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HomeMy WebLinkAboutProduct Approvals, shutters roll up 1 Florida Building Code Online Page 1 of 2 i'YL ' If ausinessrs Prows!1 t C BCIS Home 1 Log In User Registration 1 Hot Topics Submit Surcharge I Stats&Facts I Publications Contact Us I•BCIS Site Map I Links Search•� b r" Product Approval CUSER:Public User a`e�t: 1 Product Approval Menu>Product or Appiicatlon Search>Aoolication List>Application Detail FL# FL5790-R12 Application Type Revision Code Version 2017 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 I Category Shutters Subcategory Roll-up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Trevor Johnson, the Evaluation Report Florida License PE-65624 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. 0 Validation Checklist-Hardcopy Received Certificate of Independence FL5790 R12 COI CertificationOfIndeoendenceSS.odf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2002 ASTM E-1886 2005 ASTM E-1996 2005 I ASTM E-1996 2002 ASTM E-330 2002 TAS 201 202 203 1994 Equivalence of Product Standards Certified By Sections from the Code - I http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtDmAG7pnms... 10/16/2C18 Florida Building Code Online Page 2 of 2 I Product Approval Method Method 1 Option D Date Submitted 10/09/2017 Date Validated 10/12/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 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 R12 II InstailationInstructionsSS.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 R12 AE EvaluationReoortSS.Ddf Velocity Hurricane Zone.For design loads and spans refer to Created by Independent Third Party:Yes engineered drawings(installation instructions). I i Back Next Contact Us::2601 Blair Stone Road.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 (I),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: ® ELheck M 'CeBdit.Cerd Safe. it I� j, I i http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtDmAG7pnm s... 10/16/20 18 .I i I . . , . . , Castle Impact Windows FACTORY DIRECT SINCE 1969 - - COMPLETE HURRICANE PROTECTION SOLUTIONS 1862 Dr Martin Luther Kng Blvd Wera Beach,R 33404 800.643.6371 j PropeAy Information Building Information Owner: LEWIS,STACY Wind Zone: 160 MPH. Address: 18706 TRANQUILITY BASE LANE Exposure Category: C PORT SAINT LUCIE,FL 34987 Minimum Building Dimension: 40 ft. Mean Roof Height: 15 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number IL Zone Width(in) Height(in) IFElevation(ft) Pressure(psf) Pressure(psf) 1 Int 75 121.5 7 29.5 -32.3 2 Int 226.75 96.25 7 27.6 -30.4 i i i Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. Page 1 of 1 b Customer: LEWIS WorkOrder Number: 11182019010 N0601 Unit Wall Opening Opening Shutter Shutter Anchor No. Pressure Width Height Width Height Spacing 1 -32.3 75 150.75 81.5 150.75 6"o.c. 6"o.c. 2 -30.4 226.75 96.25 225:5 111 4"o.c. 4"o.c. I I I I I I it I I GEtJEE6L�1➢IFS: EVALUATION RASED ON: 1. TXJ ENGINEMNG:LLC.11AS NO COHIROL OF THE MANUFACTURING,PERFORMANCE,OR INSTALLATION OF THIS PRODUCT.THESE GENERIC PLANS FENESTRATION TESTING LABORATORY.INC. WERE ENGINEERED'N•ACCORDANCE.WTH ACCEPTED ENGINEERING PRACTICES AND TEST DATA PROVIDED BY THE MANUFACTURER. L(BOkkTCRY.Na 4760' RAIL-DECEMBER 1,'2005 B 2. THE:ROLL-UP`SHUTTERS:SHDTN ON THIS PRODUCT'EVALUATION DOCUMENT HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2017(8TH EDITION) 'REPORT NO:5 Z=3 FLORfQA 811391NC:CODE(TBC) AND THE.2015 INTERNATIONAL BUILDING CODE(IBC).THESE ROLL-UP SHUTTERS SHALL NOT BE INSTALLED IN HIGH FILE,Num6ER 05-418 VELOCITY HURRICN7E ZONE9.CUAMI-GAGE COUNTY/BROW'ARD COUNTY).ROLL-UP SHUTTERS INSTALLED N WIND ZONE 4(SEE FBC SECTION NESTING PROTOCOL'E330,ETBB6& 7609,1:2.2),".OR;ESSENTIAL FACBITIES SNAIL MEET.,TILE'WWMUM SEPARATION TO GLASS.DESIGN,WIND LOADS SHALL BE DETERMINED AS PER E1998-02 SECT10N.lbb9.Of TME.AITOVE RfJ1:kENC[D 0606;N"ACCORDANCE WITH ASCE 7-10,AND FOR A BASIC WIND SPEED AS REQUIRED BY THE tMDtH TESTED-120 O.OP.lab.0 PSF JURISDICTION WHERE THE ROLL-UP'SHVFTERS.MUL BE INSTALLED.THE ROLL-UP SHUTTERS ADEQUACY FOR IMPACT,DEFLECTION,AND FATIGUE RESISTANCE HAS BEEN VFRIfED N ACCORDMICE WITH SECTION 1609.1.2 OF THE ABOVE REFERENCED CODES AND AS PER ASN E33D.E1886& LABORATORY N.. 4744 E1998,'ANO.TAS 201.202;AND-203 A7'.FENESTP1tT10N tE50NC LABORATORY,INC.AND AMERICAN TEST LAB OF SOUTH FLORIDA PER THEIR DATEi NOVEMBER 14,2005 REPORTS.(SEE LIST OF'REPORTS). REPORT WO.4 .. FOS..NUMBER 65418 3. LIMITATIONS OF USB TE5RNG PROTOCOL.E330,EtB66& A. THIS PRODUCT SMALL NOT BE USED IN HIGH VELOCITY HURRICANE ZONES(SEE FBC SECTION 202), WIDTH TESTED.97'0 OP.45 P5F B..THIS PRODUCT 5 DUALtAW AS*Kk POROUS'THEREFORE GLASS SEPARATION 5 NOT REQUIRED EXCEPT FOR THE FOLLOWING LOCATIONS. LABORATORY Nb. 4740 . DATE:NOVEMBER 14„2005 EEE A ESSENTIAL FACdJTIES:AS_�DEFINED'IN ASCE 7-10 REPORT NO.3 IF LC NUMBER 05-418. Z"6 WHERE THE SPECIPyNO AITTORTIY Nw SYECIJTED OPTIONAL ADDITIONAL PASS/FAIL CRITERIA IN ACCORDANCE WITH ASTM E1996 FOR1096-02' 1PNOT0001_.E.3317;E1886-02'& 7 WIND ZONE 4 AS DEFINED IN ASTM E1996 WITH MODIFICATION BY THE FOC/IBC SECTION 1809.1.22(FBC:LOCATIONS WITH ULTIMATE E1998- WIND SPEED GREATER TMAN�176,MPH). WIDTH TESIED.170-0.UP-23-PSF .. ' • INSTALLATION IN THESE LOCATIONS'SHALL.MEET'THE MINIMUM SEPARATION TO GLASS TABLES ON SHEET 9.THE SEPARATION TO GLASS IABORATORY'N.. 4644 #33 MAY BE REDUCED By.%USRIG STDRU RAM ON SHEETS 18 TO 22 'DATE:JUNE 17.:2005 REPORT.NO..2 C.,INSTALLATION WITH INIERVEbtATE:END.ANDCORNEAMULLIONS'REOUIRE A FLORIDA PRODUCT APPROVAL FOR USE WITH THIS TYPE OF FILE NUMBER 05=4/B SHUTTER SYSTEM. TE5IINo.PROTOCOL:E330,E18B8-02 A. E1996-02 SS 0. IOTI INSTALLATS SHALL,NOT EXCEED THE MAXIMUM ALLOWABLE STRESS DESIGN(ASD)DESIGN RATINGS AND MAXIMUM SIZE LIMITS BELOW. MOM TEETED`291_O.OP-BD'PSF SLAT SPAN ULTIMATE DESIGN"b:LOADS DETERMINED BY THE FBC AND ASCE 7-10 SHALL BE REDUCED TO ASO BY MULTIPLYING 0.6(SEE FBC SECTION UBDRATORY N9.4598 1609,1',24), MATE,APRIL:29.2005 REPORT:NO.'.'1 Z=TYPIC�ALSINGLE UNIT ELEVATION 38.PSS MAX PRESSURE O'96''MAX.WIDTH a 1!0'PSF MAL..PRESSIIHE 096-.AIAX:WIDTH FILE NUMBER.OS-418. SMEPAN'UNRINLTALLATION-WITS. • SEE TABLES ON SHEETS 7 iHROUCH'12 TESTING PRG7000 X330,.E168G-02& E1996-02 E IMPACT LEVEL D•9-1/4'lB IARGE:'LNISSLE IMPACT. TESTED-242:5 O OP-80PSFPACT. y LABORATORYNP.27607/! F. ANCH6RHdG'OR LWIDING CORD"NS.OTHER'TNAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL pATg' 0$(31,.A0020 Op $x REPORT,NO.5 a 8 N. INCREASE H.ALIDNABLE:sRrEss(1.33)NILS NOT BEEN INCORPORATED INTO THE DESIGN OF THIS PRODUCT. TILE'NUM8ER 00-255: 2'3 TESTIHO PROTOCOL:TIAs 20t m� J. IT SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT THE EXISTING STRUCTURE IS DESIGNED TO SUPPORT THE LOADS FROM STORMO HM-7E5TEp:2.7A1/4:2.7.1/8, 2 THE SHUTTER SYSTEM AMO LID gr ETtISTINo,STRUCNHES NOT ABLE TO SUPPORT THESE LOADS SHALL BE EVALUATED AS A SITE SPECIFIC 2.4X7/8.•2-4.1/4 V) PROJECT.SEE NOTE 4 OFPRQDUCT EYAI.W110N NOTES. ar -O- 'AMERMdN TEST1Ni LAB OF SOUTH FLORIDA. p•�••�Ty-SEE TABLES ON SHEET 9(EITHER DIRECTION) INC;' Tv-SEE TABLES ON SHEET 9 IABOIMTORY'tCP. RLIFON 0 1-OB MAD2.201 T GEI-02D3.02 020 7SNG,PROTOCOU 3 = ;�aYJ .pC E1688-DS Ty.'SEE'TABLES:ON SHEET 9(TUNER DIRECTION) &'ET9911135 Z Q WIDTH TESTED-204-e:DP-62 PSF REI'ET/TION TRACKS NON-RETENTION TRACKS h6DTH TESTED-120'O DP-700'�Psr :S..ALL ALUMINUM EXTRUSIONS SHALL.BE Go63-TG ALLOY d (UNLESS OTHERWISE NOTED OR CAN BE REPLACED WITH 6081-TB ALLOY). A. .,C:. LABORA1aRYN0. 0803:01-iZ . 'OCTOBER18.2012 a 2-6 6 G. SHUTTERS MAY BE mo",IAP[PULLEY.011 GEM DDRIVEN. DATE .CER11FidtDON.,NP.2650A1 C � �x1 TESTING T!ROTOCOL•'201_94.&203-94 7. SINTER MANUFACTURES'LABELS SWLLL BE IN ACCORDANCE WITH SECTION 1709.9 OF THE FLORIDA BUILDING CODE. a _ MOTH TESTEDm72'6'DP-SO PROQ r'r 6v UAlION NOTE.. WIDTH TEST@698'O DP-25 PSF C 'WIDTH NESTED-4e-'0.DPm140.:PST 1. DOS PRODUC CT,IL W RE THE EISI(P.LO.}}PREPARED BV THIS ENGINEER IS GENERIC AND GOES NOT PROVIDE INFORMATION FOR A SITE IABORATOITY;NP, 060502-12 ig SPECITIG PROJECT.I,E.7R1ERE THE SITE COtYbHT10145.DEVIATE FROM THE P.E.O. .DATE:'OCTOBER 16.;2012 CONTRFCiDR;SWLLL.BE.RESPON58TLE:M THE SELECTION,PURCHILSE AND INSTALLATION INCLUDING UFE SAFETY OF THIS PRODUCT BASED ON CEAlIT)CA110M 0°"2650'01 NESTING PROTOCOL•201-94,.&203-94 T PRODUCT EVALUATION PROVIDED ANO'SHALE'ROT'DEVIATE FROM THE CONDTIONS DETAILED ON THIS DOCUMENT. .WIDTH 7ESTED-160'O DPwO,PSF ,V\ �---SLAT SPAN �--SLAT:SPAN-� �--SAT SPAN---•-, 3, THIS PRODUCT-EVALIIATHIN'DOCUMENT WILL RE'CON9DERED INVALID IF ALTERED BY ANY MEANS. WIDTH TASTED 17X'O DP.23.PSF WIDTH TESTLD 10Y O DP-14D PSF b 4. SITE SPECIFIC PROJECTS'SHALL BE PREPARED'BY A.FI.OTNDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF '�: 16 cs'; 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 LABORATORY NP 080.7.03-12 '_;- 11; �(QQ .I .5 TYPICAL.MULTIPLE UNIT ELEVATION AS'A NEGATED ENGINEER TO THE P£D_ENGINEER,.SHALL SUBMIT SITE SPECIFIC DRAWINGS FOR RENEW. DALE OCTOBER 19:2012 z4[ CERTIFICATION NP:2650.b1 WIi30/®UIEfRRULA REQLBIOD POR INSTALLATION 4LTS ANQiOR.&FASTENING NOTES: 201-94,'202-94 - 7ESINa PROTOCOL'201-94,X01-94& :O- 203-94 N60d.'. t. ALL.FASTENERS�SHALL BE:-CORROSION RESISTANT-COATED CARBON STEEL.AS PER DIN 50018 OR STAINLESS STEEL 304 OR 316 SERIES WITH 50 WIDTH TESTED=1 'O DP=445%- 'PST_ 0 X51 YIELD POTM AND:90 KSI.ULIIMAIE TfJJ51LE:5iRENCIH: `ti IABORATORY'No. 060.1DA-12 �:� VV :2..NO EMBEDMENT.INTO NON-STRVCTURAL'COMPONINIS SUCH AS,STUCCO.TILE,SIDING,ENC.SHALL BE CONSIDERED AS PART OF THE EMBEDMENT. OA1E:'OCTOBER:19.2012 'CERTFtCADON.Ne.2650.01 3. THE.ANCHOR SPACING AND DESIC!J PRESSURES ARE-VAUD FOR EDGE DISTANCES AND MINIMUM EMBEDMENT SHOWN ON SHEET 9.THE MINIMUM TESTING PROTOCOL•'202-94 111millist. EDGE,DISTANCE FOR THE 1/4-14 A 6-24 DRIL-FLEX SCREW IS 1/2'AND SHALL BE ATTACHED TO 6063-TES ALUMINUM OR A36 STEEL(OR WIDTH TESTED-16'O DP-25'PSF CV BETTER). WIDTH.12: OP-50 PSF LAWOTH'7=0.48-•9 OP•140 PSF �� �� EXISTING STRUCTURE DIM CONCRETE..FILLED'CMCJ,HOLLOW CUU, TIMBER ALUUI NM,OR STEEL 'IV IV er r 6 e r ! d• 64 5/16.6 TAPCON 0 12"O.C.(TYP) • ' •• 9 •q DIRLO-OUT HEADER q • • •l . n . ' a (OPTIONAL) e a a •- . 1/4.6 SELF-TAPF4140 $ a S145 0 T2"O.C.(IYP) SHATTER HOUSING 5/1-0 ANCHOR, y F 3/8ANCHOR. 1/4-14 SCREWS OR 1/4"MAX 1/4"a TAP 1/4•MAX. 5/16-24 SCREWS'(TYP) SUT LOCff END CONNECTOR 0 8.CON e (SEE TRACK MOIIMf TABLES EVERT OTHER SLAT 4T EACH END �•kl OvSHIETS to k t1 FOR 5/B•6 ACCESS HOLE �T SPACING) 01'MM 1/4'6 TACCQN S/5"6.ACCE55 HOLE y $ O 6.O.C: NON-RETENTION SLAT 'NDN-REYENRON SLAT 5/5"D OR 13/18'6 - (SEE STAT PERFORWwCE'TABLE (SEE SLAT PERFORMLNCf'.TABLE •• •_ g �. ACCESS HOLE(lYP) OPEN,FACE TRACK SMIOW'll �OP ON SHEET 7 FOR�3'TRACK) ON'S11EET�7 FOR C-TRAM 4 WALL MOUNT (OPTION 1A) r MOUNT 0( PTION 1g) WALL MOUNT (OPTION 1% o T.M4'[ND�pET[N110N IRAQ-N.TS )'t10r4PETENfiONTIiWC-R.TS TNONPETBNTIONTRAOI-N.TS . a" 1 T/Z' STAGGCRED J STAGGERED . a IN— "y" •' •+ y 4 1 •f S r 58MM SLAT SNE RAIL/TRACH It $ 5/i8'6 TAPCON. 5%10.6 TAPCON; .OI 3/8.O'AIMCHOR, J/DY ANCHOR C a 1'ii' VERTICAL BURR-OUT 1/4-14 SCR[.16,�OR� OPTIONAL STAGGERED I/4-14 SCREW.OR 1".]'. ��-STAOGERED� OP.TK)NALI � S/18-21 SLAEw 2"�" 0 AOHYTM 5/15-24 SCREW'(TYP) .2-i3• ATTACHMENT ( .� (SEE T KURD=OUT TABLES ON (SEE 4•KURD-OUT TABLES��Of)! ��s' SHEETS 12 k'13 FOR SPAMM 1/6"OR 1/4•WALL THICKNESS C SHET:TS'It'k 12 FORSPACING) E31 �82 (SEE.TRACK.MOUNT TABLES ON END-RETENTION SH1:ET 11 FOR THICKNESS) 1/4'6,SELF-tAPPtNG SMS"(IYP) IS END-RETENTION '1/8'OR:1/4•WALL THICKNESS IRACK:SHOW" � W ToAN SS.(SEE TRACK MOM TABLES ON ONOR-RETERTION OPEN FACE AND Ofl 'SHEET 11 FOR.THICKNESS) TRICKS SIMILAR. i L2.2.1/8*ALUM.OYP) \\ TRACKS SIMILAR 'SLAT LOCK END CONNECTOR SLAT LOCK,ENO CONNECTOR. �`h .g �'• �i 1/4-14 SCREW.OR I EVERY OTHER SLAT.-AT EACH END 1/4-14 SCREW.OR EVERY OTHER SUT AT EACH 60a0.. 1/8'THICK ALUM ANGLE SILL •Yrs J+. 5/16-24 SCREW(TW) I 5/16-24 SCREW.(TYP) '. (Oi'INN4U T :Q (SEE TRACK-MOUNT TABLES "----""'ill 0.2"MIN (SEE TRACKMOUNT TABLES O.Z"MIN �6•. ON SHEET It FOR'SPACOC) ON SHEET 11 FOR SPACING) .5 B'6.ACCESS HOLE "" •� 'a- 5/8-0 ACCESS HOLE(TTP) / (IYP) � Ik ; ....lY yE'A- v Duo-OUT SILL ' � 1 R 4"BUILD-OUT(OPTION 3A 3"BUILD OUT OPTION 2B aBUILD-0UT SECTIONSEC TION QVRE1ENi10N NDILRETETiTTON-N.TS. ENDRETENDOM►NONd�iE11ITON-NT E/STlBTEXT L6NON4�TQTTIOX-N.T.S '�llfllllllll�� eV NOTE: ACCESS HOLES FOR 3.)5•ANCHORS ARE 13/15"6 CV EXISTING LUCTDRE CE . IfiY TAPCON(TYP) .COSTING FRLED CMU.U.HOLLOW CMU. 71MOER,.ALUMINUM,OR STEEL OPRONAL 57ACCUMD' 'OPTKTNAL.STAGGERED (ENDCM'SYSTEM ONLY) ATMCHUEyi - ATTACHMENT 3/16•{-TOPCON,3/8•d ANCHOR,. 8/16'0'TAPCON,'3/5'0.ANCHOR; e -e J'• _ 1/�-ti`SCREW,OR S/16-2i SCRhIT'(TYP) 1/J-1a'SOREW,'OR 5/16-21 SCREW'(TYP) e (SEEOR.2'8U6D=1N TABLES tlN' (SEE.Y-0fl 2.'BURR-M TAMES ON ' •.A A_ e SHEETS 14 TO'17 FOR':SPACMC) ° . ',( 1 . SHEETS'15 TO 17 FOR SPACING) • •• �e •. ! NOTE: « d NOTE- SM SURD--W'TABU c ••• •FSNQMtiI1CA SEE 9UIl0-IN TABLE ••�j�4 UI1�lIC1 .MRRESPONMNO.TD:THE t�a 2S/• CORRESPONDING TO, BLRLD-N WIDTH.ACARLST'THE ` �q ` THE'BURD-M WIDTH EXISTING STRUCTURE ACTHE T1¢ • 2 rr e,. •• �• 4 tA` EXISTRTC STR110TURL � •< - ..,. . � }�• �`S-.: 1/8•-011 IjA WALL irwcom •,• � ,_ 1/B'OR 1/A-'WALL (SET:TRACK mWNI TABLES ON �I • THICKNESS(SEE TRACK - .SHEET 11 FOR'TIRCNNESS) y. MOUNT TABLES'ON S SHEET 11 FOR TNICKN'ESS) . Y { .STAT LOOK ENO CONNECTOR 'SLAT LOCK END CONNECTOR EVERY OTHER SLAT AT EACH ENO • EVERY OTHER SLAT AT EACH END 02'MN' 02'UN END,'-RE7ENfI0NT11ACK SIPONN„OPEN FACE • END-AflENRON iPACK SHLWiN,'OPEN FACE AND NON-RETENTION TPACKS SIYIUq A110 NON-REIEHR%TRUCKS 9MNAR Z s/6Y ACCESS ROtr(1YP) 8/8-0 ACCESS HOLE(TVP) 0 1/4-14 SCREW;OR,5/16-24 SCREW(TVP) 1/1-14 SCREW.OR 5/18-24 SCREW(TYP) .. SEE'TRACK MOUNTTABLESON (SEE'TRACK TABLES O ON SHEET 1I'FOR SPM91C) kv CIO A 4” 3" OR 2" BUILD-IN OPTION 3A A'3:',OR 2" BUILD-IN(OPTION 38) 5/e•ACCESS Hat(TYP) U1b5EIENIIDN a fk*KETINTROK-RTS. ENDRETEHTTONaAUNREIIYlRON'-RT,S SHATTER HOUSNG m . 1/4-11 SCREW;OR 5/16-24 SCREW CM) .(SEE TRACK MOUNT TABLES h ON SHEET'I1 FOR SPACNC) 'd T .1,3'x3-a3/6"ALUM. sBUM SLAT • _ U.WK3/8'ALUM. O SIDE RARJTRALIL �9 • 5/18-e.TACCON•�3/8•e ANCHOR, _ • xx • .e, 1/4-14;SCACM-09 8/16-.24 SCR@M,(TYP) W • (SEE 0/8:ANGLES TABLE ON —. • SHEETS 16-&17 FOR SPACING) e �rady ,E • 1/4-14 SCREW.OR 5/16-24 SCREW(ITP) .(SEE TRACK MDONF TABLES • :Q VEROCAL BUND-M CA .� A ON SHEET-11 FCA SPAL7N0) SW,LOCK END CONNEGTDR •{ - EVERY OTHER SLAT AT EACH END OX UN END=RETENTIbH TAA.OK,-"OWN,OPEII FACE �C71 0E3 • , .. a. ANO'NON-RETENTION.TRACKS:-SRJRAR `•... - . • ILC e „ 5/8'6 ACCESS HOLE(Teo) SLAT.LOCK END-CONNECTOR , • •1a • 5/16•eTAPCON,:3/SANC1iOR, \\ �� -• • EVERN:OREN SUTAT"EACH'£ND 1/4-1i SCREW,OR 5/36-24 SCREW(TVP) `•, i (SEE 3%816'AMMES TABLE ON 5/8'0 ACCESS"OLE.(n l) 0,2'YM SHERS d 17 FOR SPACING) END-RETENTION TRACK SHOWN.OPEN FACE -P ANO NO•T-RETENOQN TRACKSCKS SOJAAR �L3x3x3/8 ANGLE:BUILD-IN(OPTION.4A). nL3x4x3.8 ANGLE BUILD-IN(OPTION 48) BUILD-IN.SECTION 6: n ENDRLTENRON t\NNI-RETBfT10N-rv.Ts. 2N0#117RTaf aNdLf1ETFNRON-N.TS D04MTD1001'7'a RON+SE7FNRON-R.TA AAihill LI It"I _ NOTE ACW;S HOLESFOR 3/6'AWTHORS-ARE 13/16'{ 1� M BUILD-IN,au -OUT.END, EKISTINC STRUCTURE j INTER.VEBIATE MULLION OR CORNER U CONCRETE.FILLED CMU.HMLOW CMIJ, up To 350 LRS SHUTTER 1TE1GHf W1TNt TUBER.ALUMWNAI.OR STEEL (4)5/1"TAPC ONS�. UP TO 100 LBS Sm0 R'WEGM WTIN: .up.TO 200 LRS SHUTTER WEIGHT WITH: (6) 114ba1•..SMS 4 - '(i)5/16"TAPCON OR (3)b/16'tl'.TAPCCNS W • , • (3)1/4'&A1•SMS (4)1/4'911'*SMS a • a • 3 1/4••SELF-TAPPING SLTS(TYP) S/1B'P TAPCON(TYP)' ———— ———— ———— ———— MOUNTING'BRACKET' a" �. Ew0-41El'BrtfONa NOKIPETEHf7aNTA6TAUATION•N7S. STM BRA"& STEEL BRACKET STEEL BRACKET }} MOUNTING NTI G B RACKET INSTALLATION � EKV4E1EWTTOfi "WETENITON INVALLATM-N.TS. S Tp Ot�. .311660 ALUM,POP-RIVETS e • ' - • ROLL FORM.030 TO-050 ALUM.H000 GEAR PLATE OR .y BACK.SIDE MOTOR RACHET 3/10'6 ALUM.POP-RIVETS ;$ 1/4•®SF1F'�TAOPIFIG SMS 1/4.01 TAPCON m is,Ot,(TMP) co— ' e 1a•O.C.(IYP) � N 1/0:HOOD'ANGLE E'x 1/e /6000 ANGLE SIDE RAIL 1/46 SELF-TAPPING SLIS. / f e '• C19''O.C.(TYP) _ GEAR ORTTUBIIIAR MOTOR 1/4'OTAPCON B.16''O,C.(TTP.} 41 STEEL OR ALUM,.TIME Oyy GP ,� 4 7oUM..UP TO.1201 SF OR.Teo-YER g 70Mu J I DOMM"O120 SF OR Teo' �1 d CUSTOM HOOD-WALL ATTACHMENT CUSTOM HOOD CEILING ATTACHMENT REARING PLATE OR /iD*3/4 TEKs' END#CTENROR a NDK4ErttMON VWAUAT0N-N,T& QIOIIETENITON•NON-WW TION INSTALLATION-N.T.S. IOLEIT'SUPPORT �' C no.. `- SOR AW.PIVOT .0 TD. GST WE CAP e•Ta 14• ( . ROLL L;oRu.030'70.oSo:ALW.N000 �FROW SIDE SIDE RAL %'d•• 8 -"7N O: END CAP COMPONENTS AND ASSEMBLY [MD•RLTENTTONtl NDFFRETENf1oN 067AVA71RT=NTS ,a ALUMINUM HOOD COVER Bm4mTWTION.IO7MRETEMITON INSTALLATION=N3S rj . 110-2 1/2'SMS 55 V FH 0.312• I 1.76t• OR LONGER M1OEid1..,END COf<NELTCR� 0.062' 0.085• 0.159' S[AT O _ 0.3te' T D.B00' 3.130' 0.089' 0.057 °,079' O 0.72V 1.051' 0.351 ' I D:osr 0.125' O.ZSY �[ 0.070• 0.°80" �.I 1 0.1�' � 0.069' �0.159• 1.150" T,201• 0.100` (--0.775• 6 O Tp. 0.125 �°'d3' I 6063=T6 ALUMINUM 3"SIDE RAIL i_L 3 Nd4R[7[NRON TRACK-SCALE 1:1 1 SIDE RM. o.1ao•J 0.1e6• ao00• 5145" 2.554' €. tS91' 6063-T6 ALUMINUM'31/4'SIDE RAIL 3114-MAMMON GEN.,4W,RY%-SCALE 1S a a J.24S' 1.271- 6.1370• o.i25' o.7rs•' 1.291' 0-725- t� END CONNECTOR DETAIL w -19.434' I11--I 0:187'- 1 FND•Iffii[Mn1171LTNUTION-NTS $Z' 0.100' 0.166" � �0.135' Z N%LIIN.�6 END CONNIM011 m d H 0,100" 0:125. 0.231, X10..1',SNS LSid FH ONGER .d +{ r-0.120• OR 1.150- 0.x70- 01� X0.775• 606346 ALUMINUM 4"SIDE RAIL se UM sur O.1 D0` 0.129" 10.1'u• I 4•Wff4tVTKTMK TOCK-SCALE 1:l LI� 3.69r 06346 ALUMINUM 3 1/4"SIDE RAIL lag I IADc-$lllC�l:l2.z66" 0.135 'n '2.304' .2;607- I ,� 0381• 561E RAR ��,`. 9�- 2.845• �b. +� r'• �i °.70.1- 0.191- 0.556' � >y 6063-T6 ALUMINUM 58MM SLAT EVD•1@7FxNONe•NM4M7ENR01aMAT-SCALE 1: NO ltOYm or INF-ROA I-.OiO x1^4/Ft .SMCN&AREA A .'1.213 IN-2/rt SLAT END CONNECTOR END CONNECTOR DETAIL �''rn111t11`T" SLACK(sue) si«e m:25t.94 IN SLAT LOCK END CONNECTOR NON-REfEN110N 1NSTAtUTION-SWE1:1 NON71lT[MiOp INSFWAT70M-9.736 :.� N ENiTREIENRON116'ULIATION-SGIE 1:1' In ANGLE BUILD-INS(TYP) + 3•,OR 2'BUILD-4kS(TYP) 1/s-14 SCREW OR'5/16-24.SCREW(TTP) (rYP1CAL:ATTACHMENT OR lit END'MUWON ENO NUILION - (SEE SHEETSBIL 10 17 FOER SPACW4G)ON ALIFRNITE:AT)ACHMEN0 END MULLION 1/4-14 SCREW.UTl L'1 S/.16�2t SCREW�(TYP) 3 (SEE 3/B'ANGLES TABLES ON,SH1' A7 FOR SPACING) r N01E:' NOTE.- END OTE: END MULLION END MULLION 1/A-14 SCREW,OR, c IXSTALIATIONS".SHALL INSTALLATIONS.SPALL NOTE: 5/18-2�SCREW(TYP) Y HAVE A FibRIUA NAVE A FLORIDA END INUA)N - R PRODUCT APPROVAL PRODUCT'APPROVAL RISTAUAT10NS.SHALL \ FOR THIS TYPE OF FOR TWS TYPE 0- fUWE A.FLORIDA SEF. MOUNT TABLES SHUTTER.SYSTEM SUUrTER SYSTEM PRODUCE,APPROVAL ON SHEET 11 FOR SPApNG) d MR THIS TYPE OF SHUTTER SMEM L 1/4-14 SCREW.OR 1/4-14 SCREW,OR S/16-24.5CREM(TTP) END-RErEHTICN TRACK SHOWN.OPEN FACE s/iB-z4 SCREW(lYP) (SEE TRACK MouNrrABLES AHO NOX_RETEH00N TRACKS SMAR(TYP) ENO-RETEN110X TRACK'.SHONTI.OPEN FACE :(SEE TRACK MOUNT TABLES END-RETENTION TRACK SHOWN.OPEN.FACE 'ON'SWEET 11 FOR.SPACNG) AKD-NON-RETENTION CSHO .OPEN FA E ON SHEET 11 FOR sPAGr+GI AVD NON-RETENBON TRACKS SUALAR(1W) r.-)TYPICAL END MULLION(OPTION 5A) (-,)ENDMULLION W/BUILDANS.(OPTION 5B) A END.MULLION W/ANGLES(OPTION 5G) END.RETEWYM S NMRETEXrION•NX-C. WbRflEXr10N a NOOMRLREI/110N-•N.TS ONDRETEIVRON SNDN•RE1ENi10N•N.T.S. a a INTERMEDIATE MULLION - IHTERMEDIATE MUWON 4D'ERMEDIATE+MUUUON 4 H 1/4-t4.SCREW,OR 5/1G-24.SCREW(TYP) ANGLE BtAL0=IN5 INfERL1E0uTE KOM. '(SEE BUILD-INS TABLES ON ,NOTE:. (NMCAL ATTACHMENT) a MULLION INTERtffdATE. SHEETS 14 TO 17 FOR SPACING) 'INTERMEDIAT9CACE, m` MULLION U.M. 1/4-14 SCREW.OR INSTALLATIONS iA ucow An NOFMk LL VJSTALURONS SKAJ, IWALA MON5/10-24 SCREW..VVP) d PRODUCT APPROVAL A RORroA. O SHEET 17•FOES TARLICS R SPACING) FOR 7HIS TYPE OF PRODUCT APPROVAL FOR THIS AP SNUTTt:R SYSTEM FOR THIS TYPE DF SHUTTER o SHUTTER SYSTEM 1/4-14 SCREW,OR(T 5/19 24 SCREIY0-14 SCREW.OMP) w� 5/10-24 SCREW(TTA (SEE TRACK'MOUNT TABLE$ (SEE TRAGIC MOUNT TABLES _ ON SHEET 11-FOR'SPACICG) 4',Y.OR 2'BUIU1-1N5(IYP) ON SHEEF'1T FOR SPACING) u S ANGLE.BUILD-INS:(TYP) �\ J 19. 4 (OPTI=L ALTERNATE J ATTAdIMENT) ,.ov .. END-RETENTION TRACK SHOW OPEN FACE CJ 2 1/4-14-SCREW:OR'S/10=24 SCREW(TM) AND NCN-RETENT(DN'TRACKS SNMRAR(rYP) CRO-RCIENMON TRACK SNONN. 5 .(SEE TRACK'MOCINT TABLES AND NON-RETENTION TRACKS SNILAR-MP) OH NTISNEET 11 FOR SPACING) ' R�- . ENO-RETENTION TRACK'SHOWN,.OPEN FAZ ```,�4 - • AKD NON-RETENTION TRACKS SIMILAR(TYP) =y" ,f ter•. CTYPICAL INT:MULLION(OPTION 6A) INT.MULLION W/BUILD-INS(OPTION•6B) INT.MULLION W/ANGLES(OPTION 6C) _ o i ENbRE7EMK7NSNmorrNHDN•N.TS' 'C EVA�FTLXNOHSfWN#TENNON-N.T.S - EN6PETFMIOMSNOIFR>EtEM)pi•MT,S oC FETnnt11 ca � 717. IIA-14 SC.RCW.ORIS/1G-2a.SCREW'(") (SEE MU-INSTABLES ON ��11 SHTEIS-14 TO IT'FOR SPACPRT, . ANGLE BUILD-iN5'(TYP) COIAa MVLUON (TYPICAL A7TAC11MENT,OR ALTERNATE ATTACHMENT) 4%7',OR r'BUILD-INS(TYP)' CORNER MULLION 1/15-24 SCRIE (T (Sa34 SCREW(TTA) (SEE 7/B'ANGLES TABLES OM SHEET 17 FOR SPACING) S NOTE: 1/4-14 SCREW,OR : ��• - CORNERMULLION S/16-24 SCREW'(T'(P). INSTALLATIONS SHALL NOTE:. NOTE (SEE TRACK NOVM 7ABlE5 a" 'INSTALLATIONS SHALL ON SHEET I1 FOR SPACNC) �� HAVE A ROIIDA CORN"cR WA.UON CORNER MULLION. . ,. PRDDUCT Af+PpfNAL INSTALIARONS SHALL FOR.THISTYPE OF HAVE.A.FLOMDA HAVE-A FLORIDA SNlR1ER'STSTEII L RISFOR� OFOR THIS OF smunER SYSTEM SHUTTER SYSTEM y 1/4-14 SCREW,OR 1/4-14:5CREW,0R 5/IC 24`SCREW(TYP) �- ENO-RETEH110N TRACK SHOWN.OPEN TALE 5/16-24 SCREW'(M) SEE TRACK kSURE TABLES END-RETENTION SHOWN.OPEN FACE AND NON�RE7ENf10N.lRACKS SIMILAR(SEE'TRACK MOUNT TABLES �T SHEET 11 FOR SPACING) AND NON-RETENTION TRACKS SIMI AR�(TYP) ) _ OV SHEET 11 FOR SPACING) D0-,,RETENTION TRACK�5HOWN,OPEN FATE AND NON-RETENTION TRACKS STMRAR(TYP) TYPICAL CORNER MULLION(OPTION 7A) nCORNER MULLION W/BUILD•INS(OPTION 7B) nCORNER.MULLION W/ANGLES•(OPTION 7C) ENORLTDITION 6 NON•REIENTION-N,TS, MD-RETENTION&NONIRETUMON-NTS EN6RE111NTION R NON4WTI MTON-NTS CO2 xx pppNppp��� ;6LATPERFORMAINCE sn 4•NOWRETF14TION TRACK 1 1/T MNiIMUM DESIGN SLAT PERFOftAW)CEPRESSURE OF A MNGLF (STAGOEREO) _ L TWALL FOR ANY .T NON-RETENTION TRACK w H6GFT(ATTACH®ANO MA MMUM OEWN y. 4 - FOR'ANY CONFIGURATION .PRESSURE OF A SINGLE; PRESSURE UNIT SLAT WALL HA ANY is 6LATSRAN HF3GHT AT-rAnEomm.. 72' 65 FOR ANY CONFI URAT)CN .CA 76• 56 SLAT PRESSUREw 52 SAN 5 sa B 7Y 65 nrx-IN e RLD-at T p B6' 43 76 `6B W b ' .. 'W 40' ,80' 52 ti :96' 36 1 84' 48 100' 34. B6' 40 7` 104' 31 BY 35 4� .� `•, '� 109• 29 96' 30 117 25 `,0•• a ��•• 116 22 RM THE NDN-RETENTION STAGGERED SPACING DETAIL = �: tem 20 SLAT=SPANS OR.OEVCN aPHONAkA1TA0iPBlFTNSTAUAnON•NrA W WIND LOAD SMALL NOT CORNER MULLION ELEVATION NOTE:THE ISN-RET04WN SIA7.SPANS PERFORMANCE TABLLS'FOR SIN.AEOR N4TINE MULLION INSTALLATIONS-NTS 'bR.DESION.WIN0'LOAD'SHALL NOT ANY CONRGURAII(IN, /II �• O& S(CEEID THEA-S1AT 0ERFORLW7CE7 TABLES';FOR,ANY CONFIGURATION. �f/fI11111S1SN � N A� • 1, r s n 2-3 ILL $ s I a miIT a: --o--o--o 0 0___ y SLAT LOCK.ITP). ro. POLYCARBONATE BUTT JdM•(il'P) 3g ,SLAT SPAN GROUPED VIEWPORT UNIT ELEVATION t v MLEORNUMMF1t07•967AUAnd6-N.TS. O TYPICAL VIEWPORT WINDOW.DETAIL CAOMD,COMGMIION MM ALTfJMATDIOSIMnM-K.TS. ,H i1i DOW p B*, VIEWPORT SLAT PERFORMANCE I I PolvcAl=aONATE%VMM 10"MIN.Ae MAX.LERCO+ m� s 2.3 ENDAETENTIONTRACKS ONLY H MA,aM1MDESIQIPAESSUREOFA I TEHSII.E ViElL:51RENGTH Astu'Dese 9,SQ0 Ps1 192- NOTES, SINGLE UNIT WALL FOR ANY I FLEIURII,.STRENG,H Ar HELD ASTM 0790 13.4DO?SI NSGHTATTACHEO WITH T7C4' NOTCH ,.IZODULl15. Asn+0700 s.s.0o0 T'.SL H0ILHED.ILOD ASTM.0276 f 7 4TT-LB/N PCLYCMSCHATEVIEWPCRT 1.138' SUOKE DENSITY ASN 02843 Mai 1UUt 'per WHDOMFCR ANY -OF'BUPNING AST111.D635 o-1 CLASS IGZ SELF NRION ASTU 01920 OaOF W k CONFIGURATION TENSRE STRENGTH AFTER ViFATILERING ASTM OB3 1Ae10 P51 S 4R TENSILE STRENGTH BEFORE WEATLIERINO.ASTM 0636 8,880 PSI _f q�8 SUIT SPAN PRESSURE SPECIFIC GRAVITY ASW 0792 0.015.L8/IN' `i d 7Df 120' 1(o Li ..1 le b 126' 99 C Y z Is — 13• 97 POLYCARBONATE VIEWPORT WINDOW v r A. 130' 91 SANCIRMATIVE RASTICLDNN 107 MEN-SCALE'1:1 c oF 144* 91Nvr - 160' 00 W �ti 756' 81 162' T7 0.375• 1,000' 0.899• y 0.110• 166• 73 L 1NDGIl .. SLAT LOCK.(TYP) 17<• 59 CUTOUT sur SPAN 180, 66 11 IV' 12� 1ffi' 63 ALTERNATING VIEWPORT UNIT'ELEVATION 792' 00 ... <_ ..__ �s ..SOKSloR KULnME UNIf,1lATM111noK5-N.T.S. 790• SB - .o` 55 t O.Y03' 0.197' ' o 4 '2696• �i � NOTE: •FOR.ATTACILUENT DETAILS SEE SHEETS 2 THRU 7 NOTE:THE.MMOORT:SLAT SPANS OR DES1t1N:N1ND LOADS,SII NOT MEW THE VEWPORT SLAT 6063-T&ALUMINUM'58MM'SLA7 A�nEiritl OERFMANCr'TABLES FOR ANY CONFIGURATION. EN114MTENTION VIEWFO f.SLAT-SFALEM !V • n a � 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 SF INSTALLATION IN HIND ZONE 40R ESSENTIAL FACILITIES INSTALLATION IN WAND ZONE4 OR ESSENTIAL FACILITIES •` SPAN 140 130 120 110 100 90 80 70 60 50 40 30 SLAT PRESSURE PSF SLAT PRE95URE(P ) 38' 210 195 ISO 165 150 135 120 105 90 75 60 45 SPAN 140 130 120 110 100 90 80 70 60 50 40 30 SPAN 65 60 55 50 45 40 35- 30 25 20 g 48' 280 260 240 220 200 180 160 140 120 100 60 60 36' 2.3 22 20 2.0 2.0 2.0 20 2.0 2.0 2.0 2.0 20 86' 20 2.0 20 U 1 2.0.1-2.0 20 20 20. 20 a 00' 798 652 513 387 250 225 200 175 150 125 100 75 48' 3.9 37 3.4 3.1 29 2.8 23 2.1 2.0 2.0 29 20 60' 22 2.1 20 20 1 20-1 20 20. 20 20 20• �� 60' 4.8 4.7 4.6 4.5 4.4 4.2 4.1 3.8 3.3 28 23 20 64' 29 2.7 2.4 2.2 20' '2.0 2A 2.0 2b 20 72' 1780 1595 1410 1225 1040 854 888 182 298 150 120 90 72' 5.4 5.2 S1 5.0 4.8 4.7 4.6 4.5 4.3 4.2 4.1 3.1 68' 3.7 �3A 3.1 28 25. '23 20 2.0 20 20. 84' 20.59 2427 2194 1W0 1738 1502 1278 1042 BOB 571 334 105 -lag: � 84' 5.9 5.8 5.6 5.5 53 5.2 5.0 4.9 4,8 4.6 4S 4.3 77 4.6 4.3 3.9 3,8 32- 28 25 �71 20 2.0' i2 - 98' 3483 3211 2938 2884 2382 2107 182J 1538 1282 978 889 401 '. Y 108' 4298 3975 3651 3331 3007 2875 2349 2014 1888 1348 1008 870 96' 6.5 6.3 6.1 6.0 58 5.7 S5 5.4 5.2 5.0 49 4.7 76' - 53 49 4;4 .4A 35 3A 26 22 20 108' 7.1 6.9 6.7 6.6 6.4 8.2 6.0 5.8 5.6 5.5 53 51 W' 6.0 5.4* .49.'43 38 '3J 27 120' 5096 4727 4385 3893 3619 3238 2860 2473 2085 1896 1304 911 > ry 132' 5 5476 5085 4844 4221 3795 3368 2930 2490 2048 1594 1147 120' 7.B 1.6 7.4 7.2 7.0 6.8 6.5 6.3 6.1 5.9 5.7 55 84' - fi.8 39 53 1.8 '4.0 33 26 883 137 8.6 8.3 8.1 7.9 76 7.4 7.1 6.9 6.6 6.4 6.1 59 88' - 7.1 6J 5.6 'Ib 4.0 32 yg 146' 5783 $293 5427 4345 3887 3377 2885 2389 1862 1372 �- 144' 8.9 8.8 fl4 8.1 7.8 7.5 7.2 6.9 6.6 63 97 7b 56 67 1.7 3.8 158' 5941 5477 4902 4385 3832 3279 2730 2189 1595 156' 9.5 9.2 8.8 8.5 8.2 7.8 7.4 7.1 6.7 96' 7.9 6.7 fib 4.5 . 188' 6025 5450 1871 1278 3881 3071 2447 1817 168• 10.1 9.7 9.3 8.9 8.5 8.1 7.6 72 100' - 7.9. 6.6 5.3 180' 5997 6368 4725 4076 3412 2733 2039 180' 10.7 10.2 9.7 9.2 8.7 82 7.7 104' 9.3 7.7 -6.2 192' 5884 5171 4470 3753 3012 2261 197 11.3 10.7 10.1 9.5 8.9 8.2 106' 9b 7.2, 204' - - 6623 4804 4094 3299 2484 204' 11.8 11.0 103 9.6 8.9 83' Z 218' BOB7 5257 4435 3588 2707 216' 12.1 113 10.4 9,5 116' 228' - 5649 4776 3885 2938 228' 13.3 123 11.3 10.2 120' 240' 8040 5108 4152 3162 240' 14.7 135 123 11.0 276 j 252' - - 5447 4438 3385 257 149 133 11.9 284' - - 5786 4717 3809 264' - - 162 14.6 12.9 LE.ocla Z76' - 5002 3833 ' 15.9 13.9 Z m LOADS ON EXISTING STRUCTURE FROM SHUTTER SYSTEM ON d Tr=PERPENDICULAR LOADS(PLF) SLAT PRESSURE PS O SPAN 140 130 120 110 10D 90 80 70 80 50 40 30 per' _ 30' 212 197 182 187 152 137 122 107 92 77 62 47 yZj 48' 282 262 242 222 202 182 102 142 122 102 82 62 - B 60' 351 326 301 278 251 226 201 176 151 126 101 78 77 421 391 301 331 301 271 241 211 181 150 121 91 C , 4 CoEaeh 6 84' 491 456 420 388 350 315 281 246 211 176 140 106 ANCHOR Min.Ed aMin jn Enb.Mn.Holm CMU VWoO Mb Mm.E Mn Enb: 96' 660 520 481 441 4DO 301 320 280 241 201 161 121 114'ULTRACON HFH 7 7 7 11/4' 7 2 C 108' 631 505 541 496 451 405 381 315 271 226 181 136 5116'ULTRACON HFH 3 17 7 3 VT 1114' Y 7 120' 701 1 650 601 551 1 501 450 401 350 300 250 200 151 318mCONFLEX 3314' 31/7 132' 771 715 681 608 550 498 441 386 331 278. 220 168 1N'-20 SIDEWALK BOLT W PANELMATE INSERT 317 1314' 312' 1114' 7 2• 144' - 721 660 600 540 481 420 360 301 240 180 114•PANELMATE PRO,PLUS,FEMALE.d TVAS 217 7 212' 11/4' 7 2 C � 158' 715 651 588 520 456 390 328 281 195 383'SIDEWALK BOLT W POWERS DROPIN 317 1 1? 4' 11/4' - W Y 168' 701 831 581 491 421 351 280 210 ^ 180' 875 601 525 451 376 301 225 yygg 192' 640 560 480 401 320 240 ���` k•• 204' - 596 510 428 340 255 ��b� it•.: ,�: 218' - - - 631 .540 451 381 270 : 228' 570 476 380 286 -0. 210• 600 500 400 301 _ �• * .i 252' - - - - - 525 421 318 276' - - -551 481 / 4j14t111111�4� %4zSs 5 CV . �I 1 I• TRACK MOUNT TRACK MOUNT TRACK MOUNT END-RETENTION TRACKS END-RETENTION TRACKS END-RETENTION TRACKS 555... MAXIMUM DESIGN PRESSURE OFASINGLE UNIT STAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURES^, WALL FOR ANY HEIGHT ATTACHED WITH VJU FOR ANY HEIGHT ATTACHED LTH OF A SINGLE UNIT SLAT 5716'ELCO ULTRACON HFH @ 6.O.C. 5118•HFH ELCO ULTRACON @ 4.O.C. ViALL FOR ANY HEIGHT s � CONC.B HOLLOW CONC.S HOLLOW ATTACHED WTH FILLED CMU CMU FILLEDCMU CMU TIMBER TIMBER 318'ELCOCONFLIX @8'ac. y� SLAT SPAN SLAT SPAN PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE CONC.B >• PSF) (PSF) (PSF) (PSF) (PS PSF FILLED CMU ".ifll 54' 140 140 140 84' 140 T7 92 SLAT SPAN PRESSURE 6T 140 118 140 90' 140 68 81 (PSF) 80' 140 113 138 98' 130 81 72 96' 1400 68• 140 92 111 W2' 119 55 65 102' 129 72' 140 77 93 108• 109 50 59 108' 119 78' 128 65 78 114• 101 46 54 '114' 110 x 84• 112 57 68 120' 94 43 50 120' 102 90' 100 50 59 128• 87 40 46 126• 95 96' 90 44 53 132' 82 37 43 13T 89 t 10T 82 40 47 138' 77 35 40 138' 84 108' 75 38 42 144' 72 32 38 144• 79 x 114' 09 33 39 150' 68 30 35 150' 75 Z. 120' 64 30 35 156• 65 29 33 156' 71 m Z= 126' 59 28 32 162' 61 27 31 152' 87 �d 132' 55 28 3D 188' 58 28 30 188' 64 ai$ 138' 52 24 28 174' 55 25 28 174' 61 144• 49 23 26 180' 53 13 27 1S0' 58 150' 46 21 24 188' 51 22 28 168• 56 158' 43 20 23 192' 48 21 24 197 53 aL 182' 41 19 22 198' 48 20 23 198' 51 188• 39 18 20 204• 45 20 22 204' 49 Q 174' 37 17 19 210' 43 19 21 210' 47 ,d 180' 35 18 18 218' 41 18 21 216' 46 cm, 186' 34 16 17 112' 40 18 20 22T 44 19T 32 15 1T 228' 38 17 19 228' 42 p� 198• 31 14 18 M. 37 16 18 234' 41 C 204' 30 13 15 240' 38 16 18 240' 40 pOl � 210• 29 13 15 248' 35 15 17 248' 38 Wb 218' 27 12 14 25T 34 15 17 25T 37 212' 26 12 13 258' 33 14 18 258' 38 Z28' 28 12 13 284• 32 14 15 284' 35 b 234' 25 it 12 2711' 31 13 15 270' 34 =?,• >V p; 240' 24 11 12 276' 30 13 15 ZT6' 33 C J NOTE.-THE NON-RETENTION SLAT AND VIEWPORT SLAT SPANS OR DESIGN WIND LOADS SHALL NOT i•:. a (� EXCEED THE'SLAT PERFORMANCE'TABLES ON SHEETS 7 AND 8 FOR ANY CONFIGURATION. f7t11111N �,� n0 TRACK MOUNT TRACK MOUNT 4'BUILD-OUTS 4'BUILD-OUTS 4'BURDoOUTS" END-RETENTION&NON-RETENTION TRACKS END-RETENTION&NON-RETENTION TRACKS END-RETENTION 6 NON-RETENTION TRACKS END-RETENTION&NON-RETENTION TRACKS. END-RETENTION.&NOW MAXIMUM DESIGN PRESSURE OFASINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT RETENTIONTRACKS WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEGHTATTACHED WITH WALL FOR ANY HEIGHT ATTACHED NTH WALL FOR ANY HEIGHT ATTACHED WITH MAXIMUM DESIGN FRESSURE - 114'-14 ELCO DRIL-FLEX, 5716'-24 ELCO DRIL-FLEX. 5116'ELCOULTRACON HFH @6-0.C. 5116'HFH ELCO ULTRACON @ 4.O.C. OF A SINQEUNIT.SU+T - _ NALLFORANYHEIGHT @ 6.O.C. @ 6.O.C. @ 4.O.C. @ 4.O.C. @ 8'O.C. @ 6.O.C. @ 4.O.C. CONC.& HOLLOW CONC.B HOLLOW ATTACHED WITH �� SLAT SPAN 1Ar ALIST 114'AL7ST 118'AUST 1/4'AUST SLAT SPAN 174'ALIST 114'ALIST 1/d'ALIST SLAT SPAN FILLEDCMU CMU TIMBER FILLED CMU CMU TIMBER '318'ELCO CONFLFX.@ 8'O.C. s a. PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE- PRESSURE PRESSURE PRESSURE PRESSURE SLAT SPANPRESSURE PRESSURE PRESSURE CONC.& PS PSF PSF PS (PSF) (PSF) PSF (PSF) PS PS (PSF) SLAT SPAN FILLED CMU 84' 80 123 114 140 84' 105 135 140 57' 140 129 140 60' 140 128 140 PRESSURE : 717 103 14D 90' 94 121 140 60' 140 111 130 64' 140 107 132 IP6F) a 96' 65 100 94 140 96' 85 109 140 63' 140 96 114 68' 140 90 114 77 140 y ' 102' 60 91 86 132 102' 77 1D0 140 66' 130 84 100 77 140 78 99' '7F 132 108' 55 83 79 122 108' 71 92 135 69' 117 74 88 76' 125 68 88 w 119 114' 51 77 73 113 114' 65 85 125 77 105 66 79 80' 112 59 76 84' 107 120' 47 71 68 105 12D' 60 79 116 75' 95 58 71 B4' 102 52 68 88'- -99 126' 44 66 64 98 128' 56 73 109 78' 87 52 64 88' 92 47 62 97 90 132' 41 62 60 91 132' 52 fib 102 81' 80 47 58 97 84 42 58. 96' 83 a O 138' 38 58 56 86 138' 49 64 96 84' 74 43 63 96' 78 38 51 1DV 76 ME 144' 36 54 53 81 144' 46 61 9D 07' SB 39 48 100' 72 34 47 104' 71 150' 34 51 50 76 150' 1 43 57 1 85 M. 63 36 45 104' 67 31 43 ID8' 156' 32 49 48 72 156' 41 54 81 93' 59 33 41 108' 62 29 40 112' 62 162' 31 46 45 69 162' 39 51 77 BB' 55 30 38 117 58 27 37 116, :58 � 168' 29 44 43 65 168' 37 49 73 99' 51 28 36 116' 54 25 34 12W 'S5 m 174' 28 42 41 62 174' 35 46 70 107 48 26 33 120' 51 23 32 124' 52 p N 180' 27. 40 40 59 180' 33 44 67 105' 46 24 31 124' 48 21 30 128' 49 oar 186' 26 38 38 57 186' 32 42 64108' 43 22 29 12W 46 20 28 132' d6 � 192' 24 36 36 54 192' 31 41 61 111' 41 21 28 132' 43 19 27 138' 44 198' 23 35 35 52 198' 29 39 59 114' 39 20 26 136' 41 18 25 14D' 42 p 204' 23 33 34 50 204' 28 37 56 1 117' L27 19 25 140' 39 17 Za 14C .40 210' 22 32 32 48 210' 27 38 54 120' 18 23 144' 37 '16 23 116' 38 21 31 31 216' 28 35 52 123' 17 22 148' 35 15 22 152' 30 222' 20 30 30 45 222' 25 33 50 126' 16 21 157 34 14 21 158' 35 19 29 29 228' 24 32 49 129' 15 20 156' 33 14 20' 160'. 33 yg 234' 19 28 28 42 234' 23 31 47 132' 14 19 160' 31 13 19 154' 32 d �i 240' 18 27 27 40 240' 22 30 46 135' 14 18 164' 30 12 18 168' 31 246' 18 26 26 39 246' 22 29 4d 138' 13 17 168' 29 12 17 177 30 galL276- 17 25 26 38 257 21 28 43 141' 12 17 177 28 11 17 176" .29 q 17 24 25 37 258' 20 27 41 144' 25 12 16 176' 27 11 18 180' 28 W 6g 16 23 24 38 264' 20 26 40 147' 24 11 15 180' 26 10 15 184' 27 23 23 34 270' 19 26 39 150' 23 11 15 184' 25 10 15 188'15 22 1 23 3d 776' 19 25 38 153' 1 22 1 10 14 188' 24 10 14 197 25 \`" NOTE:THE NON-RETENTION SLAT AND VIEriPORT SLAT SPANS OR DESIGN N7ND LOADS SHALL NOT w EXCEED THE'SLAT PERFORMANCE'TABLES ON SHEETS 7 AND 8 FOR ANY CONFIGURATION, 1f/III CV r � N r 4'BUILD-OUTS 4'BUILD-OUTS 4'BUILD000TS 4'BUILD-OUTS 3'BUILD60M .� END-RETENTION d NOW END-RETENTION&NON. END-RETENTION d NON-RETENTION TRACKS END-RETENTION&NON-RETENTION TRACKS END-RETENTION A NON-RETENTION TRACKS RETENTION TRACKS RETENTION TRACKS - MA)OMUMDESIGNPRESSURE MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE m(sikGLE UNIT SLAT 6 OF A SINGLE UNIT SLATOFASINGLE UNIT SLAT WALL FOR ANY HEIGHT ATTACHED NRH VIWLL FOR ANY HEIGHT ATTACHED WITH MILL FOR ANY HEIGHT ATTACHED WTH R WALL FOR ANY HEIGHT SWILL FOR ANY HEIGHT 1/4'-14 ELCO DRIL•FLEX 5118'-24 ELCO DRIL•FLEX SItB'ELCA ULTRACON HFH Q 6'Q ��t C: - ATTACHED WITH ATTACHED NTH @ 8'O.C. @ B'O.C. @ 4'O.C. @ 4.O.C. @ 8'O.C. @ 8.O.C. @ 4'O.C. CONC:& HOLLOW TfMBER ' �- 3/3'ELCO CONFLEX @6.O.C. 34TELCO CONFLEX @4'O.C. 115'ALIST 1/4'AL/ST 118'ALIST 1MALIST IWALIST 11/'ALIST 1/4'ALIST FILLED.CMU CF4IJ SLAT SPAN SLAT SPAN STAT SPAN CONC.d CONC.& PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE 'PRESSURE SLAT SPAN FILLED CMU SLAT SPAN FILLED CMU PSF PSF PSF PSF PSF PSF PSF PSF PRESSURE PRESSURE56' 140 140 140 140 68' 109 131 140 57' 140 129 140 (PSF) (PSF) M. 120 140 140 140 72, 95 114 140 M. 140• 110 128 �� 96' 108 108' 13B 84' 100 140 119 140 76' B3 101 139 63' 137 95. 110 3 1W' 101 112, 130 68' 64 123 102 140 80' 74 90 125 66' 122 63. 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Mom- � ENO RETENTfON I NON�RETE8Ti0N W rMi�Y GM 24%Z 'WIOY11�d�it Your A=MEPfOlWI01f •Lq�, '° �,�. ca�,BY �, m.f ROLL^UPSHUMSYSTEM 42%&TWM MUMTN 1267r 2 �WW 17 TN K S 17-040i ?�w�iv serttrFR�G a�epi aml 4'BUILD-INS 4'BUILD-INS 4'BUIL[-INS 4'BUILD-INS 4'BUILD-INS 4'BUILD-INS END-RETENTION 8 NON-RETENTION TRACKS END-RETENTION 6 NOWRETENRON TRACKS END-RETENTION 6 NON. END-RETENTION&NON- END-RETENTION&NON- END-RETENTION b NO"ETENTION TRACKS ~ MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT RETENTION TRACKS RETENTION TRACKS RETENTION TRACKS MAXIMUM DESIGN PRESSURE OF R SINGLE UNIT SLAT UR WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED WITH MAXIMUM DESIGN PRESSE MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE WALL FOR ANY HEIGHT ATTACHED KITH 916'ELCO ULTRACON HFH @6'O.C. 5116'HFH ELCO ULTRACON 0 4.O.C. OF A SINGLE UNIT SLAT OF A SINGLE UNIT SLAT OF A SINGLE UNIT SLAT 114'44EL000RIL-FLEX WALL FOR ANY HEIGHT WALL FOR ANY HEIGHT WALL FOR ANY HEIGHT"' CONC.& HOLLOW CONC. HOLLOW ATTACHED WITH ATTACHED WITH ATTACHED WITH @6':O.C. ®6'OC: @4'O.C. @4'.QC: TIMBER TIMBER E-. SLAT SPAN FILLED CMU CMU SAT SPAN FILLED CMU CMU 318'ELCO CONFLIX�8'O.C. 3'8'ElCOCONFLIX(aJ 6'O.C. 31B'3C0 CONFLIX 4.O.C. 1R'ALIST 1M'ALIST 118'AilST 'Mr A17ST {� PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE CONC.& CONC.& CONIC.& SLAT SPAN PRESSURE PRESSURE PRESSURE PRESSURE (PSF) (PSF) SFJ (PSF) (PSF) (PSF) SLAT SPAN SLAT SPAN SLAT SPAN FILLED CMU FILLED CMU FILLED CMU PSF IP (PSF) 57' 140 123 140 60' 140 124 140 PRESSURE PRESSURE PRESSURE 58' 133 140 140 140 60' 140 107 130 64' 140 105 140 (PSF) (PSF) (PSF) 60' 109 140 126. 140 �.2 63' 140 93 115 68' 140 90 122 72' 136 84' 129 96' 140 64' 91 132 107 140' 66' 133 82 103 72' 140 78 108 76' 122 88' 119 100' 140 68' T7115 '92 140 69' 121 1 73 93 76' 134 1 68 96 80' 110 97 110 104' 134 72 66 1 101 79 135_ :�`•.. 8 : 72' 110 65 B4 80' 121 61 87 84' 101 96' 102 108' 126 7E 57 89 .69 121 ## 75' 100 56 76 84' 111 54 79 8B' 92 100' 95 112' 119 w 50 00 62 109. 78' 93 63 70 88' 102 49 72 92' 85 104' 89 116' 113 81' 41 73 55 100 81' 86 48 64 92' 94 44 66 96' 79 108' 84 120' 107 88' 39 t;8 49 91 Z 84' 80 d3 59 96' 81 40 61 100' 73 112 79 124' 102 97 35' ED W & T4s 87' 74 40 55 100' 81 37 56 104' 68 116' 74 12W 97 96' 32 55 41 78 r 90' 69 37 51 1040 75 34 52 f08' 84 120' 70 132' 92 100' 29 51 3T 72 y, 93' 65 34 d7 108' 71 31 49 117 60 124' 67 136' 88 104' 27 47 .34 67 96' 61 32 45 112' 1 66 29 46 116' 56 128' 63 140' 85 108' 1 24 1 .44 31 63 g 99' 58 29 1 42 116' 62 27 43 120' 53 132' 60 144' 1 81 112' 22 41 29 59 m� 102' 55 27 39 120' 59 25 41 124' 50 136' 57 148' 78 116' 21 39 27 58 Z qZ 105' 52 25 37 124' 56 24 38 128' 48 14R 55 157 75 120' 19 38 25 52 108' 49 24 35 128' 53 22 36 137 45 144' 53 156' 72 124' 18 34 24 50 111' 47 23 33 132' 51 21 34 136' 43 148' 50 160' 69 128' 17 32 22 47 114' 44 21 32 138' 48 i0 33 140' 41 157 48 18d' 67 132' 16 31 '21 45 117' 43 20 30 140' 46 19 31 144' 39 156' 46 168' 65 136' 15 29 .2D 43 .Z 120' 41 19 29 144' 44 18 30 148' 38 160' 0.5 1T7 62 140' 14 28 19 41 WC - 123' 39 18 27 118' 42 17 28 - 157 35 164' 43 176' 60 144' 13 27 i8 39 "fig 128' 37 17 26 152' 40 16 27 156' 35 168' 41 180' 68 14B' 12 25 i7 37 129' 38 16 25 156' 39 16 26 160' 33 177 40 184' 56 152' 12 24 18 3B .0 132' 34 16 24 160' 37 15 25 164' 32 176' 39 188' 55 158' 11 23 16 1 34 a N 135' 33 15 23 164' 36 14 24 168' 31 780' 37 197 53 160' 11 22 /5 33 138' 32 14 22 18B' 34 14 23 f72' 30 184' 36 196' 1 51 164' 10 21 14 32 141' 31 14 21 172' 33 13 22 176' 29 1B8' 35 200' 50 1 168' 10 20 14 30 _C 144' 30 13 21 176' 32 13 22 180' 28 197 34 204' 49 172' 9 20 13 29 147' 29 13 20 180' 31 12 21 184' 27 198' 32 176' 9. 19 13 28 Wp 150' 28 12 19 184' 30 12 20 188' 26 204' 31 228' 41 F E180' 9 18 '17 27 153' 27 12 19 18W 29 11 19 187 25 210' 30 184' 8. IB 12 ?6 a -js IN; NOTE:THE NON-RETENTION SLAT ANO 1AEWPORT SLAT SPANS OR DESIGN WINO LOA05 SHALL NIT �.GEXCEED THE'SLAT PERFORMANCE'TABLES ON SHEETS 7 AND 8 FOR ANY CONFIGURATION. : :� 'q ' Q �` r 4'BUILD-INS 3'BUILD-INS 3'BUILD-INS 3'BUILD-INS 3'BUILD-INS '3'SULD-04S END-RETENTION 6 NON-RETENTION TRACKS END-RETENTION B.NON-RETENTION TRACKS END-RETENTION 6 NON-RETENTION TRACKS END-RETENTION 6 NON- END-RETENTION 8 NON- END-RETENTION 8 NOW TRACKS RETEMION TRACKS' RETENTION TRACKS 3 MAXIMUM DESIGN PRESSURE OF A SINGLATTACHED UNIT SLAT MA)OMWA DESIGN PRESSURE OF A SINGCHER UNIT SLAT MA)OMWA DESIGN ANY HEIGHT OFA SINGLE TH SLAT MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE MAXIMUM DESIGNPRESSLIRE � WALL FOR ANY HEIGHT ATTACHED 4MTH WALL FOR ANY HEIGHT ATTACHED WITH WDLL FOR ANYHEIGHT ATTACHED KITH 5716'-24 ELCO DRIL-FLEX 916'ELCO ULTAACON HFH @ 6'O.C. 5716'HFH ELCO ULTRACON @ 4'O.C. OF A SINGLE UNIT SLAT OF A SINGLE UNIT SLAT OF ASINCLE UNIT SLAT WALL FOR ANY HEIGHT WALL FCR ANY HEIGHT .W4LL FORANY HEIGHT ®8 O.C. @ 6'O.C. @ 4'O.C. CONIC.dHOLLOW CONC.B HOLLOW ATTACHED WITH ATTACHED WITH ATTACHED wk 1/4'ALIST 114'AUST IWAUST FILLED CMU CMU TIMBER FILLEDCMU CMU TIMBER 38 ELCO CONFLEX @80.C. Y8'ELCO CONFLD(@6'OC, 37EL000ONFLEX-LDCO.C. 8' SAT SPAN SLAT SPAN SAT SPAN a PRESSURE PR( S) PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE CONC.B CONC>6 CONC,B $� PSF PPS PSF PSF PSF PS PS FILLED CMU FILLEDCMU FO,I.ED CMU y SLAT SPAN SLAT SPAN SEAT SPAN 68' 101 120 140 57' 140 119 140 60' 140 110 140 PRESSURE PRESSURE PRESSURE 72' 88 106 140 60' 140 102 124 64' 140 99 131 (PSF) (PSF) (PSF) 78' 78 84 128 63' 137 89 109 68 140 85 114 77 140 84' 13496' 140 80' 69 84 115 66' 123 78 98 77 135 74 100 78 126 88 123 107 140 Milli 84' 82 1 76 105 69' 112 1 69 81 1 76' 121 1 65 89 1 BY 114 97 114 104' 138 1' 56 70 97 77 102 62 79 S0' 110 57 SO 84' 104 96' 106 108' 130 92' S1 63 89 75, 93 56 72 84' 100 51 73 88 95 100' 1 99 117 123 .Z 96' 47 58 82 78' 86 50 66 88' 92 46 66 92' 88 104' 93 116' 118 100' 43 54 76 81' 79 46 60 97 85 41 61 96' 82 108' 87 120' 110 104' 40 50 71 84' 73 41 56 96' 79 38 56 100' 76 117 87 124 105 109' 37 47 67 87' 69 38 52 100' 73 35 52 1D4' 71 116' 7B 128 100 y 117 34 43 63 BP 64 35 48 104' 6B 32 d8 108' 67 120' 73 13Z 95 116' 32 41 1 59 93' 60 32 45 108' 64 29 1 45 117 63 124' 70 136' 91 O 120' 30 1 39 56 96' 56 30 1 42 112' 60 27 42 116' 59 128' 66 140' 87 � 124 28 36 53 99' 53 28 39 116' 56 25 40 120' 56 137 63 144' 84 128 27 34 50 107 50 26 37 120' 53 24 37 124' 53 138 60 148' 80 am- 13Z 137 25 33 48 105, 47 24 35 124' 51 22 35 128 50 140' 5B 167 77 � 138' 24 31 45 108, 45 23 33 120' 48 21 33 137 48 144' 55 157 74 140' 23 29 43 111' 43 21 31 137 46 20 31 136' 46 148' 53 168 72 144' 22 28 41 114' 41 20 30 136' 43 19 30 140' 43 157 51 .1647 69. W 148 21 27 40 11T 39 19 28 140' 41 18 29 144' 41 15849 168 87 -- -- 157 19 26 38 128 37 18 27 144' 40 -17 1 27 148 40 160' 47 177 65 Rim 158' 19 25 38 123' 36 17 26 148' 38 18 26 157 38 164' 45 178' '62 3 'd a 1S0' 18 24 35 128 34 16 25 157 36 15 25 156' 37 168 44 7180' 60 164' 17 23 34 128 33 16 23 Iw 35 15 24 160' 35 177 42 184 59 cm 168' 17 22 33 137 31 15 22 ISP 34 14 23 164' 34 178 41 '108 57z* 177 16 21 31 135' 30 14 22 164' 32 13 22 168' 33 180' 39 197 55 ` 176' 15 20 30 13W 29 13 21 168 31 13 21 177 32 1&1' 38 186' 53 180' 15 19 29 141' 28 13 20 171' 30 12 10 176' 33 188' 31 207 SI & � 184' 14 19" 28 14C 27 12 19 178 29 12 20 1B0' 29 197 36 64 2 50 1 189' 14 18 27 147' 26 12 19 188 28 11 19 184' 28 198 34 216' 46 198' 13 17 26 150' 25 11 18 184' 27 11 18 188' 27 204' 33 228 43 M. 12 16 24 153' 25 11 17 188' 16 10 18 197 27 218 31 237' 41 oy• -� ���. ;rl to ' NOTE THE NON-RETENTION SLAT AND NEWPORT SLAT SPANS OR DESIGN WIND LOADS SMALL NOT EXCEED THE'SLAT PERFORMANCE'TABLES ON SHEETS 7 AND B FOR ANY CONFIGURATION. �i�� `, ` .�i CV aea CV r u r 3'BUILD-INS 3'BUILD-INS Y BUILD-INS W 174'WALLS 839'ANGLES 7 BUILD-INS W 114'WALLS 83'8:ANGLES END-RETENTION 8 NON-RETENTION TRACKS END-RETENTION 8 NON-RETENTION TRACKS END-RETENTION 8 NON-RETENTION TRACKS END-RETENTION 8 NON-RETENTION TRACKS MAXIMUM DESIGN PRESSURE OF ASINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF ASINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGE UNIT SLAT WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED WITH WAIL FOR ANY HEIGHT ATTACHED WTI 1l4'-14 ELCO DRIL-FLEX 516'-24 ELCODRIL-FLEX 516'ELOO ULTRACON HFH@6'O.C. SHE'HFH ELCO ULTRACON 04'O.C. G'O.C. @ 6'O.C. @ 4'O.C. @ 4'O.C. B'O.C. @ 6'O.C. Q 4'O.G. CONC.8 HOLLOW TIMBER CONIC,8 HOLLOW TIMBER 118'AUST 114'ALIST 1I8'AUST 174'ALIST 114'AUST 114'ALST 1/4'"T FILLED CMU CMU FILLED CMU CMU 3t SLAT SPAN SUIT SPAN SLAT SPAN SLAT SPAN PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PSF) SF PS S PS PSF) (PB EF SF S PS (PSF) (PSF) 56' 133 140 140 140 M. 104 123 140 57' 140 112 132 60' 140 110 '139 > BT 110 140 128 140 72' 91 109 140 60' 140 97 115 64' 140 93 120 64' 92 135 109 140 76' BO 97 132 63' 126 84 102 68' 136 79 104. 68' 78 118 93 140 80' 72 BS 119 66' 113 74 90 77 121 69 '92 72' 67 104 81 139 84' 65 79 109 �' 102 65 81 76' 109 60 62 76' 56 93 71 125 88' 59 72 100 72' 93 5B 73 87 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 61 86' 82 42 60 = SB' 40 69 51 95 100' 45 57 80 81' 72 43 56 97 76 38 'w 4� 92' 38 63 46 87 104' 42 52 75 84' 87 39 51 98' 70 35 51 96' 33 58 42 81 100' 39 49 70 87' 62 36 48 100' 65 32 '47 100' 30 54 39 75 1 112' 36 46 66 90' 58 33 44 104' 61 29 M 'y 104' 27 50 36 70 116' 34 1 43 62 93' 54 30 41 108' 57 27 41 Z 108' 25 47 33 66 12T 32 41 58 98' 51 28 38 112' 53 25 38 117 23 43 31 62 124' 30 38 56 99' 48 26 36 118' 1 S0 23 36 116' 22 41 29 58 128' 28 36 53 107 45 24 34 12W 48 22 .34 O y 120' 20 38 27 55 137 27 34 50 105' 43 23 32 124' 45 20 32 931- 12V 3124' 19 36 25 52 136' 26 33 48 108' 41 21 30 128' 43 19 30 128' 18 34 24 50 14D' 24 31 46 111' 39 20 28 137 41 18 '29 47 132' 17 33 22 47 144` 23 30 44 114' 37 19 '27 136' 39 17 21 p aG 136' 16 31 21 45 14T 22 28 42 117' 35 18 26 140' 37 16 "26 140' 15 29 20 43 152' 21 1 27 40 1 120' 34 17 25 144' 35 1 15 .25 •` - 144' 14 28 19 41 156' 20 1 26 39 123' 32 16 23 1 148' 34 15 :24 4 148' 13 27 18 39 160' 19 25 37 128' 31 15 22 152' 32 14 1 .23. +� � �? 15T 13 26 17 38 164' 19 24 36 129' 30 14 21 156' 31 13 22 156' 12 25 17 36 168' 18 23 34 137 28 14 21 160' 3D 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 19 188' 28 12 19 C 166' 11 22 15 32 180' 16 21 31 i41' 25 12 18 17T 27 11 18 1T2' 10 21 id 31 184' 15 20 30 144' 24 12 18 176' 6 11 18 Cy 176' 10 20 13 3015 19 29 14T 24 11 17 180' 25 10 17 W 180' B 20 13 29 196' 14 18 27 150' 23 11 16 184' 24 10 17 i8A' 9 19 13 28 2D4' 13 17 26 153' 22 10 16 1188' 23 10 16 ='Z• O `� �o NOTE THE NON-RETENTION SLAT AND NWI NEWPORT SLAT SPANS OR DESIGN ND LOADS SHALL NOT EXCEED THE'SLAT PERFORMANCE'TABLES ON SHEETS 7 AND 8 FOR ANY CONFIGURATION. 111 N N r I , N 4 s6 Pecs ?nazi ov nz ouzo � - WT8 $a i1n21�2iR3d�F3YF J 35'g619Y l3 9ca I;f�P�NYd3$ T g'O ¢ m N N I n Z 6 z� � 4�e z S 9t0t;S £��fr3S;CN$S',f" SSRSSi �f3'r °gos vo �T o $m xW C go �sN �g aha§ a� �1g$aN�>o�ym�o� _ 4N Is8N-W W,,mfs Sla T-1al m yt7 �ypz i Z � _ D� N o _ �mm>D ;I T p� O Z QZ ''m'd'r"3•vi a 3l"ad F�f+i f"n Pd r�$Y..FB S�a S' g m =ytiy22 y�n g� ��-�3t03fi;�Y�bitSSN N���'t m��3NaSS$g ! �6 �2SNf3FS�23dQ3�ESbS�3GS`dfBB;>ff��r°'„yy°t rgaa oa' C C O N K p Z o g m g rt� OR n FFF-- �2i=R3 F3f3wNNrsu 2a NS t 8s;jal gas 2 y yIS ISSCv�ONftt YONWiNp ffi�$� g (�Y •��,`rv��GeN Nhdp�'�•� EngWering: SBMN BERTHA r o l �"` "�° END REtENiION NON�REiEH11ON ASSAN OF; eruaw oA:wosi ¢¢uxr - a:wrndxtAlm r.eue:inset 'wgrttour ees!Pt�af' - ROLL�UP SAU S SYSTS >�mTw x= m w CfUXN BY SCBE Wd U. %CUR D➢am M7 PAU WML R.11101 i RIMN OM432224'.FAR:561. 1,002 re:r /ISOI TKI I RLS JIT50t mrfvsvmuox: � /�/rffflfllllLN��` ! ANCHOR(TTP) (SEE CONNECTION ANGLE CAPACITY ON SHEET 19) 1/4•D OR 5/16.ULTRAC04 O 12.O.C. WITH CAP 1/0'ANCLE.(M') E 1/dd 7)AIL-FlEII'OR BOLT 18 IS EE-CONNECDW ANGLE CAPACITY ON SHEET 19) NOTE. ANCHOR(TYIP) SECTION FOR THE WALL (SEE CO NECTION ANOLE'CAPACOY ON SHEET 19) MOUNT IS SHOWN.HEADER SIMILAR TO SILL CAN BE 1/p'THICK ALUM;'ANGLE UP'TO 2500 LBS • ,• .• USED.WITHOUT CAP OR 1/4'TNTCk ALUM.ANGLE UP TO BSOOlOS • - ANGLE (SEE CONNECIION'ANGLE ON SHEET 19) 1/4•d ORIL-REIN OR BOLT • N 4 e. .• .. (SEE CONNECTION ANOLE.CAPACRT ON SHEET 19) a to'IN SLAT SPAN—+�— SLAT SPAN --�{ '• S UTTER WAN 2 SPAN SINGLE UNIT ELEVATION cMEy� SINGLE UNR VRTN STORM IKFL PG AUATLON-N.TS IN ml E SHUTTER HOUSINGcn . )8' SHUTTER HOUSING i 961Tu SLAT SON WIAM SLAT W d STORM;BAR y STORY BAR —- (SEE TABLES.ON SHEETS 20 TO:22) '` (SEETABLES CN sHE[T3 2O ra'xa) OC -- — a 1/6•THICK.ALUM.ANGLE LIP TO 2500'LOS 1/p•-TMCK ALUM.ANGLE UP TO 2500 LBS' 1/4•.,THICK ALUM.ANGLE'LIP TO 6500 LBS' 1/4'T1P.CK ALUM.ANGLE LFP TO6500 LDS _* � 4A (Sm.00.YIJECTKPJANGLE ON SHEET 19):(M) (SEE"CO. .MMMON ANGLE ON'SHEET 19) JV 1/4'f DRIL-FLEX OR BOLT J (SEE CONNECTION ANGLE CAPACITY ON SHEET 19) (SEE OAIL-FLEK OR BOLT. (SEE GONNECBON ANGLE CAPACITY ON SHEET 19)' dil ANCHOR(TIP) (SEE COYNECTION ANGLE CAPACITY ON SHEET 19) F z� • •.i ". "� NOTE: �C- g L1 SECTION FOR THE SRL.15 SHOWN.HEADER OPTION K • 5 SIMILAR WITHOUT CAP OR r t .. ...G ANTRE1'1 SLAT SoaY—�—STAT SPAN— - SIAf SPAN ;• E7(fETJO 9LL UtAER SHUTTER OR'USE 1/6•CAP,TUBE OR ANGLE ATTACHED,W ��. •••. •, / /ii SHUTTER.SPAN 1/4Y SELF-IAPMNGSNS 0 12•'O.C. ��j. � n ••' 3 OR MORE SPAN,SINGLE UNIT ELEVATION SORAE MIT WITH STORM BARS JRS'TAUATTON-N.TS. 1/4•D,5%18.0 ULTRACON'(TYP) �.0�:: `• �BUILD=IN SECTION $UILD OUT SECTION (-'G°NECBDM TABLES ON SHEET 19) _ z S1tlAM 6Ml.LTET1LL1A77001-N.TS. •. 'E' STo9N INRTNSTNUTTON-N.TS: _ •O STORM BARS CAN BE USED ON MULTIPLE UNIT INSTALLATIONS .. ••• �� • STORM AAAS CAN BE USED TO REDUCE MINIMUM SEPARATION TO CLASS. %% Y, i(1 STORM RAH �5 14 (SCE TABLES DN SHEETS 20 nft 22) SSI L� 1/B'iF(64 ALUM.ANGLE UPTO 2500 LBS SHOWN TO I 7/4'THICK AL W..ANGLE UP TO 6500 LBS so HVITER NOT u0' Gump I (SEE CONNECTION ANGLE TABLES'ON THIS SHEET) '1,,sds11I ORTIONAI. I 114-6 GRIL-FLEX-OR•BOLT(TYP) p•- I v I E I (SCE CONNEC110i1 ANGLE TABLES ON THIS SHEET) - /yljl�/ O � ANGLCLUEGE LEG AnAQHNEM i (SEE NNCTI ULTRACONTLES 0Y T MCI I (SCE CONNECTION TABLES'ON TN15 51KET) � � ---- --- —0 -- — ————————————— a �. OR 6d s - NLN. SPA=104 t 1d(".P) 1/4-0.'OR 511C8'o ULTRACON B ULTRA ON 0 Q OR Od TWEEN -v OPTIONAL FILLET ,�•� �BViLWTJI SIWIIFIG!\D�E�R'CV +NACVIIVIVa �� "? BUILD-OUT SRIMEADER CONNECTION CAPACITY CONCRETE&FILLED CMU ROLIAWCMU Y100D DESIGNLOAD ANCHORSREQUIRED DESIGNLOAD ANCHORSREQUIRED DESIGNLOAD ANCHORBRECUIRED CONNECTION.ANGLE LBS EACH ANGLE EACH ANGLE LBS EACH ANGLE 1 STORN BAR LNSTALIATTON•N.TI& IBM 114-ULTRACON 1050 - '114-ULTRACCN 900 IW ULTRACON IUJ 2520 4 114•ULTRACON 1400 1 114'ULTRACON 1200 (41114-ULTRACON :2DB0 2 5116-ULTRACON 1290 5fl6-ULTRACON 1770 51tg'1PLTRACON NOTES: `j • SEE STORM BAA CONNECTION CAPACITY,TABLE FOR REOUIREO ANCHORS,USE CENTER ANCHOR 0120 (3)5!16'ULTRACON 1720 (4)5116'ULTRACON 2360 4 6118'llLTRACOFI 'SPACING ANO LOCATIONS WREN REQUIRED. 4160 4 5116-ULTRACON 2150 5116'LILTRACON 2950 5 5118'IATRACON. 5200 (5)5116 ULTRACON 2580 (6)5116'ULTRACON 3540 (6)5110 ULTRACON 'C • SEE STORM OFR END LOAD ON UA)DNUTA OFSIGN'PRESSURE STORM OAR TABLES FOR THE REOUfRED MINIMUM CONNECTION CAPACITY3440 5116'ULTRACON 4720 (e)NIT ULTRACON R COFINECTIONANGLECAPAL9tY 2REQUIRED W -W CONCRETE 5 FILLED CMU HOLLCWCMU %4700 110'IU04 ALUMINUM 1N'MIN ALUMINUM IV 1 DESMLOAD ANCHORSREOLBRED DESIONLOAD ANCHOR.SREWIREO DESIGNLOAD ANMM31REWRED DESIGNLOAD ANCHORSREQUIRED DESIGNLOAD ANCHORSREQUIRED (Lm EACH ANME EACH TINGLE (m EACH ANGLE EACH ANNE EACH ANGLE %%0 1280 1 114'ANCHCRS 700 I IN'ANCHORS "600 1 114-ANCHORS 1320 (1)114.140RL-FLEX 212E 1 114-14 DRIL-FLET 25M f14-ANCHORS .1100 1N'.ANCHORS 1200 :(21 114'ANCHOR$ 2940 914414 DRIL-FLEX. 4240 UCI4 DRIL-FLIX 2080 1)'5119-ULTRACON 060 I SN6'ULTRACON 1180 •1 5N6'ULTRACON 3960 P lIC14 DRJL*L . am (3)114-14DRIL-FLEX 4160 5ry6'ULTRACM4 1710 5016'ULTHACCN 2360 5FIVULTRACON 1240. 1114 THRU BOLT 2500 (1)114 THRU BOLT �: �1 :'. l•'_� 2020. 13FF DROPIN 2580 05FIS-Lu ACON 3540 MVIrUURACON 2480 114.TI7RU BOLT 5000 414THRU 60.T 4040 (2)31B'DROPIN' 3440 4)5116'ULTRACON 4720 (4)596'ULTRACON 3760' (2)318 THRU BOLT 37W 1)318 THRU BOLT %0�• 1� '� '��A� a _���♦ /1111f(1LL r 0 o a a MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF.A 2'%2'X1!4'STORM BAR(6063-T6).2 SPANS 2'X3'X17B'STORM BAR(6063-T6)-2 SPANS 2'X4'XV8'STORM BAR 6063.76-2 SPANS 2'X4'XUB'STORM BAR BOBS-T -2 SPANS AVERAGE STORM BAR DESIGN STORM BAR STORM BAR AVERAGE STORM BAR DESIGN STORM BAR AR STORM BAVERAGE STORM BAR DESIGN STORM BAR STORM BAR AVERAGE STORM BAR DESIGN STORM BAR STORM BAR SPAN WDTH LENGTH PRESSURE END LOAD DEFLECTION SPAN WIDTH LENGTH PRESSURE END LOAD DEFLECTION SPAN WIDTH LENGTH PRESSURE END LOAD DEFLECTION SPAN WIDTH LENGTH PRESSURE, END LOAD IDEFILECTION - UPTO UPTO (PSF) (LB) Y(IN) UPTO UPTO (PSF) (LB) Y(IN) UPTO UPTO (PSF) (LB) Y(IN) UPTO UPTO (m 1 Y(IN) 42' 140 766 12 42' 140 766 1.0 66' 140 1203 T.1 54' 131 1858 1.0 48 140 875 1.5 48' 140 875 12 72' t32 1238 1.1 60' 106 1491 1.1 54' 140 984 1.8 54' 140 984 1.4 78' 113 1148 1.1 66' 87 1346 60 117 914 2.1 60' 125 977 1.7 84' 97 1061 1.1 72' 73 1232 1.1 y 30' 66' 96 825 2.4 30' 30' S4'66' 103 885 1.8 90' 85 9% 1.1 78' 63 1162 1.1 ..� � 72' 81 759 2.8 72* 87 1 816 1.8 96' 74 925 1.1 81' 64 1063 1.1 7B' 67 680 3.1 78' 74 752 1.8 102' fib 877 1.1 90' 47 991 84' 54 691 3.4 84' 64 7DD 1.0 108' 59 830 1.1 98' 41 '923 1.1 90' 44 516 3.4 90' 56 656 1.8 114' 53 76'7 1.1 107 37 685 1.1 96' 36 450 -94-196' 49 613 1.8 120' 48 750 1.1 108' 33 635 1.1 42' 140 919 1.2 42' 140 919 1.0 66' - 131 1351 1.1 48' 140 1750 OB 48' 140 f05o 1S 4B' 140 1050 12 72' 110 1236 1.1 54' tie 1659 1.0 54' 120 1013 1.8 54' 129 1088 1.4 78' 94 1146 1.1 60' .95 1484 1.1 Z 60' 97 908 -Y.1 60' 104 975 1.7 84' 8i 1063 1.1 66' 79 1358 1.1 Q 36' 66' 80 825 2.4 36, 66' 86 887 1.8 38' 90' 71 998 1.1 60' 7P .66 1278 1.1 72' 68 765 2.8 72' 72 810 1.8 96' 62 930 1.1 78' �56 1138 1.1 78' 56 693 3.1 78' 62 756 1.8 102' 55 877 1.1 84' 49 1012 1.1 ry 84' 45 591 3.4 84' 53 698 7.0 108' 49 827 1.1 90' '42 '981 1.1 90' 37 520 3.4 90' 46 647' ib 114' .44 784 1.1 96' 37 .9125 1.1 91 96' 30 450 3.4 96' 41 615 1.8 120' 40 750 1.1 102' 33 877 1.1. bC 42' 140 1072 12 42' 14D 1072 1.0 66' 112 1348 1.1 42' '140 1684 0.7 48' 130 1138 1.5 48' 140 1225 12 72' 94 1234 1.1 48' 135 11L% 0.8 =E C0 54' 103 1014 1.8 54' 110 1083 1A 78' 81 1152 1.1 54' 107 1655 1.0 � 60' 83 908 2.1 60' 89 973 1.7 84' 69 1057 1.1 60' .67 1495 111 66' 69 B30 2.4 66' 74 890 1.8 90' 60 984 1.1 66' 72 1361. 1.1 42' 42' 42' 66' G�.1>t 72' S8 761 2.8 72' 62 814 1.8 96' 53 928 1.1 72' Tm 1238 1,1 78' 48 693 3.1 78' 53 754 - 1.8 IOP 47 814 1.1 78' 31 1140 1.1 84' 39 597 3.4 84' 46 704 1.8 106' 42 827 1.1 84' 41 1059 .ti W. 31 509 3.4 9o' 40 656 1.8 114' 38 790 1.1 00' 30 980 1.1 tf RIM 4 96' 1 26 455 3.4 98' 35 613 1.8 120' 34 744 1.1 96' 34 .935 1.1 'd .- 42' 140 1225 12 42' 140 1225 1.0 66' 98 1348 1,1 42* 140 1838 0,7WW 48' 114 1140 1.5 48' 122 1220 1.2 72' 83 1245 1.1 48' 124 1860 O.B C q z 54' 90 1013 1.8 54' 97 1091 1.4 78' 70 1138 1.1 54' 98 1654 1.0 60' 73 913 2.1 60' 78 975 1.7 1' 61 1068 1.1 60' 79 1461 1.1 b 66' 60 825 2.4 66' 65 894 1.8 90' 53 994 1.1 66' 66 1361 1.1 C 48' 48' 48' 72' 72' 51 765 29 72' 54 810 1.8 95' 47 940 1.1 72' 55 1238 1.1 ',C 3� 1. 42 633.1 78' 46 748 1.8 107 41 671 1.1 78' 47 1146 1.1 ^ 84' 34 595 3.4 84' 40 700 1.8 108' 37 833 1.1 84' 40 1050 1.1 90' 27 506 3.4 W. 35 656 1.8 114' 33 784 1.1 90' '35 984` 1.1 98' 23 460 3A 96' 31 620 1.8 120' 30 750 1.1 96' 31 '930. 1.1 DEFLECTION Y kyr 104Lla lo ' 4j�41111111�1N NOTE:USE DEFLECTIONS PROVIDED WHEN DETERMINING MINIMUM SEPARATION TO CLASSCV O" 4N D D o a MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSUREOF A MAXIMUM DESIGN PRESSURE OF A MMMUM DESIGN PRESSURE OF A' 7747114'STORM BAR 6063.76-2 SPANS 2'X4'Xl/4-STORM BAR 6063.78-2 SPANS 772'X1/4'STORM 84R 6083-T6-3 OR MORE SPANS 2'X3'XIIB*STORM BAR 8083.7 -3OR 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 STOMA BAR SPAN WIDTH LENGTH PRESSURE END LOAD DEFLECTION SPAN Pd DTH LENGTH PRESSURE END LOAD DEFLECTION SPAN WIDTH LENGTH PRESSURE END LOAD DEFLECTION SPAN WDTH LENGTH PRESSURE END LOAD DEFLECTION UP TO UP TO PS LB YIN UPTO UPTO (PSF) (L YIN) UPTO UPTO (PSF) (LB) YIN UPTO UPTO PB Y R« 66' 140 1925 0.8 56' 140 2559 0.7 42' 140 704 1.2 47 14D 704 1 1.D 75' 138 2125 0.8 60' 131 2651 0.8 48' 140 805 1S 48' 110 SOS 12 $ 64' 108 1890 0.8 68' 108 2413 0.8 54' 140 908 1.8 54' 140 908 1.4 93' 88 1705 0.6 72' 91 2218 0.8 60' 128 920 2.1 60' 137 985 I,7 y 102' 73 1551 0.8 78' 77 2033 0.8 66' 105 B30 2A 68'_ 113 893 1.8 48. 78' 30' 111' 62 I434 1.0 84' 87 1905 0.6 7Y 89 768 28 7T 95 819 LB 120' 53 1325 1.1 90' 58 1767 0.8 78' 74 691 3.1 78' 81 757 1.9 129' 46 1236 1.3 98' S1 1658 09 84' 59 594 3.4 84' '70 904 1'.8 13B' 40 1150 1.5 102' 45 1554 0.8 90' 48 518 3.4 90' 81 658 1,8 147' 35 1072 1.7 108' 40 1463 0.9 96' 40 460 3.4 96, .5) 610 1,8 - 66' 140 2186 0.8 54' 140 2756 0.7 42' 140 845 1.2 4Y 140 945' T.0 75' 121 2127 0.8 60' 121 2647 0.8 48' 140 966 1.5 48' 140 966: 1.2 84' 96 1890 0.8 66' 100 2406 0.8 54' 131 1017 IS 54' 140 1087 1.4 Z SY 79 1722 0.8 72' 84 2205 0.8 60' 106 914 2.1 60' 111 983 1.7 'Q 04• 102' 65 1554 0.8 04, 78' 72 2040 0.8 36, 68' 88 035 2.4 36' W. 94 :897 1,8 111' 55 1431 1.0 84' 62 1899 0.8 72' 74 765 2.8 72' 79 .818 1:8 120' 47 1322 1.1 90' 54 1772 0.8 78' 81 684 3.1 78' On '782 1.8 N 129' 41 1240 1.3 96' 47 1645 0.8 84' 49 592 3.4 84' .68 700 1,8 138' 36 1164 1.5 102' 42 1562 0.8 90' 40 518 3.490 51 660 1.8 147' 31 1068 1.7 108' 37 1457 0.9 96' 33 455 3.4 96' 45 -621 1.8 mom_ 66' 140 2406 0.8 54' 140 2953 0.7 47 140 986 1.2 42' 140 986 1,0' 75' 109 2129 0.8 60' 113 2648 0.8 48' 140 1127 1,5 48'. 140 1127 1,2 84' 87 1903 0.8 66' 94 2423 0.9 54' 113 1023 LB 54' 121 1096' L4- 93' 71 1720 0.8 72' 79 2222 09 60' 91 918 2.1 80' 98 988' 1.7 102' 59 1567 O.B 78' 87 2041 0.8 66' 75 830 2A 66' 81 '897 1.9 60' 111' 50 1445 1.0 84' 58 1903 0.8 4Y 72' 63 761 2.8 4Y 72: .88 821 I.B. 2 120' 42 1313 1.1 90' S0 1758 0.8 78' 53 693 3.1 78'� 58 759 IS tL 129' 37 1243 1.3 96' 44 1650 0.9 84' 42 692 3.4 84' .50 `704 1.8 138' 32 1150 1S 102' 39 1554 0.8 90' 34 513 3.4 90' 43 .649 1,91 p q 147' 28 1072 1.7 108' 35 1477 0.9 96' 28 451 3.4 98' 38 612 1,9. a 66' 117 2413 0.8 48' 140 2800 0.6 42' 140 1127 1.2 42' 140 1127 1.0 75' 91 2133 0.8 54' 131 2948 0.7 48' 125 1150 1.5 481 134 .1233 1.2 84' 72 1890 0.8 60' 108 2650 0.8 54' 98 1014 1.8 U. 108 1097 1.4 BY 59 1715 0.8 66' 88 2420 0.8 60' 80 920 2.1 60' 86 989 1,7 Fi 102' 49 1562 0.8 72' 74 2220 0.8 66' 66 835 2.4 66' 71 8% 1,8 7Y 96' 48' 48' ' 111' 41 1422 1.0 78' 63 2048 0.8 72' 55 759 2.8 7Y 59 -81d Is 120' 35 1313 1.1 84' 54 1890 0.8 78' 46 688 3.1 78. 762 IS 129' 31 1250 1.3 90' 47 1763 0.8 Bd' 37 596 3.4 84' 44 908 1,8 $ 138' 27 1164 1S 95, 41 1640 0.8 90' 30 518 3.4 90' 38 -6S6 1.6 _ o 147 24 1103 13 107 37 '1573 0.8 96' 25 460 3.d 96' n DEFLECTION Y fib. ••• vC. IN . NOTE:USE DEFLECTIONS PROVIDED WHEN DETERMINING MINIMUM SEPARATION TO GLASS 41j4�11 4t'V a a a o MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSUREOFA 2-X4-XI/B-STORM BAR 6063.2 •30R MORE SPANS 7X4'X118'STORM BAR 6063.26•3 OR MORE SPANS 2'X4'X1M'STORM BAR 6063.7 -3 OR MORE SPANS 274'X1M'STORM BAR 6063-76•IOR 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 WIDTH LENGTH PRESSURE END LOAD DEFLECTION SPAN WIDTH LENGTH PRESSURE END LOAD DEFLECTION SPAN(MOTH LENGTHPRESSURE END LOAD'DIRECTION � UPTO UPTO (PSF) (LB) YIN UPTO UPTO PS B1 Y I UPTO UPTO (PSF) (LB YIN UPTO UPTO L YIN 66' 140 1107 1.1 54' 140 163D 1.0 66' 140 1771 0.8 1 54' '140 2355 0.7 72' 140 1208 1.1 60' 116 1501 1.1 75' 140 2013 0s 60' '140 2516 018 78' 123 1149 1.1 66' 96 1365 1.1 84' 118 1900 0.8 16' 110 2420 0.8 84' 106 1067 1.1 77 80 1242 1.1 93' 97 1729 -0.8 72' 99 2720 0.5 1 �M W. 93 1003 1.1 78' 68 1144 1.1 107 80 1564 0.8 78' 85 2055 09 30' S4' 48' 78' > il 96' 81 932 1.1 84' 59 1069 1.1 111' 68 1447 1.0 BI' 73 1910 03 107 72 680 1.1 90' 51 900 1.1 120' 58 1334 1.1 90' 63 1766 OB yam' 108' 64 828 1.1 06' 45 932 1.1 129' S0 1236 1.3 96' .56 1611 09 114' 58 792 1.1 107 40 880 1.1 13W 44 1164 1.5 107 49 1557 0.8 120' 52 748 1.1 108' 36 838 1.1 14T 39 1099 1.7 108' .44 148D 09 66' 140. 1328 1.1 48' 140 1610 0.8 66' 140 1992 Os 54' 140 2536. 07 72' 121 1252 1.1 U. 179 - 1869 1.0 75' 132 2135 0.8 60' 133 2677 0.6. 78' 103 1155 1.1 60' 104 1495 1.1 84' 105 1902 0.8 66' 110 2435 09 Z 84' 89 1075 1.1 66' 88 1360 1.1 93' 86 1725 0.8 72' 92 2222 0.8' J6' 90' 77 996 1.1 80. 77 72 1242 1.1 �, 107 71 1562 0.8 �, 78' 79 2067 0A' 96' 68 938 1.1 78' 62 1159 1.1 111' 60 1436 1.0 84' .� 1910 02 y 107 60 880 1.1 84' 53 1067 1.1 120' 52 1346 1.1 90' 59 178t 0A. y 108' 54 838 1.1 90' 46 992 1.1 129' 45 1252 1.3 96' 62 1674 0.8 gig 114' 48 787 1.1 96' 41 943 1.1 136' 39 1150 1.5 107 a 1574 0.8 120' 43 742 1.1 102' 38 880 1.1 147- 34 1018 1.7 106' 41 1485 09 m 66' 123 1361 1.1 47 140 1550 0.7 86' 140 2214 0.8 54' 140 7717. 1 07 y 72' 103 1244 1.1 48' 140 1771 0.8 -75' 119 2138 0.8 60' 114 2674 02, d 78' 88 1151 1.1 U. 117 1665 1.0 84' 95 1912 6.6 66' 102 2410 OA BA' 78 1071 id 60' 95 1502 1.1 93' 77 1718 0.8 77 mB6 2725 O.D. 90' 66 996 1.1 66' 78 1357 1.1. 107 64 1564 0.8 78' 73 2048 09: pOG 42' 66' 60' 90' s 96' 58 974 1.1 77 66 1252 1.1 111' 64 1436 1.0 Bl' .63 1902 0:8: tiJ 107 51 872 1.1 78' 56 1 1151 1.1 120' 46 1323 1.1 90' 55 1779 0.8' 108' 46 833 1.1 64' 48 1063 1.1 129' 40 1236 1.3 96' 4B 1656 0.8' '6$ 114' 41 784 1.1 90' 42 996 1.1 138' 35 1157 1.5 107 .43 1576 0A $ 120' 37 745 1.1 96' 37 936 1.1 147- 31 1092 1.7 106' 38 1475 0.9 d 66' 108 1366 1.1 47 140 1691 0.7 65' 128 2429 0.8 48' 140 2516 0.6' O1, F 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 54' 107 1661 1.0 84' 79 1908 0.8 60' 118 2688 03 d 84' 66 1063 1.1 60' 87 1501 1.1 93' 64 1711 0A 66' '96 2429 0.8 C 90' 58 1001 1.1 66' 72 1366 1.1 107 54 1584 0A 77 .8f 3238 0A' 04 glib 48' 72' 72' 96' 72' - 96' 51 938 1.1 77 60 1212 1.1 111' 45 1436 1.0 78' E9 2063 0.6 YJ 107 45 880 1.1 78' 51 1144 1.1 120' 39 1348 1.1 84' 59 1900 0.8 108' 40 828 1.1 84' 44 1083 1.1 127 33 1224 1.3 90' 52 1794 0.8. W 1 114' 35 787 1.1 90' 39 1009 1.1 138' 29 '1151 1.5 96' 4S 1658 120' 33 759 1.1 96' 34 938 1.1 147' 26 1099 1.7 107 a 1561 0A �� DEFLECTION Y rr++rnn1i11 NOTE:USE DEFLECTIONS PROVIDED WHEN DETERMINING MINIMUM SEPARATION TO GV55 (y 4LY