 44 1059 1.1 - 90' 31 509 3.4 90' 40 656 1.8 114' 38 790 1.1 90' 38 980 1.1 J q $ 9fi' 26 455 3.4 96' 35 613 1.8 120' 34 744 1.1 96' 34 .935 1.1 J 42- 140 1225 12 42' 140 1225 1.0 66' 98 1348 1.1 42' 140 1838 0.7 ..7 48' 114 1140 1.5 48' 122 1220 1.2 72' 83 1245 1.1 48' 124 1860 0.8 C i 54' 90 1013 1.8 54' 97 1091 1.4 78' 70 1130 1.1 54' 98 1654 1.0p`1 60" 73 913 2.1 60' 78 975 1.7 84' 61 1068 1.1 60' 79 1481 1.1 {g 66' 60 825 2.4 66' 65 894 1.8 90' 53 994 1.1 66' 6fi 1361 1.1 cn 48' d8' 48' 72' 72' 51 765 2.8 72' 54 810 1.8 90 47 940 1.1 72' 55 1238 1.1 Ga.b 18' 42 683 3.1 78' 46 748 1.8 102' 41 871 1.1 78' 47 1146 1.1 W k o 84' 34 595 3.4 84' 40 700 1.8 108' 37 833 1.1 84' 40 1050 1.1 1 N 90' 27 506 3.4 90' 35 656 1.8 114' 33 784 1.1 90' 35 984 1.1 96' 23 460 3.4 96' 31 620 1.B 120' 30 T50 1.1 96' 31 off•''�.€ ay%; DEFLECTION Y •i -I� W r. NOTE:USE DEFLECTIONS PROVIDED WHEN DETERLIN,tX MINIVUM SEPARATION TO GLASS o N MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A MAXMUM DESIGN PRESSURE OF A 2'X4'%114'STORM BAR 6083-T6)-2 SPANS 2'X4'Xt74'STORM BAR 6063-T6-2 SPANB 2'X2'X114'STORM BAR 6063-T6-3 OR MORE SPANS 2'X3'%118'STORM BAR 6063•T6-3 OR MORE SPANS AVERAGE STORM BAR DESIGN STORM BAR STORM BAR AVERAGE STORM BAR DESIGN STORM BAR STORM BAR AVERAGE STORM BAR DESIGN STORM BAR STORM BAR AVERAGE STORM BAR DESIGN STORM BAR STORM BAR SPAN WDTH LENGTH PRESSURE ENDLOAD DEFLECTION SPAN WDTH LENGTH PRESSURE END LOAD DEFLECTION SPAN WIDTH LENGTH PRESSURE END LOAD DEFLECTION SPAN WIDTH LENGTH PRESSURE ENDLOAD DEFLECTION UPTO UPTO (PSF) (LB) Y(IN) UPTO UPTO (PSF) (LB) Y IN UP TO UPTO (PSF) (LB) Y(IN) UPTO UPTO (PSF) (LB) Y IN c RJR 66' 140 1925 0.8 54' 140 2559 0.7 42' 140 704 1.2 42' 140 704 1.0 75' 136 2125 0.8 60' 131 2661 0.8 1 48' 140 805 1.5 48' 140 805 1.2 � w 84' 108 1890 0.8 S6' 108 2413 0.8 54' 140 906 1.8 54' 140 906 1.4 93' 88 1705 0.8 72' 91 2218 0.8 60' 128 920 2.1 60' 137 965 1.7 d x 48' 102' 73 1551 0.6 78' 78' 77 2033 0.8 30' 30' 66' 105 830 2.4 66' 113 893 1.8 u " x 111' 62 1434 1.0 84' 67 1905 0.8 72' 89 768 2.8 72' 95 819 1.8 444 120' 53 1325 1.1 90' 56 1767 0.8 78' 74 691 3.1 78' 111 757 1.8 m 3.x 129' 46 1236 1.3 96' 51 1658 0.8 84' 59 594 3.4 84' 70 704 1.8 $ 138' 40 1150 1.5 102' 45 1554 0.8 90' 48 518 3.4 90' fit 658 1.8 FF 147' 35 1072 1.7 108' 40 1463 0.9 96' 40 460 1 3.4 96' 53 610 1.8 J C 66' 140 2166 0.8 54' 140 2756 0.7 42' 140 845 1.2 42' 140 845 1.0 75' 121 2127 0.8 60' 121 2647 0.8 48' 140 966 1.5 48' 140 966 1.2 84' 98 1890 0.8 66' 100 2406 0.8 54' 131 1017 1.8 54' 140 1087 1.4 Z 93' 79 1722 0.8 72' 84 2205 0.8 60' 106 914 2.1 60' 114 983 1.7 54' 102' 65 1554 0.8 �, 78' 72 2048 0.8 36' 66' 88 835 2.4 36, ' 94 .892 1.8 111' 55 1431 1.0 84' 62 1899 0.8 72' 74 766 2.8 g7626 79 818 1.8W120' 47 1322 1.1 90' 54 1772 0.8 78' 61 684 3.1 68 762 1.8 129' 41 1240 1.3 96' 47 1 fi45 0.8 84' 49 592 3.4 58 700 1.8 Y z738' 36 1164 1.5 102' 42 1562 0.8 9D' 40 516 3.4 51 660 1.8 O w 147' 31 1068 1.7 108' 37 1 1457 0.9 1 96' 33 455 3.4 96' 45 621 1.8a m�� 66' 140 2406 0.8 54' 140 2953 0.7 42' 140 986 1.2 42' 140 986 1.0 0 Z 75' 109 2129 0.8 60' 113 2648 0.8 48' 140 1127 1.5 48' 140 1127 1.2m N F=-'a 84' 87 1903 0.8 66' 94 2423 0.8 54' 113 1023 1.8 54' 121 1096 1.4 93' 71 1720 0.8 72' 79 2222 0.8 60' 91 916 2.1 60' 98 986 1.7 102' 59 15670.8 78' 67 2041 0.8 66' 75 830 2.4 66' 81 897 1.8 O 60 111' 50 1445 1.0 90' 84' 58 1903 0.8 42 72' 63 761 2.8 42' 72' 68 821 1.8 Ck= 120' 42 1313 1.7 90' 50 7758 0.8 78' 53 693 3.1 78' 58 7591.8 W 129' 37 1243 1.3 96' 44 1650 0.8 84' 42 592 3.4 84' S0 704 1.8 �R 4�-- 138' 32 1150 1.5 102' 39 1554 0.8 90' 34 513 3.4 90' 43 649 1.8 J 251 3 $ 147' 28 1072 1.7 108' 35 1477 0.9 98' 28 451 3.4 96' 38 612 1.8 J a 66' 117 2413 0.8 48' 140 2800 0.6 42' 140 1127 1.2 42' 140 1127 1.0 19 75' 91 2133 0.8 54' 131 2948 0.7 48' 125 1150 1.5 48' 134 1233 1.2 C z 84' 72 1890 0.8 60' 106 2650 0.8 54' 98 1014 1.8 54' 106 1097 1.4 `y 93' 59 1715 0.8 66' 68 2420 0.8 60' 60 920 2.1 60' 86 989 1.7 102' 49 1562 0.8 72' 74 2220 0.0 48' 66' 66 835 2.4 66' 71 898 1.6 72' 96' 48' 111' 41 1422 1.0 78' 63 2048 0.8 72' 55 759 2.8 72' 59 814 1.8 gig 120' 35 1313 1.1 84' 54 1890 0.8 78' 46 688 3.1 78' 51 762 129' 31 1250 1.3 90' 47 1763 0.8 84' 37 596 3.4 84' 44 708 1.8wS N 138' 27 1164 1.5 96' 41 1 1640 0.8 90' 1 30 518 3.4 90' 38 6561.8 111U �ti 147' 24 1103 1.7 102' 37 1573 0.8 96' 25 460 3.4 96' 33 607 1.8 J DEFLECTIO`:Y Z'rco•4Y -0•q m ''W N � 25 NOTE:USE DEFLECTIW.S PROVIDED WHEN DETERMINING KIN NUM SEPARATION TO CLASS o N a MAMMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A 2'X4'X118'STORM BAR 6063-Tfi-3 OR MORE SPANS 2' 1/8'STORM BAR 6063-T6-3 OR MORE SPANS 2'X4'XIW STORM BAR(6063.T6)-3 OR MORE SPANS 274 114-STORM BAR 6063-T6)-3 OR MORE SPANS AVERAGE STORM BAR DESIGN STORM BAR STORM BAR AVERAGE STORM BAR DESIGN STORM BAR STORM BAR AVERAGE STORM BAR DESIGN STORM BAR STORM BAR AVERAGE STORM BAR DESIGN STORM BAR STORM BAR SPAN WIDTH LENGTH PRESSURE END LOAD DEFLECTION SPAN IMDTH LENGTH PRESSURE END LOAD DEFLECTION SPAN WIDTH LENGTH PRESSURE ENO LOAD DEFLECTION SPAN WDTH LENGTH PRESSURE END LOAD DEFLECTION UPTO UPTO (PSF) (LB) Y(IN) UPTO UPTO (PSF) (LB) Y(IN) UPTO UPTO (PSF) (LB) Y(INI UPTO UPTO (PSF) (LB) Y(IN) INN 9.!R 66' 140 1107 1.1 54' 140 1630 1.0 66' 140 1771 0.8 54' 140 2355 0.7 29- 72' 140 1208 1.1 60' 116 1501 1.1 75' 140 2013 0.8 60' 140 2616 0.8 w 78' 123 1149 1.1 66' 96 1366 1.1 84' 118 1900 0.8 66' 118 2426 0.8 84' 106 1067 1.1 72' 80 1242 1.1 93' 97 1729 0.8 72' 99 2220 0.8 90' 93 1003 1.1 78' 68 1144 1.1 102' 80 1564 0.8 78' 85 2065 0.8 30' 54' 48' 78' b ed 96' 81 932 1.1 84' 59 1069 1.1 111' 68 1447 1.0 84' 73 1910 0.8 _ 102' 72 880 1.1 90' 51 990 1.1 120' 58 1334 1.1 90' 63 1766 0.8 °' cis s 108' 64 828 1.1 96' 45 932 1.1 129' 50 1236 1.3 96' 56 1674 0.8 114' 58 792 1.1 102' 1 40 880 1.1 fl75' 44 1164 1.5 102' 49 1557 0.86 120' 52 748 1.1 108' 36 838 1.1 39 1099 1.7 108' 44 1480 0.9 Y n 66' 140 1328 1.1 48' 140 1610 0.8 140 1992 0.8 54' 140 2536 0.7 72' 121 1252 1.1 54' 129 1669 1.0 132 2135 0.8 60' 133 2677 0.8 78' 103 1155 1.1 60' 104 1495 1.1 105 1902 0.8 66' 110 2435 0.8O94' 89 1075 1.1 66' 86 1360 1.1 86 1725 0.8 72' 92 2222 0.B90' 77 996 1.1 72' 72 1242 1.1 71 1562 0.8 78' 79 2067 0.8 Zw36' 60' S4' 84' w I-- 96' 68 938 1.1 78' 62 1159 1.1 60 1436 1.0 84' 68 1916 0.8 102' 60 880 1.1 84' 53 1067 1.1 120' 52 1346 1.1 90' 59 1781 0.8 Q h 108' 54 838 1.1 90' 46 992 1.1 1 129' 45 1252 1.3 96' 52 1674 0.8 z Lu 114' 48 787 1.1 96' 41 943 1.1 138' 39 1160 1.5 102' 45 1574 0.8 W z 120' 43 742 1.1 102' 36 880 1.1 147' 34 1078 1.7 108' 41 1485 0.9 470 Z 66' 123 1361 1.1 42' 140 1550 0.7 66' 140 2214 0.8 54' 140 2717 0.7 O= 72' 103 1244 1.1 48' 140 1771 0.8 75' 119 2138 0.8 60' 124 2674 0.8 78' 88 1151 1.1 54' 117 1665 1.0 84' 95 1912 0.8 65' 102. 2419 0.8 w J 84' 76 1071 1.1 60' 95 1502 1.1 93' T7 1716 0.8 72' 86 2225 0.8 u~i 42' 90' 66 996 1.1 fib' 60' 66' 78 1357 1.1 102' 64 1564 0.8 90' 78' 73 2046 0.8 G 96' � 58 934 1.1 72' 66 1252 1.1 111' 54 1436 1.0 84' 63 1902 0.8 W 102' 51 872 1.1 78' 56 1151 1.1 120' 46 1323 1.1 90' 55 1779 0.8 .. 108' 46 833 1.1 84' 48 1063 1.1 129' 40 1235 1.3 96' 48 1656 0.8 114' 41 784 1.1 90' 42 996 1.1 138' 35 1157 1.5 102' 43 1576 0.8 J 120' 37 745 1.1 96' 37 936 1.1 147' 31 1092 1.7 108' 38 1475 0.9 J 66' 108 1366 1.1 42' 140 1691 0.7 61' 128 2429 0.8 48' 140 2576 0.6 cn 72' 90 1242 1.1 48' 136 1877 0.8 75' 99 2135 0.8 54' 140 2898 0.7C i 78' 77 1151 1.1 54' 107 1661 1.0 84' 79 1908 0.8 60' 116 2668 0.8 •� 84' 66 1063 1.1 60' 87 1501 1.1 93' 64 1711. 0.8 66' 96 2429 0.8 c 90' 58 1001 1.1 66' 72 1366 1.1 102' 54 1584 0.8 72' 81 2236 0.8 48' 96' 51 938 1.1 72' 72' fi0 1242 1.1 72' 111' 45 1436 1.0 96 78' 69 2063 0.8 Cag 102' 45 880 1.1 78' 51 1144 1.1 120' 39 1345 1.1 84' 59 1900 0.8 UJ o h 108' 40 828 1.1 - 84' 44 1063 1.1 129' 33 1224 1.3 90' 52 1794 0.8 ^ 114' 36 7871.1 90' 39 1009 1.1 138' 29 1151 1.5 96' 45 1656 0.8 120' 33 759 1.1 96' 34 938 1.1 147' 26 1099 1.7 102' 40 1564 0.8 DEFLECTION Y ==.'y N � O 4 p:2bpi a; i NOTE:USE DEFLECTIONS PROVIDED WHEY DEIERMIYNG VINIIAUM SEPARATION TO CLASS CC VV