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- Florida Building Code Online Page 1 of 2 I ' t I ' - o p0jCb DepaltMtd BCIS Home I Log In I user Registration Hot Topics I Submit Surcharge I Stats&Facts Publications I FEC Staff I BCIS Site Map I Links I Search Busines Product Approval Professi I USER:Public User Regulation Product Approval Menu>Product or Aoolication Search>Application List>Application Detail FL# FL5790-R10 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@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Roll-up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 10 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 12/31/2017 Validated By John Henry Kampmann Jr. 10 Validation Checklist-Hardcopy Received Certificate of Independence FL5790 R10 COI 15-0401CertificationOfInder)endence.i)df 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 httnc•//flnrirlahnilrlino,nru/nr/nr ann rltl acnx9naram=wCTF.VXOxvtT)ntnmAC`T7nnmcRlkC)71Q 7/1/?015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D 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 FL# Model,Number or Name Description 5790.1 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 FL5790 R10 II 15-0401InstallationInstructions.Ddf Approved for use outside HVHZ:Yes Verified By:Trevor Johnson,P.E.PE-65624 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:This product shall not be installed within High FL5790 R10 AE 15-0401EvaluationReport.Ddf Velocity Hurricane Zone.For design loads and spans refer to Created by Independent Third Party:Yes engineered drawings(installation instructions). Back Next Contact Us::1940 North Monroe Street,Tallahassee Fl-32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 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: ®® eck h seeuri swnticir httnc //flnrirlahllilrlinn nrn/nr/nr ann tit] aenv?naram=,tarCrFV'YOxxrtT)ntT)mACT7nnmeRL-C)719 7/1/7()1 5 GENERAL NOTES: fQ 1. TW ENGINEERING,LLC.HAS W3.CONTROL OF THE MANUFACTURING,PERFORMANCE,OR INSTALLATION OF THIS PRODUCT:THESE GENERIC PLANS EVALUATION UATIO WERE ENGINEERED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES AND'TEST DATA PROVIDED BY THE MANUFACTURER. FENESTRATION TESTING LABORATORY,INC. B 2. THE,ROLL-UP,SHUTTERS SHOWN ON THIS,PRODUCT EVALUATION DOCUMENT.HAS BEEN DESIGNED IN ACCORDANCE WITH THE-5TH EDITION(2014) LABORATORY Na 4760 FLORIDA BUILDING CODE(FOC).AND THE 3009 INTERNATIONAL BUILDING CODE(IBC).THESE ROLL-UP SHUTTERS SHALL NOT BE INSTALLED IN HIGH_ DATE;DECEMBER 1,2005 2-3 VELOCITY HURRICANE ZONES,(MIAMI-DADE COUNIY/BROWARD CCU".ROLL-UP'SHUTTERS INSTALLED IN WIND ZONE 4(SEE FBC SECTION REPORT NO.,5 �y 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 REWIRED BY THE TESTING PROTOCOL:E330,E1888& 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'' 'r E1998,AND TAS 201 AT FENESTRATION TESTING LABORATORY,INC.AND AMERICAN TEST LAB OF SOUTH.FLORIDA PER THEIR REPORTS(SEE UST DESIGN PRESSURE-140.0 PSF OF REPORTS). LABORATORY No, 4744 3. LIMITATIONS OF USE: DATE:NOVEMBER 14.2005 REPORT N0::4 A. THIS PRODUCT SHALL NOT BE USED IN HIGH VELOCITY HURRICANE ZONES(SEE FBC SECTION 202), FILEN UMBER_05-418 TESTING PROTOCOL'E330,E1886 B. THIS PRODUCT IS QUALIFIED AS'WON POROUS'THEREFORE GLASS SEPARATION IS NOT REQUIRED EXCEPT FOR THE FOLLOWING LOCATIONS. EISPG-OZ MAXIMUM WIDTH TESTED-97• A ESSENTIAL FACIUMES,AS DEFINED IN ASCE 7-10 DESIGN PRESSURE-45 PSF A • WHERE THE SPECIFYING AUTHORITY'HAS SPECIFIED OPTIONAL ADDITIONAL PASS/FAIL CRITERIA IN ACCORDANCE WITH ASTM E1996 FOR LABORATORY No.. 4740 X ' WINO ZOFRE NE•4 AS DEFINED IN ASTM E1996 WITH MODIFICATION BY THE"FBC/IBC SECTION 1609.1:2.2(FDC:LOCATIONS WITH ULTIMATE RATE:NOVEMBER 14,2008 ��-��•• NO SPEED GREATER THAN 170•MPH). FILE LIREPORT N0.3 RmRm NUMBER 05-418 7E571NG PROTOCOL:E330,CIBBS-02& • INSTALLATION IN THESE LOCATIONS.SHALL MEET THE MINIMUM SEPARATION TO GLASS TABLES ON SHEEP 9.THE SEPARATION TO GLASS E1996-02 MAY BE REDUCED BY USING'STORM BARS ON SHEETS 18 TO 22 MAXIMUM WIDTHTESTED=120' C; INSTALLATION,WITH INTERMEDIATE,ENO.AND CORNER MULLIONS REQUIRE A FLORIDA PRODUCT APPROVAL FOR USE WITH THIS TYPE OF DESIGN PRESSURE=23 PSF SHUTTER SYSTEM. LABORATORY No. 4644. D. INSTALLATIONS SHALL NOT EXCEED THE MAXIMUM ALLOWABLE STRESS DESIGN(ASD)DESIGN RATINGS AND MAXIMUM SIZE LIMITS BELOW. DATE.JUNE 17,2005 . ULTIMATE DESIGN WIND LOADS DETERMINED 9f.THE FBG'AND ASCE'7-10 SWILL BE REDUCED TO ASD BY MULTIPLYING 0.6(SEE FSC SECTION REPORT NO.2 FILEHUMDER 05-418 1809,12.4). TLSDNslodG PROTOCOL•E330,E1886-02&• E1996-02 TYPICAL SINGLE UNIT ELEVATION 30 PSF MAX_PRESSURE O 278'MAX WIDTH MAXIMUM WIDTH TESTED-261• 140 PSF MAX.PRESSURE O 96•M4%.WIDTH DESIGN PRESSURE-80 PSF SINGLE SPAN UNIT INSTAUA110N-N.T. SEE.TABLES ON'SHEETS 7 THROUGH 22 LABORATORY Na.4598 E. IMPACT LEVEL D;9-1/4 LB'LARGE MISSILE IMPACT. DATE:APRIL 29,2005 y REPORT NO.1 ad F. ANCHORING OR LOADING GOND@ONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL FILE NUMBER 05-418 TESTING PROTOCOL:E330.EIBBS-02& 8 M. INCREASE IN ALLOWABLE STRESS.(1.33)HAS NOT BEEN INCORPORATED INTO THE DESIGN OF THIS PRODUCT. E1996-02 m Z 2-3 'MAXIMUM WIDTH TESTED-242.5' 4. R SHALL BE THE RESPONSISRAY OF THE'CONTRACTOR TO VERIFY THAT THE EXISTING STRUCTURE IS DESIGNED TO SUPPORT THE LOADS FROM DESIGN PRESSURE-80 PSP �'xpN THE SHUTTER SYSTEM AND MUWON&EXISTING'STIiUCTURES NOT ABLE TO SUPPORT THESE LOADS SHALL BE EVALUATED AS A SITE SPECIFIC, ME PROJECT.SEE NOTE 4 OF PRODUCT EVALUATION NOTES. LABORATORY M`2760 DATE AUGUST 31,2000 Ty-SEE TABLES ON SHEET 9(ETHER DIRECTION) REPORT NO.3 FILE NUMBER 00-256 TESTING PROTOCOL:.TAS 201 Tx-SEE TABLES ON SHEET 9 'STORM BARS TESTED:2.2x1/4,2x3.1/8, p DC 4x4.1/8.2x4.1/4 W T Tye SEE TABLES ON SHEET 9.(EITHER DIRECTION) AMERICAN TESTING LAB OF SOUTH FLORIDA " INC. .V END-RE'TExnON 7RACX5 NIH-RETENTION TRACKS LABORATORY No. 0928,01-09 � rL C S. ALL ALUMINUM EXTRUSIONS SHALL BE 6063 T6 AL.OY(UNLESS OTHERWISE NOTED OR CAN BE REPLACED WITH 6061-TO'ALLOY). DATE:FEBRUARY 2.2010 A CERTIFICATION No.09-0203.02 6. SHUTTERS MAY BE MOTOR,TAPE PULLEY,OR.GEAR DRIVEN. TESTING PROTOCOL E330-02.E1888-05 7. SHUTTER MANUFACTURE'S LABELS SHALL BE IN ACCORDANCE WITH SECTION 1710.8 OF THE FLORIDA BUILDING CODE M AXIE1996-OS Y z' MMUM WIDTH TESTED &120' ' DESIGN PRESSURE-622 PSF PSF&'100 PSF PRODUCT EVALUATION NOTES. 9 1, THIS PRODUCT EVALUATION DOCUMENT(P.E.O.))PREPARED 01'THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT:LE,WHERE,THE SITE.CONb1T10M5 DEVIATE FROM.THE P.E.D. 2. CONTRACTOR SHALL BE.RESPONSIBLE FOR THE SELECTION;PURCHASE•AND.INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVID �.---SLAT SPAN—►( }+--IS DOCUMENT. S SPIN —+I �—:LUT SPAN ---� 3. THIS PRODUCT EVALUATION DANDSHALL NOT OCUMENT WILTE FROM L BEHE LCONSIDEREO NDITIONS DETAILED IF AL{ITERED BY ANY MEANS. 4. SITE.SPECIFIC PROJECTS-SKA L BE PREPARED BY A FLORIDA.REGISTERED ENGINEER.OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE,PROPER USE:OF THE P.E.D.THE ENGINEER OF RECORD,ACTING a.•'�. 3 .6'•� TYPICAL.MULTIPLE UNIT ELEVATION AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER.SHALL SUBMIT SITE SPECIFIC DRAWINGS FOR REVIEW. INTEIUIEDIATE MULLION REQU¢ FOR INSTALLATION-N.T.S. ex[`HOR b FASTENING NOTES: b.:.w 1. ALL FASTENERS SHALL BE CORROSION RESISTANT'COATED CARBON STEEL AS PER DIN 50018 OR STAINLESS STEEL 3D4 OR 31B SERIES WITH 50 KSI YIELD POINT AND 90 KSI ULTIMATE TENSILE STRENGTH. O'••�' `; 2, NO EMBEDMENT INTO NON-STRUCTURAL COMPONENTS SUCH AS:STUCCO,TILE,SIDING,ETC:SHALL BE,CONSIDERED AS PMT OF THE EMBEDMENT. �j��-J�6,••n� .Q ``` 3. THE ANCHOR SPACING AND DESIGN PRESSURES ME VAUD FOR EDGE DISTANCES AND MINIMUM EMBEDMENT SHOWN ON SHEET 9.THE MINIMUM 'AA A FFFi(F1TL4,`\` EDGE.DISTM &CE FOR THE 1/4-14 5/16-24 DRIL-FLEE SCREW IS 1/2'AND SHALL BE ATTACHED TO 6063-T6 ALUMINUM OR A36 STEEL(OR L^V EXISTING STRUCTURE(n'P) CONCRETE.FILLED CYu,HOLLOW CMU,. ''TIMBER,'ALUMINUM,OR STEEL . ,d• r '.:0' Ci ;.•�'.,4,.*••*••., '.:4- :r `',.�:• _•�.• d •xr ? : 5/10.0 TAPCON O 12'D.C.(TTP) : .. t. 'e: •. •;:• •J•� v • • -9. BUILD-OUT HEADER yyyggggy���� . f 5 •' ) • o a•• •. (OPTIONAL) ; .a .r �` ... ' -F'.J • ♦ •'•. .a.a r e 1/4'e SELF-TAPPING A. •.. . d SMS O 12.O.C.(TP) r.•' :i SHUTTER.HOUSING 5/16-0 TAPCON, .r .. :" 3/8'0 ANCHOR. �. . 1/4-14 SCREWS,OR gggg 5/16-24 SCRERS(TVP) SLAT LOCK END CONNECTORTNON-PErDMON AN% 1/4.0 TAPCON 1/4"MA%.(SEE TRACK MOUNTTABLES EVERY OTHER STAT AT;EACH END 0 e'O.C.ON SHEETS 10&11 FOR 5/8'0 ACCESS HOLESPACING) 1/4-e TAPCONOLEO.Y MIN O B'O.C. 1 NON-RETENTION STAT ® ® '5/B!OR 13/16.0 (SEE SLA (SEE SLAT PERFORMANCE TABLE ACCESS HOLE(lYP) �� ON TRA K.SSHOWN ON'.SHEET Y'FOR 3'TRACK) ON SHEET 7 FOR 4-TRACK) A WALL MOUNT OPTION 1A)mi WALL MOUNT (OPTION 18) nWALL MOUNT (OPTION iC) + 31/4'END-REr8mnON TRAOC-N.T 3'NONHTErMMN TRAM•N.TS. 4'NON4tETUMCN TRACK•N.TA `• 1 1/2°(ST AOGERED STAGGERED .� to CZ Lu .w.,. ..I ••A•• -I 58MM SLAT 15 a 4 J d • SIDE RAIL/TRACK 5/16'0 TNCHOR. w 5/18'0 ANCHOR. 04 S ANCHOR, C g F 3/8'0 SCREW, R, 1-x4' 1/4-14 SCREW.OR 1'x3' OPTIONAL STAGGERED VERTICAL(OPTIONAL)BUILD-OUT 1/4-14 SCREW,OR' 2-x4' OPTIONAL STAGGERED ATTACHMENT (OPTIONAL) Y 5/16-24 SCREW(TYP) 5'x4' ATTACHMENT (SEE 3'[A/16�24 SCREW 11L0-OUT TABUS ON J-x3' '(SEE 4.BUILD-OUT TABLES ON SHEETS 12&13 FOR SPACING)- 1/B'OR 1/4'WALL THICKNESS -� SHEETS 11 k 12 FOR:SPACING) (SEE TRACK MOUNT TABLES ON END-RETENTION SHEET 11 FOR THICKNESS) 1/4'0 SELF-TAPPING SMS,(TIP)TRACK SHN END-RETENTION 1/8'OR 1/4'•WALL THICKNESS OPEN ACE AANNDD W o TRACK'-SHOWN (SEE TRACK MOUNT TABLES ON NON-RETENTION i4 NSCE nuR SHEET 11 FOR THICKNESS) TRACKS SIMILAR ® L2'x2'x1/B"ALUM.(iYP) , A KS STAT LOCK END CONNECTOR SLAT LOCK END CONNECTOR -• �� • !i EVERY OTHER STAT AT EACH ENO EVETii OTHER SLAT AT EACH END • mj: ��• i. 1/4-14 SCREW..OR 1/4-74 SCREW,OR T ' t/8'THICK ALUM ANGLE SILL- 5/18-24 SCREW(TYP.) 5/18-24 SCREW(TTP) - (OPTIONAL) 0:2'YIN 0.2-MIN (SEE TRACK MOUNT TABLES (SEE TRACK MOUNT-TABLES ON SHEET 11 FOR SPACING TOLE(") ON SHEET 11 FOR SPACING) S/8'0 ACCESS HOLE(TYP) r .!.•.,'' ,O 6 BUILD-OUT SILL d I 1 4'BUILD-OUT OPTION 2A A 3' BUILD-OUT OPTION 2B BUILD-OUT SECTION (DvnaNAL) - 's p A E1D-NEIBft10N RlANa1E7FATI0N- BJO-RETENTION 6TA7tFRETENTION-N.TS. ENPRE181fI0N 6NON-RETENRON•N.TS. !�j�jy-•�n4r4 NOTE: ACCESS HOLES FOR 3/6-ANCHORS ARE 13/16.0 eV "d T04CORSRE7E,FILLED CMG STRUCTURE 1011,,1110LLCN CMU, 5/16"m TAPCON(TY►) '•' TIMBER,ALUMINUM.OR STEEL OPTIONAL STAGGERED OPTIONAL STAGGERED (ENOCAP SYSTEM ONLY ATTACHMENT ATTACHMENT 5/1670 TAPCON,3/8"0 ANCHOR, 5/16-0 TAPCON,3/8.0 ANCHOR, ' 1/4-T4 SCREW,OR 5/16-24 SCREW(TYP) 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) ••: ;r,• ••�' (SEE 4',3 OR 2'BUILD-IN TABLES ON (SEE 3'OR 2'DUfLD-N TABLES ON •+.a'' i +� SHEETS 14 TO'17 FOR SPACING) .:5 !a i, SHEETS 1S TO 17 FOR SPACING) : .. 'e-'.• q••• �,. �,e:.1...:e' •• _I. ., NOTE: NOTE: ~'e ! •. SEE BUILD-IN TABLE SEE BUILD IN TABLE - CORRESPONDING TO THE u� 0'-•- ,f•• Z•%4" CORRESPONDING TO w •'.�',.. �... BUILD-IN WIDTH AGAINST THE Am. en THE BUILD-IN WIDTH 2•x3• EMSTNG STRUCTUREg. o •� •T. 3"s4" AGAINST THE ,y¢,+. .. .: ,. .r 3•%3' . •. EX�STNG STRUCTURE a G a.a,•' 4"%4' rn 1/6'OR 1/4"WALL THICKNESS. 1/8'OR 1/4'WALL a •• (SEE TRACK MOUNT TABLES ON THICKNESS.((SEE TRACK '' t'• SHEEP 11 FOR THICKNESS) O 'Y NOUNT'TAIl ON i.•• � .• !i•. _ '.�.' SHEET 11 FOR THICKNESS) SLAT LOCK END CONNECTOR SLAT LOCK END CONNECTOR EVERY-OTHER SLAT AT EACH END EVERT OTHER SIAL AT EACH END 333 O.2"MN 4, 0.2'MIN END—RETENTION TRICK SHOWN.OPEN FACE END—RETENTION TRACK SHOWN,OPEN FACE 5/8"0 ACCESS HOLE(TYP) AND NON-RETENTION TRACKS SIMRAR5/8'0 ACCESS HOLE(TYP) AND NON-RETENTION TRACKS SIMILAR mm 1/4-14 SCREW,OR.5/16-24 SCREW(TYP) 1/4-14 SCREW,OR 5/16-24 SCREW CIYP) (SEE TRACK MOUNT TABLES ON (SEE TRACK MOUNT TABLES SHEET II FOR SPACING) ON SHEET 11 FOR SPACDIG) O 4Y9 n4",3" OR 2" BUILD-IN(OPTION 3A) n3",OR 2" BUILD-IN(OPTION 39) 5/8'ACCESS HOLE(TTP) ENDRE7ENrtON8NOi6E781110N-N.TS LT7[YPETENTION B NON-RETENTTQN-N.7S. m SHUTTER HOUSING WEE — � 1/4-14 SCREW OR 5/16-24 SCREW(TYP) �Oy (SEE TRACK MOUNT TABLES �p ON SHEET 11 FOR SPACING) ara d W'x3'xJ/B"'ALUM. 58MM SLAT -Y ._ ,a L3'WX3/8"ALUM. C 0 SIDE RAIL/TRACK p OC 5/18'0 TAPCON,3/8-0 ANCHOR ', .• W •� -1/4-14 SCREW,OR 5/16-24 SCREW(EYP) •. .� . (SEE 3/8.ANGLES TABLE ON .. •' •4,•'..- •• SHEETS 16& 17.FOR SPACING) Ll oil '1/4-14 SCREW.OR 5/16-24 SCREW(TYP) i (SEE TRACK MOUNT TABLESVERTICAL BUILD-IN SLAT LOCK END CONNECTOR !• '�.'•a . ON SHEEP 11 FOR SPACING) EVERY OTHER SLAT AT EACH END Y 0;2'61IN '•^ END-RETENTION TRACK SHOWN,OPEN FACE - • pqp � • .AND NON-RETENTION TRACKS SIMIUR •;.:,a »•a'' : •-••''� a'y 5/8'0 ACCESS ROLE(TYP) . SLAT LOCK FIJD CONNECTOR ','• '• :�•`• 5/180 TAPCON,3/8'0 ANCHOR ,�\�� •i . y '• •• EVERY OTHER SLAT AT EACH ENO (SEE 3/8'ANGLES ON SCREW(TYP) `Z0, 0.2'MIN SHEETS 16&17 FOR SPACING) 40, 5/0-s ACCESS HOLE(i W) O:� C. Y END-RETENTION TRACK SHOWN,OPEN FAZE 1; d AND NON-RETENTION TRACKS SIMILAR' nL3x3x3/8 ANGLE BUILD-IN(OPTION 4A) L3x4x3 B ANGLE BUILD-IN OPTION 4B nBUILD-IN SECTION �o�:.� e �. ENDAETENTION®NON4MTENTNON-N.TS OJDRETENRON&NON47ETBffION-N.TS. ENbRE1TNTION B'NDN-RE78lOON-N.TS �,�p1�� ".,b xi: �{(.`,� NOTE; ACCESS HOLES FOR 3/8'ANCHORS ARE 13/18"0 1lII11114 ar7 0 BUILD-IN,BUILD-OUT,END, EXISTING STRUCTURE UP 70 350 LBS SHUTTER WEIGHT WITH: INTERMEDIATE MULLK)N OR-CORNER MULLION TIMBER. CONCRETE.UMINUM COMRU,�LOW CMU' (4)5/16.0 TAPCONS-OR UP TO 100 LDS SHUTTER WEIGHT WITH: UP TO 200 LBS SHUTTER WEIGHT WITH: (6)1/4,0x1"SMS •. - (2)5/16`TAPCON OR (3)S/16"0 TAPCONS OR (3) i/4'0x1'SMS (4) 1/4'0x1'SMS ° ,fle—1/4'0 SELF-TAPPING SMS(TYP) 5716'0 TAPCON(TYP) at ———— ———— —_—— ———— MOUNTING BRACKET ———— ———— ———— ———— B1DRE1T NT10N Q NON-REf@IRON INSTALLATION-N.Ta STEEL BRACKET STEEL BRACKET Sim BRACKET � MOUNTING BRACKET INSTALLATION EN"ETENTION R NON-PETEN7[ON 967AUA71ON-N.TS �y / B10 Zs 7f. 1 3/18"0 ALUM.POP-RIVETS F•� t' ROLL FORM..030 TO.050 ALUM.HOOD GEM T PLATE OR ® �.• BACK RA WECKEToF:y 1.•. 3/16'0 ALUM.POP-RTS (TW 1/4.0 TAPCON a 116'O.Cow) 1%4'0 SELF-TAPPING SMS • 1/B"HOOD ANGLE 1/6'H000 ANI•�'S SIDE RAIL A 1/4'0 SELF-TAPPING SMS a' MSx7 O e ete"O.C.(TYP) z vC 1/4"0 TAPM COH a IS-O.C.(TYP,) GEOR TUBULAR MOTOR W STEEL OR XUM:TUBEIMNE CAP 70MM UP TO 120 SF OR 160' 760M,1AMj CUSTOM HOOD WALL ATTACHMENT CUSTOM HOOD CEILING ATTACHMENT100LMM OVER 120 SF OR 160• BEARING PLATE OR 810x3/4"TEKS END•RETENnON S NON4IETENTION INSTALLATION-NETS. ENDAETENIMN 9 NON4MTENFION IWAUATKM-N.TS. IDLER SUPPORT Y SID.OR ADJ.PIVOT 3 DI F CAST SIDE CAP •� � 8"TO 14' RROOLLL FORM.030 TO.050 ALUM.HOOD SIDE •4 ),.1 ``♦�O�• ��"•: /'�/jam 4 810x3/4'TEKS 2.4 SIDE RAIL = di END CAP COMPONENTS AND ASSEMBLY 'END-RETEDTION 8 NONAVINITION INSTALLATION-KTS. �i�9�•• b �� ALUMINUM HOOD COVER FN7D•REiT3!lTiON 6 NON41ETB7BON DbTALLATION=N.TS. 2.965' flax 2 1/2"SMS 55 318 FN }r-- 1.060' OR LONGER 0.312' �I ,.364• ACETAL END CONNECTOR 0.065• 0.159' T6.062" TT O O 58 MM SLAT 0.069' 0.057' 'r 0.316• 800' 2130• .079" 11To' :0.725• 1.b51' 0,754"�I Fes" 0.168- --�{ O.S12' � O 0.057' 0.070' OAeb- 0.125• 0.252' 0.069' 0.139' --•�-h- 0.100' 0.775• x� 1.150" 1.291' 0.100' „ ai b.,25 °43' I 6063-T6 ALUMINUM 3 SIDE RAIL alio• ]'NON-RETENTION TRAM-SCALE 1:1 SIDE RAIL �� b.188' 4.000' 0:100' 333 3.243• 1.291• 0.231' 6063-T6 ALUMINUM 3 1/4"SIDE RAIL 3174•END-RETENTION OPEN FACE M=-SCALE I:1 3245' 0.100' 0.125' 0.250•-•� ,��• 0:070• 0.126' 0.775' END CONNECTOR DETAIL 1.291• '0:725' 0.434•fL� 1 INSTALLAnON- x� 0.100, 0.188 0.187" 0.125' 1,�• O�rCY, NYLON 6 END CONNECTOR �Z= 0.100'. .0.125' .. 0.231•--� ftOK 1'SMS CM OSS 31 FH R LONUR �11 +t }�0.120' 1.150+ 0.070• 0.776• 6063-T6 ALUMINUM 4"SIDE RAIL 0.100- 0.125 34--x}0.44'NON-RETUMON TRACK-SCALE I:1 O' 58 MM SLAT 0.100' I O �pp L2:697" 0.375 WT10.160' 188"--' O.d00• �� O O V � ��••Q 063-T6 ALUMINUM 3 1 4"SIDE RAI ® E) 0.660' O ' 31/4'B1D-REIENIfON STANDARD TRAOC- :t77 .410' 2.286• 1.606• SLAT LOCK END CONNECTOe ETENTION.IN6TALLATTON•SCAIE 1:1 0.125• ,q v' 2.394" 2.697' \ z 3 0.552' S1DE RAIL {+ 2.645• _ `�����• ��'' /�y�ii a2D3' 0.191• I 063-T6 ALUMINUM 58MM SLA = 6 oNeNDN-REIE1NnoNsur- 1.608' NOTES: MOWL 10,000 K51 ��7\1►A•�'•• b tb MOMENT OF INERTIA I e.046 IN74/FT SECTIO SECTIONAL A-im 3 iN-�N SLAT END CONNECTOR END CONNECTOR DETAIL �.,�� •*P\\\� NON-IACrENT10N UISTALLA71ON-SCALE 1:1 LAT LOCK END'CONNECTO. NON-RErENDON INSTALLATION-N.TS. ' 1111111\}. 4CV InaN aarutAnoN•sra1E AL1 ANGLE BUILD-INS.(TW) 4-,37,OR r BUILD-INS(TP) 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) (TYPICAL ATTACHMENT OR (SEE BUILD-INS TABLES ON ALTERNATE ATTACHMENT) ENO MULLION END MUWON SHEETS 14 TO 17 FOR SPACING) END MULLION 1/4-14 SCREW,.OR 5/16-24 SCREW(TYP) (SEE 3/e-ANGLES TABLES ON SHEET 17 FOR SPACING)NOTE. NOTE: �► END MULLION END MULLION 1/4-14 SCREW,OR INSTALLATIONS SHALL INSTALLATIONS SHALL NOTE: 5/16-24 SCREW(TVP) HAVE A rXORIOA HAVE A FLORIDA END MULLION PRODUCT APPROVAL PRODUCT APPROVAL INSTALLATIONS SHALL (SEE TRACK MOUNTTABLES f31 FOR.THIS TYPE OF FOR THIS TE OF HAVE A FLORIDA 'ON SHEE WT 11 FOR SPACING) •�� �R SHUTTER SYSTEM SHUTTER SYSTEM FPRODUCT OR DUCT TYPE OF APPROVAL @� SHUTTER SYSTEM OR ENO-RETENTION TRACK SHOWN,OPEN FACE �FJ.i 1/4-14 SCREW,OR 1/4-14 SCREW,(SEES/TRACK MOUHf STABLES) AND NON-RETENTION TRACKS SIMILAR(TYP) � E END-RETENTION TRACK SHOWN,OPEN FACE 5/1B-24 SCREW(TVP) END-RETENTION TRACK SHOWN,OPEN FACE ON SHEET 11 FOR SPACING) :� •'{ SHEETTRACK MOUNT OR SPACING) AND NON-RETENTION TRACKS SIMILAR(TYP)ON AND NON-RETENTION TRACKS SIMILAR(TYP) g nTYPICAL END MULLION(OPTION 5A1 SEND MULLION W/BUILD-INS(OPTION 5B)' WEND MULLION W/ANGLES(OPTION 5C) f31DRETEMTON 5 NONFRETB4RON-N.TS. @1D-RETFNTiON O NONREIFNTION•N.TS. END-RETENTION S NONf1EfEN110N•H.TS. Z INTERMEDIATE 4UUJON INTERMEDIATE YLfL110N INTERMEDIATE MULLION y 1/4-14 SCREW,OR 5/16-24 SCREW(TTP) ANGLE BUILD-MS•(TW) Is (TYPICAL NOTE: NOTE. (SEE BUILD-MATTACHIIETIT) S'TABLES ON NOTE;' TIL Z INTERMEDIATE INTERMEDIATE SHEETS 14 TO 17 FOR SPACING) INTERMEDKTE m` MULLION MULLION IAULLION NSTALLATIONS SHALL 5/6-24 SCREW 4 SCREW,OR (IYP) .=-�� HAVE INSTALLATIONS!SHALL HAVE A TONS SHALL HAVE A FLORIDAFRI -HAVE A FLORIDA HAVE A FLORIDAAPPR (TEE 31 r ANGLES TABLET n- PRODUCT APPROVAL PRODUCT APPROVAL PEIODUCT APPROVAL ON SHEET 17 FOR SPACING) J FSHUHUTTEERS�LOF .FHRV ESR YSSTTYPE EM FOR THS TWE OF J SHUTTER SYSTEM 0 1/4-14.SCREW,OR 1/4-14 SCREW OR O2 '5/16-24 SCREW(TVP) ,5/18 TRA SCREW(TVP) W (TEE TRAGIC MOUNT TABLES (SEE TRACK F Ri TABUS ON SHEET 11 FOR SPACING) 4',3',DR 2'BUILD-INT(TVP) ON SHEET 11 FOR SPACING) •• ANGLE BUILD-INS(TYP) (OPTIONAL ALTERNATE ATTACHMENT) Y ' END-RETENTION TRACK SHOWN,OPEN FACE 1/4-14 SCREW,OR 5/16-24 SCREW(TVP) AND NON-RETENTION TRACKS SIMILAR(TYP) END-RETENRON TRACK SHOWN,OPEN FACE , (SEE TRACT(MOUNT TABLES AND NON-RETENTION TRACKS SIMILAR(TYP) ON.SHEET it FOR SPACING) END-RETENTION TRACK SHOWN,OPEN FACE `,%\R(` p AND NON-RETENTION 7RA.CKS SIMILAR(TYP) ,� s Ns TYPICAL INT.MULLION(OPTION 6A) INT.MULLION W/BUILD-INS(OPTION 6B) INT.MULLION W/ANGLES(OPTION 60 ENDRETBIIION A NON-REIEMTON-N.T:S. FNDELETB4RON BNONRETBITION-NT8 'ENDRETT31TION d.NONRETENTION-N.T.S. IIIIIITAA0' 1 CAD !V �p5 1/4-14 SCREW.OR 5/16-24 SCREW(TYP) (SEE BUILD-INS TABLES ON SHEETS 14 TO 17 FOR SPACING) ANGLE BUILD-INS(TYP) CORNER MULLION (TYPICAL ATTACHMENT OR ALTERNATE ATTACHMENT) 4,3.OR 2'BUILD-MS(EYP) 1/4-14 SCREW,OR .CORNER MUWON 5/16-24 SCREW(TYP) (SEE 3/8'ANGLES TABLES ON SHEET 17 FOR SPACING) 7a. NOEL 1/4-14 SCREW,OR CORNER MULLION NOTE: (S 6-24 SCREW.(EYP) INSTALLATIONS SHALL NOTE. CORNER MULLION (SEE TRACK MOUNT TABLES n CORNER MUWON ON SHEEP 11 FOR SPACING) HAVE,A FLORIDA INSTALLATIONS SHALL PRODUCT APPROVAL INSTALLATIL ALL HAVE A FLORIDA FORTMS TYPE.OF HAVE A FPRODUCT APPROVAL , SHUTTER SYSTEM PRODUCT VAL FOR THIS TYPE OF FOR THIS FSHUTTER SYSTEM SHl1TTER 2s 1/4-14 SCREW.OR 1/1-1/SCREW,OR 5/18-.24 SCREW(EYP) ENC.ETENTION TRACK SHOWN.OPEN FACE END-RETENTION TRACK SHOWN,OPEN FACE 5/16-24 SCREW(TYP) (SEE TRACK MOUNT 7ABl1S AND NON-RETENTION TRACKS SUTAR(EYP) AND NON-RETENTION TRACKS SIMILAR(TYP) (SEE TRACK MOUNT TABLES END-RETENTION TRACK SHOWN,OPEN FACE ON SHEET 11 FOR SPACING) Z ON SHEET it FOR SPACING) AND NON-RETENTION TRACKS SIMILAR(EYP) TYPICAL CORNER_MULLION(OPTION 7A) CORNER MULLION W/BUILD=INS(OPTION 7B) nCORNER MULLION W/ANGLES(OPTION 7C) BIDAEIBiRd/DNOTFRETERDON-NTS D END41Ef9TDON d NOWRETEMION-NTS am4mTENAON 6 NONAEFUNTION-NTS. O� mx� Elm !FORANY PERFORMANCE �� RETENTICN TRACK IMUM DESIGN. SLAT PERFORMANCE (STAGGERED) 4� URE OF A SINGLE T NON-RETENTION TRACK Z AT VALE FOR ANY W T ATTACHED AND MAIIAIUM DESIGN CONFIGURATICH 'PRESSURE OF A SINGLE +. UNIT SLAT MLL FOR ANY d v PRESSURE HEIGHT ATTACHED AND PSF FOR ANY CONFIGURATION . 65 58 SLAT SPAN PRESSURE 52 PSF �L VERTICAL BUILD-OUT C $ 7r 65 'OR BUILD-N 4376' S8 40 80' 52 o 96' 38 49 ID 1D), 34 �• 40 7 104' 31 9r 35 `��O�A .• r.�'.,.. ��♦,♦,+ •108' 28 B6' 30 412' 25 116 22 NOTE:THE NDN-RETENTION STAGGERED SPACING DETAIL 120' 2D SLAT SPANS OR DESIGN OFMK-.LATTACNNEIITLNSTAIIATION-N.T.S •�;LM �(. WIND_LOAD SHALL NOT EXCEED THE'SLAT d% CORNER MULLION ELEVATION NOTE THE NON-RETENTION SLAT SPANS PERFORMANCE'TABLES FOR SDiHE OR MULTIPLE MULLION INSTAilATICf15'-N.TS OR DESIGN WIND LOADANY CONFIGURATION. ,SHALL NOT ♦,�7��,.. B, x EXCEED THE SLAT PERFORMANCE' TABLES FOR ANY CONFIGURATION. //// AAF lilt"" III%%4 w� o A� 8 m� I N3\ I I EO ED o � moo= I —�--�-- �0 A ---�--��0 --- 2"6 y — ——— ' �- SLAT LOCK(TTP) ^, I I I POLYCARBONATE BUTT JOINT(TP) I I I =m qox SLAT SPAN �2n� GROUPED VIEWPORT UNMELEVATION SM MCA MULTIPLE UAOT INSTAUAMONS-N.TS. TYPICAL VIEWPORT WINDOW DETAIL GROUPED CON MM-nON SH01YN ALTERNATING SWILAR-N.T.S. H N? 0.085.• +�}� 8 VIEWPORT SLAT PERFCRIAANCE I I POLYCARBONATE WINDOW 10'MN.48•MAX.LENGTH ,SOS z 2-3 END-RETENTION TRACKS ONLY r� �n MAXIMUM DESIGN PRESSURE OF A I NOTES: TENSILE YIELD STRENGTH ASTM D8 9x40 PSI SINGLE IINITSLATWALLFOR ANY I 83FLEXURAL STRENGTH AT YIELD ASTM D790 13.400 PSI J FLEXURAL MODULUS ASTM D790 345.000 PSI —! HEKGITATTACHED WITHt•X3• NOTCHED IZOD ASTM 0256 17 FT-LOAN0 POLYCARDONATEMEWPOFLT 1.438• SMOKE DENSITY ASTM D2843 ".SX MAX O� WINDON6 FOR ANY RATE OF BURNING ASTM D635 C-1 CLASS Z. SELF IGNITION ASTM 01929 980'F Lu m CONFIGURATION TENSILE STRENGTH AFTER WEATHERING ASTM D63B 8.84D PSI kt TENSILE STRENGTH SEFDRE WFATHERMG ASTM 0638 8.880 PSI �" SUIT.SPANPRESSURE SPECIFIC GRAVITY ASTM 0792 0.043 LB/IN' �. a PSF C• g 120.• 100 aria 13r 126, 9T POLYCARBONATE VIEWPORT WINDOW v g � a 138` 94 SASICTNNOVAMVERASTICLEXAN103RBIN-SC"L•L 144' 91 0 q. 150' 86 u� 156• '81 162• 77 o.37s 1.000' 0,899• qL o Ll 168' 7J 0.410° WINDOW SUIT LOCK(iYP) 174' 69 CUTOUIT0.125' SLAT SPAN180' --••• i7 :ices 41,'• • 66 � ALTEATING VIEWPORT UNIT ELEVATION tsz eD 0'562' RNZ ` SINE OR MWIPLE LAITTI TAUA7RX15'N.7S. _`'f T•W GL •2W r� •O 0.203' 0.19•T��O':�i 2.698' nS NOTE FOR ATTACHMENT DETAILS SEE SHEETS 2 THRU 7 NOTE THE VIEWPORT SLAT SPANS OR DESIGN WIND LOADS SHALL NOT EXCEED IRE'VIEWPORT SLAT 6063-T6 ALUMINUM 58MM SLAT PERFORMANCE-TABLES FOR ANY CONFIGURATION. END-RETENTION VMWPORTSTA7-SCALE 1:1 OD LOADS ON EKISTING STRUCTURE FROM SHUTTER SYSTEM END-RETENTION TRACKS NCN-RETENTION TRACKS Tx=PARALLEL LOADS(PLF) MINIMUM SEPARATION TO GLASS(INCHES)REWIRED FOR MINIMUM SEPARATION TO GLASS(INCHES)REQUIRED FOR SLAT PRESSURE.(PSF) INSTALLATION IN WND ZONE4 OR ESSENTIALFACILITIESINSTALLATION IN WND ZONE 4 OR ESSENTIAL FACILITIES SPAN 140 130 120 110 100 I 9D 80 1 70 80 50 40 30 SLAT PRESSURE PSF SLAT PRESSURE PSF 36' 210 195 ISO 185 150 135 120 '105 90 75 60 45 SPAN 140 130 120 110 100 90 BO 70 60 50 40 30 SPAN 8S 60 55 50 45 40 35 30 25 20 g 48' 2BD 280 240 22D 200 180 160 140 120 100 80 60 36' 23 2.2 2:0. 20 20 ZD 20 20 20 20 2.0 20 56' 20 2.0 20 20 20 20 20 2.0 20 2.0 q 60' 798 652 513 367 250 725 200 '175 150 125 100- TS 46• 19 3.7 -3.4 3.1 29 25 23 Z1 2.0 20 20 20 60` 22 2.1 2D 20 2.0 20 20 2.0 20 20 G!R� 60' 46 4.7 4.6 45 4.4 4.2 4.1 38 3.3 28 38 20 64' 29 2.7 24 2.2 2.0 20 20 28 20 2.0 72' 1780 1595 1410 '1225 1040 854 868 482 296 150' 120 90 � 72' 5.4 32 6:1 5:0 '48 4.7 4.6 45 4.3 4.2 4.1 3.1 68' 3.7 3.4 3:1 28 2.5 '2.3 20. 2.0 20 20 84' 2659 2427 2194, 1570 4735 1502 1276 1042 .806 571 334 105' 96' 3483 3211 2938 2664 2382 2107 1823 1539 1262 976 889 401 84' 5.9 -.5.8 5.8 55 6.3 5.2 5.0 4.91 4.8 4.6 AS 4.3 72' 4.8 4,3 3.9 3.6 32 Z,8 2.5 2.1 20 2,0 _ 108' 4296 3974 3654 '3331 3007 2675 2349' 2014 1686 1348 1009 670 96' &5 6.3 6.7 '6A 5.8 5.7 55 5.8 5.2 5.0 4.9 4.7 76• 5.3 4.9 4.4 4.0 3.5 3.1 33 22 2:0 120' 5096 4727 4365 3983' 3619 3236 2860 2473 2085 1696 1304 911 tOB' 7.16:9 6J 6.6 6.4 6.2 6.0 58. 5.6 6S 5.3 &1 80' 6.0 .5.4 4:9 4.3 3:8. 3.3 2722 • , '120' 76 7.6 7.4 72 7.0 6:6 6:5 6.3 '6.1 5.9 5.7 5.5 84• - '6.6 5.9 5.3 4.6 4:0 3.3 2.6 !! 132' 5893 5476 5065 4221 3795 3388' 2930 2490 2D48 1594 1147 '132' &6' 0.3 8.1 7.9 7.6 7.4 7:1 6.9 6.6 8.4 6.1 5.9 88' 7.1 6.3 5.6 48 4.0 3. : g i 144' -5783 5293. 4821 4345 3867 3377 2885 .2389 1882 1372 -144' &91 8.6 BA 81 78 75 72 6.9 -6.6 6.3 92'- 7.6 6.6 5.7 158' 5941 ;5427 4902 4365 3832. 3279 2730 .2169 1595 156' 95 9.2 8.8 :&5 82 7.8 7.4 7.1 &7 96' - 79 6.7 6.6 4.5 "lilt. 168' 6025 5450' 4871 4279 3681 3071 2447 1817 168' 10.1 9.7 93 83 8.5 &1 7.6 72 1004 79 6.6 5.3 ISO, 5997 M. 4725 4076 3412 7733 2039 1817 10.7 102 9.7 92 8.7 82 7.7 104' 9.3 7.7 6.2 19Y 5864 5171 4470 1 3753 3012 .2261 192' 11:3' 10.7 1D.1 9.5 8.9 &2 108' 9.0 7.2 204' 5623' 4861 4094 3299 .2484 204• - i1.B 11.0 10.3 9.6 &9 11Y - 10.4 8.3 z 216' 8067 5257 4435 3588 2707 216' 12.1 11.3 10A 9.5 116' 9.6 Q� 228' 5649 4776 3865 2938 228• 13.3, 123 11.3 '10.2 i2o rmolz 240' - SW5108 4162 3162 240' - 14.7 13.5 12.3 11.0 25Y 5447 4438 3385 162' - 14.8 13.3 11.9 264' - 5786 4717 3509 284' - - 1&2 148 129 z� 276' 5002 3833 ZT6 15:9 13.9 0 CWO?� SE LOADS ON EXISTING STRUCTURE FROM SHUTTER SYSTEM TY-PERPENDICULAR LOADS(PLF) SLAT PRESSURE PSF O SPAN 140. 130 120 110 100 90 80 70 SO 50P62' 30 0 36' 212 197' 182 167 152 137 122 '107 92 77 .47 z W 48' 282 262 242 222 202 182 182 142 '1Y1 102 62 •. -69' 351 325 301 276 251 226 201 176 151 126' 76 72' 421 391 361 331 301 271 -241 211 '181 150, 91 Coeoa66Fied Hollow CMU Vbod d 84' 491 '456 4211. 386 350 315 :281 246 211 176 106 ANCHOR MhEd a WhEob.W. MltEeb.Min. a MTEeb.95' 580 520 481 441 400 381 :320 280 241 201 121 tl4'ULTRACONHFH 2' Y 2' 1114' 2' 2'108' 631 585. 541 496 454 405 361 315 '271 228 138- 5116'ULTR CONHFH 3172 Y - 3112' 114' 2'120' 701 650 601 551 501 450 401 350 300' 250 151 WOONFLEK 33W 317 13T 771 715 661 606 550 496 441' '366' 331 276 220 166 1/4'•20 SIDEINALKBOLT:WPANELMATE INSERT 312• '13x4' 3112' 1114' 2' Y 144' 721 650 600 540. 461 420 380 301 240 180. 1/4'PANELMATEPRO.PLUS.FEMALE.6TVAS- 212' T 2112' 1'1/4' 2' Y 156' 715 651 586 520 456. 390 326' 261 195 3l8'SDEWALKBOLT W POVERS DROPIN 312' .112• 4' 1114' W 188' 701 631 5111 491 .421 351 280 210 te 180' 675W560 376 301 225 ,♦♦14 � `1 19Y '401 320 240 204' 426' 340 255216' 451 361 ZTO228' - '476 380 .286240' SOD 400 301252' 625 421 318264' - 551 440 330 276' 461 345 %7'•. �. .. ,'',��7 Itllll 111444`4:V m o a TRACKMOUNT TRACKMOUNT TRACKMOUNT END-RETENTION TRACKS END-RETENTION TRACKS END-RETENTION TRACKS MAXIMUMDESIGNPRESSURE OFA.SINGIEUNIT-SLATMAXIMUM DESIGN PRESSUREDFASINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED WTH OFASINGLE UNIT SLAT 5H6'ELCOULTRACONHFH @6'O.C. 5H 6'.HFH ELCOULTRACON.@4'O.C. WALLFORANYHEIGHT $ �" CONC.& HOLLOW CONC,8 HOLLOW ATTACHED WITH TIMBER kPRF7RE 3VELCOCONFLEX.@8'O.C. ' FILLED CMU CMU FILLEO.CMU CMUD. STAT SPAN SLAT SPAN PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE CONC.B PSF PSF P FILLED CMU SLAT SPAN 54` 140 140 140: 89' 140 77 PRESSURE Sr 140 126 140 90' _ 140 86 (P9F) 60' 140 113 138 98' 130 61 98' 140 66' 140 92 111 102' 1.19 55 102• 129 72' 140 71 93 108' 109J43 59 108' 119 78' 126 65 78 114' 101 54 114' 110 a Be 112 67 68 120' 94 50 120' 10290`. 100 50 59 87 126' 9590 44 13T 82 43 132' 89102' B2. 40 47 77 138' 9475 38 144' 72 38 141' 79 I= 114' 69 33 39 150• 68 35 150' 75 W_ 30 35 156' 65 29 33 1 156' 71 m z= 126' S9 28 32 162' 61 27 31 16T. 57 4�y 26 30 188' 58 26 30 168' 64 ` �CL_ 138' 52 24 28 174• 55 25 28 '17W 61 144' 49 23 26 180' 53 23 Z7 180' 58 ,a 150' 46 21 24 _ 188' 51- 22 - 28 186' 56 Z 156' 43 20 23 192' 48 21 24 192' 53 W 16T 41 19 22 198' 46 20 23 198' 51' 168' 39 18 20 2D4' 45 20 22 204' 49 174' 37 17 19 ..210' 43 19 21 210' 47 ` :180' 35 16 18 216' 41 18 21 216' 46 186' 34 15 17 22T 40 18 20 22T 44 19T 32 15 17 ?28' 38 17 19 22W 42 Y 198' 31 14 15 234' 37 16 18 .234' 41 C: M. 30 13 15 240• 36 16 18 240' 40 C Ise , 210' 29 13 15 246' 35 15 17 246' 38 W 218' 27 12 14 252' 34 15 17 252' 37 22T 26 12 13 258' 33 14 H2" 256' 36 228' 26 12 13 264' 32 14 •284' 35 `♦�♦♦ 234' 25 11 12 270 31 13 270' 34 �24W 24 11 12 276' 30 13 '276' 33 4i;' •LL��YY Qft -moi NOTE:THE NON-RETENTION SLAT AND mEWPORT SLAT SPANS OR DESIGN WIND LOADS SHALL NOT EXCEED THE'SLAY PERFORMANCE`TABLES ON SHEETS 7 AND 8 FOR ANY CONFIGURATION. ice. �.• •6 .��,,,�,T1n n ♦ �,o :TRACK MOUNT TRACK MOUNT 4'BUILD-OUTS 4'BUILD-OUTS 4'BUILD-OUTS END•RETENTICN&NON-REIENTIONTRACKS ENO-RETENTION&NON-RETENTION TRACKS END-RETENTION&NON-RETENTION TRACKS- END-RETENTION&NCN-RETENTION TRACKS END-RETENTION&NON- RETENTION TRACKS MAXIMUM DESIGN PRESSURE OF A SINGLEUNIT SLAT MAXMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MA)aMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUMDESIGN PRESSURE OFASINGLE UNRSLAT MAXIMUM DESIGN PRESSURE WALL FOR ANY HEIGHT ATTACHED WITH WALL FCR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHEDNITH VMLL FOR ANY HEIGHT ATTACH ED WTH 114'-14 ELCO.ORIL-FLEX. 5116'-24 ELCO DAIL-FLEX 5118'ELCO ULTRACCN HFH @ 8'O.C. 5116'HFH ELCO ULTRACON @ 4-O.C. OF A SINGLE UNIT SLAT WALL FOR ANYHEIGHT � . @ IT O.C. @ B'O.C. @,V O.C. @ 4'O.C. ,@ S'O.C. @6.O.C. @ 4'O,C. CONG A .HOLLOWCONC.& HOLLOW ATTACHED VHTH SLAT SPAN � 116FALIST 114'AL15T 11B'ALIST 114'AL1ST SLAT SPAN 114'ALIST 114'AL1ST 114'ALIST FILLED CMU CMU TIMBER SLAT FILLED CMU CMU TIMBER 318-ELCO CONFLEX@8'O.C. � SLAT PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE CONC.& AF) PSFPSF PSF) (PSF) (PSF) (PSFj (PSF) (PSF PSF) (PSF) (PSF) SLAT SPAN FILLEDCMU _ 84' 80 123 114 140 84' 105 135 140 57' 140 129 140 60' 140 128 140 PRESSURE 90' 72 111 103 140 X. 94 121 140 fi0• 140 111 130 84• 140 101 132 96• 65 100 94 140 96' 95. 109 140 63• 140 96, 114 68 140 90 114 77 140 102' 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 74' 88 76' 125 68 86 80' 119 114' 51 77 73 113 114' 65 85 125 77 105 66 79 80' 112 59 76 64' 107 120,' 47 71 68 105 120' 60 79 116 T5' 95 58. 71 84' 102 52 68 88' 98 126' 41 66 64 98 126' -56 73 109 78' 87 52 64 88' 92 47 62 97 90 z 132' 41 62 60 91 137 52 68 102 81' 80 47 58 92' 84 42 56 96' 83 p 138' 38. 58 56 66 '138• 49 64 96 84• 74 43 53 96• 78 38 51 100• 76 144' 36 54 53 B1 144' 46 61 90 BT 68 39 4B 100' 72 34 47 104• 71am 150' 34 51 50 76 150' 43 57 85 36' 45 104` 67 31 43 108• 66 y 156' 32 49 48 72 156' -41 54- B1 93• 59 33 41 t0B' 62 29 40 117 62x = 162' 31 46 45 69 162' 39 51 77 30 38 112' SB 27 37 116' 58 C 168' 29 44 43 65 168' 37 49 73 99• 51 28 36 116' 54 25 34 120' 55 m Z 174' 28 42 41 62 174' 35 46 70 - 102' 48 26 33 120' 51 - 23 32 124' 52 p y 180' 27 40 40 59 180' 33. 44 67' 105' 46 24 31 124' 48 21 30 128' 49 �d 186' 26 38 38 67 186' 32 42 64 1081 43 22 29 128' 46 20 28 137 46 192' 24 36 36 54 192' 31 41 61 111' 41 21 28 132' 43 19 27 136' 44 ISI' 23 35 35 52 198• 29 .39- 59 114' 39- 20 26 136' 41 18 25 140' 42 p OAC 204' 23 33 34 50 204' 28 37• 56 117' 37 19 25 140' 1 39 17 24 144 40 W .210' 22 32 32 '48 210' 27 36 64 120' 35 18: 23 144• 37 16 23 148' 38 4 216.' 21 31 31 46 216' .26 35 52 123' 34 17 22 14W 35 15 22 157 36 222' 20 30 30 45 227 25 33 50 126' 32 16 21 157 34 14 21 158' 35 d 228' 19 29 29 43 228' 24 32 49 129' 31 15 20 156• 33 14 20 460' 33 •234' 19 28 28 42 234' 23' 31 47 132' 29 14 19 160' 31 13 19 164' 32 �L 240• 18 27 27 40 240• 22 30 '46 135' 28 14 •18 164 30 12 18 168' 31 248• 18 26 26 39 246' 22 29 44 138' 27 13 17 168• 29 12 17 177 30 C_ 252' 17 25 26 38 257 21 '28 43 T41F 26 12 17 177 28 11 17 176' 29 '25B' 17 24 25 37 258• 20 27 41 144' 25 12 16 176' 27 11 16 180• 28 16 264• 16 23 24 38 264' 20. 26 40 147' 24 41 15 180' 26 10 15 T84' 27 k o 270• 16 23 23 34 270' 19 26 39 150• 23 1116 1B4' 25 10 15 188' 26 278' 15 22 23 34 276' 19 25 38 153' 22 10 14 188' 24 10 14 192, 25 �%p,,1 ``��O�•;.• 1q� iii db NOTE,THE HON-RET04MN SLAT AND NEWPORT SLAT SPANS OR DESIGN VAND LOADS'SHALL NOT EXCEED THE'SLAT PERFORMANCE'TABLES ON SHEETS 7 AND B FOR ANY CONFIGURATION. s O•• n ��• � o P a 4'BUILD-OUTS 4'BUILD-OUTS 4'BUILD-OUTS 4'BUILD-OUTS 3'BUILD-OUTS END-RETFNTICNBNON- END-RETENTIONSNON- END-RETENTION&NON-RETENTION TRACKS END-RETENTION&NON-RETENTION TRACKS END-RETENTION BNON-RETENTION TRACKS RETENTION TRACKS RETENTION TRACKS MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT. WLMMUMDESIGN.PRESSUREOFASINGLEUNIT SLAT MARIMUMDESIGN PRESSURE OFASINGLE UNIT SLAT gg MAXIMUM DESIGN PRESSURE MAXHMUMDESIGN PRESSURE WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACH ED WITH WALL FOR ANY HEIGHT ATTACHED NTH' R OF.ASINCiEUNIT SLAT OFA.SINGLEUNIT SLAT 114t14ECCODRIL-FLEX 5116'-24ELCODRIL-FLOC 5116'ELCOULTRACONHFH O'8'O.C. WALL FOR ANY HEIGHT WALL FOR ANY HEIGHT ATTACHED NTH ATTACHEDYNTH @6.O.C. @8-D.C. H4'O.C. @4'O.C. T@'8'D.C. @WO.C. @4.O.C. CONC.& HOLLOW TIMBER . � � � 316'ELCOCONFLEX@6-D.C. .3A1•EL000ONFLEX®4'D.C. I&ALIST IWAUST 1/8'AUST' 1/4'AUST 114'AUST 114'ALIST 1/4'AL/ST FILLED CMU 'CMU - q' � "H SLAT SPAN. SLAT SPAN SLAT SPAN CONC.B CONIC. PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE FILLED CMU FILLED CMU PSF PSF) (PSF) (PSF) (PSF) (PSF) (PS SLAT SPAN SLAT SPAN PRESSURE PRESSURE 56' 140 140 140 140 w 109 131 140 521' 140 129 I'm •_. !i '(PSF)_ (PSF) SO' 12D 140 140: 140 7T 95 -114 140 60' 140 110 126 m IL 98' 109 108' 138 S4' 100 140 119 140 76' 63 101 139 63' 137 '95 110 100' 101 112' 130 68' 84 123 102 140 80 74 90 125 M6V 112 83 96 �- lit 104' 94 116' 122 1T 72 107 88 140. 84' 66 81 114 110 73 85108' 88 120' 116 76' 62 94 n 129 88' 59 73 103 99 65 76 1121 83 124' 110 SO' 54 84 68 115 921 53 67 95 90 58 68116' 78 128' 104 84' 46 75 80 104 96' 49 61 87 82 51 61 120' 74 132' 99 86' 43 68 54 95 100' 44 58 81 75 46 56 124' 70 136' 95 92' 38 62 49 87 104' 41- 52 75 69 42 51 128' 68 140' 90 98' 34 SB 44 80 108' 36 _ dB 70 63 38 47'132' 63 144' 87 100' 31 52 41 74 117 35 45 66 59 35 43 136• SO 148' 83 104' 28 48 37 Be 116' 33 42 62 93' 55 .32 40 140' S7 157 79 108' 1 28 44 34 84 120' 31 39 68 96' 51 29 '37 m= 144' 54 i56' 76 1121 24 41 32 60 124' 29 37 55 99' 48 27 34 p 146' S2 160' 73 116' 22 38 30 56 128' 27 35 52 102' 45 25 32 ; 1521 50 164' 70 12T 20 36 28 53 132' 25 33 49 105' 42 23 30 156' 48 168' 68 124' 19 34: 26 50 136' 24, 31 47 108' 40 22 28 160` 46 1721 65 128' 18 32' 24 47 '140' 23 30 45 111' 38 21 26 p OAC 164' 44 176' 63 132' V 30 23 45 144' 22 28 42 114' 36 19 25 W 168' 42 180' 81 135' 16 29 22 42 148' 21 27 41 1121 34 18 24 .. 172' 41 184' 59 '140' 15 27 20 40 152' 20 26 39 120' 33 17 22 17T 39 1B8' 57 144' 14 26 19 38 156' 19 25 37 123' 31 16 21 ' 180' 38 1921 55 148' 13 25 18 37 1F' 18 24 36 126' 30 15 20 184' 37 196' 64 IST 13, 23 18 35 164'' 17 23 34 129' 28 14 19 188' 35 200' 62 156' 12 22 17 34 168' 16 22 33 132' 27 14 48 � 3 192' _ 34 204' 51 160' 11 21 16 32 '172' 16 21 32 135' 26 13 17 �: p 19T 33 208' 49 164' 11 21 15 31 176' 15 20 31 138' 25 13 17 .200' 32 2121 46 '188' 10 20 15 30 L204- 14 19 30 141' 24 12 16 �' b 204' 31 216' 46 1721 10 19 /4 29 14 19 29 144' 23 11 15 � N. .210' 30 227 45 176' 10 16 14 28 13 18 27 14T 22 11 15 '218' 29 22W 43 180' 9 18 13 27 13 17 26 150' 22 '10 14 2221 28 23T 40 184' 9 17 13 26 12 16 24 153' '21 10 14 :b't'�•� R�� C� Qom," NOTE;THE NON-RETENTION SLAT AND VIEWPORf SLAT SPANS OR DESIGN WIND LOADS SWdI.NOT � �'•� EXCEED THE'SWT PERFORMANCE-TABLES ON'SIflrM 7 AND 8 FOR ANY CONFlGURATION. ,!��'7��• nb .��`� ,AAAAAI t11.111111E*-N N r • a WBUILO.OUTS 3'BUILD•OUTS 3'8UILD-O= 3'BUILD-OUTS 31 BUILD-OUTS YBUILD-OUTS r ENO-tETENTI0N8NONRETENTIONTRAKSGEND-RETENTION&N END-RETENTION&NOW END-RETENTION6NOW END-RETENTION BNON-RETENTKXJTRACKS END-RETENTION 8NON-RETENTION TRACKS RETENTION TRACKS RETENTION TRACKS RETENTION TRACKS. MAXIMUM.DESIGNPRESSURE OFASINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE LIN IT SLAT MAXIMUM DESIGN PRE MAXIMUM DESIGN PRESSURE MNOMUMDESIGN PRESSURE WALL FOR ANY HEIGHT ATTACHED 1MTH WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED WITH OF ASINGLE UNIT SLAT OFASINGLEUNIT SLAT CFASINGLEUNITSLAT 5N6 HFH ELCDULTRACON�4 O.C. 114'-14 ELCO DRIL FLIX 5/16-24 ELCODRIL FLIX WAIL FOR ANY HEIGHT WAILFORANYHELGHT WALL FORAY HEIGHT N CONO 6 HOLLOW TIMBERATTACHED WITH ATTACHED WITH ATTACF1Eif WTH @ w D.C. 01610.C. 9 4'O.C, @ 4'O.C. g r aQ @6'O.C. @ 4'O.C. SLAT SPAN FILLED CMU CMU 35'ELCO CONFLEX @ 8'O:C. '3W ELCO CONFLEX-®6'O.C. 34L'ELCO CONFLEX®4.O.C. "SLAT SPAN 15'ALST 1W ALST 1J8'ALST 114'MSLAT SPAN IST 114'ALIST 114•A11ST 1M'ALM S: PRESSURE PRESSURE- PRESSURE. CONC.B CONC.'8 CONC.B PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PSF - (PSF.) FRLEDCMU 'FILLED CMU FILLED CMU (P6 SF) ( PSF) PSF) P '( SLAT SPAN SLAT SPAN SLAT SPAN 60• 140 125 "140 PRESSURE PRESSURE PRESSURE 56' 140, 14D 140 140 68' 104 122 140 W '140' 104 125 (PSFl. (ASF) (ASP) 60' t16 140 136 140 72' 90 107 140 = '� 6814D 88 107 72' 135 64' 124 '96' 140 64' 98 134 114 140 76' 79 94 126 77 129' 75 93 76'. 120- 68' 113" 100' 133 68' 82 115 98 140 BO' 70 83 113 N 76' 114. 85 82 B0' 107 92' 104 104' 124 72' 70 100 .84 131 84' 82 75 102 60' 1D2 57 72 84' '97 96' 96 IDS, 117 76' 61 88 73 117 88' 56 68 93 '84' 92 50 64 68' 86 100' 1 89 112' 110 80' 53 79 '84 105 92' 50 62' 85 -88' 84 45- 58 92' 81 104' 83 116' 1D4 8T'--- 47 7D 57 95 96' 46 58 78 x 9Y 76 40 52 96' 74 108' TB 120' 98 88' 41 63 51 86 100' 42 52 72 p 96' 70 36 4B 100' 69: '112' 73 124' 93 9Y 37 56 45 79 104' 38 48 67 90 100' 65 33 44. 104' .64 116' 69 128' 68 96' 33 52 42 72 108' 35 44 63. 104' 60 30 40 108' 58 120' 65 132' BI 100' 48 39 67 112' 33 44 59 108' 56 28 37 112,' 56 '121' 61 136' 80 104' 27 44 35 62 116' 31 39 55 C 11Y 52 25 34 118• 62 128• 58 140' 76 108' 25 41 33 58 120' 1 29 1 36 52 116' 49 '23 32 120' 49 132' 55 144' 73 -117 23 38 30 54 124' 27 34 49 120' 46 22 30 124' 46 138' 52 146' .70 116', 21 38 28 50 128' 25 32 46 124' 44 20 28 128' 44 140' S0 152' 67 120' 20 33 26 47 132' 24 30 44 ,�.� 126' 41 19 26 132' 41 144' 48 156' 64 124' 16 31 24 46 136• 22 29' 42 13Y 39 18 25 136 39 198' 45 180' 82 128' 17. 29 23 /2 140' 21 27 40 136• 37 1T 23 140' 37152, 43 164' '60 13Y 18 2B 21 40 144' 20 26 38 140' 35 16 22 144' 36 156' 42 168' 57 136' 15 26 2D 38 148' 19 25 36 Z 144' 34 15 21' 148• 34 160' 40 172' 55 14W 14 29 19 36 152' 18 24 35 Lu 148• 32 14 20 152, 32 104' 38 176' 53' 144.• 13 24 18 34 156' 1 17 22 33 " 152, 31' 13 19 158' 31 18B' 37 18D' 52 148' 13 23 17 33 160' 17 22 1 32 d 168' 29 13 16 160' 30 172' 38 184' 50 152' 12 22 16 31 164' 16 21 31 160' 28 12 7 61' 29 17' 34 186' 158' 11 21 16 30 168' 15 20 29 164' 27 12 17 168' 28 180' 33 192' 47 160' 11 20 15 29 172' 15 19 28 ,go_ 168' 26 1 11 16 172' 20 164' 32 196' 45 164' 10 19 14 28 176' 14 18 27 17Y 25 11 1 1 176' 26 188' 31 200' 44 168' 10 18 14 27 160' 14 18 28 Y, . 176' 24 - 10' 15 _ 160' 25 Y92' 30 M. "43 172' t0 -1713 26 164' 13 17 25 18D' 23 '10 14 18P 24 '198' 29 216' 39 176' 9 17 13 25 189' 13 16 24 184' 22 9 14 188' 23 204' 27 228' 36 180' 9 15 12. 24 196• 12 15 - 23 1B8' 22 9 13 19Y 22 210' 28 237' .34 1B4' 8 16 12 23 204' 11 114 22 \,,`111 �•I 2 / NOTE:THE NDN—REIENNON SUIT AND%9EWPORR SLAT SPANS OR DESIGN.WIND LOADS SHALL NOT %L1 EXCEED THE''SLAT PERFORMANCE'TABLES ON SHEETS 7 AND 8 FOR ANY OONFMURATION. ��L,'o i 7.... I/ ���ry a 4'BUILD-INS 4'BUR.D•INS 4•BUILD•INS 4'BUILD•INS 4'BUILD•INS 4'BUILD-INS END•RETENTION'&NON-RETENTION TRACKS ENO-RETENTICN&NON•RETENTION TRACKS END-RETENTION&NOW END-RETENTION&NON- END-RETENTION&NOW END-RETENTION&NON-RETENTION TRACKS MA>aMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT TRACKS RETENTION.TRACKS RETENTION TRACKS SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT 'MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE g W1ILLFORANYHEIGHTATTACHEDVATH 419�1LFCRANYHEIGHTATTACH®�IMTH N&1LLFOR ANY HEIGHT ATTACHED WITH R SU 57T6'ELCOULTRACON HFH @6'O.C. 5116-HFH 0.00 ULTRACON @4•O.C. OF A SINGLE UNIT SLAT' OF ASINGLENIT SLAT OF A SINGLE UNIT SLAT 1l4'•140.CODRIL-FLEX VOVLLFORANYHEIGHT W'ALLFORANYHEIGHT WALLFOR'ANYHEIGHT Will CONC.& HOLLOW TIMBER CONC.& HOLLOW TIMBERATTACHED KITH ATTACNEDWITH ATTACHED WITH @6.O.C. @S'ac. @4'D.C. @4'O.C. SLAT SPAN SLAT SPAN FILLED CMU CMU FILLED CMU. CMU 3/8'0. -0C000NFLEX@8' .C: 318'ELCOCONFLEX@6.O.C. 3/8'0. SLAT SPANWT COCONFLEX04.O.C. IVAL114'AUST lI8'Al/9T 11VAUST PRESSURE PRESSURE. PRESSURE PRESSURE PRESSURE PRESSURE CONC.& CONC.B CQ4C.8 PRESSURE PRESSURE PRESSURE PRESSURE pSF SF PS PSF (P PSF FILLED CMU FILLED CMU FILLEOCMU. PSF PSF .. „ SLAT SPAN SLAT SPAN SLAT SPAN 5T 140 123 140 80' 140 124 110 PRESSURE PRESSURE PRESSURE 56' 133 MO 140 140 60' 140 107 130 64' 140 105' 140 (PSFY (PSF) (PSF) 60' 109 140 12S 140 41 5 63' '140 93 115' 68' 140 90 122 72' 136 84' 129 96' 140 64' 91 132 107 140 SB' '133 82 103' 77 140 78 WB 78' 122 88' 119 100• 140 68' 77 115 92 _ 140 ST 121 73 93 76' 134 88 96 BO' 110 9T 110 104' 134 7T 66 101 79 -135 7T 110 65 84 60' 121 61 87' 84' 101 96' 102 108' 126 76' 57 89 69 .121 75' 100 5B 76 84' 11f 64 .79 88' 92 100' 95 112' 119 ST 50 80 62 109 7B' 93 53 70 68' 102 49 72 92' 85 104' 89 116' 113 54' 44 73 65 100 z 81' 88 4B 64 9T 94 - 44 66 96' 79 108' 84 120' 107 Be. 39 68 49 91 84' 80 43' 59 96' 87 40 61 100• 73 112' 79 124' 102 92' 35 60 44 84 BT 74 40 65 100' 81 37 56 104• 68 116' .74 128' 97 96' 32 55 41 78 BO' 69 37 51 104' 76 34 52 108' 64 120' 70 132' 92 100' 29 51 37 72 ty 93' 65 '34 47 108' 71 31 49 112' 60 120 87 136' 88 104' 27 47 34 B7z�zr y 96' 61 32 45 112' 66 29 46 116• 56. 128' 63 '140' 85 108' 24 44 31 63 ..1 i l 99 58 29 42 116' 62 27 43 120' 53 132' 9 144' 81 112' 22 41 29 59. DO 102' 55 1 27 39 1 120' 59 25 41 124' S0 138' 57 148' 78 116' 21 39 27 56 W5' 52 25 37 124' 56 24 38 128' 48 '140' 55 152' 75 120' 19 36 25 52 d 108' 49 24 35 12W 53 22 36 132' 45 144' 53 156' 72 124' 18 34 24 50 Q' 111' 47 '23 33 13T 51 21 31 136' 43 148' 50 160' 69 128' 17 32 22 47 I4=0 114' 44 21 32 136' 48 2D 33 '140' 41 152' 48 164' 67 132' 16 31 21 45 =9= 117' 43 20 30 140' 46 19 31 144'. 39 156' 46 168' 65 '136' 15 29 20 43 g 120' 41 19 29 144' 44 18 30 148• 38 1S0' 45 1 172' 62 140' 14 28 19 41 LAJ 123' 39 18 27 148' 42 17 28 152' 36 164' 43 1176' 60 144' 1 13 27 18 39 _ . 128' 31 17 26 15T 40 16 27 156• 35 168' 41 180' 58 148' .12 25 17 37Li 129' 36 1 16 25 156' 39 16 26 160' 33 17Y 40 184' 1 56 152' 12 24 15 36 13T 34 16 24 160' 37 15 25 164' 32 176' 39 188' S5 156' 11 23 M144 34 C' H 135: 33 15 23 164' 36 14 21 166• 31 160' 37 192' 53 160' 11 22 '33. `138• 32 14 22 168' 34 14 23 172' 30 1B4' 36 196' 51 164' 10 21 32141' 31 14 21 17T 33 13 22 116' 29 188' 35 200' 50 168' 10 30 30'144' 30 13 21 176' 32 13 22 '180' 2A 19T 34204'- 49 172' 9 20- 2B.14T 29 13 20 180' 31 12 21 1B4' 27 198' 32 218' 45 176' 9 19 2B'15 .28 12 19 184' 30 12 20 1BB' 28 '2D4' 31 228' 41 180' 9 18 27'1527 12 19 188' 29 11 18 182' 25 210' 30 237' 39 184' 8 18 26. ~ XI NOTE..THE NON-RETENTION SLAT AND NEIIPORT SLAT SPANS OR DESIGN WIND LOADS SMALL NOT ,� 0 DCCEED THE'SLAT PERFORMANCE'TABLES ON SHEETS 7 AND'B FOR ANY CONFIGURATION. O j 7C n9&p$ I'fib ``ryry__ ', ''',AoA1 IIIILII 0,``�V y 4'BUILD-INS T BUILD-INS 3'SUILD4NS 3'BUILD-MS 3'BUILD-INS 3'BUILD-INS END-RETENTION&NON-RETENTION TRACKS END-RETENTION&NCN-RETENTION TRACKS END-RETENTION&NON-RETENTION TRACKS END-RETENTION&NON- END-RETENTION&NON- END-RETENTION&NOW RACKS MAXIMUM DESIGN PRESSURE OFASINGLE UNIT SCAT MAXIMUM DESIGN PRESSURE OF'ASINGLE UNITSLAT hUWMUMDESIGN PRESSUREOF A SINGLE UNIT SLAT RETENTION TRACKS MAXIRETENMUM SIGNON PRESSRACKS MAXIRETENMUM SIGNON PRESS WALL FOR ANY HEGHTATTACKED WITH WAIL FOR ANY HdGHTATTACHED WITH WALL FORANYHEIGHT'ATTACHEONTH MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE 5H6'-24 ELCO DRIL FLEX 5/16-ELCO ULTRACON HFH @ 6'OA. 5116'HFH ELCOULTRACON @ 4'O.C. OF ASINGLA UNIT SLAT VALLOF FOR ANY EIGHT WAOF LL F GLA UNH SLAT WALL FOR ANY HEIGHT WALL FORANYHdGF1T WALLfCRANYHdGHT ®8'O.C. @6'O.C. Q4'O.C.. CONC:& HOLLOW TRW CONC. HOLLOW TIMBER' ATTACHED NTH ATTACHED WITH ATTACHED VATH IWAUST ST' 114'AC1/4'ALST FILLED.CMU CMU SLAT SPAN FILLED CMU 'CMU 318'ELCOCONFLEXL.B'O.C. 3R'ELCOCONFLEX@6'O.C. 3/8'ELCOCONFLEX@4.O.C. .SLAT SPAN SLAT SPAN .PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE' PRESSURE PRESSURE PRESSURE CONC.& CLNNC.& CONC;& PSP' PSF PSF PSF P PSF PSF $F FILLED CMU FILLED CMU FILLEOCMU y SLAT SPAN SLAT SPAN SLAT SPAN f m 68' 101 120 140 5T 140 119 140 80' 140 118 140 - PRESSURE PRESSURE PRESSURE �.� 77 Be IDS 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 W 134 96' 140 . 80' 69 84 115 66' 123 78 98 72' 135 74 100 76' 126 88' 123 100• 140 64 62 76 105 69' 112 69 87 76' 121 65 89 87 114 92' '114 '104' 138 88' 66 TO 97 77 1D2 62 79 80' 110 57 60 84' 104 96' 106 106' 130 97 51 63 89 7S 93 56 72 84' 100 51 73 88' 96 100' 99 112' 123 Z 96' 47 68 82 78' 88 50 66 88' 92 46 66 92' 88 104' 93 116' 116 100' 43 54 76 81' '79 46 60 92' 85 .41 fit 96' 82 108' 87 '120' '110 tD' 40 SO 71 84' 73 41 56 96' 79 38 56 '100' T6' 112' 82 124' 105 Lfim r 108' 37 47 67 BT" 69 38 52 100' 73 35 52 104' 71 116' 78 128' 100 Z.-- lir 112' 34 43 63 90' 64 35 48 104'. 68 32 48 108' 67 120' 73 137 95 gig 116' 32 41 59 32 45 108' - 64 29 45 112' 63 124' 70 136' 91 v 120' 30 39 66 96' 56 30 42 112' 60 27 42 116" 59 128' 66 140' 87 124' 28 _36 53 26 39 116' 56 25 4D 120' 56 132' 63 144' 84 spy 128' 21 34 50 102' S0 26 37 120' 53 24 37 124' 53 136' 60 148' 80 137 25 33 48 105' 47 24 ...35. 124' 51 22 35 128' S0 140' 58 152' 77 13V 24 '31 45 t08' 45 23 33 128' 48 21 33 132' 48 144' 55 158' 74 140' 23 29 43 111' - 43 21 31 132' 46 20 31 136' 46 148' 53 160' 72 OppC 144' 22 28 41 114 41 20 30 136' 43 19 30 140' 43 152' 51 164' 69 W 148' 21 27 40 11T 39 '19 28 140' 41 18 29 144' 41 156' 49 168' 67 _ 157 20 26 38 120' 1 37 '18 27 144' 40 17 27 148' 40 160' 47 172' 55 156' 19 25 38123' 36 '17 26 148' 38 16 26 '152' 38 164' 1 45 176' 62 .: 1S0' 18 24 35 126' 34 'i6 25 157 36 15 25 156' 37 168' 44 1S0' 60 164' 17 23 34 129' - 33 '16 23' 156' 35 15 24 '160' 35 172' 42 184' 59 � y 168' 17 22 33 137 31 15 22 160' 34- 14 23 184 34 176' 41 188' 57 19-.. 177 ifi - 21 31 135' 30 '14 22 164' 32 13 22 188' 33 180' 39 192' 55 176' 15 20 30 - 13r 29 13 21 168' 31 13 21 172" 32 184' 3B 196' 53 180' 15 19 29 141' 28 '13 20 172' 30 12 20 176' 30 788' 37 M. 62 184' 14 19 28 144' 27 12 19 176' 29 12 20 180' 29 192' 36 204" 50 189' 14 18 27 1AT 26 12 19 1B0' 28 11 19 184" 28 198' 34 216' 4fi 196' 13 17 2fi 150' 25 11 18 1B4' 27 tt 18 188' 27 204' 33 228' 43 `%% X1 204' 1? 16 24 153' 25 11 17 188' 26 - 10 18 182' 27 210' 31 237' 1 41 `���� ♦e Z. prgZ NOTE.THE NON-REIEMION SLAT'AND NEWPORT STAT SPANS OR DESIGN WIND'LOADS SNALL NOT r d'' @ - •' EXCEED THE'SLAT PERFORMANCE'TABLES ON SMELTS 7 AND 8 FOR ANY CONFIGURATION, 100 ,,.*I 1111 i111ti%%% qp— LLi7 9 a 3'BUILD•INS TBUILD•INS 2'BUILD•INSN1/4'VW118&3A3'ANGLES 7BUILD•INSYW1/4'VALLS&318•ANGLES END-RETENTION&NON•REfENTICN TRACKS END-RETENTION&NON-RETEN110N TRACKS END-RETENTION&NON•RETENTION TRACKS END-RETENTION&NON-RETENTION TRACKS MAXIMUM DESIGN PRESSURE OFA SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF ASINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OFASINGLE UNIT SLAT MRLLFOR ANY HEIGHT ATTACHED VIRH VA+LLFOR ANY HEIGHT ATTACHED NTH VALL FOR ANY HEIGHTATTACHED WITH VALLFOR ANY HEIGHT ATTACHED YATH t 114•44 ELCO DRIL-FLEX, 5116'624 ELCO DRIL•FLEX 5116'ELCOULTRACON HFH @ 6'O.C. 5116'HFH ELCO-ULTRACCN @ 4'O.C. @'S'D.C. @6'O.C. @4'O.C. @'4.O.C. @S'D.C. 06'OC. @4'O.C. CONC.& HOLLOW TIMBER SLAT SPAN CONIC.& HOLLOW TIMBER ��ggig 1ST SLAT SPAN 111 1W.ALST 118'ALST 114'AL/ST SLAT SPAN 1f4'ALIST 114'ALST 114'AUST SLAT SPAN FILLED CMU CMU FILLED CMU CMU PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE .PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PSF F) (PSF) (PSF) (PSF) (PSF) (PSP) (PSF) 56' -133 140 `140 140 68' 104 123 140 57' 140 112 132 10• 140 110 139 _ 60' '110 140 128 140 72' 91 109 140 60' 140 97 115 64' 140 93 120 � INS 92 135 109 140 76' 80 97 132 B3' 126 84 102 68• 136 79 104 68' 78 118 93 140 80' 72 88 119 S6' 113 74 '90 7T 121 69 92 77 67 104 81 139 84' 65 T9 109 89' 1 102 65 81 76' 109 60 82 76' 58 .93 71 125 88' 59 72 .100 77 93 58 73 80' 98 53 73 . 80' 61 83 63 113 9T 63 66 92 75 85 62 67 84' 89 47 66 84' 45 78 57 103 96' 49 61 Be 78' .78 47 61 88' 82 42, 60 Z 88• 40 fig 51 95 1w 45 51 80 81' 72 43 68 97 76 38 65 97 36 63- 46 87 104' 42 62 75 84' 67 39 51 96' 70 35 61 Z 96' 33 58 42 81 108' 39 49 70 Or 62 36 - 48 100' 65 32 .47 100' 30 .54 39 75 117 38 46 66 90' .58 33 44 104' 61 29 44- H IN' 27 50 36 70 116' 34 43 62 93' 54 30 41 108' 67 27 41 $x' 108' 1 25 4733 66 120' 32 41 5896' 51 28 38 112' 1 53 25 38 ILU 117 23 43 31 62 12T 30 38 58 99' 48 25 36 118' 50 1 23 36 m Z 116' 22 41 29 58 128' 28 36 53 107 45 24 34 120" 48 22 34 O y 120' 20 .38 27 '65 137 '27 34 60 1D5' 43 23 32 124' 45 20 32 124' 19 39 25 52 136' 28 33 48 108' 41 21 30 128' 43 19 30 128' 18 .34. 24 50 140' 24 31 48 111• 39 20 28 132' 41 18 29 137 17 33 22 47 144' 23 30 44 114' '37 19 27 138' 39 17 27 p'� 136' 16 '31 21 45 148' 22 28 42 117 35 18 26 140' 37 16 .26 W 140' 15 29 20 43 15T '21 27 40 120' 34 17 25 144' 35 15 25 .. 144' 1 14 26 19 41 156' 20 26 39 12T 32 16 23 148' 34 15 24 148' 13 27 18 39 160' 19 25 37 128' 31 15 22 152' 32 14 23 ., 152 13 26 17 38 164' 19 24 36 '129• 30 14 21 156' 31 13 22 156' 12 25 17 36' 168' 18 23 34 132' 28 14 21 16T 30 13 21 16T 11 24 16 35' 172. 17 22 33 135' 27 13 20 164' 29 12 20 Y 164" 11 23 15 33 176' 17 22 32 138' 26 13 19 168' 28 12 19 YY 168' 11 22 15 32 180' 16 '21 31 141' 25 12 18 172' 27 - 11 18 177 10 21 14 31 184' 15 20 30 141' 24 12 18 176' 26 11 18 DIy 176' 10 20 13 30 187 15 19 29 14T 24 11 17 180" 25 10 17 1S0' 9 20 13 29 196' 14 1B 27 150' 23 11 16 184' 24 10 17 °f 184' 9 19 13 28 201' 13 17 26 153' 22 f0 16 181' 1 23 10 16 u NOTE:THE NON-R'SLAT N SIAM AND NEWPORT SLAT SPANS OR DESIGN AN LCO05 SHALL NOT d'' EXCEED THE'SLAT PERFORMANCE'TABLES ON SHEEfS 7 AND,8 FOR ANY CONFIGURATION. � 0 iP '• , Ip o It— a. T BUILD-INSWIA WIAS631B'ANGLES 2'BUILD-INS W 114'NWLLS 6341'ANGLES. 2'BUILD-INSWIWVALLS8318'ANGLES TBUILD-INSW 114'WU.LS33V ANGLES END-RETENTION 6 END-RETENTION 8 END-RETENTIONANON-RETENTION TRACKS END-RETENTION 8 NOWRETENTION TRACKS NOWRETENTION TRACKS NON-RETENTION TRACKS MA70NIUMDESIGN PRESSURE OFASINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A. MAXIMUM DESIGN PRESSURE OF A MLL FOR ANY HEIGHT ATTACHED WTH WALL FOR ANY HEIGHT ATTACHED,WTH �} SINGLE.UNIT SEAT WILL FOR ANY SINGLE UNIT SLAT YWLL FOR ANY 114'-14 ELCO DRIL-FLEX.' 5118'-24 ELCOORIL-FLEX. _--4 mWT HEIGHT ATTACHED WTH HEIGHT ATTACHED 3W ELCO CONFLEX @8.O.C. 381'ELCOCONFLE) @r O.C. @6-O.C. @6'O.C. @4.O.C. ®4.'O.C. ®8'O.C. ®6.O.C. 04-ac. �.�' SLAT SPAN 118'ALST IW ALIST 118'ALST 1M'ALST SLAT SPAN 114'ALIST 114'ALIST 111'ALIST � CONC.BFILLED' CONC.BFILLED PRESSURE PRESSURE PRESSURE .PRESSURE PRESSURE PRESSURE PRESSURE ' CMU CMU PSF P PSF PSF PS SLAT SPAN SLAT SPAN 56' 125 140 140 140 68' 95 112- 140 PRE65URE(PSF) PRESSURE(PSF) 60' 103 140 119 140 TT 84 99 131 it PRESSURE 68' 140 7T 140 64' 86 124 101 140 76' 74 Be 117 7T126 76' 140 68' 73 108 66 140 80' '66 79 106 76' 113 BO' 129 72' 82 95 75 124 84' 69 12 97 � ' BO' 102 81' 118 76' 64 84 66 112 88' 64 •65 89 84' 93 88' 10B 80' 48 76 58 101 9? 49 60 82 BB' 85 9T 100 84' 42 68 62 92 98' 45 55 76 Z 92' 79 96' 93 88' 3T 62 47 95 100' 41 51 71 96' .73 100' B7 92' 34 57 42 78 104' 38 47 66 100' .68 104' 92 96' 30 52 39 72 108' 35 44 62 aaayyy 104' 63 106' T7 100' 28 48 35 67 11T 33 41 .58 ,E 108' 59 112, 72 104' 25 45 33 63 116' 31 39 55 112' 56 116' 8 108' 23 42 30 59 120' 29 36 52 L+-►x 116' 52 120' 64 112' 22 39 28 55 124' 27 35 49 Z= 120' 50 1M' 61 116' 20 37 26 62 128' '26 33 47 ME 4�y -124' .47 128' •58 120' 19 35 25 49 132' 24 31 44 128' 44 132' 55 124' 17 33 23 47 136' 23 29 42 13T 42 136' 53 128' 16 31 22 44 140' 22 28 40 136' 40 140' 61 13T 15 29 20 42 144' 21 27 39 C 140' 39 144' 48 136' 14 28 19 40 14B' 20 26 '37 W 144' 37 148' 45 140' 14 27 18 38 152 19 24 35 149' 35 15T .45 144' 13 25 17 36 156' 18 23 34 Ll ~ 15? 34 156' 43 148' 12 24 17 35 160' 17 23 33 d 156' 32 16T 41 152' 12 23 '16 34 164' it 22 32 84 160' 31 164' 40 156' 11 22 15 32 168' 16 21 30 YYY 164' 30' 168' 38 160' '11 21 14 31 17T 16 20 29 168' 29 17T 37 104' t0 20 14 30 176' 15 19 28 . 172, 28 17T 36 168' 10 20 13 29 180' 14 19 27 = 17T 27 160' 34 172' 8 19 13 28 1w14 18 26 180' 26 19T 31 176' 9 18 12 27 189' 13 17 25 184' 26 204' 29 1B0' 9 18 12 26 196' 13 16 24 LBB' 21 216' 25 784' 8 17 11 25 204' 12 15 23 444T Jm► a 4- O:�•4p� Ods NOTE THE NON-RETENTION SLAT AND VIEWPORT SEAT SPANS OR DESIGN WIND LOADS SHALL NOT EXCEED THE SIAT,PERFORl1ANCC TABLES ON SHEETS 7 AND 8 FOR ANY CONFlGURATION. 3 ►►►unn %`%% !� o r ANCHOR C") (SEE CONNECTION ANGLE CAPACITY ON SHEET 19) 1/4.0 OR 5/16.0 ULTRACON m 12'O.C. 1/4'0 DRIL-FLEX OR BOLT WON CAP 1/8'ANGLE(TYP) E (StE CONNECTION ANGLE CAPACITY ON SHEET 19) NOTE ANCHOR(TYP) 18 SECTION FOR THE WALL (SEE CONNECTION ANGLE CAPACITY ON SHEEP 14) � MOUNT IS SHOWN.HEADER �. ' ,1 SIMILAR TO SILL CAN DE 1/8'THICK ALUM.ANGLE UP TO 2500 LBS' .• •.4.. ...�' • USED,WITHOUT CAP OR 1/4-THICK ALUM.ANGLE.UP TO 6500 LDS ANGLE 4•' .�•. (SEE CONNECTION.ANGLE ON SHEET 19) .' '�.r.:. •. :0' 1/4'0 DRIL-FLEX OR DOLT •` N ; %• .. °^ (SEE CONNECTION ANGLE CAPACITY ON SHEET 19) d 0 %l(ot + e° 0 5 SLAT SPAN-�+- SLAT SPAN SHUTTER SPAN � 2 SPAN SINGLE UNIT ELEVATION SMGLE UMT WLTH SMRM BAR MSTAUATM-N.TS. .mcg SSHUTTEREER HOUSING LAA ca 18 SHUTTER HOUSMG 58MU SLAT �Cy SBMM STAT g it,FZ.d STORM BCR SEE TABLES ON SHEETS 20 TO 22) ; (SEE TABLES ON SHEETS 20 TO 24) 1/8'THICK ALUM.ANGLE UP TO 2500 LBS 1/8'THICK ALUM.ANGLE UP TO 2500 LBS YJ 1/4'THICK ALUM.ANGLE UP TO 6500 LBS 1/4'THICK'ALUM.ANGLE UP TO 6500 LBS (SEE CONNECTION ANGLE'ON SHEET 19)(TMP) (SEE CONNECTION ANGLE ON SHEET 19) 1/4`0 DRIL-FLEX OR BOLT (SEE CONNECTION ANGLE CAPACRY ON SHEET 19) 1/4'0 GRIL-FLEX OR BOLT (SEE CONNECTION ANGLE CAPACITY ON SHEET 19) ANCHOR(n'P) �'• (SEE-CONNECTION ANGLE CAPACITY ON.SHEET 19) ® 19 �► g :.•°•: ::°.r.,• �a - •' NOTE: SECTION FOR THE SILL 5 = SHOWN.HEADER OPTION IS •' SIMS WnMUr CAP OR $ SLAT'SPAN�+--SLAT SPAN STAT SPAN ..'�..'. Y. Z.v 1%8 CAPS TUBE OR ANGLE OR - '• ��i SHUTTER SPAN 1/4'0 SELF-TAPPING SMSO 12-a 3 OR MORE SPAN SINGLE UNIT ELEVATION1/4'0,5/16'0 ULTW60N(TMP) Z'-V:" SINGLEUNrrW HSTORNBARSMSTAUATLON-N.TS Z h. E BUILD-IN SECTION BUILD-OUT SECTION (SEE CONNECTION TABLES ON SHEEP 19) �1.w � 1��t..Q• STORM BCR INSTAIlATIDN-N.TS, � Vp v�1I STORK BAR INSTAIUTLON•N.TS. n4 ,,gyp ii 9�•' b � •�Qui .TORY BARS CAN BE USED ON MULTIPLE UNIT INSTALLATIONS .'.. ,��j�.(• • .STORM BANS CAN BE USED'TO REDUCE MINIMUM SEPARATION TO GLASS lf!11111 piIT,,C\l ap o STO M BAR •d�S p Zd (SEER TABLES ON SHEETS-20 THRU 22) NOTEt'ER NO i iia'THICK ALUM.AANNOGLE UP TO 26540000 LBS SHOWN FOR I (SEE CONNECTION ANGLE TABLES ON THIS SHEET) CLmmC C� ( OPTIONAL I 1/4'0 ARIL—FLEX OR BOLT(TYP) • ,a I INTERIOR I (SEE CONNECTION ANGLE TABLES ON THIS SHEET) N T ANGLE LEG ". ATTACHMENT T1 1/4'0,5/16'0 ULTRACON(TIP) Sxy our (SEE CONNECTION TABLES ON THIS SHEEP) � tlS I —I �. ' tP OR Bd �•Fp`�' Jha �i MIN. OR 5/160 .SPA 10d t Id(TYP) L 1/4'0' 12'D.C.•BEULTRACIWEEN ON O OR Od � OPTIONAL FILLET SILUHEADER CONNECTION ���'� .�'3F omroNasroRNnaRnaTAUATTON-N.rs zN moo= 1= 4h / BUILD-OUT SILLMEADER CONNECTION CAPACITY �� .CONCRETE BFILLED CMU HOLLOWCMII 1,ow DESIGNLOAD ANCHORSREWIRED DESIGN LOAD ANCHORS REWIRED DESIGN LQ40 ANCHORS REQUIRED CONNECTION ANGLE EACH ANGLE LBS EACH ANGLE (LBS) EACH ANGLE W� .STORH BAR INSTALLATION-N.T.S. 1B90 (31 114'ULTRACON. 1050 3 1/4'ULTRACON 900 3114'ULTRACON 2520 4114-ULTRACON 1400 4 1/4'ULTRACON 1200 (4)1W'ULTRACON " 2DB0 (215116-ULTRACON 1290 3)6716'ULTRACON 17711 35116'ULTRACON NOTES: 3120 3 SnS'ULTRACON 1120 4 6116'ULTTRACON 2360 4 5/16'ULTRACCN Id • SEE STORM BAR CONNECTION CAPACITY TABLE FOR REQUIRED ANCHORS.USE CENTER ANCHOR 416D 4 5R6'ULTRACON 2150 S 5118'ULTRACON 2960 SA6'ULTRACON SPALTNG AND LOCATIONS WHEN REQUIRED. 5200 (5)5116'ULTRACON 2580 (6)5116'ULTRACON 3540 (6)5118'U '^ • SEE STORM BAR END LOAD ON MAXIMUM DESIGN PRESSURE STORM BAR TABLES FOR THE REQUIRED LINIMUM CONNECTION CAPACITY 3440 B 5116'ULTRACON 4720 8 5118'UL7RACON Rai CONNECTION ANGLE CAPACITY 2REQUIRED) W IR= CONCRETE SFILLED GMU HOLLONCMU WOOD lAr MIN ALUMINUM V4'MIN ALUMINUM tC DESIGNL.OAD ANCHCRSREWIRED OESIGNLOAD ANCHORSREWIRED DESIGNLOAD ANCHORS REWIRED DESIGNLOAD ANCHORSREOI11RED DESIGNLOAD ANCHORSREWIRED Ilm EACH ANGLE LBS EACH ANGLE EACHANGLE LBS EACH ANGLE EACHANGLE 1260 1 IW ANCHORS 700 11W ANCHORS S00 114' CHOR5 1320 114.14 DRIL-FLEX: 2120 1 IX14DRIL-FLEX 2520 21/4PNCHDRS 1400 174 ANCHORS 1210 114'ANCHORS 2540 2114.14DRIL.FLEX 4240 3V4-1114-140RILfLIX 2080 1 5rl6'ULTRAGCN 860' 1 5116'ULTRACON 118D 1-SMVLILTRA.CON 3990 31!4.14 DRIL-FLEX 6360 8.DR-PRIX 4160 5116^ULTRACCN. 1720 5(16'ULTRACCN 2360 2 6M6'ULTRACON 1240 1 114 THRU BOLT 2500 1 1/4 THRU BOLT _Z y� �w 20201318'DROPOt 2580 35118'ULTRACCN 3510 36118'ULTRACON 2480 21!4 THRU BOLT 6000 tkTHRU BCLT 4040 38'DROPIN 3440 1 5116'ULTRACCN 4120 4)5118'ULTRACON 3760 2 318 THRU BOLT 3760 1 318 THRU BOLT . �Lt��� n r C 2 T S!n x m py^2 _T yyp C .ZI; m 3y E2C1YN�8`!8a o'a'�`dLl6 SUM ONm N O py �a A sa v+BNo�t+So N l..a� �maS+mGNa��'y-Loa mt�F.im ai.'y-m►1+La LiN{(�i y m m m m m N o p m m m m o A m N 2 �p A O m N aas�N-���o asm �m�o m�mvm o m+'mo o3{�y_�Q m zm��z $ En m y o T^ O ...ar ._.. .. �. . mP�....... . ....tY �^I P ..........13 . 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'a X18 WNW OW WWF.ffffiN N.R=0 w 'HW 'ea Of i t \ c8e 911tl1;7U4 ENi 7Kfl1MEIIUCNl9✓QONNET b Yar Bdf RrabmmP ROLL-0P SHMERSYM 1W%srm 9gm SY5AMMUC('k P �: 19ERAW OR&WW PATI PFMI FI.3MO7 !/ \� PHOW-1 800A31.1106:FAX'551.961.M2 dUf(ILO 4 4/x/15 WJ Nd.S 15-0401 nv.jjls jrrEpm a a o o MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OFA 7X4'X18Y STORM BAR 6063.76-3 0R MORE SPANS 2X4 X118'STORM BAR 6063•T6-30R MORE SPANS. 2'X4'X114'STORM BAR 6063-T6-3 OR MORE SPANS 2'X4'X1f4'STORM BAR 6063-78•3 0R MORE SPANS AVERAGE STORM BAR DESIGN STORM BAR STORMBAR AVERAGE STORM BAR DESIGN STORM BAR STORM BAR AVERAGE STORM BAR DESIGN STORM BARSTORM BAR AVERAGE STORM RAR DESIGN STORM BAR STORM BAR SPAN WDTH LENGTH PRESSURE END LOAD DEFLECTION SPAN WOTH LENGTH PRESSURE' END LOAD DEFLECTION SPAN 1MOTH LENGTH PRESSURE END LOAD DEFLECTION SPAN VADTH LENGTH PRESSURE END LOAD I DEFLECTION UPTO UPTO PSF YIN UPTO UPTO' PS B Y UPTO UPTO SF LB Y UPTO UPTO F L8 YIN 9"! 66' 140 1107 1.1 54' 140 1630 1.0 65 140 1771 0.8 54' 140 2355 03 � � 72' 140 1208 1.1 60' 116 1501 1.1 75' 140 2013 0.8 60' 140 2618 0.8 76' 123. 1149 1.1 66 96 1366 1.1 84' 118 1900 0.8 66' 118 7T426 0.8 84' 106 1067 1.1 77 80 1242 1.1 93' 97 1729 0.6 77 99 2220 0.8 80' 93 1003 1.1 78' 68 1144 1.1 102' 60 1564 0.8 78' T8' 85 2065 0.8 : 96' ..81 932 1.1 84' 59 1069 1.1 48, 111' 68 1447 1.0 6b 73 1910 0.8 102` 72 SBO 1,1 90' 51 '990 1.1 120' 58 1334 1.1 80' 63 1766 '0.8 a s 108' 54 828 1.1 96' 45 932 1.1 128' 50 1236 1.3 56 1674 .0.8 114' 58' 792 1.1 107 40 880 1.1 438' 44 1964 1.5 10202' 49 1557 0.8 120' 52 748 1.1 108' 36 838 1.1 147 39 1099 1.7 108' 44 1480 0.9 66' 140 1328 1.1 48' 140 1610 0.8 66' 140 1992 0.8 54 140 2538 0.7 72' 121 1252 1.1 84' 129 1669 1.0 75' 132 2135 0.8 60' 133 2677 0.8 78' 103 1155 1.1 60' 104 1495 1.1 84' 105 1902 0.8 66' 110 2435 0.8 z 84' 89 1075 1.1 66' 86 1360 1.1 93' 86 1725 0.8 77 92 2222 0.8 99 90' 77 996 1.1 77 72 1242 1.1107 71 1662 0.8 78' 79 2087 0.8 ' 86' 68 938 1.1 78' 62 '1159 1.1 �• 111' 60 1436 1.0 �� 84' 68 1916 9.8 aaaaaaYYYr�Trryry 102, 80 880 1.1 64' 53 1067 11 120' 52 1346 1.1 90' 59 17810.8 y 108, 64 838 1.1 90' 46 992 1.1 129' 45 1252 1.3 96' 52 1674 0.8 GC 114' 48 797 1.1 96' 41 943 1.1 138' 39 1160 1.5 107 46 1574 0:8 1XFE 120' 43 742 1.1 107 38' 680 1.1 147' 34 1078 1.7 108' 41 1485 0M�7 9 M Z 66' 123 1361 1.1 .47 140 1550 0.7 66' 140 2214 0.8 Sr 140 2717 p C" 72' 103' 1244 1.1 48' 140 1771 O8. 75' 119 2138 0.8 60' 124 2674 78: 88 1151 1.1 54' 117 1665 1.0 84' 95 1912 0.8 66' 102 2419. - �84' 76 1071 1.1 60' 95 1502 1.1 93' 77 1716 0.8 77 86 2225 C42' 90' '66 996 1.1 66' 68' 78 1357 1.1 SD, 107 64 1564 0.8 , 78' 73 .2046 98' 58 934 1.1 77 :66 1252 1.1 111' 54 1436 1.0 84' 63 1902 ...102' 51 872 1.1 78' 56 1151 1.1 120' 46 1323 1.1 90' 55 1719 _ 108' 46 833 1.1 84' 48 1063 1.1 129' 40 1236 1.3 96' 48 1656 0.8 114' 41 784 1.1 90' 42 996• 1.1 138' 35 1157 1.5 107 43 1576 ObvJ 120' 37 745 1.1 96' 37 936 1.1 141' 31 1092 1.7 108' 38 1475 0.9 J 68' 108 1366 1.1 47 140 1691 0.7 66' 126 2429 0.8 48' 140 2576 0.6 72' 90 1242 1.1 48' 136 1877 0.8 75' 99 2135 0.8 54' 140 2898 0.7 78' 77 1151 1.1 S4' 107 1661 i.0 84' 79 1908 0.8 Or 116 '2668 0.8 Y � 84' 66 1063 1.1 60' 87 1601 1.1 93' 64 1711 0.8 66' 96 2429 Ob 48' 90' S8 1001 1.1 66' 72 1368 1:1 72' 107 54 1584 0.8 96, 77 81 2236 08Nli 116' 51 938 1.1 77 60 1242 1.1 111' 45 1436 1.0 78' 69 2083 0,8 102' 45 660 1.1 78' 51 1144 1A 120' 39 1348 1.1 84' 1900 108' 40 828 1.1 B4' M 1063 1.1 129' 33 1224 1.3 90' 12 1794 II ggw 114' 38 787 1.1 90' 39] 1009 1.1 136' 29 1151 1.5 96' 45 1656 0.8 120' 33 759 1.1 96' 34 938 1:1 147' 28 1099 1,7 102' 40 1564 0.8 DEFlECT10N YFt O•.'� nb �. a�4fb: NOTE:USE DEMEODONS PROVIDED WHEN DETERMINING MINIMUM SEPARATION TO CUSS ,11:11@1`4 CV s r.