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HomeMy WebLinkAboutProduct Approval Castle " impact Windows FAC'TORY UIREGT SINCE1969 COMPLETE HURRICANE PROTECTION'SOLUTIONS 7089 Hemstreet Place West Palm Sikh,FL 33413: B00 643:6371; .Pro o:t Information B.uildl Information; Owner'. GREGM DEWEY Wmd Zone: 160 MPH-. Address: :6643 ALEMENDRA.STREET ExposureCaf 9iryy: C FORT PIERCE;FL 34.951; Nlimmurii Building Dimension: 30 A. Mean R oof Height: 15ft'. Risk Cat'-'- IM II DesI 'n Pressure Calculations Opening' Location Device Device Devlce Max Positive Max Negative Number Zone` Width(in). Height{in) F Elevation(f) Pressure(psfl Pressure(Psfl. 12,2 86` 7 29.1 736:2 2 End, 106.5 95,5: 7 20.5 36:8 3 Int 106.5. 85:5 4 Int' 103:5' 85:5 ---"-- 7—__-1--` 29:5: 32:4: -- .Prepared iii accordat ce;tiiith7.ASCE 7-10;C1idpler'30. Wind,Loads:,-Components dndCla ldin'g.6 ih.Edi ioh(201.7)Tlorida BOd iig Cade. 'Page l of_1 -- f f T Customer GREGER. Work9(06r Number� 'f108201.7004 N0601. Unit tNalf Opening,:opening: :Shutter Shutter Anch'ar N . Pressure;. Width Height:: ..width Height Spacing 1 :-36:2 '122;5 86 127.5 92:5: 4"&c. 2. 3&:8 1p8 85:5 108:' 98s5 3 r32:3' 4 .. -32:4 105' 85'5. 104.5: .9815 6"o;c. t3�"oc: Florida Building Code Online rage i or z :;s X•s-�" :.:.�S^" .. _., .s �� �r* t '."+,t., .•.<:r °r n -,az .�ys,-"'• ..�,•F "`.,.` .>,C r'tc g g7Xy.,*^p —s F•+^�"9 " };7. _"�' t'. L a.Afi-' z•cfi'.Iii "�.�7�,,, '4r �* i`� � z�,i3'n x{� r-+:'x` '�'. , ;; Jyau may., ;w.y y'� a,..r.h: L ENH'ia•Y, 5�# j• } �. •'�"t3`k •_ TY{jo,Q ,�S{'5:.c �•� a�,,` �';,"-_��s� ��. � �, �' .h*� A S 3 yR" � '4 .�� ���;i�°r �v-- .-.r-..r 3--r:', �'.=�'�s• },5`_ws.:Ri3.' `,''_. max w ,:as,a ;�.. <�'". �,•rh- x.�" 7�' u.r ,e, -..,,,�; 1t :4";ar',1 M1i�••,s,i..••�• + X. a;;»...3 ,s,.,� r'� '+�-rr'.r,T. r Y`,h.. y 4 �• OR, IR lS � v: aa� ce.a.T.U. h .:., , . �-3.3,+p ,.d < ,*a.r, • '• ^* ,." . i9r i !K ra: 5 a .r`jvik i>� 8'C+ �';{"�,,+ DOd:. 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M`,4�l$� i:•• . i ,,�. y, 3 v ax x .fr,ssx�..�..z_.a.a.-±.•etc.'�^�`.s.'-r�S:-c. ..`.�x<''`ss:.ss..�.a�u•ate«ymY....,` "�,�hL�+,c_a..'�.n4t.,r.,.:.cr�.. .., sr'i..-.ir1 t G`P ..,...�._-��c..�.�:,u.�;:ae,,:rc:.`" - - "'�`�L�q�� •�-. .�' BCIS Home ; Log In i User Registration Hot Topics ( Submit Surcharge ; Stats&Facts Publications i 'FBC Staff BCIS Site Map Unks Search I Florida p[I� {oa Product Approval I �t �USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail a� FL# FL5790-R12 Application Type Revision Code Version 2017 � s Application Status Approved X Comments Archived K„} A-P Cs Product Manufacturer American Shutter Systems Association, Inc. �� r sS± � � ��� tr: Address/Phone/Email 4268 Westroads Drive cM ���; West Palm Beach, FL 33407 {� ti h zf�_ yv fi y (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley 3 r testi? h Irodriguez@easternmeta1.com M�sa £ Technical Representative •. Fes: *� 7r Address/Phone/Email Quality Assurance Representative Address/Phone/Email 1 gra � f J CrY at}''3 .wtYzr Category Shutters Subcategory Roll-up ar^A-Dih Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed 04 Florida Professional Engineer Li Evaluation Report- Hardcopy Received i 1+• ���� g'Zi ams � r r Florida Engineer or Architect Name who developed Trevor Johnson ' $ r the Evaluation Report r� � r-: sir ` Florida License PE-65624 Quality Assurance Entity National Accreditation and Management Institute a` 4V4 QualityAssurance Contract Expiration Date 12/31/2018 Validated By p John Henry Kampmann Jr. Validation Checklist- Hardcopy Received rn � x � L way L Certificate of Independence FL5790 R12 COI CertificationOfIndependenceSS.odf Referenced Standard and Year(of Standard) Standard Year µ } .? x4 a ASTM E-1886 2002 ASTM E-1886 2005 r "g, ASTM E-1996 2005 I A*`,% ASTM E-1996 2002 ASTM E-330 2002 TAS 201 202 203 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtDn AG7pmns8kO7l9PNvxfDMj2... 1/2/2018 Florida Building Code Online rage 2. or 2. rY IB`* Equivalence of Product Standards NB € Certified By knNM + ' �~ Sections from the Code °s s Product Approval Method Method 1 Option D x$ 3 F Se t Date Submitted 10/09/2017 Mo Date Validated 10/12/2017 Date Pending FBC Approval 10/17/2017 s frw$ep Date Approved 12/12/2017 A1 lT No � � z¢ itska �� r Summa �ofProducts FL-# Model, Number or Name Description ,F 5790.1 58mm Bertha End Retention/Non- Roll Shutter System (includes View Port Option) � � rr Retention Roll Shutter System 4i (Non-HVHZ) Limits of Use Installation Instructions r Approved for use in HVHZ: No FL5790 R12 II InstallationInstructionsSS.adf Approved for use outside HVHZ:Yes Verified By: Trevor Johnson, P.E. PE-65624 x Impact Resistant:Yes Created by Independent Third Party: Yes asrx,a r Design Pressure: N/A Evaluation Reports � �urfi5z Other:This product shall not be installed within High FL5790 R12 AE Eva luationReoortSS.Ddf Velocity Hurricane Zone. For design loads and spans refer to Created by Independent Third Party: Yes engineered drawings (installation instructions). a,y �w �" 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 rar m r`r3 � f 5 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 650.487.1395.*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 .r ams ? 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 l yu' i ,= Chapter 455,F.S.,please click here. � { Product Approval Accepts: Credit Carni s �- f Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtDmAG7pmns8kO7l9PNvxfDMj 2... 1/2/2018 GENERAL NOTES: EVALUATION BASED ON: I. TKJ ENGINEERING,U.C.HAS NO CONTROL OF THE MANUFACTURING,PERFORMANCE,OR INSTALLATION OF THIS PRODUCT,THESE GENERIC PIANS FENESTRATION TESTING LABORATORY.INC. WERE ENGINEERED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES AND TEST DATA PROVIDED BY THE MANUFACTURER. LABORATORY No. 4760 2. THE ROLL-UP SHUTTERS`SHOWN ON THIS PRODUCT EVALUATION DOCUMENT HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2017(6TH EDITION) DATE:DECEMBER 1',2005 REPORT B FLORIDALOBUILDING CODE(RBC)AND THE 2015 INTERNATIONAL BUILDING CODE(IBC).THESE ROLL-UP SHUTTERS SHALL NOT BE INSTALLED M RICH FILE NUMBER OS-418 2-3 VELOCITY HURRICANE ZONES(MIAMI-WE'COUNTY/BROWARD COUNTY).ROLL-UP SHUTTERS INSTALLED IN WIND ZONE 4(SEE FBC SECTION TESTING PROTOCOL:030,E1B85& 1609.1.2.2),OR ESSENTIAL FACILITIES SHALL MEET THE MINIMUM SEPARATION TO GLASS.DESIGN WIG LOADS SHALL BE DETERMINED'AS PER El 998-02 SECTION 1609 OF THE ABOVE REFERENCED CODES,IN ACCORDANCE WITH ASCE 7-10,AND FOR A BASIC WINO SPEED AS REQUIRED BY THE WIDTH TESTED=120'0 DP-140.0 PST RS ADEQUACY FOR IMPACT,DEFLECTION,.AND FATIGUE JURISDICTION WHERE THE ROLL-UP SHUTTERS WILL BE INSTALLED.THE ROLL-UP SHUTTERS RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE REFERENCED CODES AND AS PER ASTM E330.E1886& LABORATORY No. 4744 E1996,AND TAS 201,202,AND 203 AT FENESTRATION TESTING LABORATORY,INC.AND AMERICAN TEST LAB OF SOUTH FLORIDA PER THEIR DATE:NOVEMBER 14.2005 REPORTS(SEE LIST OF'REPORTS). REPORT NO.4 FILE NUMBER 05-418 3. LIMITATIONS OF USE: TESTING PROTOCOL E330.E1885& E1996-02 A THIS PRODUCT SHALL NOT BE USED IN HIGH VELOCITY HURRICANE ZONES(SEE FBC SECTION 202). WIDTH TESTED=97"0 DP=45 PSF all B. THIS PRODUCT IS QUALIFIED AS-NON POROUS"THEREFORE GLASS SEPARATION IS NOT REQUIRED EXCEPT FOR THE FOLLOWING LOCATIONS'. LABORATORY No. 4740 dl, DATE NOVEMBER 1d,20053 ESSENTIAL FACILITIES AS DEFINED IN ASCE 7-10 REPORT NO.3 A FILE NUMBER OS-418. 2_( WHERE THE SPECIFYING AUTHORITY HAS SPECIFIED OPTIONAL ADDITIONAL PASS/FAIL CRITERIA IN ACCORDANCE WITH ASTM E1996 FOR TESTING PROTOCOL:E330.,E1886-02.& ' CS WIND ZONE 4 AS DEFINED IN ASTM E1996 WITH MODIFICATION 13Y THE FBC/IBC SECTION 1609.1.2.2(FBC:LOCATIONS WITH ULTIMATE E1996-02 WIND SPEED GREATER THAN 170 NPN). WIDTH TESTED-120'0 DP-23 PSF • INSTALLATION IN THESE LOCATIONS SHALL MEET THE MINIMUM SEPARATION TO GLASS TABLES ON SHEET 9.THE SEPARATION TO GLASS LABORATORYNo. 464b Q MAY BE REDUCED BY USING STORM BARS ON SHEETS 18 TO 22 DATE:JUNE 17,2005 REPORT NO.2 C. INSTALLATION WITH INTERMEDIATE,ENO.AND CORNER MULLIONS REQUIRE A FLORIDA PRODUCT APPROVAL-FOR USE WITH THIS TYPE OF FILE NUMBER 05-418 TESTING PROTOCOL,-E330,E1886-02& SHUTTER SYSTEM. E1996-02 D. INSTALLATIONS SHALL NOT EXCEED THE MAXIMUM ALLOWABLE STRESS DESIGN(ASD)DESIGN RATINGS AND MAXIMUM SIZE LIMITS BELOW. WIDTH TESTED-281'6 DP-60 PSF ULTIMATE DESIGN WIND LOADS DETERMINED BY THE FBC AND ASCE 7-10 SHALL BE REDUCED TO ASD BY MULTIPLYING 0.6(SEE FBC SECTION LABORATORY No.4596 e 1609.1.2.4). DATE:APRIL 39.2005 REPORT NO.1 38 PSF MAX.PRESSURE 0 278"MAX.WIDTH FILE NUMBER 05-418 TYPICAL SINGLE UNIT ELEVATION 140 PSF MAXZ .PRESSURE 0 96"MAX.WIDTH TESTING PROTOCOL E330,E1886-02& SINGLE SPAN UNIT INSTALLATION-NS SEE TABLES ON SHEETS 7 THROUGH 22 E1996-02 WIDTH TESTED-242.5'0 DP-80 PSF 4n E. IMPACT LEVEL D:9-1/4 LB LARGE MISSILE IMPACT. Q N LABORATORY No. F. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PARI OF THIS APPROVAL DATE:AUGUST S1,,20 2000 O W B H. INCREASE IN ALLOWABLE STRESS(1.33)HAS NOT BEEN INCORPORATED INTO THE DESIGN OF THIS PRODUCT. FILEREPORT iv: Z TESTINC.PROIDCOL•TAS 201 m�� 2'3 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT THE EXISTING STRUCTURE IS DESIGNED TO SUPPORT THE LOADS FROM STORM BARS TESTED:21211/4,W.1/8,- 1c,_ THE SHUTTER SYSTEM AND MULLIONS.EXISTING STRUCTURES NOT ABLE TO SUPPORT THESE LOADS SHALL BE EVALUATED AS A SITE SPECIFIC 2.4e1/B,2x4.1/4 ,C" PROJECT.SEE NOTE 4 OF PRODUCT EVALUATION NOTES. AMERICAN TESTING LAB OF SOUTH FLORIDA, W Ty-SEE TABLES ON SHEET 9(EITHER DIRECTION) INC, J Tv=SEE TABLES ON SHEET.9 LABORATORY Na. 0928,01-09 G DATE:FEBRUARY 2,2010 S T GCERTIRCA 71ON No.09-0203.02 TESTIPROTOCOL-E33G-02.E1886-05 fix•. Ty-'SEE TABLES ON SHEEf'9.(EITHER DIRECTION) -&E1996-05 :OJf 4; .a o WIDTH TESTED=204.0 DP=62.PSF j " END-RETENTON TRACKS NON-RETENTION TRACKS WIDTH TESTED-120"0 DP-100 PSF J S. ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T6 ALLOY(UNLESS OTHERWISE NOTED OR CAN BE REPLACED WITH 6061-T6 ALLOY). A C .' 21-1Z DATE.' OCTOBER 16.2012 J OI 2-6 ( 6. SHUTTERS MAY BE MOTOR,TAPE PULLEY.OR GEAR DRIVEN, CERTIFICATION No.2650.01 C �- TESTING PROTOCOL 201-94,&203-94 •� ,,: 7. SHUTTER MANUFACTURE'S LABELS SHALL BE IN ACCORDANCE WITH SECTION 1709,9 OF THE FLORIDA BUILDING CODE. WIDTH TESTED=72"0 DP=50 PSF PRODUCT EVALUATION NOTES: WIDTH TESTED-96"0 DP-25 PSF C WIDTH TESTED-48"0 DP-140 PSF I. THIS PRODUCT EVALUATION DOCUMENT(P.E.O.)PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE C 'B SPECIFIC PROJECT;I.E.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. LABORATORY No. 'OB03.02-12 DATE: OCTOBER 16.2012 2, CONTRACTOR SHALL BE RESPONSIBLE FOR THE SELECTION.PURCHASE,AND INSTALLATION INCLUDING UFE SAFETY OF THIS PRODUCT BASED ON CERTIFICATION CO'201-1 TESTING PROTOCOL'201-94,&205-94 THIS PRODUCT EVALUATION PROVIDED AND SHALL NOT DEVIATE'FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. WIDTH TESTED-100"0 DP=65 PSF �+--• SLAT SPAN SLAT SPAN 3. THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. WIDTH TESTED=274"0 DP-23 PSF WIDTH TESTED-102"0 DP-140 PSF g 4. SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF _ �� LL•O' 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 No. 0803.03-12 AS A DELEGATED ENGINEER.TO THE P.E.D.ENGINEER,SHALL SUBMIT SITE SPECIFIC DRAWINGS FOR REVIEW. DATE:OCTOBER 19,2012 p'R, Q TYPICAL MULTIPLE UNIT ELEVATION CERTIFICATION No.2650.01 Z 201-94,202-94 - INTERMEDIATEKIWONREQUIREDFORINSTALLATION- N.TS. TESTING PROTOCO pt�CHOR&FASTENING NOgS; _ L• 203-94 O• M ' 1. ALL FASTENERS SHALL BE CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50010 OR STAINLESS STEEL 304 OR 316 SERIES WITH 50 WIDTH TESTED-144'O DP-+45/-60 PSF I KSI YIELD POINT AND SO KSI ULTIMATE TENSILE STRENGTH. p LABORATORY No: 0803.04-12 � Q-• � 2. NO EMBEDMENT INTO NON-STRUCTURAL COMPONENTS SUCH AS,STUCCO.TILE.SIDING,ETC.SHALL BE CONSIDERED AS PART OF THE EMBEDMENT. DATE:OCTOBER 19,2012 �1i p�OA CERTIFICATION No.2050.01 3. THE ANCHOR SPACING AND DESIGN PRESSURES ARE VALID FOR EDGE DISTANCES AND MINIMUM EMBEDMENT SHOWN ON SHEET:9.THE MINIMUM TESTING PROTOCOL.202-94 /11111111/ EDGE DISTANCE FOR THE 1/4-14&'5/16-24 DRIL-FLEX SCREW IS 1/2•AND SHALL BE ATTACHED TO 6063-T6 ALUMINUM OR A36 STEEL(OR WIDTH TESTED=96"0 DP=25 PSF BETTER). WIDTH TESTED=72"O OP 50 PSF- WIDTH TESTED=48"0 DP-140 PSF a� EXISTING STRUCTURE(TYP) CONCRETE.FILLED CMU,HOLLOW CMU, TIMBER,ALUMINUM,OR STEEL .' •.. n.•f " f • e'• f 5/16.0 TAPCON 0 12"O.C.(TYP) • .• q BUILD—OUT HEADER .ya • a a - (OPTIONAL) • 1/4"0 SELF—TAPPING B' y f' SMS W 12 D.C.(TYP) n .SHUTTER HOUSING1 5/16"0 TAPCON, yy 3/8.0 ANCHOR, 5 1/4-1c SCREWS,OR m 5/16-24 SCREWS(TYP) SLAT.LOCK END CONNECTOR 1/4'MAX 1/4'0 TAPCON 1/4'MAX m'� •j (SEE TRACK MOUNT TABLES EVERY OTHER'SLAT AT EACH END O e"O.C. ON SHEETS 10& 11 FOR 5%8'0 ACCESS HOLE 5/80 ACCESS HOLE SPACING) 0.2"MIN 1/4.0 TAP ON 0 8,O.C. NON-RETENTION SLAT NON-RETENTION SLAT ® 0 5/8"0 OR 13/16.0 (SEE SLAT PERFORMANCE TABLE (SEE SLAT PERFORMANCE TABLE ACCESS.HOLE(TYP) ENO—RETENTION TRACK SHOWN ON SHEET 7 FOR 3'TRACK) ON SHEET 7 FOR 4•'RACK) OPEN FACE TRACK SIMILAR ALL MOUNT�PTION 1A) WALL MOUNT (OPTION 16) WALL MOUNT OPTION 1C) + o 7If4°END-RETENTION TRAIX-N.T.S. 3'NON-RETENTION TPAG(-N.T.S. �l 4•NON•RETENTION 1 1/2• STAGGERED STAGGERED �O W gn Lu- I 58MU SLAT Lu LI �g q • ll_!J I # SIDE RAIL/TRACK ^ / 5/I6"0 TAPCON, OI 5/16"0 TAPCON, 3/8.0 ANCHOR, OPTIONAL STAGGERED VERTICAL BUILD—OUT C Y 3/8'0 ANCHOR, 1'xb" OPTIONAL STAGGERED 1/4-14 SCREW.OR 1"0" 1/a—I4 SCREW,OR i 2'x4' ATTACHMENT 5/16-24 SCREW(TYP) 2'x3• ATTACHMENT (OPRONAL) •� 5/16-24 SCREW(TYP) 3•xc• (SEE 3'BUILD—OUT TABLES ON (SEE 4•BUILD—OUT TABLES ON / 4•x4• SHEETS 12&13 FOR SPACING) 1/8"OR 1/4'WALL THICKNESS SHEETS 11 & 12 FAR SPACING) (SEE TRACK MOUNT TABLES ON C END—RETENTION SHOWN SHEET 11 FOR THICKNESS) 1/4'0 SELF—TAPPING SMS(TYP) W { END—RETENTION 1/8"OR 1/4"WALL THICKNESS OPEN FACE AND tl TRACK SHOWN (SEE TRACK MOUNT TABLES ON NON—RETENTION 4 ^ OPEN FACE AND�� SHEET 11 FOR THICKNESS) TRACKS SIMILAR L2'.2'x1/8'ALUM.(TYP) ,\ NO N—RETENRON ® TRACKS SIMILAR SLAT LOCK END CONNECTOR • �'••• FEVr K END CONNECTOR EVERY OTHER SLAT AT EACH END 'M'- Z; LL �• 1/4-14 SCREW,OR HER SLAT AT EACH END 1/4-14 SCREW,OR 1/8'THICK ALUM ANGLE SILL5/16-2a SCREW(TYP) 5/16-24 SCREW(TYP) 0.2''MIN (OPTIONAL)(SEE TRACX MOUNT TABLES IN (SEE TRACK MOUNT TABLES ON SHEET 11 FOR SPACING) ON SHEET 11 FOR SPACING) 5/8.0 ACCESS HOLE(TYP) •5/B"d ACCESS HOLE(TYP) o ,• BUILD-OUT SILL 1 (OPTIONAL) 4"BUILD-OUT PTION 2A A 3"BUILD OUT OPTION 2B B BUILD-OUT SECTION NON­RETENTION-N.T.S. ENO.0.ETEN110N A NON•RETENRON-N.T.S ENO-RETENiTON&NON•AETENTION-N.T.S. It,/1111111\\\' N NOTE: ACCESS HOLES FOR 3/8'ANCHORS ARE 13/16'0 •"'�V - N EXISTING STRUCTURE(TYP) CONCRETE,FILLED CMU,HOLLOW CMU, 5/16'P TAPCON(TYP) TIMBER,ALUMINUM,OR STEEL OPTIONAL STAGGERED OPTIONAL STAGGERED (ENDCAP SYSTEM ONLY) ATTACHMENT ATTACHMENT 4 5/16`0 TAPCON,3/8'0 ANCHOR, 5/16`a TAPCON,3/8'0 ANCHOR. ' 1/4-14 SCREW,OR 5/16-24 SCREW(TYR) 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) (SEE 4'1 3',OR 2-BUILD-IN TABLES ON (SEE 3'OR 2'BUILD-IN TABLES ON •' A . SHEETS 14 TO 17 FOR SPACING) n d SHEETS 15 TO 17 FOR SPACING) ,• ' .n •e.�' e. 1 - .•, ,. NOTE: .. _ .4 n � t M1 A,� NOTE SEE BUILD-IN TABLE SEE BUILD-IN TABLE o C CORRESPONDING 70 THE 0 c-'• 2•%4• CORRESPONDING TO BUILD-IN WIDTH AGAINST.THE c1 THE BUILD-IN WIDTH r Z•%3• EXISTING STRUCTURE e• •4 3•W AGAINST THE • 3 4'N4• EXISTING STRUCTURE _ ". •' .� / 3'%3• Qs a 1/8'OR 1/4'WALL THICKNESS • 7M"11 1/8'OR 1/4'WALL `3nttNUimC / (SEE TRACH MOUNT TABLES ONTHICKNESS(SEE TRACKSHEET 11 FOR THICKNESS) MOUNT TABLES ON ) OSHEET 11 FOR THICKNESS SLAT LOOK END CONNECTOR SLAT LOCK END CONNECTOR EVERY OTHER SLAT AT EACH END •, EVERY OTHER SLAT, AT EACH END 0.2'MIN 0.2'MIN �. END-RETENTION TRACK SHOWN,OPEN FACE ENO-RErENNON TRACK SHOWN,OPEN FACE 5/8'0 ACCESS HOLE 1„r) AND NON-RETENTION TRACKS SIMILAR ( ) AND NON-RETENTION TRACKS SIMILAR C 5/8.0 ACCESS HOLE TYP 1/4-14 SC SEE TRACK MOUNT TABLES ONREW,OR 5/16-24 SCREW(TYP) Z.�.. ( 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) 1— SHEET 11 FOR SPACING) (SEE TRACK MOUNT TABLES Q ON SHEET 11 FOR S-ACING) d y 4" 3" OR 2" BUILD-IN PTION 3A A 3",OR 2" BUILD-IN(OPTION 3B) 5/8'ACCESS HOLE(TYP) END-R NOt RETENTION-N.TS. ENO-RETENTION B,NON-RETENTION-N.TS. SHUTTER HOUSING WZ� m:�p 1/4-14 SCREW,OR 5/16-24 SCREW(TYR) �0= (SEE TRACK MOUNT TABLES e+pm�p'�rE..-�d ON SHEET 11 FOR SPACING) 447'.2 W 58MM SLAT `--y"-r U'%3'%3/8'ALUM. IN J a L3'%4`x3/8'ALUM. O SIDE RAIL/TRACK 'p 5/16.6 TAPCON,3/8.0 ANCHOR, w r Z .. - 1/4-14 SCREW OR 5/16-24 SCREW(TYP) W • (SEE 3/8'ANGLES TABLE ON -. SHEETS 16 k 17 FOR SPACING) • 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) 0 (SEE TRACK MOUNT TABLES VERTICAL BUILD-IN cn z 'f ON SHEET 11 FOR SPACING) " SUi LOCK END CONNECTOR C 4 EVERY OTHER SLAT AT EACH END N 0.2'MIN C �i e END-RETENTION TRACK SHOWN,OPEN.FACE - a AND NON-RETENTION TRACKS SIMILAR • e - 5/8'a ACCESS HOLE(TYP) • SUT LOCK END CONNECTOR a 5/18'0 TAPCON,3/8"0 ANCHOR, ' EVERY OTHER'SLAT AT EACH END 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) / (SEE 3/8'ANGLES TABLE ON 6J d•'. i '0.2'MIN SHEETS 16& 17 FOR SPACING) 5/8.0 ACCESS HOLE(T1?) f ,Q END-RETENTION TION SHOWN,OPEN FACE AND NON-RETENTION TRACKS SIMILAR L3x3x3/8 ANGLE BUILD-IN(OPTION 4A) L3x4x3/8 ANGLE BUILD-IN(OPTION 4B) BUILD-IN SECTION %o` 1 A END•RETEN ION 8NON-RETENTION-N.T.S A END-RETENTION 8 NON-RETENTION-N.T.S. B END-RETENTION 8NON-RETENTION-N.TS. �' O \\ I ` rrrrrunlnlN NOTE: ACCESS HOLES FOR 3/8'ANCHORS ARE 13/16.0 .,- CV BUILD-IN,BUILD-OUT.END. EXISTING STRUCTURE UP TO 350 LBS SHUTTER WEIGHT WITH: INTERMEDIATE MUWON OR CORNER MULLION TIMBER.ALUMNUM.CONCRETE,FILL 1)COR STEEL CMU. (4)5/16.0 TAPCONS OR UP TO 1DO LBS SHUTTER WEIGHT WITH: UP TO 200 LBS SHUTTER WEIGHT WITH: (6) 1/4.0x1'SMS (2)5/18'TAPCON OR (3)5/16'm TAPCONS OR �u • (3) 1/4'0x1'SMS (4) 1/4'0.1'SMS a 1/4-0 SELF-TAPPING SMS(TYP) 5/16.0 TAPCON(TYP) is� ---- ---- ---- ---- MOUNTING BRACKET g : END-RETENTION&NON-RETENTION INSTALLATION-N.TS. iij +# ---- ---- ---- r4pI s`o STEEL BRACKET STEEL BRACKET STEEL BRACKET MOUNTING BRACKET INSTALLATION END-RETENTION&NON-RETENTION INSTALLATION-N.T,S, \' J 6 Z t0 Iq C g 3/16.0 ALUM,POP-RIVETS Z W v~a ROLL FORM.030 TO.050 ALUM.HOOD CSAR PLATE ?- ' BACK SIDE MOTOR BRACKET �r.0:W 3/16'0 ALUM.POP-RIVETS 1/4"0 TAPCON® 1B"O.C.(TYP) 1/IS SELF-TAPPING SMS 1B' O O.C.(TYP) 92- 1/8- 1/8'HOOD ANGLE P W 1/8'HOOD ANGLE SIDE RAIL P.——A 1/4-0 SELF-TAPPING SMS ✓/ M5x7 LLJO 018'O.C.(TP) 9=11 1/4"0 TAPCON® 18"O.C.(TYP.) W GEAR OR TUBULAR MOTOR g STEEL OR ALUM.TUBE DRIVE CAP gGg 60MM Ub 4 70MM UP 70 120'SF OR 160' 100MM OVER 120 SF.OR 180" 70MM j CUSTOM HOOD WALL ATTACHMENT CUSTOM HOOD CEILING ATTACHMENT BEARING PLATE OR 910.3/4'TENS ch w END-RETENTION&NON-RETENTION INSTALLATION-N.TS. END-RETENTION&NON-RETENTION INSTALLATION-ATS. IOL ER SUPPORT C a y d STD.OR ADJ.PHOT CASTSIDE CAP W 'wag 0 6"TO 14' 'way ! ROLL FORM.030 TO,050 ALUM.HOOD FRONT SIDE ��`` ���•• ''moi LL40 yl.i .0: 910x3/4'TEKS W SIDE RAIL END CAP COMPONENTS AND ASSEMBLY i Q END-RETENTION&INON-RETENTION INSTALLATION-N.TS. ALUMINUM HOOD COVER �Innnn�" END-RETENTION&NON-RETENTION INSTALLATION-N.TS. � o 2.965' #10.21/z-sus SS 316 FH 0.312• "060, 1.364 L� - • OR LONGER ACETAL END CONNECTOR 0.065' 0.159- � / 0 58 MM SLAT 0.062' 0.069' 0.057' O 0.316-� -T0.800' �•2.130' 0.079'-, � c 0.725 1.051' 0.354- C.185' 0.512• 0.057- J "1 }F' :g °.070' 0.080" 0.125• 0.100- qq 1.150' 1.261• 0.100• 0.775' ; 0.120 o.1z5 434 6063-T6 ALUMINUM 3"SIDE RAIL L NON-RETENTION TRACK-SCALE 1:1 /y / Nt 0.100• 0.188" 4000• SIDE RAIL - 2.5E4' 3.245' 6063-T6 ALUMINUM 3 1/4"SIDE RAIL 0 '231• 3 I14•END-RETENTION OPEN FACE TRACK-SCALE I:1 O 0.100' j 0.125' 0.250•+{ rm 3.245' 0.070 0.125' N 1.237- 0.775' ,.z9, °.725 0.434 END CONNECTOR DETAIL ¢'�, y 0.187' ENO-RETQRIONINSTAl1AT10N-NT ig. 0.100' � 0.188' 0.125' �C / 1.1.1 Z / •/ / % -}F- NYLON 6 END CONNECTOR 0.100' 0.125• 0.237" -� #10a 1-SMS OSS 316 CF3 R LONGERZ d +j f`0.120' W ,.150• 0.070' 0.775 6063-T6 ALUMINUM 4"SIDE RAIL O 58 MM SLAT iia-J1 1 0.100' 0.434' 4'NONiLETEN710N TRACK-SCALE 1:1 O .125' 0.100" J_ 0.100' a 2.697- 0.375 O LU _ 0.181 0.400' 0.160' 6063-T LUMINUM 3 1 4"SIDE RAIL ® ® 0.660" � \`� O 'j i ENOiLETENTION STANDARD TRACK- - 0.410' 2.288' - C 1.608• SLAT LOCK END CONNECTOR 0.125' 'RETENTION INSTALLATION-SCALE I:1 2.394• 2.697' 0,562' SIDE RAIL 2.645' 2�•'�0� b' 0.203' L 0.191' � _ �C: o u•7�"O•O ' 0.556" 2.698' ® •W Hn 6063-T ALUMINUM 58MM SLAT EN6 BNON-REfINTlON SLAT-SCALE e _ 1.808• NOTES: MODULES tt E='14000 451 ��i b �'�� •O4♦ ' MOMENT OFF INERTIA I=.040 IN"-4/Fi � SECTIONAL AREA A- 1.713 IN"2/FT SLAT END CONNECTOR SLAT LOCK END CONNECTOR END CONNECTOR DETAIL �'FIFII�II"` SLACK(SLIP) Slack- .25±.04 IN NON•RETENTIONINSTALLATION-SCALE I:1 NO*REFENTIONINSTALLATION-N.TS. RETENTION INSTALLATION-SCALE I:1 "d �7 ANGLE BUILD-INS(TYP) 4',3',OR 2'BUILD-INS(TYP) 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) (TYPICAL ATTACHMENT OR kkk (SEE BURD-INSTABLES ON ALTERNATE ATTACHMENT) END MUWON END MULLION SHEETS 14 TO 17 FOR SPACING) END VUWON 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) (SEE 3/8'ANGLES TABLES ON SHEET 17 FOR SPACING) r NOTE: NOTE: END MULLION END MULLION 1/4-14 SCREW,OR INSTALLATIONS SHALL INSTALLATIONS SHALL NOTE 5/16-24 SCREW(TYP) HAVE A FLORIDA r HAVE A FLORIDA ENO MULLION (SEE TRACK MOUNT.TABLES p� 1 ;3 PRODUCT APPROVAL PRODUCT APPROVAL INSTALLATIONS SHALL ON SHEET 11 FOR SPACING) Nil FOR THIS TYPE CF FOR THIS TYPE OF HAVE A FLORIDA exT�^�j^,R g 8 SHUTTER SYSTEM SHUTTER SYSTEM r PRODUCT APPROVAL & FOR TMS TYPE OF rSHUTTER SYSTEM 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) ENO-RETENTION TRACK SHOWN,OPEN FACE m � 1/4-14 SCREW,OR (SEE TRACK MOUNT TABLES AND NON-RETENTION TRACKS SIMILAR(TYP) �jS� 5/16-24 SCREW(TTP) END-RETENTION TRACK SHOWN,OPEN FACE END-RETENTION TRACK SHOWN,OPEN FACE ON SHEET 11 FOR SPACING) (SEE TRACK MOUNT TABLES AND NON-RETENTION TRACKS SIMILAR(TYP) AND NON-RETENTION TRACKS SIMILAR(TP) �. ON SHEET 11 FOR SPACING) i nTYPICAL END MULLION(OPTION 5A) WEND MULLION W/BUILD-INS(OPTION 5B) WEND MULLION W/ANGLES(OPTION 5C) EN6RETENTI0.Y 0 NON•REIENT70N-N.T.S. EN6RElENT10N 8 NON•RETENRON-N.T.S. END-RETENTION&NON-REI7NTTON-N.T.S. Z. O W INTERMEDIATE MULLION INTERMEDIATE MUWON INTERMEDIATEMULLION f 7 4 0 Eno ' r ANGLE BUILD INS(TYP) 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) ��O W NOTE: NOTE: (SEE BUILD INS TABLES ON NOTE: (TYPICAL ATTACHMENT) W+� INTERMEDIATE INTERMEDIATE SHEETS 14 TO 17 FOR SPACING) INTERMEDIATE m MULLION MULLIONMUWON 1/4-14 SCREW,OR N INSTALLATIONS SHALL INSTALLATIONS SHALL r INSTALLATIOkS SHALL 5/16-24 SCREW(TYP) m.� HAVE A FLORIDA r HAVE A FLORIDA HAVE A FLORIDAZ'O- PRODUCT APPROVAL PRODUCT APPROVAL (SEE 3/B'ANGLES TABLES PRODUCT APPROVAL ON SHEET 17 FOR SPACING) W FOR THIS TYPE OFOR THIS TYPE OF F FOR THIS TYPE OF J r SHUTTER SYSTEM SHUTTER SYSTEM SHUTTER SYSTEM C 1/4-ta SCREW,OR 5/16�2aS$CREW OR W 5/16-24 SCREW(TTP) (SEE TRACK MOUNT TABLES (SEE TRACK MOUNT TABLES ON SHEET 11 FOR SPACING) 4'•3',OR 2'BUILD-INS(TYP) / ON SHEET 11 FOR SPACING) 1.1 go ANGLE BUILD-INS(TYP) `r Ual (OPTIONAL ALTERNATE ATTACHMENT) ch C v END-RETENTION TRACK SHOWN.OPEN FACE C 1/4-14 SCREW,OR 5/16-24 SCREW(TP) AND NON-RETENTION TRACKS SIMILAR.(TYP) END-RETENTION TRACK SHOWN,OPENFACE (SEE TRACK MOUNT TABLES AND NON-RETENTION TRACKS SIMILAR(TYP) ON SHEET 11 FOR SPACING) END-RErENN,OPEN FACE AND NORNON-RETENTION TRACKON TRACK SSIVILAR(TYP) `���`` •�'1'• /� NT.MULLION(OPTION 6A) INT.MULLION W/BUILD-INS(OPTION 6B) INT.MULLION W/ANGLES(OPTION 6C) z_ END-RETENTION®NON•RETENTION-NTS. END-RETENTION 6 NON4LETENT[ON•N. END-RETENTION&NON-RETENNON-N.T-5. � 0 at 1 9 _ rrunna W N CC 0 1/4-14 SCREW.OR 5/16-24:SCREW(TYP) p (SEE BUILD-INS TABLES ON �+ SHEETS14TO 17 FOR SPACING; CORNER MULLION ANGLE BUILD-INS(TYP) (TYPICAL ATTACHMENT OR k.1 ALTERNATE ATTACHMENT) 4',D',OR 2-BUILD-INS(TYP) CORNER MULLION 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) '(SEE 3/8'ANGLES TABLES ON SHEET 17 FOR SPACING) NOTE:. / 1/4-14 SCREW OR ,��1.3 A CORNER MULLION 5/16-24 SCREW(TYP) & INSTALLATIONS SHALL NOTE: NOTE: (SEE TRACK MDUNT TABLES 8 HAVE A FLORIDA CORNER MULLION CORNER MUWON ON SHEEP 11 FOR SPACING) PRODUCT APPROVAL INSTALLATIONS SHALL INSTALLATIONS LA FLORIDA DNS i FOR THIS TYPE DF HAVE A FLORIDA y SHUTTER SYSTEM / PRODUCT APPROVAL PRODUCT APPROVAL FOR THIS TPE OF FOR THIS TYPE OF 3 SHUTTER SYSTEM SHUTTER SYSTEM L.TH 1/4-14 SCREW.OR 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) END-RETENTION TRACK SHOWN,OPEN FACE END-RETENTION TRACK SHOWN,OPEN FACE 5/16-24 SCREW(TP) (SEE TRACK MOUNT TABLES AND NON-RETENTION TRACKS SIMILAR(TYP) AND NON-RETENTION TRACKS SIMILAR(TYP) (SEE TRACK MOUNT TABLES END-RETENTION TRACK SH01PN,OPEN FACE' ACE ON SHEET 11 FOR SPACING) Z ON SHEET 11 FOR SPACING) AND NON-RETENTION TRACKS SIMILAR(TYP) nTYPICAL CORNER MULLION(OPTION 7A) nCORNER MULLION W/BUILD-INS(OPTION 7B) D CORNER MULLION W/ANGLES(OPTION 7C) BID-RETENTION&NbN-RETENTION-N.TS.- END-REIENIION&NON4IETEMION-N.TS. END-RETENTION&.NON-RETENTION-KT.5. fA Q 0 Eno O'W W Z SLAT PERFORMANCE 4'NOt-RETENTION TRACK z J_ MAXIMUM DESIGN SLAT PERFORMANCE (STAGGERED) to G PRESSURE OF A SINGLE S NDN-RETENTIDN TRACK Z UNIT SLAT WALL FOR ANY W HEIGHT ATTACHED AND MAXIMUM DESIGN .. FOR ANY CONFIGURATION PRESSURE OF A SINGLE g og UNIT SLAT WALL FOR ANY J .�9 SLAT SPAN PRESSURE HEIGHT ATTACHED PND PSF FOR ANY CONFIGURATION I@ 72' 65C 3 76' 58 SLAT SPAN PRESSURE •� 80' 52 (PSF) VERTICAL BUILD-OUT C E7 84• 48 72' 65 OR BUILD-IN •C 15 8 88' 43 76' 58 dy 92' 40 80' 52 96' 36 84' 48 1 $ G D 100' 34 88' 40 7 104' 31 92' 350 r 108' 28 96' 30 ��rg,'�• b _�•. g.° 117 zs _ tib• 22 NOTE:THE NON-RETENTION STAGGERED SPACING.DETAIL = ,a 120• 20 SLAT SPANS OR DESIGN OPTIONALATTAOIMBITINSTALUITION-NTS. WIND LOAD SHALL NOT 1'F EXCEED THE'SLAT :O•• , 4 • CORNER MULLION ELEVATION NOTE:THE NON-RETENTION SLAT SPANS PERFORMANCE'TABLES FOR �J s Q..• OR DESIGN WIND LOAD SHALL NOT ANY CONFIGURATION. �i��qb O!4 SINGLE 00.MULTIPLE MULLION INSTAl1ATi0N5-N.T.6. EXCEED THE'SLAT PERFORMANCE' TABLES FOR ANY CONFIGURATION. //i1171171111�V � o N=� R 2-3 �Nv wO I I 3• 2" r :1101-[7: --- _ = s -----_----J --- 0--- -IIS Fitwg ze Q 0 0 w MW SLAT LOCK(TIP) Nom I iI POLYCARBONATE BUTT JOINT(TYP) I I X6,9 g== SLAT SPAN Ny I I � GROUPED VIEWPORT UNIT ELEVATION 'v N v SINGLE OR WLTfP E UNIT INSTALLATIONS•N.T.S. Z O TYPICAL VIEWPORT WINDOW DETAIL z GROUPED CONFIGURATION SHOWN ALTERNATING SIMILAR-N.T.S. �A 4�t�la SOW H� 0.085• ! BVIEWPORT SLAT PERFORMANCE m y 0 z POLYCARBONATE WINDOW 10-.MIN.48"MAX.LENGTH g '_ f 2-3 END-RETENTION TRACKS ONLY :g C C" MAXIMUM DESIGN PRESSURE OF A NOTES: TENSILE YIELD STRENGTH ASTM D538 9.500 PSI d SINGLE UNIT SLAT WALL FOR ANY FLEXURAL STRENGTH Ai YIELD ASTM D790 13,400 PSI IAJ J 14EIGHT ATTACHED WITH 1'X3' NOTCHED FLEXURAL MODULUS ASTM D250 345,000 PSI m---L NOTCHED IZODDENSITY ASTM D25fi 17 .Fr-5%LB/IN E1�O POLYCARBONATEVIEW PORT 1.438" SMOKE'BURNT ASTM D2843 64.SR MAX p� WINDOWS FOR ANY RATE OF BURNING ASTM D635 C-1 CLASS 'Z SELF IGNITION ASTM D1929 980'F W CONFIGURATION TENSILE STRENGTH AFTER WEATHERNG ASTM D638 8.840 PSI .. 4� t TENSILE STRENGTH BEFORE WEATHERING ASTM D638 .8,880 P51 ow SLAT SPAN PRESSURE SPECIFIC GRAVITY ASTM D792 0.043 L8 SIN' V � PSF) J d 120' 700 ch i iso w 1 s POLYCARBONATE VIEWPORT WINDOW d 138' 94 SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN.SCALE 1:1 C 144' 91 'O1 a N 150• Ss W ----- — ----- -—— 156 e1 q� o 162' 77 0.375" 1.000• 0.410' WINDOW 0.899• 168' 73 SLAT LOCK(T1'P) 174' 69 CUTOUT `�` ' ' '• �i 0.125' SLAT SPAN 180' 66 186' 63 fi=r• .J- sz ALTERNATING VIEWPORT UNIT ELEVATION 192' sD 0.562' _ '� :a- SINGLE OR MULTIPLE UNIT INSTALLATIONS•N.T.S. 198' 58 C 204' SS %�'•• L w .0:203' 0.191• .0 __iTf g 2.698• 1 �� NOTE: FOR ATTACHMENT DETAILS SEE SHEETS 2 THRU 7 NOTE:THE VIEWPORT SLAT SPANS OR DESIGN WIND / LOADS SHALL NOT EXCEED THE'VIEWPORT SLAT 6063-T6 ALUMINUM 58MM'SLAT PERFORMANCE"TABLES FOR ANY CONFIGURATION. END-RETENTION VIEWPORT SLAT-SCALE 1:1 C'V CO o LOADS ON EXISTING STRUCTURE FROM SHUTTER SYSTEM END-RETENTION TRACKS NON-RETENTION TRACKS Ti=PARALLEL LOADS(PLF) MINIMUM SEPARATION TO GLASS(INCHES)REQUIRED FOR MINIMUM SEPARATION TO CLASS(INCHES)REQUIRED FOR SLAT PRESSURE(PS INSTALLATION IN WIND ZONE 40R ESSENTIAL FACILITIES INSTALLATION IN WIND ZONE 40R ESSENTIAL FACILITIES SPAN 140 130 120 1 110 100 1 90 80 1 70 60 50 40 30 SLAT PRESSURE(PS SLAT PRESSURE SF 36' 210 185 180 165 150 135 120 105 90 75 60 45 SPAN 140 130 120 110 100 90 80 70 60 50 40 30 SPAN 65 60 55 50 45 4D 35 30 25 20 48' 280 260 240 220 200 180 160 140 120 100 80 60 36' 2.3 22 2.0 2.0 20 20 2.0 2.0 2.0 2.0 2.0 2.0 56' 2.0 2,0 20 2.0 20 20 20 2.0 2.0 20 80' 798 852 513 387 250 225 200 175 150 725 100 75 4T 3.9 3.7 3.4 3.1 29 2.6 2.3 2.1 2.0 2.0 2.0 2.0 60' 2.2 2.1 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 �. �2 60' 4.8 4.7 4.6 4.5 4.4 4.2 4.1 3.8 3.3 2.8 2.3 2.0 64• 2.9 2J 24 22 2,0 2.0 20 2.0 2.0 20 =i72' 1789 1595 1410 1225 1040 854 668 482 298 150 120 90 g 7 4 6 4 0 d 1 5 2 5 4 5 . . . . . . .6 4.5 4, . .1 3.1� . .4 3. . . .3 20 2.0 2.0 20 84' 2858 2427 2194 1970 1738 1502 1278 1042 808 571 334 105 72' 53 42 4 68' 37 3 7 28 25 2 84' 5.9 5.8 5.6 5.5 5.3' 525.0 4.9 4.8 4.6 4,5 4.3 77 4.6 4,3 3.9 3.6 32 2.8 2.5 2.1 2.0 20 98' 3463 3211 2938 2664 2382 2107 1823 1539 1282 976 689 401 96' 6.5 6.3 6.1 6.0 5.6 5.776'5.4 5.2 5.0 4.9 4.7 76' 5.3 4,9 4,4 4.0 3.5 31 2.6 2.2 20 ' 108' 4296 3975 3654 3331 3007 2675 2349 2014 1686 1348 1009 670 108' 7.1 6.9 6.7 6.6 6.4 6.2 6.0 5.8 5.6 5.5 5.3 5.1 80' 6.0 5.4 4.9 4.3 38 3.3 2,1 22 ', 3 120' 5096 4727 4365 3993 3819 3236 2860 2473 2085 1696 1304 911 r 120' 7.8 7.6 7.4 7.2 7.0 6.8 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 26 3795 3368 2930 2490 2048 1594 1147 gy 132' 5893 5418 5085 4644 4221 m 13T 8.6 8.3 8.1 7.9 7.6 7.4 7.1 6.9 6.6 6:4 6.1 5.9 8B' - 7.1 6.3 5.6 4.8 4.0 3.2 144' 5763 5293 4821 4345 3887 3377 2885 2389 1882 1372 144' 6.9 8.6 8.4 8.1 7.8 7.5 7.2 6.9 6.6 6.3 97 - - - 7.6 6.6 5.7 4.7 3.8 $ 158' 5941 5427 4902 4385 3832 3279 2130 2169 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 5.6 4.5 tg 168' - - 6025 5450 4871 4279 3681 3071 2447 1817 168' 10.1 9.7 9.3 8.9 8.5 8.1 7.6 7.2 100' 7.9 6.6 43 MR"1. , 180' - 5997 5388 4725 4076 3412 2733 2039 160' 10.7 10.2 9.7 9.2 8.7 0.2 7.7 104' 9.3 7:7 6.2 192' 5864 5171 4470 3753 3012 2281 192' 11.3 10.7 10.1 9.5 8.9 82 108' 9.0 72 204' - - - 5623 4864 4094 3299 2484 204' - 11.8 11.0 10.3 9.6 8.9 112' - 10.4 A3 Z 216' - - - 6067 5257 4435 3586 2707 216' 12.1 11,3 10.4 9,5 116' - 9.6 228' - - - - 5649 4778 3865 2938 228' - 13.3 12.3 11.3 19.2 120' - - 11.0 .�Z LAJ 240• - - 6040 5108 4152 3162 240' 114.7 13.5 123 11.0 W y 252' - - - 5447 4438 3385 252' - 14.8 13.3 11.9 4 y 264' - - - - - 5788 4717 3609 264' - - - - 162 14,6 12.9 276' - - 5002 3833 276' - 15.9 13.9Lu�Z... �O= LOADS ON EXISTING STRUCTURE FROM SHUTTER SYSTEM Z d T,=PERPENDICULAR LOADS(PLF) j SLAT PRESSURE(PS Lu SPAN 140 130 120 110 100 90 '80 70 60 50 40 30 p a' 36' 212 197 182 167 152 137 122 107 92 77 62 47 W 48' -282 262 242 222 202 '182 162 142 122 102 82 62 .. 60' 351 326 301 276 251 226 201 176 151 '126 -101 76ffi 72' '421 391 361 331 301 271 241 211 181 150 121 91 .V.1 � ^ 84' 491 456 420 386 350 315 281 246 211 176 140 108 ANCHOR Convey&Filed Hollow CMU Wood J a 08' 560 520 481 441 400 361 320 280 241 201 161 121 Min.Edge MN Enb.Min.Edge MN Ed).Min.Edge Min Enb. 114'ULTRACON HFH 2' 2' 2' 1 1/4' 2' 7 C 108' 1 631 585 541 486 451 405 361 315 271 226 181 1 136 5116'ULTRACON HFH 312' 2- 312' 11/4' 2- 7 �y z 120• 1 701 1 650 601 551 1 501 450 401 350 1 300 250 200 151 3/8'CCNFLEX 3314' 3 12' - - - - 132' 771 715 661 606 550 498 441 386 331 276 220 166 1l4'-20 SIDEWALK BOLT Wi PANELMATE INSERT 312' 13/4' 312' 11/4' 2- 7 L7a' 144' 721 660 600 540 1 481 420 360 301 240 180 1/4'PANELMATE PRO,PLUS,FEMALE,&TVAS .212' 2' 212' 1 114' 2' 7 C a 156' 715 651 SB6 520 456 390 320 281 195 39'SIDEWALK BOLT 9 POWERS DRORN 312' 1112' 4- 11/4* W 3z3� 188' 701 631 561 491 421 351 280 210 180' - 675 601 525 451 376 301 225 192' 640 560 460 401 320 240 - 204' - - 596 510 426 340 255 216' 631 S40 451 381 270 228' - - - - 570 476 380 286 _,p:. a BDO 500 400 301 = l 0 ;z. 252' 525 421 316 sat. ¢ 284' - 551 440 330 : e 276' 461 345 �7/4111111111CV �.. N �� o a TRACK MOUNT TRACK MOUNT TRACK MOUNT END-RETENTION TRACKS END-RETENTION TRACKS END-RETENTION TRACKS MAIOMUMDESIGN PRESSURE OF ASINGLE UNIT SLAT MAXIMUMDESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE :��� Pm WALLFORANYHEIGHTATTACHEDWTH WALL FOR ANY HEIGHT ATTACHED WTH OFASINGLEUNITSLAT t9 5116'ELCO ULTRACON HFH @ 6'O.C. 5116'HFH ELCO ULTRACON @ 4.O.C. WALL FOR ANY HEIGHT ATTACHED WTH CONC. HOLLOW CONC.B HOLLOW TIMBER TIMBER 318'ELCO CONFLIX @ 8'O.C. FILLED CMU CMU FILLED CMU CMU SLAT SPAN SLAT SPAN .. : PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE CONC.6 > PSF PSF PSF (PSF) PSF PSF) SLAT SPAN FILLED CMUo.� 54' 140 140 140 84' 140 T7 92 PRESSURE - ' 57' 140 126 140 90' 140 68 81 (PSF) g 60' 140 113 138 96' 130 81 72 B6' 140 � 86" 140 92 111 102' 119 55 B5 102' 129 72' 140 77 93 108' 109 50 59 108' 119 78' 125 8s 78 114' 101 46 54 114' 110 a 84' 112 57 B8 120' 94 43 50 120' 102 0 90' 100 50 59 126' 87 40 48 128' 95 Z 96' 90 44 53 132' 82 37 43 132' 89 e/1 102' 82 40 47 13W 77 35 40 136' 84 Q 108' 75 38 42 144' 72 32 38 144' 79 CILU 114' 89 33 39 150' 68 30 35 150' 75 w Z 120' 64 30 35 156' 85 28 33 156' 71 m Z 126' 59 28 32 162' 61 27 31 162' 67 W3 132' 55' 26 30 16W 5B 25 30 168' 64 ae4`.Z.� 138' 52 24 28 174' 55 25 28 174' 61 L J 144' 49 23 26 180' 53 23 27 1S0" 58 4r a 150' 46 21 24 186' 51 22- 26 186' 56 tO Z 156' 43 20 23 192' 48 21 24 192' 53 W 162' 41 19 22 198' 46 20 23 198' 51 +o 168' 39 18 20 204' 45 20 22 204' 49' LI S We 37 17 19 210' 43 19 21 210' 47 J 180' 35 16 18 216' 41 18 21' 216' 4B pl 186' 34 15 17 222' 40 18 20 222' 44 192' 32. 15 17 M. 38 17 19 228' 42 •d ` s 198' 31 14 16 234' 37 16 18 234' 41 _C 204' 30 13 15 240' 36 18 18 240' 40 ..E 210' 29 13 15 246' 35 15 17 246' 38 W 1 M1 216' 27 tt 14 252' 34 15 17 252'- 37 i7 222' 26 12 13 258' 33 14 16 258' 36 228' 28 12 13 284' 32 14 15 284' 35 234' 25 11 12 270' 31 13 15 270' 34 g �: .240' 24 11 12 278' 30 13 15 276' 33 _`Z?;'•a .• O. NOTE:THE NON-RETENTION SLAT AND VIEWPORT SLAT SPANS OR DESIGN WINO LOADS SHALL NOT 7 EXCEED THE'SLAT PERFORMANCE'TABLES ON SHEETS 7 AND 8 FOR ANY CONFIGURATION, i 1111111111 Lti p o r� TRACK MOUNT TRACK MOUNT 4'BUILD-OUTS 4'BUILD-OUTS 4'BUILD-OUTS END-RETENTION&NON-RETENTION TRACKS END.RETENTION&NON-RETENTION TRACKS END-RETENTION&NON-RETENTION TRACKS END.RETENTION&NON-RETENTION TRACKS END-RETENTION&NON- RETENTION TRACKS MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT N PRESSURE WALL FOR ANY HEIGHT ATTACHED WTH W4LL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED WTH OFASINMAXIMUM DESIGESIG NITBLAT 114'-14 ELCO DRIL-FLEX. 5/16'-24 ELCO DRIL-FLEX. VIS'ELCO ULTRACON HFH @ 6'O.C. 5116'HFH ELCO ULTRACON @ 4'O.C. c WALL FOR ANY HEIGHT @ 6'O.C. @ 6-O.C. @ 4'O.C. @ 4'O.C. @ 8'O.C. @ 6'O.G. @ 4'O.C. CONC.& HOLLOW CONIC.& HOLLOW ATTACHED WITH o 118'ALIST 114'AUST 118'AUST 114' 4'AL/ST 114'ALIST 114'AL/ST VAUST FILLED CMU CMU TIMBER FILLED CMU CMU TIMBER 31W ELCO CONFLEX @ 8'O.C. >5 SLAT SPANSLAT SPAN SLAT SPAN SLAT SPAN S PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE CONC.B(PSP) (PSP) (PSF) (PSP) PSF (PSP) (PSP) (PSF) (PSP) (PSP) (PSP) PSF SLAT SPAN (PSP) FILLED CMU Igo 84' 80 123 114 140 84' 105 135 140 57' 140 129 140 60' 140 128 140 PRESSURE u 90' 72 111 103 140 90' 94 121 140 60' 140 111 130 64' 140 107 132 (PSF) m R . 96' 65 100 94 140 96' 85 109 140 63' 140 96. 114 68' 140 90 114 72' 140 y.61 $ 102' 60 91 86 132 102' 77 100 140 66' 130 84 100 72' 140 78 99 76' 132 df 108' 55 83 79 122 108' 71 92 135 69' 117 74 SB 76' 125 68 A47 60' 119 -�. ��E 114' 51 77 73 113 114' 65 85 125 72' 105 66 79 80' 112 59 84' 107 g 120' 47 71 68 105 120' 60 79 116 75' 95 5B 71 84' 102 52 88' 98 126' 44 66 64 98 126' 56 73 109 78' 87 52 64 88' 92 47 92' 90 Z 132' 41 62 60 91 132' 52 68 102 81' 80 47 58 92' 84 42 96' 83 p 138' 38 58 56 86 138' 49 64 96 84' 74 43 53 96' 78 38 100' 76 r 144' 36 54 53 81 144' 46 61 90 87' 68 39 48 100' 72 34 104' 71 CIO 150' 34 51 50 76 150' 43 57 85 90' 63 36 45 104' 67 31 43 108' 66 Q y 156' 32 49 48 72 156' 41 54 81 93' 59 33 41 108' 62 29 40 112' 62 162' 31 46 45 69 162' 39 51 77 96' 55 30 38 112' 58 27 37 116' 58LLA O:w 168' 29 44 43 65 168' 37 49 73 99' 51 28 36 25 34 120' 55 m 174' 23 42 41 62 174' 35 46 70 102' 48 26 33 120' 51 23 32 124' 52 =2 pME = 180' 27 40 40 59 180' 33 44 67 105' 46 24 31 21 30 128' 49 z a le6' 2'0 38 38 51 186- 32 42 64 108' 43 22 29 128' 46 20 28 132' 46 W J 192' 24 36 36 54 192' 31 41 61 111' 41 21 28 19 27 138' 44 m C 198' 23 35 35 52 198' 29 39 59 114' 39 20 '26 136' 41 '18 25 140' 42 d= 204' 23 33 34 50 204' 28 37 56 117' 37 19 25 140' 39 17 24 144' 40 a W 210' 22 32 32 48 210' 27 36 54 120' 35 18 23 144' 37 16 23 148' 38 m ., 216' 21 31 31 46 216' 26 35 52 123' 34 17 22 148' 35 15 22 152' 36 J o 222' 20 30 30 45 222' 25 33 50 126' 32 16 21 152' 34 14 21 156' J5 J 228' 19 29 29 43 228' 24 32 49 129' 31 15 20 156' 33 14 20 160' 33 OI 234' 19 28 28 42 234' 23 31 47 132' 29 14 19 160' 31 13 19 164' 32 C 5 z 240' 18 27 27 40 240' 22 30 46 135' 28 14 18 '164' 30 '12 18 168' 31 & 246' 18 26 26 39 246' 22 29 44 138' 27 13 17 168' 29 12 17 172' 30 'd _ 252' 17 25 26 38 252' 21 28 43 141' 26 12 17 172' 28 11 17 176' 294 258' 17 24 25 37 258' 20 27 41 144' 25 12 i6 176' 27 11 16 180' 28 IL �p 264' 16 23 24 36 264' 20 26 40 147' 24 11 15 1B0' 26 10 15 1 84' 27 0 270' 16 23 23 34 270' 19 26 39 150' 23 11 15 184' 25 10 15 1B8' 26 276' 15 22 23 34 276' 19 25 38 153' 22 10 14 i8B' 24 10 14 192' 25 ��C 81K aaga��� �O•� NOTE:THE NON-RETENTION SLAT AND VIEWPORT SLAT SPANS OR DESIGN WIND LOADS SHALL NOT EXCEED THE'SLAT PERFORMANCETABLES ON SHEETS 7 AND 8 FOR ANY CONFIGURATION, 1111111 N � N � o a 4'BUILD-OUTS 4'BUILD-OUTS 4'BUILD-OUTS 4'BUILD-OUTS W BUILD-OUTS END-RETENTION S NON. END-RETENTION&NOW END-RETENTION&NON-RETENTION TRACKS END-RETENTION&NON-RETENTION TRACKS END+RETENTION&NON-RETENTION TRACKS RETENTION TRACKS RETENTION TRACKS MAXIMUM DESIGN PRESSURE OF ASINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT ^ MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE WALL FOR ANY HEIGHT ATTACHED WTH WALL FOR ANY HEIGHT ATTACHED WTH WALL FOR ANY HEIGHT ATTACHED WITH OF A SINGLE UNIT SLAT OF A SINGLE UNIT SLAT 114'-14 ELCO DRIL-FLEX. 5116'-24 ELCO DRIL-FLEX. 5118'ELCO ULTRACON HFH 6'O.C. "m WALL FOR ANY HEIGHT WALLFORANYHEIGHT '��• A ATTACHED WITH ATTACHED WTH @ 6'D.C. @ 6'D.C. @ 4'D.C. @ 4'D.C. @ 8'D.C. @ 6'O.C. @ 4'D.C. CONIC.& HOLLOW 318'ELCO CONFLEX @ 6'D.C. 31W ELCO CON FLEX @4.O.C. 118'AUST 114'AUST 418'AUST 114'AUST 1/4'AUST 114'AL1ST 1/4'AL/ST FILLED CMU .CMU TIMBER SLAT SPAN SUIT SPAN SLAT SPAN dddffi CCNC.& CONC.B PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE FILLED CMU FILLED CMU (PSFJ PSFJ PSF PSF) PSF (PSF PSF PSF PSF PSF ., 69 SLAT SPAN SLAT SPAN o PRESSURE PRESSURE 56' 140 140 140 140 68' 109 131 140 57' 140 129 140 _ �r (PSF) (PSF) 60' 120 140 140 140 72' 95 114 140 W. 140 110 126 NO. N. 109 108' 138 64' 100 140 119 140 76' 83 101 139 63' 137 95 110 100' 101 112' 130 88' 84 123 102 140 80' 74 90 125 66' 122 83 96 104' 94 116' 122 72' 72 107 88 140 04 66 81 114 69' 110 73 85 d 108' 88 120' 116 76' 82 94 77 129 88' SB 73 103 7T 99 65 78 112' 83 124' 110 80' 54 84 68 115 9T 53 67 95 75' 90 58 68 118' 78 128' 104 84' 48 75 80 104 98' 49 81 87 78' 82 51 01 z O 120' 74 132' 99 88' 43 68 54 95 100' 44 56 81 81' 75 46 56 Z=s Lu 124' 70 136' 95 92' 38 62 49 87 104' 41 52. 75 84' 69 42 51 1- 128' 66 14T 90 96' 34 56 44 80 106' 38 48 70 87' 63 38 47 Q rY 132' 63 144' 87 100' 31 52 41 74 112' 35 45 66 90' 59 35 43 136' 60 148' 83 104' 28 48 37 68 116' 33 42 62 93' 55 32 40 �z... 140' 57 152' 79 108' 26 44 34 64 31 58 96' 51. 29 37 oO � 144' 54 156' 76 112' 24 41 32 60 124' 29 37 55 99' 48 27 34 �p= 148' 52 160' 73 116' 22 38 30 56 27 52 10T 45 25 32 Z a 152' 50 164' 70 120' 20 36 28 53 137 25 33 49 105' 42 23 30 � 156' 48 168' 68 124' 19 34 Z6 50 136' 24 31 47 108' 40 22 28Lu 160' 46' 177 65 128' 18 32 24 47 140' 23 30 45 111' 38 21 26 9= 164' 44 178' 63 132' 17 30 23 45 144' 22 28 42 114' 38 19 25 ILLIa 168' 42 180' 61 136' 18 29 22 42 14T 21 27' 41 117' 34 18 24 .. 172' 41 184' '59 140' 15 27 20 40 157 20 26 39 120' 33 17 22 176' 39 188' 57 144' 14 26 19 38 1S6' 19 25 37 123' 31 16 21 J ji 1S0' 38 192' 55 148' 13 25 18 37 160' 18 24 36 126' 30 15 20 184' 37 196' 54 152' 13 23 18 35 164' 17 23 34 129' 28 14 19 C 188' 35 200' 52 158' 12 22 17 34 169' 16 22 33 132' 27 14 18 �y Y 192' 34 204' 51 160' 11 21 16 32 177 16 21 32 135' 26 13 '17 S 196' 33 208' 49 164' 11 21 15 31 176' 15 20 31 138' 25 13 17 200' 32 212' 48 16B' 10 20 15 30 180' 14 19 30 141' 24 12 161 204' 31 216' 48 17T 10 19 14 29 184' 14 19 29 144' 23 11 15 210' 30 227 45 176' 10 18 14 28 189' 13 18 27 147' 22 11 15 216' 29 228' 43 180' 9 18 13 27 198' 13 17 26 150' 22 10 14 222' 28 237' 40 184' 9 17 13 26 204' 12 18 24 153' 21 10 14 , O NOTE:THE NO HE"SLAT SIAM.AND"TABLES SLAT SPANS OR DESIGN WIND.L ONFIGSHALL TI NOT EXCEED THE'SLAT PERFORMANCE'TABLES ON SHEETS 7 AND a FOR ANY CONFIGURATION. !CV N � N 3'BUILD-OUTS 3'BUILD-OUTS 3'BUILD-OUTS 3'BUILD-OUTS 3'BUKD-OUTS X BUILD-OUTS END-RETENTION 8 NON-RETENTION TRACKS END-RETENTION 8 NON- END-RETENTION 8 NON- END-RETENTION 8 NON. END-RETENTION B.NON-RETENTION TRACKS END-RETENTION 8 NOWRETENTION TRACKS RETENTION TRACKS RETENTION TRACKS RETENTION TRACKS MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT WALL FOR ANY HEIGHT ATTACHED WTH MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE WALL FOR ANY HEIGHT ATTACHED WITH IYALL FOR ANY HEIGHT ATTACHED WTH 511 S'HFH ELCO ULTRACON @4'D.C. OF A SINGLE UNIT SLAT OF ASINGLE UNIT SLAT OF A SINGLE UNIT SLAT 114'-14 ELCO DRIL-FLEX 916'-24 ELCO DRIL-FLEX $3 WALL FOR ANY HEIGHT WALL FOR ANY HEIGHT WALL FOR ANY HEIGHT g. CONC.8 HOLLOW TIMBER ATTACHED WITH ATTACHED WTH ATTACHED HATH @16'O.C. @b'O.C. '@ 4'O.C. @ 4'O.C. @ 8'O.C. @ 6'O.C. @ 4'O.C. '+ SLAT SPAN FILLED CMU CMU M'ELCO CONFLEX @ 8.O.C. 318'ELCO CONFLEX @ 6'O.C. 3W ELCO CONFLEX @ 4'O.C. 118'ALIST 114'AUST 118'AUST 714'AUST U4'ALIST 1f4'ALIST 114'AllST a`~ PRESSURE PRESSURE PRESSURE CONC.B CONC.BCONSLAT SPAN SLAT SPAN C.B PRESSURE PRESSURE PRESSURE PRESSURE' PRESSURE 1PRESSURE PRESSURE PSF (PSF) (PSF) FILLED CMU FILLED CMU FILLED CMU PSF (PSF) (PSF) PSF (PSF) PSF SF SLAT SPAN SLAT SPAN SLAT SPAN �,}• 1i 60' 140 125 140 PRESSURE PRESSURE PRESSURE 56' 140 140 140 140 68' 1D4 122 140 64' 140 104 125 (PSF) (PSF) (PSF) 60' 118 140 136 140 72' 90 107 140 .4, 68' 140 88 107 72' 135 84' '124 96' 140 54' 98 134 114 140 76' 79 94 126 �a4} 77 129 75 93 76' 120 88' 113 100' 133 68' 82 115 99 140 W. 70 83 113 �£ 76' 114 65 82 80' 107 92' -104 104' 124 77 70 900 84 131 84' 62 75 102 . ,4 € 80' 102 57 72 84' 97 S6' 96 108' 117 76' 61 88 73 117 88' 56 68 93 $ 84' 92 50 64 68' 88 100' 89 112' 110 80' 53 79 64 105 92' 50 62 95 88' 84 45 58 92' 81 104' 87 116' 104 84' 47 70 57 95 96' 46 56 78 92' 76 40 52 96' 74 106' 78 120' 98 88' 41 63 51 B6 100' 42 52 .72 p 96' 70 35 48 100' 69 112' 73 124' 93 92' 37 58 45 79 104' 38 48 67 Z 100' 65 33 44 104' 64 116' 69 128' 88 96' 33 52 42 72 108' 35 44 63 104' 60 3D 40 108' 59 120' 65 13Z' 84 1D0' 30 48 39 67 112' 33 41 59 Q. 'y WB' 66 28 37 112' 56 124' 61 135' 80 104' 27 44 35 62 116' 31 39 55 112' 52 25 34 116' 52 128' 58 140' 76 108' 25 41 33 58 120' 29 36 52 �'O LLJ 116' 49 23 32 120' 49 132' 55 144' 73 112' 23 38 30 54 124' 27 34 49 m�.= 120' 46 22 30 124' 46 136' 52 148' 70 116' 21 35 28 50 128' 25 32 46 Z 124' 44 20 28 128' 44 140' 1 50 152' 67 120' 20 33 26 47 132' 1 24 30 44 d 128' 41 19 26 132' 41 144' 48 156' 64 124' 18 31 24 45 136' 22 29 42 Lu J 132' 39 18 25 136' 39 148' 45 160' 62 128' 17 29 23 42 140' 21 27 40 136' 37 17 23 140' 37 152' 43 164' 60 132' 16 28 21 40 144' 20 26 38 140' 35 16 22 144' 36 156' 42 168' 9136' 15 26 20 38 148' 19 25 36 a 144' 34 15 21 148' 34 160' 40 172' 55 140' 14 25 19 36 152' 18 24 35 Lu 148' 32 14 20 152' 32 164' 38 176' 53 144' 13 24 18 34 156' 17 2233 � m go 152' 31 13 19 156' 31 168' 37 180' 52 148' 13 23 17 33 160' 17 22 32 J R€ 156' 29 13 18 160' 30 1 177 36 1 164' 50 152' 12 22 16 31 164' 16 21 31 J - 160' ZB 12 17 164' 29 176' 34 188' 48 156' 11 21 16 30 168' 15 20 29 cn 164' 27 12 17 168' 28 180' 33 192' 47 160' 11 20 15 29 172' 15 '19 28 S 168' 26 11 16 172' 26 184' 32 196' 45 164' 10 19 14 28 176' 14 18 27 •d �r 177 25 ll 15 176' 26 188' 31 200' 44 168' 10 18 14 27 180' 14 18 26 _ $ s C 176' 24 10 15 180' 25 192' 30 204' 43 172' 10 17 13 26 184' 13 17 25 •OI b r` 180' 23 10 14 184' 24 199' 29 216' 39 176' 9 17 13 25 189' 13 16 24 W �� 184' 22 9 id 188' 23 204' 27 228' 36 180' 9 16 12 24 196' 12 15 23 o 188' 22 9 13 192' 22 210' 26 237- 34 L 184' 8 16 12 23 204' 11 14 22 1 \ NOTE:THE NO HE"SLAT STAT AND"TABLES SLAT SPANS OR DESIGN WINO LOONS SHALL NOT O••,• EXCEED THE'SLAT PERFORMANCE'TPBLES ON SHEETS 7 AND 8 FOR ANY CONFIGURATION. ` � 4j//1111 A14CV M � 4'BUILD-INS 4'BUILD-INS 4'BUILD•INS 4'BUILD-INS 4'BUILD-INS 4'BUILD-INS END-RETENTION 8 NON-RETENTION TRACKS END-RETENTION 8 NON-RETENTION TRACKS END-RETENTION B NON- END-RETENTION 8 NOW END-RETENTION 8 NOW END-RETEN11GN 8 NON-RETENTION TRACKS RETENTION TRACKS RETENTION TRACKS RETENTION TRACKS MAXIMUM DESIGN PRESSURE OF ASINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF ASINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF ASINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE WALL FOR ANY HEIGHT ATTACHED NTH WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED WITH OF ASINGLE UNIT SLAT OF A SINGLE UNIT SLAT OF ASINGLE UNIT SLATq 916'ELCO ULTRACON HFH Q 6'D.C. 916'HFHELCO UITRACON Q 4'O.C. 1Id'-14 ELCO DRIL•FLE7C - WALL FOR ANY HEIGHT WAIL FOR ANY HEIGHT WALL FOR ANY HEIGHT �•��� CONC.8 HOLLOW CONC.B HOLLOW ATTACHED WITH ATTACHED WITH ATTACHED WITH @ 6'O.C. @ 6'O.C. @ 4'O.C. @ 4'O.C. TIMBER TIMBER FILLED CMU CMU FILLED CMU CMU 3/8'ELCO CONFLEX Q 8'O.C. 318'ELCO CONFLEX @ 6'O.C. 31B'ELCO CONFLEX Q 4'O.G. 1I8'FUST ifd'AUST 1I8'RUST 114'RUST SLAT SPAN SLAT SPAN SLAT SPAN S PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE CONC.B CONC:B CONC.B PRESSURE PRESSURE PRESSURE PRESSURE (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) SLAT SPAN SLAT SPAN SLAT SPAN FILLED CMU FILLED CMU FILLED CMU (PSF) (PSF) (PSF) .PSF) 57' 140 123 140 60' 140 124 140 PRESSURE PRESSURE PRESSURE 56' 133 140 140 140 60' 140 107 130 64' 140 105 140 (PSF) (PSF) (PSF) 60' 1D9 140 126 140 to 53' 140 93 115 68' 140 90 122 77 136 84' 129 96' 140 64' 91 132 107 740 $$,DIN 66' 133 82 103 77 140 78 108 76' 122 88' 119 100' 140 18' 77 115 92 140 Ali 09' 121 73 93 76' 134 1 68 96 80' 110 97 NO 104' 134 72' 66 101 79 135 , 3 72' M74 65 84 80' 121 61 87 84' 101 96' 102 108' 126 76' 57 89 69 121 P3 75' 5B 76 84' 111 54 79 88' 92 100' 95 112' 119 80' S0 80 62 109 78' 53 70 88' 102 49 72 92' 85 104' 89 116' 113 84' 44 73 55 100 B1' 48 64 92' 94 44 66 96' 79 108' 84 120' 107 88' 39 66 49 91 Z B4' 43 59 96' 87 40 61 100' 73 112' 79 124' 102 92' 35 60 44 84 Zg•�• B7' 40 55 100' 81 37 56 1D4' 68 116' 74 128' 97 96' 32 55 41 78fA 90' 37 51 104' 75 34 52 108' 64 120' 70 137 92 29 51 72 d93' 34 47 108' 71 31 49 117 60 124' 67 136' 88 104' Z7 47 34 67 96' 61 32 45 112' 66 29 46 116' 56 128' 63 140' 85 24 44 63 �O W 99' 1 58 29 42 116' 62 27 43 120' 53 132' 60 144' 81 112' 22 41 29 59 Lu pp Z= 27 39 120' 59 25 41 124' 50 136' 57 146' 78 116' 21 39 27 55 105' 52 25 37 124' 56 24 38 128' 48 140' 55 152' 75 120' 19 36 25 52 gr d 24 35 128' 53 22 36 137 45 144' 53 156' 72 124' 18 34 24 50 u�t W 111' 47 23 33 132' 51 21 34 136' 43 148' 50 160' 69 128' 17 32 22 47y~j 114' 44 21 32 136' 48 20 33 140' 41 152' 48 164' 67 132' 16 31 21 45 111' 43 20 30 140' 46 19 31 144' 39 156' 46 168' 65 136' 15 29 20 43 _Z ;20' 41 19 29 144' 44 18 3D 148' 38 160' 45 172' 62 140' 14 28 19 41 W ;23' 39 18 27 N152' 42 17 28 152' 36 164' 43 176' 60 144' 13 27 18 39 s 126' 37 17 26 40 16 27 156' 35 168' 41 183' 58 148' 12 25 17 37 J129' 36 16 25 39 16 26 160' 33 172' 40 184' 56 152' 12 24 16 36132' 34 16 24 37 15 25 164' 32 176' 39 188' 55 156' 11 23 16 34135' 33 15 23 36 14 24 168' 31 180' 37 192' 53 160' 11 22 15 33138' 32 14 '22 34 14 23 172' 30 184' 36 196' 51 E17s' ' 10 21 14 32141' 31 14 21 33 '13 22 176' 29 188' 35 200' 50 10 20 14 30 144' 30 13 21 32 13 22 180' 28 192' 34 204' 49 9 20 13 29El 9 R 147' 29 13' 20 180' 31 12 21 184' 27 198' 32 216' 45 9 19 13 28 Wa� 150' 28 12 19 184' 30 12 20 188' 26 204' 31 228' 41 9 10 12 27153' 27 12 19 188' 29 11 19 192' 25 210' 30 23T 39 B 1B 12 26 �a o z NOTE:THE NON-RETENTION SLAT AND NEWPORT SLAT SPANS OR DESIGN WIND LOADS SHALL NOT 0••. EXCEED THE'SLAT PERFORMANCE'TABLES ON SHEETS 7 AND 8 FOR ANY CONFIGURATION. ;J• S O �` 01"11111141}��� a 4'BUILD-INS 3'BUILD-INS 3'BUILD-INS X BUILD-INS Y BUILD-INS Y BUILD-INS END-RETENTION&NON-RETENTION TRACKS END-RETENTION&NON-RETENTION TRACKS END-RETENTION&NON-RETENTION TRACKS END-RETENTION&NON- END-RETENTION&NON- END-RETENTION 8 NON- MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT RETENTION TRACKS RETENTION TRACKS RETENTION TRACKS g R WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANYHEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED WITH MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE 5+16'-24 ELCO DRIL-FLEX 5116'ELCO ULTRACON HFH @6'D.C. 5716'HFH ELCO ULTRACCN@4.O.C. OF A SINGLE UNIT SLAT OFASINO-LEUNITSLAT OF A SINGLE UNIT SLAT WALL FOR ANY HEIGHT WALL FOR ANY HEIGHT WALL FOR ANY HEIGHT & �� @ 8.O.C. @ 6'O.C. @ 4'O.C. CONIC.8 HOLLOW TIMBER CONC..& HOLLOW TIMBER ATTACHED WITH ATTACHED WITH ATTACHED WITH 1I4'MIST IW ALIST IW ALIST FILLED CMU CMU FILLED CMU CMU 3V ELCO CONFLEX@8.O.C. 3'B'ELCO CONFLEX@6.O.C. 318'ELCO CONFLEX@4.O.C. SUIT SPAN SLAT SPAN SLAT SPAN PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE CONC.B CONIC.& CONIC.& (PSF) (PSF) (PSF) (PSF) (PSF) '(PSF) (PSF) (PSF) (PSF) FILLED CMU FILLED CMU FILLED CMU SLAT SPAN SLAT SPAN SLAT SPAN 68' 1D7 120 140 Sr 140 119 140 60' 140 118 140 PRESSURE PRESSURE PRESSURE 72' 88 106 140 60' 140 102 124 64' 140 99 131 (PSF) (PSF) (PSF) 76' 78 94 128 63' 137 89 109 68' 140 85 114 72' 140 84' 134 96' 140 M. 69 84 115 66' 123 78 98 72' 135 74 100 76' 126 BB' 123 100' 140 € 84' 62 78 105 69' 112 69 87 76' 121 65 89 80' 114 9Y 114 104' 138 I 88' 56 70 97 7T 102 62 79 J84' 110 57 80 84' 104 06' 1D6 1D8' 130 92' 51 63 89 75' 93 56 72 103 51 73 88' 96 100' 99 112' 12396' 47 56 82 78' 86 50 66 92 46 66 92' 88 104' 93 116' 116100' 43 54 76 81' 79 46 60 85 41 61 96' 82 108' 87 120' 110104' 40 50 71 84' 73 41 56 79 38 66 100' 76 112' 82 124' 105108' 37 47 67 8T 69 39 52 73 35 52 104' 71 116' 78 '128' 1D9112' 34 43 63 90' 64 35 48 68 32 48 108' 67 120' 73 132' 95 sic I=116' 32 41 59 93' 60 32 45 64 29 45 112' 63 124' 70 136' 91 C Z... 120' 30 39 56 96' 56 30 42 112' 60 27 42 116' 69 128' 66 140' 87 m 124' 28 36 53 99' 53 28 39 116' 56 25 40 120' 56 132' 63 144' 84 p= 128' 27 34 50 102' 50 26 37 120' 53 24 37 124' 53 136' 60 148' 80 _ =E :91- 132' a 132' 25 33 48 105' 47 24 35 124' 51 22 35 128' 50 140' 58 152' 77 w 130' 24 31 45 108' 45 23 33 128' 48 21 33 132' 48 144' 55 156' 74 .~.J 140' 23 29 43 111' 43 21 31 132' 46 20 31 135' 46 148' 53 160' 72 C 144' 22 28 41 114' 41 20 30 136' 43 19 30 140' 43 15Y 51 164' 69 .z. 148' 21 27 40 117' 39 19 28 140' 41 18 29 144' 41 156' 49 168' 67 152' 20 26 38 120' 37 18 27 M148' 40 1i 27 148' 40 160' 47 172' 65 1.1 150' 19 25 36 123' 36 17 26 38 16 26 152' 38 164' 45 176' 62 16D' 18 24 35 126' 34 16 25 36 15 25 156' 37 168' 44 180' 60164' 17 23 34 129' 33 16 23 35 15 24 160' 35 172' 42 184' 59C168' 17 22 33 13Z' 31 15 22 34 '14 23 164' 34 176' 41 188' 5717T 16 21 31 135' 30 14 22 32 1322 168' ?3 180' 39 192' 55 175' 15 20 30 138' 29 13 21 31 13 21 172' 32 184' 38 196' 53180' 15 19 29 141' 28 13 20 30 12 20 176' 3D 188' 37 200' 52 C a-� 184' 16 19 28 144' 27 12 19 176' 29 12 20 ISO' 29 19T 36 204' 50 1, W 1S9' 14 18 27 147' 26 12 19 1B0' 28 11 19 1B4' 28 198' 34 216' 46 `\ 195' 13 17 26 150 25 11 18 184' 27 11 16 188' 27 204' 33 228' 43 204' 12 16 24 153' 25 11 17 188' 26 10 18 192' 27 210' 31 237' 41 g °k Z=J IL NOTE:THE NON-RETENTION SLAT AND NEWPORT SLAT SPANS OR DESIGN WIND LOADS SHALL NOT EXCEED THE'SLAT PERFORMANCE'TABLES ON SHEETS 7 AND 8 FOR ANY CONFIGURATION. N J 3'BUILD-INS 3'BUILD-INS 2'BUILD-INS W 114'WALLS 8318'ANGLES 2'BUILD-INSW 114'WALLS&2V ANGLES END-RETENTION 8 NON-RETENTION TRACKS END-RETENTION R NON-RETENTION TRACKS END-RETENTION 8 NON-RETENTION TRACKS END-RETENTION 8 NON-RETENTION TRACKS MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF ASINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF ASINGLE UNIT SLAT WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED WTH WALL FOR ANY HEIGHT ATTACHED WTH WALL FOR ANY HEIGHT ATTACHED WTH !1 114'-14 ELCO DRIL-FLEX 5116'-24 ELCO DRIL-FLEX 516'ELCO ULTRACON HFH @ 6.O.C. 5116'HFH ELCO ULTRACON @ 4.O.C. GG1l _ @ 6'D.C. @ 6'O.C. @ 4'O.C. @ 4'D.C. @ 8'O.C. @ 6'O.C. (al 4'O.C. CONC.8 HOLLOW 'CONC.& HOLLOW 1I8'AUST 114'AUST 118'AUST 1/4'ALIST 114'ALIST 114'ALIST 114'ALIST FILLED CMU CMU TIMBER FILLED CMU CMU TIMBER SLAT SPAN SLAT SPAN SLAT SPAN SLAT SPAN PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE' PRESSURE PRESSURE PRESSURE g (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) y s 56' 133 140 140 140 68' 104 123 140 51' 140 112 132 60' 140 110 139 s .7- 60' 110 140 128 140 72' 91 109 140 W. 140 97 115 64' 140 93 120 0+ 64' 92 135 109 140 76' 80 97 132 63' 126 84 102 68' 136 79 104 E$ 78 118 93 140 80' 72 88 119 66' 113 '74 90 72' 121 69 92 72' 61 104 81 139 84' 65 79 109 69' 102 65 81 76' 109 60 82 76' 58 93 71 125 88' 59 72 100 72' 93 58 73 80' 98 53 73 � 80' 61 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' 76 47 61 88' 82 42 60 Z 88' 40 69 51 95 100' 45 57 80 81' 72 4356 92' 76 38 55 O 92' 36 63 46 87 104' 42 52 75 84' 67 39 51 96' 70 35 51 Z 96' 33 58 42 81 108' 39 49 70 67' 62 36 48 tDD' 65 32 47 N 100' 30 54 39 75 117 36 46 66 90' 58 33 44 104' 61 29 44 Q y 104' 27 50 35 70 116' 34 43 62 93' 54 30 41 108' 57 27 41Z 108' 25 47 33 fib 120' 32, 41 58 96' 51 28 '38 112' 53 25 38 W 112' 23 43 31 62 124' 30 38 56 99' 48 26 36 116' W 23 36 O�a 116' 1 22 dt 29 58 126' 28 36 53 102' 45 24 34120' 4B 22 34 g O y 120' 20 38 27 55 137 27 34 50 105' 43 23 32 124' 45 20 32W CL_ 124' 19 36 25 52 135' 26 33 48 1OB' 41 21 30 128' 43 19 30 U J 128' 1B 34 24 50 147 24 31 46 111' 39 20 28 132' 41 18 29 132' 17 33 22 47 144' 23 30 44 114' 37 19 27 136' 39 17 27 p 136' 16 31 21 45 148' 22 28 42 117' 35 18 26 140' 37 16 26 Z W 140' 15 29 20 43 157 21 27 40 120' 34 17 25 144' 35 15 25 -. 144' 14 28 19 41 156' 20 26 39 123' 32 18 23 148' 3415 24 as 148' 13 27 18 39 160' 19 25 37 126' 31 15 22 157 32 14 23 � 152' 1 13 26 17 38 164' 19 24 36 129' 30 14 1 21 156' 31 13 22 156' 12 25 17 36 168' 18 23 34 132' 28 14 '21 160' 30 13 21 c 160' 11 24 16 35 177 17 22 33 13S 27 13 20 164' 29 12 20 z 164' 11 23 15 33 176' 17 22 32 13W 26 13 19 168' 28 12 19 N 168' 11 22 15 32 180' 16 21 31 141' 25 12 18 172' 27 11 18 � 172' 10 21 14 31 184' 15 20 30 144' 24 12 18 176' 26 11 18 ILb 176' 10 20 13 30 189' 15 19 29 147' 24 11 17 180' 25 10 17 0 180' 9 20 13 29 196' 14 18 27 150' 23 11 16 1B4' 24 10 184' 9 19 13 28 20d' 13 17 26 1593' 22 1 10 16 188' 23 10 16 \\\ s ,O NOTE:THE NDN-RETENTION SLAT AND MEWPORT SLAT SPANS OR DESIGN WIND LOADS SHALL NOT i EXCEED THE'SLAT PERFORMANCE'TABLES ON SHEETS 7 AND 8 FOR ANY CONFIGURATION. /1111 2'BUILD-INS W1114'WALLS 8310'ANGLES 2'BUILD-INS WI V4'WALLS 8318'ANGLES 2'BUILD-INS W!114'WALLS 8'318'ANGLES 2'BUILD-INS W7114'WALLS 83'8'ANGLES ENO-RETENTION 8 END-RETENTION 8 END-RETENTION 8 NON-RETENTION TRACKS END-RETENTION B NON-RETENTION TRACKS NON-RETENTION TRACKS NON-RETENTION TRACKS MAXIMUM DESIGN PRESSURE OF ASINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OFA SINGLE.UNIT SLAT MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED WITH SINGLE UNIT SLAT WALL FOR ANY SINGLE UNIT SLAT WALL FOR ANY IW-14 ELCO DRIL-FLEX. 5116-24 ELCO DRIL-FLEX HEIGHT ATTACHED WITH HEIGHT ATTACHED WITH g. 318'ELCO CONFLEX @ 8'D.C. V8'ELCO CONFLEX @ 6'O.C. @ 6.O.C. @ 6.O.C. @ 4-OC. @ 4.O.C. @ B.O.C. @ 6.O.C. @ 4.O.C. �. VB'AUST 114'ALST 118'ALST 114'AUSLAT SPAN ST 1l4'AUST 114'AL/ST 114'AUST 1 CONC.6FILLED CONC.BFILLEO SLAT SPAN PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE CMU CMU (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) ' SLAT SPAN SLAT SPAN 56' 125 140 140 140 68' 95 112 140 PRESSURE(PSF) PRESSURE(PSF) 60' 103. 140 119 140 72' 84 99 131 68' 140 72' 140 64' 86 124 101 140 16' 74 88 '117 $ 72' 126 76' 140 68' 73 108 86 140 80' 66 79 106 76' 113 80' 129 77 62 95 15 124 84' 59 72 97 80' 102 1. 88.76' 54 84 68 112 88' 54 65 89 84' 93 88' 108 W. 48 76 58 101 92' 49 60 82 88' 85 92' 100 84' 42 68 52 92 96' 45 55 76 Z 92' 79 96' 93 88' 31 62 47 85 100' 41 51 71 G Z 96' 73 100' 87 92' 34 57 42 78 104' 38 47 66 yJ w 100' 68 104' 82 9D' 30 52 39 72 103' 35 44 62 tup y 104' 63 108' 77 100' 28 48 35 67 112' 33 41 58 Q H 108' 69 112' 72 104' 25 45 33 63 116' 31 39 55 _�ap 92-1 112' 56 116' 68 108' 23 42 30 59 120' 29 35 52 W 116' 52 120' 64 112' 22 39 ca 28 55 124' 27 35 49 Z S 120' 50 124' 61 116' 20 37 26 52 128' 26 33 47 0_" 124' 47 128' 58 120' 19 35 25 49. 132' 24 31 44 .W� 128' d4 132' 55 124' 17 33 23 47 136' 23 29 42 1—J 132' 42 136' 53 Lu 128' 16 31 22- 44 140' 22 28 40 1 13V 40 140' 81 132' 15 29 20 - 42 144' 21 27 39 140' 39 144' 48 136' 14 28 19 40 148' 20 26 37 ILLI 144' 37 148' 46 140' 14 27 18 3B 152' 19 24` 35 148' 35 152' 45 144' 13 25 17 35 156' 18 23 34 Li 152' 34 156' 43 148' 12 24 17 35 160' 17 23 33 �1 156' 32 160' 41 '152' 12P20 16 34 164' 17 22 32 m 150' 31 164' 40 156' 11 15 32 168' 16 21 3D C 164' 33 168' 38 '160' 11 14 31 172• 16 20 29 '�1 168' 29 112' 37 154' 10 14 30 176' 15 19 28 C - 172' 18 176' 36 168' 10 13 29 iB0' 14 19 27176' 27 1B0' 34 172'. 9 13 28 184' 14 18 26180' 26 192' 31 176' 9 12 27 189: 13 17 25 o 184' 25 204' 29 18W 9 18 12 26 196' 13 16 24 iB8' 24 216' 26 184' 8 17 11 25 204' 12 15 23 i i rr:4 a a� - �' yyy ► a NOTE:THE NON-RETENTION STAT AND VIEWPORT SLAT SPANS OR DESIGN WIND LOADS SH41L N07 EXCEED THE'SLAT PERFORMANCE'TABLES ON SHEETS 7 AND 8 FOR ANY CONFIGURATION. O '• .,� ���lnn1u11� � N N t ANCHOR(TYP) 1/4.0 OR 5/16.0 ULTRACON 0 12'D.C. 1/a'0 oRIL-FLEX OR GL CONNECTION ANGLE CAPACITY ON SHEET 19) WITH CAP 1/8-ANGLE(IYP) E BOLr (SEE CONNECTION ANGLE CAPACITY ON SHEET 19) NOTE: ANCHOR(TYP) L8 SECTION FOR THE WALL (SEE CONNECTION ANGLE CAPACITY ON SHEET 19) MOUNT IS SHOWN.HEADER SIMILAR TO SILL CAN BE 1/8'THICK ALUM.ANGLE UP TO 2500 LBS I I d.' US WITHOUT CAP OR 1/4'THICK ALUM.ANGLE UP TO 6500 LBS .. . n ` (SEE CONNECTION ANGLE ON SHEET 19) • 1/4'0 ARIL—FLEx OR BOLT ,. • '4 n 1 - (SEE CONNECTION ANGLE CAPACITY ON SHEET 19)v. A 4. �� n� 0 nail + 0 + SLAT SPAN � SLAT SPAN , SHUTTER SPAN Z 2 SPAN SINGLE UNIT ELEVATION z SINGLE UNIT WITH STORM SAR INSTALLATION-N.T.S. Q'�y SOW E SHUTTER HOUSING IB SHUTTER HOUSING i 58MM SLAT C S 58MTA SLAT I a �O.W.� I i STORM BAR STORM BAR W J (SEE TABLES ON SHEETS 20 TO 22) 3 (SEE TABLES ON SHEETS 20 TO 24) G Z 1/8'THICK ALUM.ANGLE UP TO 2500 LBS W 1/4-THICK ALUM.ANGLE UP TO 6500 LHS 1/8'THICK ALUM.ANGLE N TO ET 1 LBS (SEE CONNECTION ANGLE ON SHEET 19)(TYP) 1/4'THICK ALUM.ANGLE UP TO 6500 LES g (SEE CONNECTION ANGLE ON SHEET 19) V 511 a.d 1/4'0 DRIL-FLEX OR BOLT1/4.0 FCD!OR BOLT (SEE CONNECTION C J ti (SEE CONNECTION ANGLE CAPACITY ON SHEET 19) ANGLE CAPACITY ON SHEET 19) ANCHOR(TYP) n rn (SEE CONNECTION ANGLE CAPACITY ON SHEET 19) F z . .a•I v NOTEI SECTION FOR THE SILL 5 SHOWN.HEADER OPTION IS 3tg SIMILAR WITHOUT CAP OR ANGLE _ SLAT SPAN SLAT SPAN— — SLA7 SPAN o ' a EXTEND SILL UNDER SHUTTER OR USE 1/8'CAP TUBE OR ANGLE ATTACHED WTITa,� SHUTTER SPAN 1/4.0 SELF-TAPPING SMS 0 12.O.C. g ••� i ;a 3 OR MORE SPAN SINGLE UNIT ELEVATION 1/4'0,5/16'0 ULTRACON(TTP) �.r� � ,>,=- SINGLE UNIT WITH STORM BARS INSTALLATION-N.T.S. O B LD-I. SECTI N CONNECTION NNECHON TABLEETES ON SH19) STORM BAR INSTAWTION•N.TS BUILD-OUT SECTION ='+ 0_ STORM BAR INSTALLATION-N.TS. O NOTES: i • STORM BARS CAN BE USED ON MULTIPLE UNIT INSTALLATIONS ��j� j •....••- • STORM BARS CAN BE USED TO REDUCE MINIMUM SEPARATION TO GLASS A I2 J �, �%1,1 JAI, r STORM BAR iN Y� „�p Td (SEE TABLES ON SHEETS 20 THRU 22) LI'I{510 '61IIdI 910 1/8"THICK ALUM.ANGLE UP TO 2500 LES Wµ I IN SHTUTTER NOT I 1/4•THICK ALUM.ANGLE UP TO 6500 LBS 6d cLLAORRY FOR (SEE CONNECTION ANGLE TABLES ON THIS SHEET) 1d i I OPTIONAL I 1/4-0 GRIL-FLEX OR HOLT(TYP) a ANIGLE EG T I (SEE CONNECTION ANGLE TABLES ON THIS SHEET) 1 ATTACHMENT I (SEE CONNECTION ULTRACONLES ON(TYP)T / (SEE CONNECTDN TABLES ON THIS SHEEN $o Al I y.dp L }F � ———— — ———— ——— — ————————————— y -- m• } oil y + ('z w OR Ed C> MIN. /52OR E \ SPA= 10d is ld(TYP) 1/4'0,O12'O.C.•BETWEEN MIR 5/160 ULTON® p OR 6d .�a� Z yIx/ N. OPTIONAL FILLET .. ?` �� ,�. BUILD-OUT SILL/HEADER CONNECTION �C�.,�-Y- �. OPRONAL STORM 6AR INSTALLATION-N.TS. �x= + d �!f '.✓f• �•�"c. •fib GUILD-OUT SILLHEAOER CONNECTION CAPACITY W y CONCRETE 6 FILLED CMU HOLLOWCMU \1000 DESIGN LOAD ANCHORS REWIRED DESIGN LOAD ANCHORS REQUIRED DESIGN LOAD ANCHORS REQUIRED CONNECTION ANGLE LBS EACH ANGLE (LES) EACH ANGLE. (LBS) EACH ANGLE ME� STORM BAR INSTALLATION-N.T.S. 1890 3 114'ULTRACON 1050 3)114'ULTRACON 900 1l4'ULTRACON Lu 25204)114'ULTRACON 1400 (4)114'ULTRACON 1200 4)114'ULTRACON N� +.o Z. 2)5116-ULTRACON 1290 (3)5116'ULTRACON 1770 3)5116'ULTRACON 6A NOTES: 3120 3 5116'ULTRACON 1720 4 5116'ULTRACON 2380 4 916'ULTRACON -1 — • SEE STORM BAR CONNECTION CAPACITY TABLE AOR REQUIRED ANCHORS,USE CENTER ANCHOR SPACING AND LOCATIONS WHEN REQUIRED. 4160 4 5116'ULTRACON 2150 (5)511E ULTRACON 2950 916'ULTRAcn CON • SEE STORM BAR.END LOAD ON MAXIMUM DESIGN PRESSURE STORM BAR TABLES FOR THE REQUIRED 5200 (5)5116.... ON 2580 (6).5/16'ULTRACON 3540 (6)916'ULTRACON C m' MINIMUM CONNECTION CAPACITY 3440 (8)511E ULTRACON 4720 B 5116'ULTRACCN •� z zs CONNECTION ANGLE CAPACITY 2REQUIRED) CONCRETE&FILLED CMU HOLLOWCMU WOOD 113'MIN ALUMINUM 114•MIN ALUMINUM 14 DESIGN LOAD ANCHORS REQUIRED DESIGN LOAD ANCHORS REWIRED DESIGN LOAD ANCHORS REQUIRED DESIGN LOAD ANCHORSREQUIRED DESIGN LOAD ANCHORS REQUIRED LBS EACH ANGLE LBS EACH ANGLE LBS EACH ANGLE (LBS) EACH ANGLE LBS EACH ANGLE 1% 0 1260 (1 114'ANCHORS 700 1)114'ANCHORS 600 1 114'ANCHORS 1320 1 114-14 DRIL-FLEX 2120 (1 114-14 DRIL-FLEX - 4y 2520 (2)1/4'ANCHORS 1400 2)114'ANCHORS 1200 (2)114-ANCHORS 2640 (2)114-14 DRIL-FLEX 4240 (2)114.44DRIL-FLEX ==r;' 2080 1 5116'ULTRACON 860 1 5116'ULTRACON 1180 1 511E ULTRACON 3960 (3)1/4-14 DRIL-FLEX 63SO 3 114-14 DRIL-FLEX C) 4160 (2)5116'ULTRACON 1720 (2)5116'ULTRACON 2360 2916'ULTRACON 1240 (1)714 THRU BOLT 2500 (1)114 THRU BOLT -"'�; � � �Z_= 2020 (1)3!8'DROPIN 2580 (3)5116'ULTRACON 3640 (3)511E ULTRACON 2480 (2)114 THRU BOLT 5000 (2)114 THRU BOLT d••: 4040 (2)3!8'DROPIN 3440 4 916'ULTRACON 4720 4)516'ULTRACON 3760 318 THRU BOLT 3760 1 318 THRU BOLT 11111111// N Qy o N MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A 2'%2'X7/4'STORM BAR(6063-T6)-2 SPANS 2'X3'X1/8'STORM BAR(6063.76).2 SPANS 2'X4'X118'STORM BAR(6063-T6)-2 SPANS '2'X4'X1/8'STORM BAR(6063-T6)-2 SPANS AVERAGE STORM BAR DESIGN STORM BAR STORM BAR AVERAGE STORM BAR DESIGN STORM BAR STORM BAR AVERAGE STORM BARTas STORM BAR STORM BAR AVERAGE STORM BAR DESIGN STORM BAR STORM BAR SPAN WDTH LENGTH PRESSURE ENDLOAD DEFLECTION SPAN WDTH LENGTH PRESSURE END LOAD DEFLECTION SPAN WIDTH LENGTH ENDLOAD DEFLECTION SPAN WDTH LENGTH PRESSURE END LOAD DEFLECTION A UPTO UPTO (PSF) (LB) Y(IN) UPTO UPTO (PSF) (LB) YIN) UP TO UPTO (LB) Y(IN UPTO UPTO PSF) (LB) Y(IN) g 42' 140 765 1.2 42' 140 766 1,0 66' 1203 1.1 U. 131 1658 to �� $ 48' 140 875 1,5 48' 140 875 1.2 72' 1238 1.1 60' 106 1491 1.1 54' 140 984 1.6 54' 140 984 1.4 78' 1148 1.1 65' 87 1346 1.1 60' 117 914 2.1 60' 125 977 1.7 84' 1061 1.1 72' 73 1232 1,1 30, 66' 96 825 2.4 30' 66' 103 885 1.8 30' 90' 996 1.1 �, 79' 63 1152 1.1 �. o 72' 81 759 2.8 72' 87 016 1.8 96' 74 925 1.1 84' 64 1063 1.1 >� ^ 78' 67 680 3.1 78' 74 752 1,8 102' 66 077 1.1 90' 47 991 1.1 84' 54 591 3.4 94' 64 700 1.8 108' 59 830 1.1 96' 41 923 1.1 90' 44 516 3.4 90' 56 656 1.8 114' 53 787 1.1 102' 37 BBS 1.1 96' 36 450 3.4 96' 49 613 1.8 120' 48 750 1.1 - 708' 33 635 1.1 - € 42' 140 919 1.2 42' 140 919 1.0 66' 131 1351 1.1 48' 140 175D 0.8 m 4B' 140 1050 1.5 48' 140 1050 12 72' 110 1230 1.1 54' 118 1659 1.0 54' 120 1013 1.8 54' 129 1088 1.4 78' 94 1 1146 1.1 60' 95 1484 1.1 Z 60' 97 909 2.1 60' 104 975 1.7 84' 81 1063 1.1 66' 79 1358 1.1 O 66' 80 825 2A66' 86 887 1.8 90' 71 998 1.1 72' 66 1238 1.1 36' 36' 36' 60' Z Lu 72' 68 765 2.8 72' 72 810 1.8 96' 62 930 1.1 7B' S6 1138 1:1 �� 78' 56 683 3.1 78' 62 756 1.8 102' 55 877 1.1 84' 49 1072 1.1 Q y 84' 45 591 3.4 84' 53 696 1.8 108' 49 827 1.1 90' 42 984 1.1 Z I� 90' 37 520 3.490' 46 647 10 114' 44 784 1.1 95, 37 925 1.1 K O Lu96' 30 450 3.4 96' 41 615 1.8 120' 40 750 1.1 102' 33 877 1.1 m=,1`-- 42' 140 1072 1.2 42' 140 1072 1.0 65' 112 134B 1.1 42' 140 1684 0.7 a= 48' 130 1138 1.5 48' 140 1225 12 72' 94 1234 1.1 48' 135 1856 0.6 m 54' 103 1014 1.8 54' 110 1083 1.4 78' 81 1152 1.1 54' 107 1655 1.0 60' 83 908 2.1 60' 89 973 1.7 B4' 69 1057 1.1 60' 87 1495 1.1J 66' 69 830 2.4 66' 74 89D 1.0 90' 60 984 14 65' 72 1361 1.1 c O 42' 72' 58 761 2.8 42 72' 62 814 1.8 42' 96' S3 928 1.1 66' 72' 60 1238 1.1 O 1� Z' 78' 48 683 3.1 78' 53 754 1.8 102' 47 874 1.1 78' 51 1140 - 1.1 W 84' 39 597 3.4 U. 45 704 1.8 108' 42 827 1.1 84' 44 1059 1.1 ::o 90' 31 509 3.4 90' 40 656 1.8 114' 38 790 1.1 90' 38 980 1.1 u 4 96' 26 455 3.4 96' 35 613 1.8 120' 3d 744 1.19"0' 34 935 1.1 „jj 42' 140 1225 1.2 42' 140 1225 1.0 66' 98 1348 1.1 42' 140 1838 0.7 cn 48' 114 1140 1.5 48' 122 1220 1.2 72' 83 1 1245 1.1 .4B' 124 1860 0.8 C 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 84' 61 1068 1.1 .60' 79 1481. 1.1 66' 60 825 2.4 66' 65 894 1.8 90' 53 994 1.1 65' 66 1387 1.1 C 48' 48' 48' 72' 7Y 51 765 2.8 72' 54 870 1.8 96' 47 940 1.1 72' 55 1238. 1.1 C � 19 78' 42 683 3.1 78' 46 748 19 102' 'd1 871 1.1 78' 47 1146 7.1 84' 3d 595 3.4 8d' 40 700 7.8 708' 37 833 1.1 84' 40 1050 7:1 10 90' 27 506 3.4 90' 35 655 1,8 114' 33 784 1.1 90' 35 984 1.1 90' 23 460 3.4 96' 31 620 1.8 12D' 30 750 1.1 95, 31 930 1.1 263 b••. DEFLECnoN v - o 0- '/ice I5 ✓�.` .1.OQ. �` 1111111 NOTE:USE DEFLECTIONS PROVIDED WHEN DETERMINING MINIMUM SEPARATION TO CLASS � N MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A 2747114'STORM BAR(6063-T6)-2 SPANS 2'X4'X1/4'STORM BAR(6063-T6)•2 SPANS 2'X2'X7/4'STORM BAR 6063-T6)-3 OR MORE SPANS 2'X3-X1/8-STORM BAR(605346)-3 OR MORE SPANS AVERAGE STORM BAR DESIGN STORM BAR STORM BAR AVERAGE STORM BAR DESIGN STORM BAR STORM BAR AVERAGE STORM BAR DESIGN STORM BAR STORM BAR AVERAGE STORM BAR DESIGN STORM BAR STORM BAR SPAN WIDTH LENGTH PRESSURE END LOAD DEFLECTION SPAN WIDTH LENGTH PRESSURE END LOAD DEFLECTION SPAN WIDTH LENGTH PRESSURE END LOAD DEFLECTION SPAN WIDTH LENGTH PRESSURE END LOAD DEFLECTION A UPTO UPTO (PS (LB) Y(IN) UPTO UPTO (PSF) (LB) YIN UPTO UPTO (PSF) (LB) Y(IN) UPTO UPTO (PSF) (LB) YIN) ��u 66' 140 1925 0.8 54' 140 2559 0.7 42' 140 704 1.2 42' 140 704 1.0 �_ 75' 136 2125 0.8 60' 131 2661 0.8 48' 140 805 1.5 48' 140 805 1.2 64' 108 1890 0.8 66' 108 2413 0.8 54' 140 906 1.6 54' 140 906 14 a`F 93' 88 1705 0.8 72' 91 2218 0.8 60' 128 920 2.1 60' 137 985 1.7 48' 102' 73 1551 0.8 78' 30' 78' 77 2033 0.8 30'66' 105 830 2.4 66' 113 893 1.8 e 111' 62 1434 1.0 84' 67 1905 0.8 72' 89 768 2.8 72' 95 819 1.8 120' 53 1325 1.1 90' 58 1767 0.8 78' 74 691 3.1 78' 81 757 1.6 7 129' 46 1236 1.3 96' 51 1658 0.6 84' 59 594 3.4 84' 70 704 1.8 138' 40 1150 1.5 102' 45 1554 0.9 90' 48 518 3.4 90' 61 658 1.8 _ R 147' 35 1072 1.7 108' 40 1463 0.9 9b' 40 460 3.4 96' 53 610 1.8 66' 140 2165 0.8 54' 140 2756 0.7 42' 140 845 1.2 42' 140 845 1.0 75' 121 2127 0.8 60', 121 2647 0.8 48' 140 966 1.5 48' 140 966 1.2 84' 96 1890 0.8 66' 100 2406 0.8 54' 131 1017 1.8 54' 140 1087 1.4 Z W. 79 1722 0.8 72' 84 2205 0.B 60' 106 914 2.1 60' 114 983 1.7O 1, 102' 65 1554 0.8 �, 78' 72 2048 0.8 36' 66' 88 835 2.4 36' 66' 94 892 1.8 2m Lu 1-m 111' 55 1431 1.0 84' 62 1899 0.8 72' 74 766 2.8 72' 79 818 1.8 W g-- 120' 47 1322 1.1 90' 54 1772 0.8 78' 61 684 3.1 78' 68 762 1.8 Q- H 129' 41 1240 1.3 96' 47 1645 0.8 64' 49 592 3.4 84' SB 700 1.8 g= 138' 36 1164 1.5 102' 42 1562 0.1 90' 40 518 3.4 90' 51 660 1.8 O... 147' 31 1068 1.7 108' 37 1457 0.9 96' 33 455 3.4 96' 45 621 1.8 m z 66' 140 2406 0.B 54' 140 2953 0.7 42' 140 986 1.2 42' 140 986 1 1.0 =E S 75' 109 2129 0.8 60' 113 2648 0.8 48' 140 1127 1.5 48' 140 1127 1.2 'g-a 84' 87 1903 0.8 66' 94 2423 OR 54' 113 1023 1.8 54' 121 1096 1.4 Lu 93' 71 1720 0.8 72' 79 2222 0.8 80' 91 916 2.1 60' 98 986 1.7 I---J 102' 59 1567 0.8 78' 67 2041 0.8 66' 75 830 2.4 66' 81 897 1.8 is C 60' 111' 50 1445 1.0 90' 84' ' 58 1903 0.8 47 72' 63 761 2.8 42' 72' 68 821 1.8 d Z 120' 42 1313 1.1 90' 50 1758 0.8 78' 53 693 3.1 78' SB 759 1.8 ... 129' - 37 1243 1.3 96' 44 1650 0.8 84' 42 592 3.4 84' 50 704 1.8 t W. 138' 32 1150 1.5 102' 39 1554 0.8 90' 34 513 3.4 90' 43 649 1.8 Lj o 147' 28 1072 1.7 108' 35 .1477 0.9 96' 28 451 3.4 96' 38 612 1.8 j 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 48' 134 1233 1.2 c '^• 84' 72 1890 0.8 60' 105 2650 0.8 54' 98 1014 1.8 54' 106 1097 1.4 ��� 93' 59 1715 0.8 66' 88 2420 0.6 60' 80 920 2.1 60' 86 989 1.7 72' 102' 49 1562 0.8 96' M18' 72' 74 2220 0.8 4 66' 71 8%66' 66 835 2. 1.8 C '48' � 111' 41 1422 1,0 78' 63 2048 0.8 72' 55 759 2.8 72' 59 814 19 W �� 120' 35 1313 1.1 84' 54 1890 0.8 78' 46 618 3.1 78' 51 762 1.8 129' 31 1250 1.3 90' 47 1763 0.8 84' 37 S. 3.4 84' 44 708 1.8 N_ o 138' 27 1164 1.5 96' 41 1640 0.890' 30 518 3.4 90' 31 656 1.8 147 24 1 W3 1.7 102' 37 1573 0.8 N. 25 460 3.4 96 33 fi07 1.8 ` :``` ••• e 64 DEFLECTION Y , O NOTE:USE DEFLECTIONS PROMIDED WHEN DETERMINING MINIMUM SEPARATION TO GLASS ,�7t�J1 X11 N a MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A 2'X4'Xll8'STORM BAR(6063-T6)-3 OR MORE SPANS 2'X4'XIIW STORM BAR(6063-176)-3 OR MORE SPANS 2'X4'X114'STORM BAR(6063-T6)-3 OR MORE SPANS 2'X47114'STORM BAR(6063-T6)-3 O 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 MR DESIGN STORM BAR STORM BAR SPAN WIDTH LENGTH PRESSURE ENDLOAD DEFLECTION SPAN WIDTH LENGTH PRESSURE END LOAD DEFLECTION SPAN WIDTH LENGTH PRESSURE ENDLOAD DEFLECTION SPAN WDTH LENGTH PRESSURE ENDLOAD DEFLECTION q UPTO UPTO (PSF) (LB) Y(IN) UPTO UPTO (PSFl (LB) YIN) UPTO UPTO (PSF) (LB) Y(IN) UPTO UPTO (PSF) 1-8 YIN) Are,_ dq a 66' 140 1107 1.1 54' 140 1630 1.0 66' 140 1771 0,8 54' 140 2955 0.7 72' 140 1208 1.1 60, 116 1501 1.1 75' 140 2013. 0.8 60' 140 2616 0.8 1g 78' 123 1149 1.1 66' 95 1366 1.1 84' 118 1900 0.8 66' 118 2426 0.8 84' 106 1067 1.1 72' 80 1242 1,1 93' 97 1729 0.8 72' 99 2220 0.8 W. 93 1003 1,1 78' 68 1144 1.1 102* 80 1564 0.8 78' 85 2065 0 84' .8 30' �.. a 54' 48' 78' m >y 96' 81 932 1.1 84' 69 1069 1.1 111' 68 1447 1.0 73 1910 0.87 a 102' 72 080 1.1 90' 51 990 1.1 120' 58 1334 1.1 90' 63 1766 0,8 '�gj 108' 64 828 1.1 96' 45 932 1.1 129' 50 1236 1.3 96' 56 1674 0.8 §$ 114' 58 792 1.1 101' 40 880 1.1 138' 44 1164 1.5 102' 49 1557 0.8 _w A 120' 52 748 1.1 108• 36 838 1.1 147' 39 1099 1.7 1 108' 44 1480 0.9 66' 140 1328 1.1 48' 140 1610 0.8 66' 140 1992 0.8 54' 140 2536 0.7 72' 121 1252 1.1 54' 129 1669 1A 75' 132 2135 0.8 60' 133 2677 0.8 78' 103 1155 1.1 GO' 104 1495 1.1 84' 105 1902 0.6 66' 110 2435 0.8 84' 89 1075 1.1 66' B5 1360 1.1 93' 86 1725 O.B 72' 92 2222 0.8 90' 77 996 1.1 72' 72 1242 1.1 102' 71 1562 0.8 78' 79 2067 0.8 Z S` �• 96' 68 938 1:1 80 78' 62 1159 1.1 111' 60 1436 1.0 84- 84' 68 1916 0.8 2.y 102' 60 880 1.1 84' 53 1067 1.1 120' 52 1346 1.1 90' 59 1781 0.8 Q 01'-.y 100' 54 838 1.1 90' 46992 1.1 129' 45 1252 1.3 96' 52 1674 0.8 ,�.mc c= 114' 48 787 1.1 96' 41 943 IA 138' 39 1160 1.5 102' 46 1574 0.8 110' 43 742 1.1 102• 35 880 1.1 147' 34 1078 1.7 108' 41 1485 0.9 ca?� 66' 123 1361 1.1 42' 140 1550 0.7 66' 140 2214 0.8 M. 140 2717 0.7 p= 72' 103 1244 1.1 48' 140 1771 0.8 75' 119 2138 0.8 60' 124 2674 0.8 Z d 78' 88 1151 1.1 54' 117 1665 1.0 84' 95 1912 0.8 66' 102 2419 0.8 Lu J 84' 76 1071 1.1 60' 95 1502 1.1 93' 77 1716 0.8 72' 65 2225 0.8 no 66 996 1.1 66• 7B 1357 1.1 107 64 1564 0.8 78' 73 2046 0.8 47 66' 60' 90' 'G 96' 58 934 1.1 72' 66 1252 1.1 111' 54 1436 1.0 8d' 63 1902 0.8 W 102' 51 872 1.1 78' 56 1151 1.1 120' 46 1323 1.1 90' 55 1779 0.8 108' 46 833 1.1 84' 48 1063 1.1 129' 40 1236 1.3 96' 48 1656 0.8 LI � "3 6 0.8 90' 42 996 1.1 138' 35 1157 1.5 102' 43 157 114' 41 784 1.1 J I 120' 37 745 1.1 96' 37 936 101 147' 31 1092 1.7 108• 38 1475 0�9 j 66' 108 1366 1.1 42' 140 1691 0.7 66' 128 2429 0.8 48' 140 2576 0.6 C v1 72' 90 1242 1.1 48' 136 1877 0.8 75' 99 2135 0.8 54' 140 2898 0,7 j 78' 77 1151 1.1 54' 107 1661 1.0 84' 79 1903 0.8 60' 116 2668 0.8 W S 84' 66 1063 1.1 60' 87 1501 1.1 93' 64 1711 0.8 66' 95 2429 0.8 C is 90' 56 1001 1.1 66' 72 1365 1.1 102' 54 1584 0.8 72' 81 2235 0.8 bg• 72' 72' 96' 96' 51 938 1.1 72' 60 1242 1,1 111' 45 1436 1.0 78' fio 2063 0.8 W .�y� � 102' 45 880 1.1 78' 51 1144 1,1 120' 39 1346 1,1 Be S9 1900 0.8 s 100' 40 828 1.1 Bd' 44 1063 1.1 129' 33 1224 1.3 90' S2 1794 0.8 114' 36 787 1.1 90' 39 1009 1,1 138' 29 1151 1.5 96' 45 1656 0,8 ``�� 120' 33 759 1.1 96' 34 938 1.1 147' 26 1099 1.7 102' 40 1564 0.8 �Z" `g. � �}ay DEFLECTION Y •W F11 'w �7annn1l NOTE:USE DEFLECTIONS PROVIDED WHEN DETERMINING MINIMUM SEPARATION TO GLASS N CV Florida Building Code Online Page 1 of 2 !x - I I • ' BCISTHome , Log In 1 User Registration Hot Topics ` Submit Surcharge Stats&Facts I Publications FBC'Staff,� BCIS Site Map Links Search i Florida � 01��iqilll Product Approval USER:Public User r _ Product Approval Menu>Product or Application Search>Aoolication List>Application Detail FL# FL13068-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived El Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com 4 Authorized Signature Bill Feeley lrodriguez@easternmetal.com Technical Representative Address/Phone/Email 5 Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed s? Florida Professional Engineer El Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Trevor Johnson, P.E. the Evaluation Report Florida License PE-65624 Quality Assurance Entity National Accreditation and Management Institute #. Quality Assurance Contract Expiration Date 12/31/2018 It Validated By John Henry Kampmann Jr. r D Validation Checklist- Hardcopy Received ail Certificate of Independence FL13068 R4 COI CertificationOfIndei)endenceSS.odf M Referenced Standard and Year(of Standard) Standard Year ASTM E 1886 2005 ASTM E 1996 2005 TAS 201 1994 -:, Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvQEb8FEH6OVtmcrvLZ%2feXT... 1/15/2018 Florida Bu;lding Code Online Page 2 of 2 x' Sections from the Code A Product Approval Method Method 1 Option D Date Submitted 10/09/2017 . '= Date Validated 10/12/2017 Date Pending FBC Approval 10/18/2017 Date Approved 12/12/2017 x Summary of Products x FL#: Model, Number or, Name-- . Description - '� 13068.1 Roll Shutter Mullions Aluminum mullions to be used in conjunction with Eastern Metal Supply and American Shutter Systems Association's roll shutter systems, other products require written authorization from the ASSA. TK;, f Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13068 R4 II InstallationInstructionsSS.pdf a Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes -t' Design Pressure: N/A Evaluation Reports Other: Large Missile. For spans and design pressures FL13068 R4 AE Eva luationReportSS.pdf lease refer to installation instructions.This product Created by Independent Third PartYes evaluation document is for Roll Up Shutter Mullions only. All Shutters and components shown are for reference/illustration purposes. All shutters used in combination with this approval shall have a separate product approval and allow the use of mullions.These Roll Up ` ;. Shutter mullions shall not be used for windows or doors. ' 4 wyr 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 u� A 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 rdF� 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 L. 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. �r Product Approval Accepts: rm 0441-1-11 ® eCrEsY M s Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvQEb8FEH60VtmcrvLZ%2feXT... 1/15/2018 I• GENERAL NOTES- LIST OF REPORTS; 1. TKJ ENGINEERING,LLC.HAS NO CONTROL OF THE MANUFACTURING.PERFORMANCE,OR INSTALLATION OF THIS PRODUCT.THESE GENERIC PLANS AMERICAN TEST LAB OF SOUTH FLORIDA WERE ENGINEERED IN ACCORDANCE.WITH ACCEPTED ENGINEERING PRACTICES AND TEST DATA PROVIDED BY THE MANUFACTURER. ATLSF REPORT A 0404.01-08 2. THE ROLL-UP SHUTTER MULLIONS SHOWN ON THIS PRODUCT EVALUATION DOCUMENT HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2017(6TH DATE:APRIL 4,2008 EDT ION)FLORIDA BUILDING CODE(FBC)AND THE 2015 INTERNATIONAL.BUILDING CODE(IBC).THESE ROLL-UP SHUTTER MULLIONS CAN BE TEST PROTOCOL E7886-05,EI996-05,TAS 201 INSTALLED IN HIGH VELOCITY HURRICANE ZONES(MIAMI-DARE COUNTY/BROWARD COUNTY)AND IN WIND ZONE 4(SEE FBC SECTION 1609.1.2.2). MUWONS:4x6x1/4x144 DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE REFERENCED CODES,IN ACCORDANCE WITH ASCE 7-10,AND FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THE ROLL-UP SHUTTER MULLIONS WILL BE INSTALLED.THE ROLL-UP ATLSF REPORT#''0323.01-09 SHUTTER MULLIONS ADEQUACY FOR IMPACT HAS BEEN VERIFIED IN ACCORDANCE WITH SECTICN 1609.1.2 OF THE ABOVE REFERENCED CODES DATE:APRIL 16,2D09 AND AS PER ASTM E1RS6 k E1996 AND TAS.201 AT AMERICAN TEST LAB OF SOUTH FLORIDA PER THEIR REPORTS(SEE LIST OF REPORTS). TEST PROTOCOL:E1886-05.E1996-05,TAS 201 3. LIMITATIONS OF USE: MULLIONS.3x4xl/8xl44.4x4x1/8x144 4:4x1/4x144,4x6r1/8x144 A. THIS PRODUCT CAN BE USED 1N HIGH VELOCITY HURRICANE ZONES(SEE FBC SECTION 202). Sig�_$�_z.�� B. IN HIGH VELOCITY HURRICANE ZONE,WIND ZONE 4 REGIONS,AND ESSENTIAL FACILTRES THE DEFLECTION FROM THE MULLIONS SHALL BE ACCOUNTED FOR IN THE SEPARATION TO CLASS(PER FBC 1616.3)FOR THE MULLION AND SHUTTER.SEE EQUATIONS ON THIS SHEET FOR � n SHUTTER DEFLECTION ADJUSTMENTS. C. THIS PRODUCT EVALUATION DOCUMENT IS FOR ROLL-UP SHUTTER MULLIONS ONLY.ALL SHUTTERS AND SHUTTER COMPONENTS SHOWN AREya +�1/2LIONS WIDTH SPAN �1/2 WIDTH SPAN WIDTH —�•{ SOHALL HAVE A SER REFERE IPARATE PRODUCT APPROVLLUSTRATION PURPOSES.AL AND ALLOW THE USE OF MULLIONS.THESE 8011-UP SHUTTER MULLIONS SHALL NOT BE END-RETENTICN AND NON RETENTION SHUTTERS USED IN COMBINATION WITH THESE USED 0.2"MIN. WITH WINDOWS OR DOORS AND CAN BE USED TO SUPPLEMENT MULLIONS INCLUDED WITH THE ROLL-UP SHUTTERS PRODUCT APPROVAL INTERMEDIATE AND END MULLION-ELEVATION D. INSTALLATIONS SHALL NOT EXCEED THE MAXIMUM ALLOWABLE STRESS DESIGN(ASD)DESIGN RATINGS AND MAXIMUM SIZE PROVIDED IN THESE SINGLE OR MULTIPLE MULLION INSTALLATIONS-N.T.S. DRAWINGS.ULTIMATE DESIGN WIND LOADS DETERMINED BY THE FBC AND ASCE 7-10 SHALL BE REDUCED TO ASD BY MULTIPLYING 0.6(SEE FBC SECTION 1609.1.2.4). $ E. SHUTTER SLAT LIMITS: MODULES OF ELASTICITY,E<11,000 KSI �..4 MINIMUM SACK FOR END-RETENTION TRACKS MOMENT OF INERTIA. I>0.040 IN-4/FT SECTIONAL AREA. A<1.800 IN-2/FT NOTES: MINIMUM SLACK(SLIP). Slack>0.20 IN • THE DIFFERENCE IN ADJCENT SLAT SPANS OF AN INTERMEDIATE MULLION SHALL NOT EXCEED 25X EXCEPT WHERE CORNER MULLION TABLES ARE F. IMPACT LEVEL D;9-1/4 LB LARGE MISSILE IMPACT. USED FOR INTERMEDIATE MULLIONS • SEE TABLES FOR MAXIMUM DESIGN PRESSURES FOR SLAT SPAN WIDTHS MULLIONC. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL u AND MULLION LENGTHS • INTERMEDIATE MULLIONS ARE NOT REQUIRED WITH CORNER MULLIONS OR THIS PRODUCT SHALL ONLY BE USED ED IN CONJUNCTION WITH ASSA ROLL SHUTTER SYSTEMS.OTHER PRODUCTS REQUIRE WRITTEN END MULLIONS FROM ASSA AND SHALL BE EVALUATED AS A SITE SPECIFIC PROJECT.SEE NOTE 4 OF PRODUCT EVALUATION NOTES. =V� I. INCREASE IN ALLOWABLE STRESS(1.33)HAS NOT BEEN INCORPORATED INTO THE DESIGN OF THIS PRODUCT. =Q TYPICAL SLATS c A�IMIi AR 4, T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT THE EXISTING HESE LOADS IS DESIGNED TO SUPPORT A S LOADS FROM �1 THE SHUTTER SYSTEM ANDMULLIONS. RO U CT EVALUATION STRUCTURES NOT ABLE TO SUPPORT THESE LOADS SHALL BE EVALUATED AS A SITE SPECIFIC PROJECT.SEE NOTE 4 OF PRODUCT EVALUATION NOTES. ADJUSTED INITIAL SHUTTER SHUTTER J S. ALL ALUMINUM EXTRUSIONS SHALL BE 6083-T6 ALLOY(UNLESS OTHERWISE NOTED OR CAN BE REPLACED WITH 6061-T6 ALLOY). DF]I.ECTION DEFLECTION PROOTIC EVALUATION NOTES: c I. THIS PRODUCT EVAWAT:ON DOCUMENT(P.E.D.)PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;.I.E.WHERE THE SITE'CONDITIONS DEVIATE FROM THE P.E.D. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SELECTION,PURCHASE.AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT J •.d EVALUATION PROVIDED AND SHALL NOT DEVIATE FROM THE CONOITIONS DETAILED ON THIS DOCUMENT, - 3. THIS PRODUCT EVALUATON DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. {�' -i !I,- ^I.. - a 4. SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH'WILL BECOME THE ENGINEER OF %1 %2 ch RECORD(E ATE FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE VIEW. THE ENGINEER OF RECORD,ACTING z C AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER,SHALL SUBMIT SITE SPECIFIC DRAWINGS FOR REVIEW. ANCHOR&FASTENING NOTES, ADJUSTED TOTAL DEFLECTION H2+Y C �. I. ALL FASTENERS SHALL BE CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 OR STAINLESS STEEL 304 OR 316 SERIES WITH 50 C ' KSI YIELD POINT AND 90 KSI ULTIMATE TENSILE STRENGTH. H2 4 H1 2 -3-X-2+6-B-X W 2. NO EMBEDMENT INTO NON-STRUCTURAL COMPONENTS SUCH AS.STUCCO,TILE.SIDING,ETC SHALL BE CONSIDERED AS PART OF THEg n EMBEDMENT. X .=x1 + x2 1 3, THE ANCHOR SPACING AND DESIGN PRESSURES ARE VAUD FOR EDGE DISTANCES AND MINIMUM EMBEDMENT BELOW. Y -Y7 +Y2 ♦♦♦♦\\ y � CMvet8Filed CMU HoOaWCMU Nbod e =SHUTTER.SPAN'INCHES) �Z•g: ..y\�� ANCHOR (3500 PSIS (1800PSI) (3.G.=.55) xl =LEFT MULLION DEFLECTION IN%DIREcncb .� X2-RIGHT MULLION DEFLECTION IN X DIFB.Ci®N b Mht Ed MIT E* Mn.EE a Mt Ent.Mln.Ed a Mln FJTt. Y1 LEFT MULLION DEFLECTION IN Y DIRECTIQH:W yy�( 114'ULTRACON HFH 2' 2' 2' 1114' 2' 2' Y2=RIGHT MUWON DEFLECTION IN Y DIFWnON t5 CORNER MULLION-ELEVATION Sli6'ULTRACONHFH 312• 2• 312• 1114' z z Hl INITIAL SHUTTER DEFLECTION SINGLE OR MULTIPLE MULLION INSTALLATIONS-N.TS. 318'CONFLIX 3314' 312' _ H2 m SHUTTER DEFLECTION WffH MULLION 0p 318'STAINLESS STEEL WI RAMSET GS 312- 3318' FIFCTION EQUATIONS NOTES ��,�'. a�� ••�4•♦. 112'STAINLESS STEEL WI RAMSET G5 4' 472' ADJUSTED DFDERE nDNs TABLES FOR MULLION X AND Y ��i Aye * ♦\ i FV 111711111\%%,Cn SEE SHUTTER APPROVAL FOR MINIMUM SEPARATION C A TO GLA S FOR INTIAL SHUTTER DEFLECTION 1/8'THICK ALUM.ANGLE UP TO 2500 LBS 1/4'THICK ALUM.ANGLE UP TO 6000 LBS 3/8'THICK ALUM.ANGLE UP 70'9000 LEIS 1/4"THICK(6061-T&)ANGLE UP TO 9000 L85 1/4.0 SELF-TAPPING SMS(TYP) 1/2"THICK ALUM.ANGLE UP TO 18000 LBS (SEE MULLION CONNECTION CAPACITY ON SHEET 5) 3/8"THICK(6061-T6)ANGLE UP TO 18000 LBS (SEE CONNECTION ANGLE ON SHEET 5) 1/4"0 SELF-TAPPING SMS(TYP) (SEE MULLION CONNECTION CAPACITY ON SHEET 5) 1/8"THICK ALUM.ANGLE UP TO 2500 LBS 1/4'THICK ALUM.ANGLE UP TO 6000 LBS 3/8'THICK ALUM,ANGLE UP TO 9000 LBS' 1/4"THICK(6061-T6)ANGLE UP TO 9000 LBS OPTIONAL ® (SEE CONNECTION ANGLE ON SHEET'S) INTERIOR OPTIONAL ANGLE LEG I ANGLE LEG a 1/4.0,5/16.0 ULTRACON OR 3/8"0 ANCHOR(TVP) ATTACHMENT 1/4'0,5/16'0 ULTRACON OR 3/8"0'ANCHOR(TYP) 1 'OVERLAP (SEE MULLION CONNECTION CAPACITY ON SHEET 5) O (SEE MULLION CONNECTION CAPACITY ON SHEET 5) O IHTERMEDWTE MULLION V (SEE TABLES ON SHEETS 5 THRU 10) b# -------- SEE INTERMEDIATE MULLION `-_-- I 4 I (SEE TABLES ON SHEETS 5 THRU 10) O O �----� -�jlllJJJIJ ----5 �8 APPROVED SHUTTER SYSTEM �a SEE APPROVAL FOR ATTACHMENT REQUIREMENTS AND �X ALTERNATE ARRANGEMENTS(BUILD-INS AND ANGLES) INTERMEDIATE MULLION CONNECTION APPROVED SHUTTER SYSTEM(TYP) NOTES: INTERIOR ATTACHMENT MULLION INSTALLATION-N.T.S. SEE APPROVAL FOR ATTACHMENT REQUIREMENTS AND 1. ANCHOR AND FASTENER-CONNECTION MUST MEET THE REQUIREMENTS ALTERNATE ARRANGEMENTS(BUILD-INS AND ANGLES) SHOWN ON THE CONNECTION ANGLE DETAIL SHEEP 5,THE Lu CONNECTIONS AND OPTIONAL CONNECTIONS SHOWN ARE NOT APPLICABLE WHERE THE MINIMUM SPACING REQUIREMENTS ARE INTERMEDIATE MULLION CONNECTION EXCEEDED TYPICAL MULLION IISTALIATION-NT.S. 2, INTERIOR ANGLE LEG ATTACHMENT CAN BE USED IN =O COMBINATION WITH INTERIOR ATTACHMENT 1/8'THICK ALUM.ANGLE UP TO 2500 LBS 1/8"THICK ALUM.ANGLE UP TO 2500 LBS I/4'THICK ALUM,ANGLE UP TO 6000 L85 1/4'0 SELF-TAPPING SMS(TYP) 1/4"THICK ALUM.ANGLE UP TO 6000 lB5 J 3 THICK ALUM.ANGLE UP TO 9000 LBS (SEE MULLION CONNECTION CAPACITY ON SHEET 5) 3/8"THICK ALUM.ANGLE UP TO 9000 LBS J 1/4_ THICK(6061-T6)ANGLE UP TO 9000 LBS 1/4'0,5/16'0 ULTRACON OR 3/8'0 ANCHOR(TYP) 1/4"THICK(6061-T6)ANGLE UP TO 9D00 LBS cno 1/2'THICK ALUM.ANGLE UP TO 18000 LBS (SEE MULLION.CONNECTION CAPACITY ON SHEEP 5) (SEE CONNECTION ANGLE ON SHEET 5) d 3/8'THICK(6061-T6)ANGLE UP TO 18000 LBS 1 1 (SEE CONNECTION ANGLE ON SHEET 5) I 1/4'tl SELF--APPINC SMS(TTP) j O ® (EE MUWON CONNECTION CAPACITY ON SHEET 5) S w OJ C i OPTIONAL 1/{'0,5/.16'0 ULTRACON OR 3/8-0 ANCHOR(TYP) d INTERIOR (SEE MULLION CONNECTION CAPACITY ON SHEET 5) lu ANGLE LEC OPTIONAL INTERIOR 1 C ATTACHMENT ANGLE ATTACHMENT END MULLION END MULLION \I 1 V Wyk .- (SEE TABLES ON SHEETS 11 THRU 18) (` O (SEE TABLES ON SHEETS 11 THRU 18) -------- I S Rol, o --5 Edi !7 -{Qg I APPROVED SHUTTER SYSTEM(TYP) I�'� SPAN WIDTH `��O• a'§ ••• 'T` SEE APPROVAL FOR ATTACHMENT REQUIREMENTS AND ALTERNATE ARRANGEMENTS(BUILD-INS AND ANGLES) APPROVED SHUTTER SYSTEM(TTP) T�'�—'SPM WIDTH Z'• ify Q .214 SEE APPROVAL FOR ATTACHMENT REQUIREMENTS AND ALTERNATE ARRANGEMENTS(BUILD-INS AND ANGLES) END MULLION CONNECTION INTERIOR ATTACHMENT MULLION INSTALLATION•N.T.S. END MULLION CONNECTION =�' TYPICAL MULLION INSTALLATION-N.T.S. AAA�4{�I IP1A i tl 1/8'THICK ALUM.ANGLE UP TO 2500 LBS 1/4'THICK ALUM.ANGLE UP TO 6000 LBS 318'THICK ALUM.ANGLE UP TO 9000 LBS 114-THICK(6061-T6)ANGLE UP 70'9000 LBS 1/2'THICK ALUM.ANGLE UP TO 18000 LBS 3/8-THICK(6061-TB)ANGLE UP TO 18000 LBS 4 (SEE CONNECTION ANGLE ON SHEET 5) 1/4'0,5/16'0 ULTRACON OR 3/8'0 ANCHOR(TVP) ci (SEE MULLION CONNECTION CAPACITY ON SHEET 5) 1/4'0 SELF-TAPPING SMS(TYP) o zd I O ® (SEE MULLION CONNECTION CAPACITY ON SHEET 5) _ I I I &;� LI I -------- Q a �1 I O IE$K . �gaA INTERMEDIATE ENO MUOPTIONAL (SEE TABLES ONN 5 THRU NTEROR SHEETS 5 THRU 18 L cn_ Ll _JL ATTAC MENTI O CORNER MULLION (SEE TABLES ON SHEETS'B THRU 29) o g ,. 1/4'0 SELF-TAPPING SMS(TYP)• ___d w (SEE MULLION CONNECTION CAPACITY ON SHEET 5) y� � 5 LONG SPAN LL ' APPROVED SHUTTER SYSTEM(TYP) (SPAN WIDTH 1) LU SEE APPROVAL FOR ATTACHMENT REQUIREMENTS AND �n ALTERNATE ARRANGEMENTS(BUILD-INS AND ANGLES) =Z ` \ 1/4.0.5/16.0 ULTRACON OR 3/8.0 ANCHOR(TYP) — (SEE MULLION MULLION CONNECTION yON CONNECTION CAPACITY ON SHEEP 5) TYPICAL MULLION INSTALLATION-N,T,S. 1/8'THICK ALUM-ANGLE UP TO 2500 LBS 1/4'THICK ALUM.ANGLE UP TO 6000 LBS 3/8'THICK ALUM.ANGLE UP TO 9000 LBS • 6 1/4'THICK(6061-T6)ANGLE UP TO 9000 LBS (SEE CONNECTION ANGLE ON SHEET 5) 1/8'THICK ALUM.ANGLE UP TO 2500 LBS S� ` . 1/4'THICK ALUM.ANGLE UP TO 8000 LBS •�v _ry 1/4'0 SELF-TAPPING SMS(TYP) rr ggg3 3/8'THICK ALUM.ANGLE UP TO 9000 LBS I I (SEE MULLION CONNECTION CAPACITY ON SHEEP 5) 1/4'THICK(6061-T6)ANGLE UP TO 9000 LOS I .J 1/2'THICK ALUM.ANGLE UP TO 18000 LBS I Imz 3/8'THICK(6061-T6)ANGLE UP TO 18000 LBS yl 1 �( (SEE CONNECTION ANGLE ON SHEET 5) l�'f1 `C N IIM1d�_4r 1/4.0,5/16.0 ULTRACON OR 3/8.0 ANCHOR(TYP) N h ru� (SEE MULLION CONNECTION CAPACITY ON SHEET 5) C WALL MOUNTED CONNECTION L C NF15 g ^k W Zi OPTIONAL MULLION MULLION INSTALLATION-N.T.S. (SEE TABLES ON SHEETS 16 THRU 29) � ♦♦♦♦\\ g ` ♦ :77 ♦♦ o L LONG SPAN APPROVED SHUTTER SYSTEM(IYP) 1` (SPAN WIDTH 1) SEE APPROVAL FOR ATTACHMENT REQUIREMENTS AND aI "tl T ALTERNATE ARRANGEMENTS(BUILD-INS AND ANGLES) O•: a . .J�•. as END MULLION CONNECTION 0b1 off``` NOTE:INTEROR ANGLE LEC ATTACHMENT CAN BE USED IN INTERIOR ATTACHMENT MULLION INSTAUATION-N.TS. COMBINATION WITH INTERIOR ATTACHMENT 1111111\l\\ G9 � N M END MULLION (SEE TABLES ON SHEETS 1•.THRU 18 INTERMEDIATE MULLION 1/8'THICK ALUM.ANGLE UP TO 1000 LBS (SEE TABLES ON SHEETS 5 THRU 10 1/8'?HICK ALUM..ANGLE UP TO 2500 LBS 1/4'THICK ALUM-ANGLE UP TO 2400 LBS 1/4'THICK ALUM.ANGLE UP TO 6000 LBS 7/B'THICK ALUM.ANGLE UP TO 3600 LBS 3/8'THICK ALUM.ANGLE.UP TO 9000 LBS 1/4'THICK.(6061-TB)ANGLE UP TO 3600 LBS I 1/4'THICK(6061-T6)ANGLE UP TO 9000 LBS NOTE: DOUBLE VALUES ABOVE WHEN EXTERIOR ANGLE IS USED OR NOTE: S SHUTTER NOT SHOWN I +/4'THICK(6061-T6)WITH EXTERIOR ANGLE UP TO 9000 LBS SHUTTER NOT SHOWN (SEE CONNECTION ANGLE ON HEET 5 AND FOR CLARITY I (SEE CONNECTION ANGLE ON SHEET 5 AND TABLES ON THIS SHEET) I FOR CLARITY I TABLES ON THIS SHEET) OPTIONAL 1/4'0,5/18'0 ULTRACON OR 3/8'0 ANCHOR(TYP) 1/4.0 SELF-TAPPING SMS(TYP) INTERIOR I (SEE CONNECTION TABLES ON THIS SHEET)ANGOPTIONAL I (SEE CONNECTION TABLES ON THIS SHEET) OPTIONAL EXTERIOR ANGLE LEG ATTACHMENT I ANGLE LEG I 1/4.0,5/18.0 ULTRACON OR J/8.0 ANCPOR(TYP) g 1/4'o SELF-TAPPING SMS(TYP) �, ATTACHMENT II .} - ATTACHMENT FOR SECOND j _ y '(SEE CONNECTION TABLES ON THIS SHEET) ryx a3^ rT4 ANGLE ATTACHMENT ONLY (SEE CONNECTION TABLES ON THIS SHEET) 1 I .`y' -5 Ci4 (SEE CONNECTION ANGLE ON SHEET 5 AND TABLES 0' �I I I I THIS SHEET T - F--———————— —— ———————————— u n ——— ———————————————— II m � ------------------- -- � g 1/4'm, IR 5/16'1 ULTRACON® SPA 100 f 1d END 2d SPA 1Dd 3 Id(TYP) 12'O.C.BETWEEN (TYP) 1/4'0,OR 5/16'0 ULTRACON® $ 12'O.C.BETWEEN BUILD-OUT SILL/HEADER.MATCH WIDTH AND THICKNESS OF MULLION NOTE: BUILD-OUT SILL/HEADER,MATCH WIDTH AND THICKNESS OF MULLION 2'HEIGHT TYPICAL.USE 3'HEIGHT FOR END LOADS OVER 6000 LDS END MULLIONS CAN BE USED BACK TO BACK 2'HEIGHT TYPICAL,USE 3'HEIGHT FOR END LOADS OVER 6000 LBS (SEE CONNECTION TABLES ON THIS SHEET) (SEE CONNECTION TABLES ON THIS SHEET) BUILD-OUT SILL/HEADER CONNECTION BUILD-OUT SILL/HEADER CONNECTION ... OFTICNAL END MLWON INSTALLATION•N.T.S. OPTIONAL INTERMEDIATE MULLION INSTALLATION-N.T.S. 1/8'THICK ALUM.ANGLE UP TO 2500 LBS =Z 1/4'THICK ALUM.ANGLE UP TO 6000 LBS Z 0 3/8'THICK ALUM.ANGLE UP TO 9000 LBS J 1/4'THICK(6061-T6)ANGLE UP TO 9000 LBS '�J (SEE CONNECTION ANGLE ON SHEET 5 AND TABLES ON THIS SHEET) BUILD-OUTSILLIHEADERCONNECTIONI CAPACITY CONCRETE&FILLED CMU HOLLOWCMUWWD —A ii INTERMEDIATE OR END MULLION DESIGNLOAD ANCHORSREQUIREO DESIGN LOAD ANCHORSREQUIREDDESIGN LOAD ANCHORS REQUIRED O 1 0 (SEE TABLES ON SHEETS 5 THRU 18 LBS EACH ANGLE (LBS) EACH ANGLE LOS EACH ANGLE �= - I APPROVED SHUTTER SYSTEM(TYP) 2080 5116-ULTRACON 1050 (3)114'ULTRACON 900 3 114'ULTRACON SEE APPROVAL FOR ATTACHMENT REQUIREMENTS AND 3120 3)5116'ULTRACON 1400 4)1/4'ULTRACON 1200 4 1/4'ULTRACON II / ALTERNATE ARRANGEMENTS(BUILD-INS AND ANGLES) 4160 (4)5+16'ULTRACON 1290 (3)5116'ULTRACCN 1770 (3916'ULTRACON n� 6240 6*ULTRACON 1720 4 5116-ULTRACON 2360 (4 916'ULTRACON V q d p I II 1/4'0 SELF-TAPPING SMS(TP) J p I I (SEE CONNECTION TABLES ON THIS SHEET)' 4500 (2)318'ANCHOR 2150 (5)916'ULTRACON 295D (�5/16'ULTRACON J o I D 6750 (3)318'ANCHOR 2580 (6)5116'ULTRACON 3540 (6)916'ULTRACON ch _ ii 9000 (4 3/8'ANCHOR 3440 B 916-ULTRACON 4720 Is 916'ULTRACON C N Q © ® ® I u � u p' 1 II NOTE: BUILD-OUT REQUIRED) SECTION FOR THE SILL IS BUILD-OUT SILLMEADER CONNECTION ANGLE CAPACITY(2 REQUIRED 7g� �+ SHOWN,HEADER SIMILAR 118'MIN.ALUMINUM 1/4'MIN.ALUMINUM 1,b'MW.ALUMINULI 114•MN.ALUMNULI Caa,a N WITHOUT CAP OR ANGLE DESIGNLOAD ANCHORSREQUIRED DESIGN LOAD ANCHORS REQUIRED DEBIGNLOAD A4CRORSREQUIREO DESIGNLOAD ANCHORS REQUIRED W Lr�.+ (LBS) EACH ANGLE (LBS) EACH ANGLE `90 1 EACHANGLE 0115) EACHA4GLE ag p 1�, 1960 2114-14 DRIL•FLIX 32W 2114-14 DR L,FLIX R11a+A DRILTLEX ew 9)114.14 DRIFLEX -� a 2940 3 V4a4 DRIL-FLEX 4800 las 0)w-14DwL-FLEX 1200 P)9414 DRRFLEX (3 1!4-14 DRIL-FLEX O (4)I/4140RILFLEX ♦♦♦ OLO 4114-140ML-FLEX 2400 3920 4I114.140RIL-FLEX 6400 4114-14 DRIL-FLEX Im (5)1M-14DwL,FLF: aero 9)1/414DR0.iLIX :�O • � '• '� EXTEND SILL UNDER SHUTTER OR USE 4900 5)1/4-14 DRIL-FLEX 9600 6 1/4.14 DRIL-FLEX 1470 9)114-14 DRILFLEX 3100 9)114140RILFLEX 1 ' G /8CAP TUBE OR ANGLE ATTACHED WITH 5880 (6)114- FLEX-FLEX 12800 (8 114-14 DRIL-FLEX 1900 SELF-TAPPING SMS 0 12'O.C. 91111 I DRIL-FLEX 4000 (10)114.14 DRILFLEX S �$ p p 1/4'0 G; 1Tgyt+ W Y7 0 1/4'0,5/16.0 ULTRACON OR 3/8.0 ANCHOR(TYP) 4'1 (SEE CONNECTION TABLES ON THIS SHEET) BUILD-OUT SILL/HEADER SECTION OPTIONAL END AND INTERMIDIATE MULLION INSTALLATION•N.T.S. ADDS MULLION END LOADS TOGETHER FROM BOTH MULLIONS 'ASI �L ,yam♦♦ (ABOVE AND BELOW)WHEN A SHARED SILL/HEADER IS USED A�I/IITIILXI�; 1� 1� lOTCflyO� N• MAXIMUMSIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A INTERMEDIATE 3'X4'X1B'MULLION 6661TI5INTERMEDIATE4'X4'XiAr MULUON�4itlq-T6 2d 6 AVERAGE IN MULLION DESIGN MULLION MULLION AVERAGE MULLION DESIGN MULLION MULLION TH LENGTH PRESSURE END LOAD DEFLECTION SPAN WDTH LENGTH PRESSURE END LOAD DEFLECTION ' �.q UP TO UP TO (PSF) B Y(IN) UP70 UP TO PSF LB YIN 7r 93 ,395 0.53 7r 135 2025 0.41 ,t-; �./ 84' 68 1190 0.73 84' 99 1733 0. 60' 96' 41 9m 1.210S6 W' 96' 76 1520 0..108' 923 121 106' 60 1350 0.9191 3 it '°C 120' 32 800 1.44 124' 49 5225 1.14 ��� W 111 1665 0.37 72' 112 2016 0.40 <* �� 7Y 77 1386' 0. 84' 63 1743 0.55 .. � / \ 12' 84' 57 1197 0.7474 72' 96' 63 1512 0.72 ea 3 96• 43 1032 0.95 108' Sa 1350 0.91 �•`t. 416 ri 108' 34 918 120 120' 40 1200 1.11 "- W 95 1663 a37 7r 9E 2016 040 OR ea "' 72' 66 1366 0.54 64' 71 1740 0.55 e MIN. j^�., 84' 84' 49 1201 0.74 - 64• Be 54 1512 4172 1: 96' 3? 1036 0,95 108•" 43 1355 0.92 � O MIN. •v. 108' 29 914 1.20 12T 35 1225 1.14 W 48' 130 2660 R37 77 6 2016 0,40 W' lU �°��,• 116604137 84• 622 1736 0.55 ! 96' 72' 58 1392 0.54 96' 96' 47 1504 Q71 OPTIONAL FILLET �, 84' 43 1204 0,74 108' 37 1332 0,90 cn__jj --^die.. . 1 96' 33 1D56 0,97 1201 30 1200 1.11 0- 48- 48' 116 2088 024 66' 89 2203 034 _.... 'tt74+ •gyp . W - 74 1665 0.37 76' 64 1672. 0.48 J 8d a y ,Ofi 72' S, 1377 0,54 (�,,oe,/) 1625 5.63 • 38 1167 0,74 for 37 1415 0.81 � 96' 29 1 1044 0.96 1283 1,02 CONNECTION ANGLE 48' iD4 20W 0.24 67 97 2425 0.28 MULLION INSTALLATION-NT.S. W' 67 1675 4138 7r 67 2010 0.40 _ 120' 77 46 1380 0.54 120' 84' S0175D 0.56 LI 84' 34 1190 a73 96' 38 1520 4172 1 -1 _ NOTE-.SEE MULLION CONNECTION CAPACITY TABLE FOR REQUIRED ANCHORS,USE CENTER ANCHOR 96' 26 1040 0,96 108' 30 1350 0.91 'j SPACING AND LOCATIONS WHEN REQUIRED. 46' 95 2090 4124 at 2420 0.28' CA SEE MULLION END LOAD ON MAXIMUM DESIGN PRESSURE MULLION TABLES FOR THE REQUIRED W' 61 1678 038 2013 0.40 .�- MINIMUM CONNECTION CAPACITY 132' 72' 42 1386 054 132• 1733 0.55 83' 31 1194 0.74 1496 41.71 C 96' 24 1056 0.97 1337 0.90 C 2§ 3 DEFLECTION Y !l N. zo + MULLION CONNECTION ANGLE CAPACITY(2 REQUIRED) •= - .`, 46 . a• yam* CONCRETE CONCRETE B FILLED CMU HOLLOW CMU WOOD I1W MIN ALUMINUM 114'MIN ALUMINUM `�'Z'. �•, DESIGN LOAD ANCHORS REQUIRED DESIGN LOAD ANCHORS REW IRED DESIGN LOAD ANCHORS REQUIRED DESIGN LOAD ANCHORS REQUIRED DESIGN LOAD ANCHORS REQUIRED DESIGN LOAD CHORSREQUIRED 40 al _ (LBS) EACH ANGLE 11.11SL EACH ANGLE EACH ANGLE {LBS) EACH ANGLE LOS 'EACH ANGLE' {LgS) EACHANGUE - �yZj a' 3905 1 318'RAMSEi 41 W 2 5116'ULTRACON 1400 (2 ltd'ULTRACON 1200 2 i/d'ULTRACON 2,14.14 DRL•FLEX 4240 2 1/414 OPol-FLEX •,O yQ1 I 7800 23!8'RAMSET G5 3 6116'ULTRACON 2105 3 1/4'ULTRACON 1800 3 1/4'ULTRACON 3960 3)tl4.14 DRIL-FLEX 6360 3 114,14 DRIL-FLEX •,,� Q,1;=• 11700 (0)316'RAMSET GS 83RD (4)51WULTRACON 1720 2 516-ULTRACON 2 5/16'ULTRACON 4}iPo•fd DRIL•FLEX 8480 (4)114.14 DRIL•FLEX NOTE:USE DEFLECTIONS PROVIDED WHEN DETERMP1iII�?0•:• �r 7020 1 WRAMSErGS 9000 2 318-ANCHOR 2580 (3)51S'ULTRACON3540 (3 5116'ULTRACON 6600 (5)114-14 DRIL-FLEX 12720 6 114.14DRIL•FLEX MINIMUM SEPARATION TO GLASS 14040 (2)ttr RAMSET GS 13500 (3)Std'ANCHOR 3440 (4)5116'ULTRACON 4 516•ULTRACCN 7926 6},1d-14 DR1l•FLEX iG'460 (8}114-,4 DRIL-FLE% jI 21D60 3 1tr RAMSET GS 18000 4 318'ANCHOR 5160 (6 SMW ULTRACON 7080 (6 5IIw ULTRACON 10560 6 114.14 DRIL•FLEX 21200 10 114.14 DRIL•FLIX IA I!!l11111L11`,�, o CV Ll7 tw a s MAXIMUM DESIGN PRESSURE OFA MAXIMUM DESIGN PRESSURE OFA MAXIMUM DESIGN PRESSURE DFA MAXIMUM DESIGN PRESSURE OFA INTERMEDIATE 4'X4'X114'MULLION(6063-T6 INTERMEDIATE 4')(6'X7/B'MULLION(6063-Tfi INTERMEDIATE 4'X6'X1/4'MULLION 6063.T6 INTERMEDIATE 4'X6'X114'MULLION 6063-T6 AVERAGE MULLION DESIGN MULLION MULLION AVERAGE MULLION DESIGN MULLION MULLION AVERAGE MULLION DESIGN MULLION MULLION AVERAGE MULLION DESIGN MULLION MULLION $PAN'MDTH LENGTH PRESSURE END LOAD DEFLECTION SPAN WDTH LENGTH PRESSURE END LOAD DEFLECTION SPAN WIDTH LENGTH PRESSURE END LOAD DEFLECTION SPAN WIDTH LENGTH PRESSURE END LOAD DEFLECTION UPTO -UPTO (PSF) LB YIN UPTO UPTO PSF B YIN UPTO UPTO (PSF) (LB YIN) UPTO UPTO PSF Y N) a E 96' 138 2760 0.72 96' 131 2620 0.48 N. 122 4800 DAB 96' 68 4896 0.48 i 108' 109 2453 0.91 108' 104 2340 0.61 108' 97 4365 0.61 108' 54 4374 0.61 ^� 601. 120' BB 2200 1.12 60' 120' 84 2100 0.75 120' 120' 783900 0.75 216' 120' 43 3870 0.74 m 132, 73 2008 1.36 132' 89 1898 0.90 132' 65 3575 0.91 137 -36 1 3564 0.91 144' 61 1830 1.61 144' 58 1740 1.07 144' 54 32401.07 144 30 3240 1.07 �b& g 96' 115 2760 0.72 96' 109 2616 0.48 96' 111 4884 0.48 96' 64 4854 0.48 9T�$ 108' 91 2457 0.91 108' B6 2322 0.60 108' 108 88 4355 0.61 ' 51 4361 0.61 v 7Y 120' 74 2220 1.13 72' 120' 70 2100 0.75 132' 120' 71 3905 0.75 228' 120' 41 3895 0.75 132' 61 2013 1.37 137 58 1914 0.91 1 132' 59 3570 0.91 137 34 3553 0.91 144' 51 1836 1.62 144' 49 1764 1.09 144' 49 3234 1.07 164' 29 3306 1.10 96' 99 2772 0.72 96' 94 2632 0.48 96' 102 48% 0,48 S6' 61 4880 0.48 108' 78 2457 0.91 1 108' 74 2331 0.61 108' 81 4374 0.61 108' 48 4320 0.60 W 84' 120' 63 2205 1.12 84' 120' 60 2100 0.75 144' 120' 65 3900 0.75 240' 120' 39 3900 0.75 =In 137 52 2002 1.36 137 50 1925 0.92 - 132' 54 3564 0.91 1& 32 3520 0.90 mm 144' 44 1848 1.63 144' 42 1764 1.09 144' 45 3240" 1.07 144' 27 3240 1.07 Z 96' 86 2752 0.72 96' 82 2624 DAB 96' 94 4BW 0.48 64' 76 5586 0.37 108' 68 2448 0.91 108' 65 2340 0.61 108' 74 4329 0.60 96' 58 4872 0.48 J 96' 120' 55 2200 1.12 96' 126 52 2080 0.74 156' 120' 60 3900 0.75 252' 106 46 4347 0.61 132' 46 2024 1.37 137 43 1892 0.90 132' 50 35750.91 126 37 3885 0.74 J 144' 38 1824 1.61 144' 36 1728 1 1.07 144' 42 3276 1.09 132' 31 3581 '0.91 J 96' 77 2772 1 0.72 96 73 2628 0.48 96' 82 4920 0.4884' 73 5621 0.37 d 106 61 2471 0.92 10658 2349 0,61 108' 64 4320 0,60 96' 56 4928 0.48 108' 120' 49 2205 1.12 108' 126 47 2115 0,76 180' 120' 52 3900- 0.75 464' 108' 44 4356 0.61 132, 41 2030 1.38 137 39 1931 0.92 132' 43 3548 0.91 120' 36 3960 0.76 144' 34 1&761.62 144' 32 1728 1.07 144' 38 3240 1.07 137 29 3509 0.90 u $ 84' 90 3150 0.55 84' 86 3010 0.37 96' 76 4864 0.48 84' 69 5555 0.37 J a r 96' 69 2760 0.72 96' 66 2640 0.48 10B' 60 4320 0.60 96' 53 4876 0.48 120' 106 54 2437 0.90 120' 106 52 2340 0.61 19Y 120' 49 3920 0.75 276' 106 42 4347 0.61 C is N 120' 44 2200 1.12 120' 42 2100 0.75 132' 40 3520 0.90 120' 34 3910 0.75 _ 132' 36 1980 1.34137 35 1925 0.92 144' 34 3264 1.08 132' 28 3542 0.90 N 84' 82 3157 0.55 84' 78 3003 0.37 96' 72 4898 48 884' 67 5628 0.37 C 96' 63 2772 0.72 96' W 2640 0,48 108' 57 4361 0.61 96' 51 4896 0.48 W � 132' 106 50 2475 0.92 132' 108' 47 2327 0.61 204' 120' 46 3910 0.75 2B8' 106 40 4320 0.60 126 40 2200 1.12 120' 38 2090 0.75 132' 38 3553 0.91 126 33 3960 0.76 $ 37 33 1997 1 1.35 13Y 32 1936 0.92 144' 32 3264 1,08 137 27 3,564 0.91 DEFLECTION Y a'•Q/ 1MN1 .•`yam Lu NOTE:USE DEFLECTIONS PROMOED WHEN DETERMINING MINIMUM SEPARATION TO GLASS j7 111*1\\\\\\Q" � N CO � - � a .-� MAXIMUM DESIGN PRESSURE OFA MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A o INTERMEDIATE 4'XB'X1l4'MULUON 063-76 INTERMEDIATE 4•X8'XI14'MULLION(6053-T INTERMEDIATE 4'X6'X1/8'MULLION 6063•T6 INTERMEDIATE 4'X6'XIW MULLION 6063-T6) AVERAGE MULLION DESIGN MULLION MULLION AVERAGE MULLION DESIGN MULLION MULLION AVERAGET961 DESIGN MULLION MULLION AVERAGE MULLION DESIGN MULLION MULLION $IN SPAN WIDTH LENGTH PRESSURE ENDLOAD DEFLECTION SPAN WIDTH LENGTH PRESSURE ENDLOAD DEFLECTION SPAN WIDTHPRESSURE ENDLOAD DEFLECTION SPAN IMDTH LENGTH PRESSURE END LOAD DEFLECTIO14 a"1 � UPTO UPTO PSF LB YIN UP] UP TO PSF (LB) YIN) UPTO PSF ) Y I UPTO UPTO (PSF) B YIN) 45 96' 150 6600 0.32 96• 103 7416 0.36 105 2100 0.72 96' 121 3872 0.72 'b 1 L S N 108' 134 6633 0.46 108' 82 6642 0.46 83 1868 0.91 108' 95 3420 0.91 13T 120' 108 5940 0.56 216' 120' 66 5940 0.56 60' 67 1675 1.12 96' 120' 77 3080 1.12 732' 89 5385 0.68 132' . 55 5445 0.68 56 1540 1.37 132' 64 2816 1.37 144' 75 4950 0.81 144' 46 4968 0.81 47 1410 1.63 144' 54 2592 1.63 96' 150 7200 0.35 96' 9B 7448 0.36 88 2112 0.72 96' 407 3852 0.72 108' 122 6588 0.45108' 77 6584 0.45 108' 69 1863 0.91 108' 85 3443 0.91 144' 120' 99 5940 0.56 228' 120' 63 5985 0.57 72' 120' 561680 1.12 108' 120' 69 3105 1.13 132' 82 5412 0.68 131' 52 5434 0,68 132' 46 1518 1.35 13T 57 2822 1.37 144' 69 4968 '0.81 144' 44 5016 0.82 144' 39 1404 1.62 144' 48 2592 1.63 96' 143 7435 0.36 96' 93 7440 0.36 96' 75 2100 0.72 96' 96 3640 0.72 Q. 108' 113 6611 0.46 108' 73 6570 OAS 108' 59 1859 0.91 108' 76 3420 0.91 W 156• 120' 92 5980 0.57 240' 120' 60 6000 0.57 84' 120' 48 1680 1.12 . 120' 120' 62 3100 1.13 Cn 13T 76 5434 0.68 13T 49 5390 0.68 132' 40 1540 1.37 132' 51 2605 1.36 =Z 144' 64 4992 0.82 144' 41 4920 0.80 144' 33 1386 1.60 144' 43 2580 1.62 96' 133 7448 0.36 96' 89 7476 0.36 96' 66 2112 0.72 96' 98 3872 0.72 CA*d 108' 105 6615 0.46 108' 70 6615 0.46 108' 52 1872 0.91108' 69 3416 0.91 d J 168' 120' 85 5950 0.56 25T 120' 57 5985 0.57 96' 120' 42 1680 1.12 137 120' 66 3080 1.72 137 70 5330 0.68 132' 47 5429 0.68 132' 35 1540 1.37 132' 46 2783 1.35 J 144' 59 4956 0.81 144' 39 4914 0.80 144' 29 1392 1.61 144' 39 2574 1.62 96' 124 7440 0.36 96' 85 7480 0.36 84' 76 2394 0.55 96' 80 3840 0.72 108' 98 6615 0.46 108' 67 6533 0.46 9fi 58 2088 0.71 108' 64 3455 0.92 18T 120' 79 5925 0.56 264' 120' 54 5940 0.56 108' 108' 46 1863 0.91 144' 120' 51 3060 1.12 132' 66 5445 0.68 132' 45 5445 0.68 120' 37 1665 1.11 132' 43 2838 1.38 144' 65 4950 0.81 144' 38 5016 0.82 132' 31 1635 1.37 144' 36 2592 1.63 U 96• 116 7424 0.36 96' 81 7452 0.36 1' 69 2415 0.55 S6' 74 3848 0.72 All J c' 192' 708' 92 6524 OAS 108' 64 6624 0.46 96' 53 2120 0.73 108' 59 3452 0.92 120' 74 5920 0.56 276' 120' 52 5980 0.57 120' 108' 42 1890 0.92 156' 120' 47 3055 1.11 C 132' 61 5368 0.68 132' 43 5440 0.68 120' 34 1700 1.ta 132' 39 2789 1.35 8 144' 52 4992 0.82 144' 36 4968 0.81 132* 28 1540 1.37 144' 33 2574 1.62 N 96' 109 7412 A0.36 96' 78 7488 0.36 7T 85 280.5 0.41 S6' 69 3864 0.72C10B' 86 6579 108' 61 6588 0.45 w 62 2387 0.55 . 108' 54340290a204' 120' 70 5950 2BB' 120' 50 6000 0.57 132' 96' 48 2112 0.72 16B' 120' 44 180 1.12 1 j �132' 58 5423 132' 41 5412 0.68 109' 38 1881 0.92 132' 36144' 49 4998 144' 34 4996 0.80 120' 31 7705 1.14 144' 31 2604 7.64 \� DEFLECTION Y "C)' P. O NOTE:USE DEFLECTIONS PROVIOEO WHEN DETERMINING MINIMUM SEPARATION TO GLASS .Z1 7j l4111111c\\4LV 4 y o MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A 'MAXIMUM DESIGN PRESSURE OF A INTERMEDIATE d'X8'X1/4'MULLION(6063-T6) INTERMEDIATE3X4'X118'MULLION 6061-T6 INTERMEDIATE4'X4'%11B'MULLION(6061-T6 INTERMEDIATE 4'%4IX114'MULLION 6061.76) AVERAGE MULLION DESIGN MULLION MULLION AVERAGE MULLION DESIGNMULLION MULLION AVERAGE MULLION DESIGN MULLION MULLION AVERAGE MULLION DESIGN MULLION MULLION SPAN WDTH LENGTH PRESSURE END LOAD DEFLECTICN SPAN WIDTH LENGTH PRESSURE END LOAD DEFLECTION SPAN WIDTH LENGTH PRESSURE END LOAD DEFLECTION SPAN WDTH LENGTH PRESSURE END LOAD DEFLECTION a UPTO UPTO (PSF) LB YIN UPTO UP TO (PSF) (LB) Y(IN) UPTO UPTO SF (LB) YIN UPTO UPTO (PSF) (LEI) YIN 96• 124 4960 0.72 72' 130 1950 0.76 96' 106 2120 1.01 96' 150 3000 0.78 2i 109' 98 4410 0.91 84' 93 1628 1.00 W8' 84 1890 1.26 108' 150 3375 1.25 �, �r:4 120' 120' 79 3950 1,12 60' 96' fit 1240 1.14 60' 120' 62 1550 1.44 60' 120' 112 2800 1,43 ym 132' 66 3630 1.37 106' 44 990 1.30 132' 46 12651.56 132' 84 2310 1.51 ' 144' 55 3300 1.62 120' 32 800 1.44 144' 36 1080 1.73 144- 65 1950 1.72 96' 113 4972 072 60' 150 2250 O.51 96• 88 2112 1.00 96' 150 3600 0.94 108' 89 4406 0.91 72' 108 1944 0.76 108' 70 1890 1.28 108' 127 3429 1.27 Z2 132' 120' 72 3960 1.12 72' 84' 77 1617 1.00 77 120' 51 1530 1.42 72• 120' 93 2790 1.42 132' 60 3630 1 1.37 96' 52 1248 1.15 132' 39 1287 1.59 132' 70 2310 1.57 144' 50 3300 1.62 106- 36 972 127 144' 30 1080 1.73 144' 54 1944 1.71 96' 103 4944 0.72 60' 133 1328 0.52 84' 99 2426 0.77 96' 138 3864 1.01 d 109' 82 4428 0.92 72' 93 1953 0.76 96' 76 2128 1.01 108' 109 3434 1.26 W 144' 120' 66 3960 1.12 84' 1. 66 1617 1.00 84' 106' 60 1890 1.28 84• 120' 80 2800 1,43 r- 132' Cn 132' 55 3630 1.37 96' 44 1232 1.13 120' d4 1540 t43 60 2310 1.57 144' 46 3312 1.62 108' 31 977 128 132' 33 1271 1.57 144' 46 1932 1.70 = 96' 95 4940 0.72 48' 150 2400 028 84' 87 2436 0.77 96' 121 3672 1.01 40 0 108' 75 4388 0.91 60, 117 2340 O,53 96' 66 2112 1.00 108' 95 3420 1.27 J 156' 120' 61 3965 1,12 96' 72' 81 1944 0.76 96' 108' S2 1872 1.27 96' 120' 70 2800 1.43 132' 50 3575 1.35 84' 58 1624 1.00 120- 39 1560 1.45 132' 53 2332 1.58 J M 144' 42 3276 1.61 96' 39 1248 1.15 137 29 1276 1.57 144' 41 1968 1.73 O 96' 89 4984 0.72 48' 150 2700 031 72' 105 2835 0.57 9S' 107 3852 1.01 IN 70 4410 0.97 E0' 104 2340 OS3 84' 77 2426 0.77 108• 85 3443 1.28 168' 120' 57 3990 1.13 108' 72' 72 1944 0.76 108' 96' 59 2124 1.01 108' 120' 62 2790 1.42 132' 47 3619 1.37 84' 51 1607 0.99 108' 47 1904 1.29 132' 47 2327 1.56 144' 1 39 3276 1.61 96' 34 1224 1.13 120' 34 1530 1.42 144' 36 1944 1.71 LIQ 96' 83 4980 0.72 48' 146 2920 0.34 72' 94 2820 0.56 96' 97 3880 1.01 J A 108' 65 •4388 0.9160' 93 2325 0.52 64' 69 2415 077 108' 76 3420 1,27 100- 120' 53 3975 1,13 120' 72' 65 1950 0.76 120' 96• gil 53 2120 1.01 120' 120' 56 2600 1,43 C a N 132' 44 3630 1.37 84' 46 1610 0.99 108' 42 1890 1.28 132' 42 2310 1.51 _ z 144' 37 3330 1.63 96• 31 1240 1.14 120' 31 1550 1A4 I 144' 32 1920 1,69 d �4 5Eg 96' 77 4928 0.72 48' 133 2926 0.34 72' 86 2038 0.57 96' 88 3872 1.01 C $ g 108' 61 4392 0.91 60' 85 2338 0.53 84' 63 2426 0.77 108' 69 3416 1.21 Ca 197 120' S0 4000 1.13 132' 72' 59 19d7 0.76 132' 96' 48 2112 1.00 132• 120' 51 2805 1.43 132' 41 3508 1.36 84' 42 1617 1.00 108' 38 1861 1.27 131' 38 2299 1.56 144' 34 3264 1.60 96' 28 1232 1.13 120- 28 1540 1.43 144' 29 1914 1.69 "G DEFLECTION YC3,W �[ 111ppp. _ / NOTE:USE DEREC110N9 PROVIDE)WHEN DETERMINING MINIMUM SEPARATION TO GLASS 11111111/\\4m �. C4 v� o s a MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A INTERMEDIATE 4'X6'X1/8'MULLION 6061-T6I INTERMEDIATE 4'X6'XI14'MULLION 6061-T6 INTERMEDIATE 4'X6'XI/4'MULLION 6061-T8 INTERMEDIATE 4'XB'X1/4'MULLION 6061-T6 '-- AVERAGE MULLION DESIGN MULLION MULLION AVERAGE MULLION .DESIGN MULLION MULLION AVERAGE MULLION DESIGN MULLION MULLION AVERAGE MULLION DESIGN MULLION MULLIONe SPAN WIDTH LENGTH PRESSURE ENDLOAD DEFLECTION SPAN WIDTH LENGTH PRESSURE END LOAD DEFLECTION SPAN WIDTH LENGTH PRESSURE END LOAD DEFLECTION SPAN WIDTH LENGTH PRESSURE END LOAD DEFLECTION UPTO UP TO (PSF) (LB YIN UP TO UPTO (PSF) YIN UPTO UPTO (PSF) (LB YIN UPTO UPTO (PSF) LB YIN 5555 96' 150 3000 0.55 96' 150 6600 0.65 96 95 6840 0.67 96' 150 6600 0,32 $ 'S S 108' 145 3263 0.85 108' 123 6089 0,85 108' 75 6075 0.85 108' 150 7425 0.51 60' 120' 118 2950 1.05 132' 120' 100 5500 1.05 216' 120' 61 5490 1.05 132' 120' 15D 8250 0.78 § 132' 97 2668 1.27 132' 82 4961 1.27 132' 50 4950 1.26 132' 125 7563 0.95 , 144' 82 2460 1.52 144' 69 4554 1.51 144' 42 4536 1.50 144' 105 6930 1.13 96' 150 3600 0.66 96' 143 6864 0.67 96' 90 6840 0.67 96' 150 7200 0.35 106' 121 3267 0.65 108' 113 6102 0.85 108' 71 6071 0.85 108' 150 - 8100 0.56 72' 120' 98 2940 1.05 144' 120' 91 5460 1.05 228' 120' 58 5510 t06 144' 120' 139 8340 0.79 132' 81 2673 1.27 132' 75 4950 126 132' 4B 5016 1.28 132' 115 7590 0.95 144' 68 2448 1,51 144' 63 4536 1.50 144' 40 4560 1.51 144' 96 6912 1.13 W. 131 3668 0.67 96' 132 6864 0.67 96' 86 6860 0,68 96' 150 7800 0.38 d 108' 104 3276 0.85 109' 104 6084 0.85 108' 68 6120 0.86 10B' 150 8775 0.60 {y� 84' 120' 84 2940 1.05 156' 120' 84 5460 1.05 240' 120' 55 $500 1.05 156' 120' 128 8320 0.79 132' 69 2657 1.16 132' 70 5005 128 132' 45 4950 1.26 132' 106 7579 0.95 =Z 144' 58 2436 1.50 144' 59 4602 1.52 144' 38 4560 1.51 144' 89 6942 1.13 96' 115 3680 0.67 96' 122 6832 0.67 96' 82 6888 0.68 96' 150 8400 0.41 co 0 100' 97 3276 0,85 109' 97 6111 0.85 108' 64 6048 0.85 108' 147 9261 0.64 d J 96' 120' 73 2920 1.04 168' 120' 78 5460 1.05 252' 120' 52 5460 1.05 168' 120' 119 8330 0.79 132' 61 2684 1.28 132' 65 5005 1.28 132' 43 4967 1.27 132' 98 7546 0.95 J 144' 51 2448 1.51 144' 54 4536 1.50 144' 36 4536 1.50 144' .83 6972 1.14 O 96' 102 3672 0,67 96' 114 6840 0.67 96' 78 6664 0.67 96' 150 9000 0.44 108' 81 3281 0.85 108' 90 6075 0.85 108' 61 6039 0.84 108' 137 9248 0.64 108' 120' 65 2925 1.05 180' 120' 73 5475 1.05 264' 120' 50 5500 1.05 180' 120' 111 8325 0.79 132' 54 2673 1.27 132' 60 4950 1.26 132' 41 4961 1.27 132' 92 7590 0.95 N 144' 45 2430 1.50 144' 51 4500 1.52 144' 35 4620 1.53 144' 77 6930 1.13 $ ss 96' 92 3680 0,67 96' 107 6848 0.67 96' 74 6808 0.67 96' 150 9600 0.46 Jg d 108' 73 3285 0.86 108' 85 6120 0.86 108' 59 6107 0.85 108' 129 9288 0.64 120' 120' 59 2950 1.05 192' 120' 68 5440 1.04 276' 120' 48 5520 1.06 192' 120' 104 8320 0.79 CR y 132' 49 2695 1.28 132' 57 5016 1.28 132' 39 4934 1.26 132' 86 7568 0.95 j 144' 41 2460 1.52 14d' 48 4608 1,53 144' 33 4554 1.51 144' 72 6912 1.13 d 96' 83 3652 0.67 96' 101 6868 0.67 96' 71 6816 0.67 96' 150 10200 D.49 C €€� 108' 66 3267 0.85 108' 80 6120 0.86 108' 56 6048 0.85 108' 121 9257 0.64 OI Z:3 132' 120' 53 2915 1.04 204' 120' 64 5440 1.04 288' 120' 46 5520 1.06 204' 120' 98 8330 0.79 IL :;a3 132' 44 2662 127 137 53 4956 126 132' 38 5016 1.28 132' 81 7574 0.95 144' 37 2442 1.51 144' 45 4590 1S2 744' OZ 4608 1.53 144' 68 6936 1.13 3K DEFLECTION Y _ _o:= MA 4y L NOTE:USE DEFLECTIONS PROVIDED WHEN DETERMINING MINIMUM SEPARATION TO GLASS '''''� C�4 C! o Z MAIOMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A MAIOMUM.DESIGN PRESSURE OF A - r� INTERMEDIATE 4'XB'X1f4"MULLION(6,061-T6 INTERMEDIATE 4'X6'Xil8'MULLION(6061-T6 INTERMEDIATE 4'X6'XlW MULLION 6061-T6 INTERMEDIATE 4'%8'X1/4'MULLION 6061-T6. AVERAGE MULLION DESIGN MULLION MULLION AY02FiGE MULLION DESIGN MULLION MULLION AVEF2GE MUWON DESIGN MULLION MUtll d AVERAGE ..MULLION DESIGN MULLION MULLION . SPAN WIDTH LENGTH PRESSURE END LOAD DEFLECTION SPAN'7JIDTH LENGTH PRESSURE ENDLOAD DEFLECTION SPAN IMDTH LENGTH PRESSURE END LOAD pEFLECTION BPAN N4DTH LENGTH PRESSURE END LOAD DEFLECTION UPTO UPTO SF) QB) YIN UPTO UPTO (PSF ) Y N) UPTO UPTO SF 8 YIN UPTO UPTO (PSF) (LB) Y! 96' 145 10440 0.51 96' 147 2940 1.01 96' 150 48DO 0,90 96' 150 6000 0.87 a 8 5 108' 114 9234 0.64 108' 176 2610 127 108' 133 4788 1.27 706' 137 6165 127 _an 216' 120' 93 8370 0.79 60' 120' 85 2125 1.42 96' 120• 98 3920 1.43 120' 120' 101 5050 1.43 # 132' 77 7623 0,96 132' 64 1760 1.57 137 74 3256 1.58 132' T6 4180 15B o 144' 64 6912 '1.13 144' 49 1470 1.70 144' 57 2736 1.72 td4' 58 3480 1.71 96' 137 10412 0.54 96' 123 2952 I.E. N 150 5406 1.01 96' 150 6600 0.98 108• 108 9231 0.64 108' 97 2619 1.28 SOB' 119 4820 1,28 1D8' 125 6188 1.28 228' 120' 88 8360 0.19 72' 120' 71 2130 1.42 108' 1 12V 87 3915 1.43 132' 12W 92 6060 1.43 132' 72 7524 0.95 132' 54 1782 1.59 1 132' 65 3218 1.56 - 132' 69 4175 1.58 144' 61 6954 1.14 144' 41 1476 1.71 1 144' 1 50 2700 1.70 144' 153 3490 1.71 96' 130 10400 0.50 96' _105 2940 1.01 96' 135 5400 1.01 96' 145 6960 1.01 108• 103 9270R0.78 109' 83 2615 127 106' 107 4815 1.28 108' 114 6156 127 W 240' 120' 83 8300 84' 120' 61 2135 1.43 120' 170' 78 3900 5.42 144' 120' '846040 1.43 132' 69 7590 132• 46 1771 1158 132' 59 3245 1.57 132' 63 4158 1.57 144' 58 6960 144' 35 1470 1.70 144' 45 2700 1.70 144' 49 3528 1.73 96' 124 10416 96' 92 2944 1.01 96' 123 5412 1.01 98' 134 6958 1.01 .0:11 log' 98 9261 108' 73 2628 128 Iw 97 4802 1.28 108' 105 6143 1.27252' 120' 79 8295 96' 120" 63 2120 1.42 132' 120' 71 3905 1.42 156' 120' 78 5070 1.44 132' 66 7623 132' 40 1766 157 137 54 3267 1.58 137 58 4147 7:57 144' 55 6930 1.13 144' 31 1488 1.72 144' 41 2706 1.70 144' 45 3510 1.72 Cp 96' 118 10384 0.50 96' 82 2952 1,01. 96' 113 5424 1.01 96' 124 6944_ 1.01 1L 108• 94 93DS 0.64 1087 65 2633 128 108' 89 4806 1.28 108' 98 6174 1.28 -I 204' 120' 76 8364 0.79 148' 124' 47 2115 ...,IA1 144' 120' 65 3900 1A2 1687 12' 72 5040 1.43 I- 132' 63 7623 0.96 132' 35 1782 159 132' 49 3234 1.57 132' 54 4158 1.57 _ 144' 53 6996 1.14 144' 27 1458 1.68 144' 38 2736 1.72 144' 42 3528 1.73 tJ a 96' 113 10396 0.50 84' 96 3360 0.77 96' 104 5408 I. 96' 116 6960 1.01 j m 108' 89 9212 Q,63 96' 74 2960 1.01 100' 82 4797 1.27 108' 91 6143 t.27 276' 120' 72 8280 0.78 120' 108' 150 2610 1.27 156' 120' 60 3900 1.42 180' 120' 67 5025 1.42 c 13T SO 7590 0.95 120' 43 2150 1.44 132' 45 3218 t56 137 50 4125 156 8 144' 150 6900 1.13 132' 32 1760 1.57 144' 35 2730 1.72 144' 39 3510 1.72 d 96' 109 10464 0.51 84' 87 3350 0.777 96' 96 5376 1.00 96' 108 6912 1.01) C 1.28 OI 3 298' jam' 69 98280 078 132' 120' a9 Iw 53 2145 i.A3 4 128 168' 137 42 3234 1:67 192' 132' 63 5l40 ..1.43 0.64 9S* 67 2946 1.01 i0s, 76 4788 108, 86 192 ' 57 7524 95 136 1.56 144' 48 6912 _ 1.13 137 29 1755 156 144• 32 2668 1 1.69 144' 36 1 3456 1.69 g H DEFLECTION Y w csOp '�a.4p1i b1D SGo..r) Is x k ;y� .yam NOTE:USE WLECNONS PROVIDED WHEN DETERMININGMINIMUM SEPARATION TO GLASS •!r `C�i t a MAXIMUM DESIGN PRESSURE OF AN MAXMUM DESIGN PRESSURE OF AN MAXIMUM DESIGN PRESSURE OF AN jig. W o END 4'X4'X118' LLION W05-T5) END 4'X4'XIW LLION 6005-T END 4'X6'X1/S'MULLION 6005-7 SPAN MULLION DESIGN MULLION. MULLION MULLION SPAN MULLION DESIGN MULLION MULLION MULLION SPAN MULLION DESIGN MULLION MULLION MULLION WOTH LENGTH PRESSURE END LOAD DEFLECTION DEFLECTION WIDTH LENGTH PRESSURE ENO LOAD DEFLECTION DEFLECTION WOTH LENGTH PRESSURE END LOAD DEFLECTION DEFLECTION o y UPTO UP TO (PSF) (LB YIN) X IN UP TO UP TO (PSF) (LB) YIN) X IN UP TO UP TO SF LB Y(IN) X IN 96' 150 2335 0.75 0.54 96' 150 4532 0.47 0.87 96' 122 3707 0.51 0.51 �, a 108' 145 2131 1.11 0.53 108' 135 4048 0.68 1.02 108' 111 3292 0.74 0.60 _m 60' 120' 108 1726 1,26 0.27 72' 120' 125 3732 0.96 1.17 77 120' 101 2899 1.02 0.66 m � 132' 92 1542 1.65 0.20 132' 114 3401 1.29 1.17132' 93 2618 1.38 0.65 �+ o 144' 63 1413' 1.54 0.34 144' 108 3204 1.74 1.33 144' 82 2375 1.83 0.70 6 96' 102 2346 0.59 0.69 96' 109 4590 0.40 0.93 96' 90 3889 0.46 0.58 108' 95 2129 0.58 0.77 108' 97 4117 0.57 1.10 108' 80 3423 0.62 0.68 72' 120' 71 1725 1.00 0.23 84' 120' 89 37M 0.60 1.33 B4' 120' 72 3057 0.85 0.74 137 71 16391.47 0.48 137 82 3457 1.08 1.47 132' 67 2771 1.16 0.87 144' 59 1437 1.85 0.44 144' T7 3255 1.44 1.58 144' 61 2465 1.50 0.86 96' 73 2449 0.49 0.80 96' 84 4654 0.35 0.98 96' 69 3972 0.38 0.61 108' 66 2145 0.71 0.92 1 108' 75 4209 0.51 1.22 108' 61 3543 0.54 0.72 W 84' 120' 60 1943 0.99 0.90 96' 120' 67 3819 0.69 1.37 96' 120' 55 3143 0.75 0.88 v' 137 58 1841 1.40 1.08 137 60 3555 0.94 1.59 132' 5-1 2923 1.02 0.99 144' 50 1614 1.72 0.94 144' 53 3263 1.23 1.75 144' 46 2568 1.30 1.05 =Q 96' 54 .2452 0.42 0.85 4725 0.32 1.03 96' 66 4086 0.35 0.64 C10 J 108' 49 2192 0.61 1.03 O 106' 59 1 4219 0.45 1.23 108' 49 3670 0.49 0.76 d J 96' 120' 44 1970 0.83 1.03 108' 3873 0.62 1.44 108' 120' 43 3212 0.66 0.90 132' 42 1822 1.17 1.26 132' 43 3518 0.82 1.70 132' 40 3001 0.90 1.07 J e 144' 40 1725 1.56 1.36 144' 39 3305 1.09 2.03 144' 36 2667 1.15- 1.17 2 84' 48 2819 0.25 0.72 96' 66 4761 0.30 1.03 84' 55 4720 0.22 0.52 96' 42 2484 0.37 0.89 108' 48 4241 0.41 1.23 96'• 46 4111 0.32 0.67 108' 10B' 38 2210 0,53 1:14 120' 120' 40 3866 0.56 1.51 12D' 108' 40 3587 0.45- 0.80 120' 34 1994 0.73 1.18 132' 34 3562 '0.75 1.78 120' 36 3376 0.62 0.97 .. 132' 32 1837 1 1.01 1.41 144' 30 3249 0.95 1.92 132' 31 2938 0178 1.03 fl 62 m c 60' 60 3932 0.09 0.40 76' 63 5825 0.16 0.7378' 52 5131 0,17 0.47 J aae' 66' 5-3 3576 0.11 0.50 84' 57 5476 0.20 0.83 84' 47 4805 0.21 0.53 120' 72' 48 3348 0.15 0.59 132' g0' 52 5128 0.24 0.94 132' 90' 43 450.5 0.26 0.60 OI 78' 43 3043 0.18 0.68 96' 47 4771 0.28 1.02 96' 39 4188 0.30 0.67 84' 39 2813 0.22 0.75 102' 44 4545 0.33 1.17 102' 36 3932 0.36 0.74 N 48' 72 4937 D.05 0.27 66' 70 6871 0.10 0.53 60' 68 6112 0.09 0.28 C ra 54' 60 4396 0.06 0.34 72' 61 6335 0.12 0.61 66' 58 6089 0.11 0.34 OI a< 132' 60' 124013 0.08 0.42 144' 78' 55 5900 0.15 0.73 144' 72' 51 5603 0.14 0.41 1y 45 3618 0.11 0.50 84' 49 5453 0.18 0.83 78' 46 5271 0.17 0.47 72' 40 3329 0.14 0.59 90' 45 5164 022 0.95 84' 41 4859 0.20 0.55 DEFLECTION Y ' .x + = _p y 09 _ i 7 DEFLECTION X '�`J• �' Q 11111111111 NOTE USE DEFLECTIONS PRONDED WHEN DETERMINING MINIMUM SEPARATION TO CUSS C7 THEDEFLECTION IN THE X DIRECTION CAN BE NEGLECTED ON NON-RETENSION SHUTTERS AND WHEN STORM-BARS ARE USED TO REDUCE SHUTTER DEFLECTIONS. s C� s MAXIMUM DESIGN PRESSURE OF AN MAXIMUM DESIGN PRESSURE OF AN MAXIMUM DESIGN PRESSURE OF AN �•.� �V END 4'X67114'MULLION 600545 END 4'X8•X1/4'lAULLION 6005.75 END 4'X67(318'MULLION 6005-T5 SPAN MULLION DESIGN MULLION MULLION MULLION SPAN MULLION DESIGN MULLION MULLION MULLION SPAN MULLION DESIGN MULLION MULLION MULLION �a`'e� e WIDTH LENGTH PRESSURE END LOAD DEFLECTION DEFLECTION WIDTH LENGTH PRESSURE END LOAD DEFLECTION DEFLECTION WIDTH LENGTH PRESSURE END LOAD DEFLECTION DEFLECTION UP TO UPTO 'PSF LB YIN) X IN UP TO UP TO (PSF) (LB YIN X N UP TO UP TO (PSF) (LE) Y N X IN 44 C, E 96' 146 7589 0.38 0.63 96' 150 11421 0.36 0.49 96' 150 11195 0.35. 0.68 108• 127 6744 0.54 0.77 108' 130 10148 0.49 0.61 IDS' 136 9981 0.48 0,84 a H� 84' 120' 112 6027 0.72 0.91 1 96' 12W 112 9056 0.64 0,72 96' 120' 118 8952 0.53 1.01 132' 101 5478 0.95 1.02 132' 99 8221 0.83 0.85 132' 105 8203 0.82 1.20 �. 144' 93 5056 1.24 1.15 144' 89 7533 1.06 0.98 144' 94 7463 1.04 1.39 2; 96' 117 7818 1 0,350.66 96' 128 11590 0.34 0.51 96' 132 11288 0.32 0.69 ¢ 108• 100 6884 0.48 0.82 108' 108 1D352 0.46 0.63 108` 112 10071 0.44 0.87 96' 120' 88 6228 0.65 0.95 108' 120' 93 9283 0.60 0.76 108' 120' 97 9141 0.58 1.04 132' 79 5706 0.85 1.D9 1, 81 8381 0.77 0.89 132' 86 8355 0.76 1.24 144• 72 5234 1,10 1.27 144' 72 7658 0.97 1.01 144' 76 7561 .0.95 1.42 96' 96 7916 0.33 0.67 96' 109 11741 0.32 0.51 96• 113 11473 0.31 0.72 108' 82 7071 0.45 0.83 108• 92 10529 0.43 0.64 108' 95 10213 0.42 0,89 W 108' 120• 71 6311 0.59 0.99 120' 120' 78 9370 0.56 0.78 120• 120• 82 9281 0.55 1,06 V, 132' 64 5812 0.78 1.18 132' 69 8620 0.73 0.92 132' 72 9451 0.71 1.27 144' 67 5278 0.99 1.32 144' fit 7894 0.91 1.05 144' 64 7763 0.89 1.48 = 96' 81 7996 0.31 0.70 96' 95 11928 0.31 0.53 96' 97 11509 0.29 0.72 00 J 108' 69 7173 0.42 0.86 108' 79 10579 0.41 0.66 108' 81 10262 0.39 0.88 93- 120' J 120' 60 6502 0.56 1.02 132 120' 68 9581 0.54 0.80 132' 120' 70 9302 0.52 1.08 > 132' 53 5918 0.72 1.19 132' 59 8674 0.69 0.95 132' 62 6590 0.67 1.37 J a 144' 47 5332 0.91 1.39 144' 52 7949 0.86 1.09 144' 55 7910 0.65 1.52 �A 96' 70 8100 029 0,71 96' 84 12096 0.30 0.53 96' 86 11685 0.28• 0.73 108' 59 7211 0.39 0.68 108' 70 10799 0.40 0.56 106' 72 10453 0.38 0.91 132' 120' 51 6526 0.52 1,05 144' 120' 59 9672 0.51 0.79 144' 120' 61 9373 0.49 1.10 132' 45 5968 0.67 1.25 132' 51 8730 0.65 0.94 132' 53 8526 0.63 1.30 144' 40 5417 0.65 1.48 144' 45 7981 0.81 1.13 144' 47 7859 0.79 1.52 3 e 96' 61 8144 0.28 0.72 96' 75 12209 0.29 0.54 96' 76 11690 0.27 0.74 uJ.l 108• 51 7257 0.37 0.86 108' fit 10820 0.38 0.68 108' 64 10556 0.37 0.92 144• 120' 44 6556 0.49 1.06 156' 120' 5.2 9681 0.49 0.80 156' 120' 54 9424 0.47 1.13 c 132' 39 6010 0.64 1.30 1 132' 45 8874 0.62 0.96 1 132' 47 8603 0.61 1.35 144' 34 5433 0,79 N1.45 144' 40 8193 0.78 1.10 144' 42 8011 0,77 1,60N 96' 54 8203 0.27 96' 67 12243 0.28 20.67 96' 68 11747 0.26 0.75 CIDS. 45 7315 0.36 108' 55 10834 0.36 108' 57 10581 0.35 0.93120• 39 6622 0.47 168' 120' 47 9835 0.49 168' 120' 490.46 1.14 _3mw132' 34 6020 0.61 132' 41 9034 0.61 132' 42 8738 0.144' 30 5501 076 144' 36 8252 0.76 144' 37 7993 0.73 1.fi1 �� m r �gC�. a� 6'•.�tl DEFLECTION Y •Z � + z Oq --�� DEFLECTION %--'ar x• NOTE:USE DEFLECTIONS PROVIDED WHEN DETERMINING MINIMUM SEPARATION TO CLASS 1/111111111,C3. THECV DEFLECTION IN THE x DIRECTION CAN BE NEGLECTED ON NON-RETENSION SHUTTERS c 6V ,. AND WHEN STORM-BARS ARE USED TO REDUCE SHUTTER DEFLECTIONS. i- MAXIMUM DESIGN PRESSURE OF AN MAXIMUM DESIGN PRESSURE OF AN MAXIMUM DESIGN PRESSURE OF AN ��v END 4'X6'X12'MULLION 6005-T END 4'X6'X743'MULLION(600575 END 4'X6'X774'MULLION 6005-T SPAN MULLION DESIGN MULLION MULLION MULLION SPAN MULLION DESIGN MULLION MULLION MULLION SPAN MULLION DESIGN_ MULLION MULLION MULLION � e UMDTH LENGTH PRESSURE ENDLOAD DEFLECTION DEFLECTION WDTH LENGTH PRESSURE ENO LOAD DEFLECTION DEFLECTION UMDTH LENGTH. PRESSURE END LOAD DEFLECTION DEFLECTION UP TO UP TO (PSF) (LB YIN X(IN) UP TO UP TO PS B Y ON). X IN UP TO UP TO P8 B YIN X IN 44 96' 150 14358 0.33 0.72 96' 130 3578 0.29 0.83 96, 146 6799 0.20 1.00 8 $ 108' 139 12802 0.45 0.69 108' 120 3285 0.43 0.97 108' 129 6149 0.29 1.22 n. 108' 120' 720 71599 0.59 1,08 72' 120' 112 3032 0.61 1.10 84' 120' 112 5626 0:40 1.50 m 132' 105 10536 0.76 1.28 13T 104 2830 0.82 1.09 132' 99 5223 0.53 1.70 144' 94 9755 0.96 1.49 144' 97 2674 1.09 1.22 144' 89 4900 0.70 1.96 a 96' 142 14552 0.32 0.73 96' 93 3593 0.24 0.93 95' 114 6826 0.18 1.04 108' 118 12911 0.42 0.90 108' 1 84 3243 0.35 1,08 108' 98 6176 0.25 1.29' 120' 12T 102 11763 0.56 1.10 84' 1 120' 79 3046 0.50 1.30 96' 120' 82 5639 0.35 1.52 132' 88 10535 0,71 1.2813T 74 2857 0.69 1.41 132' 71 5274 0.47 1.84 144' 79 9890 0.90 1.53 144' 68 2817 0.89 1.41 144' 63 4876 0.60 2.09 96' 123 14640 0.30 0.74 96' 70 3605 021 0.95 96' 93 6901 0.17 1.07 108' 103 13127 0.41 0.93 108' 63 3244 0,33 1.20 108' 77 6182 0.23 1,32 LLM 132' 120' 88 11886 0.53 1.12 96' 120' 58 3007 0.42 1.38 108' 120' 63 5681 0.31 1.54 v, 732' 76 10794 0.67 1.30 132' 52 2797 0.5B 1.50 132' 7F3 5296 0.42 1.90 744' 68 IOD20 0.85 1.56 144' 48 2669 0.77 1,72 144' 47 4908 0.54 2.14 =Q 96' 108 14740 0.29 0.74 96' 55 3612 0.18 0.97 96' 77 6866 0.15 1.09 J 108' 90 13216 0.39 0.92 108' 50 3331 0.27 1.24 108' 62 6200 0,21 1.32 =_ 144' 120' 77 11932 0.51 1,14 108' 120' 44 2994 0.37 1.50 120' 120' 51 5738 0.29 1.61 732' 67 70941 0.65 1.35 137 39 2636 0.51 1.71 132' 43 5203 0.37 1.87 J 744' S9 10099 0.81 1.55 144' 36 2635 0.67 1.93 144' 36 4922 0.49 220 __j 96' 96 14837 0.2B 0.74 77 64 4706 0.08 0.60 84' 79 7808 0.10 0.85 cno 108' 80 13279 0.37 0.94 Im 63. 4120 0.12 0.80 96' 65 6956 0.14 1.10 156' 120' 68 11966 0.49 1.15 120' 96' 45 3625 0.17 1.01 132' 108' 52 6188 0.20 1:3B 132' 69 10983 0.62 1.36 108• 40 3323 0.24 1.23 120' 42 5762 0.27 1.67 144' '52 10387 0.77 1.62 120 1 34 3014 0.33 1.51 132' 35 5243 0.35 1.96 Uj 96' 67 14981 0.27 0.76 72' 54 4697 0.07 0.60 84' 68 7770 0.10 0.85 j 108' 72 13366 0.36 0.96 76' 49 4414 0.09 0.71 93' 59 7076 0.12 1.05 168' 120' 61 12080 0.47 1.15 132' 84' 44 4069 0.11 0.80 144' 102' 51 6535 0.16 1.23' _2E ill � 'A 132*132' 53 11112 0.60 1.36 90' 41 3864 0.13 0.95 111' 42 6101 0.20 1.48 144' 47 10301 0.76 1.63 96' 38 3652 D.16 1.07 120' 35 5660 025 1.65 d 96' 78 14933 0.26 0.77 77 47 4741 0.07 0.61 84• 60 7772 0.09 0.87 C 108' 65 13425 0.351 0.95 78' 42 4382 0.08 0.72 W. 52 7123 1 0.12 11.04a 180' 120' 55 12739 0.46 1.16 744' 84' 38 4105 0.10 0.81 755' 107 44 6577 0.15 1:27 {y 3z31 4g ~ 132' 4B 11142 O.SB 1.42 90' 35 3861 0,12 0.96 111' 36 6090 0.19 1.49 3s 144' 42 10287 0.73 1.63 96' 32 3803 0.14 1.07 720' 30 5721 0.24 1,6911 3 DEFLECTION Y �0=-= -�_ A ��':6 _ di DEFLECTION X o• NOTE:USE DEFLECTIONS PROVIDED WHEN DETERMINING MINIMUM SEPARATION TO CLASS 7j/11111�1\ THE DEFLECTION IN THE X DIRECTION CAN BE NEGLECTED'ON NON-RETENSION SHUTTERS AND WHEN STORM-BARS ARE USED TO REDUCE SHUTTER DEFLECTIONS. r MAXIMUM DESIGN PRESSURE OF AN 'MAXIMUM DESIGN PRESSURE OF AN MAXIMUM DESIGN PRESSURE OF AN �' o END 4'X8'X114'MUWON 60%3 END 4'X6'X318'MUWON 6005-T END 4•X4'X1B•MULLION 6061-T6 SPAN MULLION DESIGN MULLION MULLION MULLION SPAN MULLION DESIGN MULLION MULLION MULLION SPAN MULLION DESIGN MULLION MULLION MULLION WIDTH LENGTH PRESSURE END LOAD DEFLECTION DEFLECTION +MOTH LENGTH PRESSURE END LOAD DEFLECTION DEFLECTION WIDTH LENGTH PRESSURE END LOAD DEFLECTION DEFLECTION UPTO UPTO (PS L8} YIN X(t UPTO UPTO PS (L8) Y N X iN UP TO UPTO SF L9 Y IN X I $, a 96' 150 8905 1112 t.GG 96' 150 9640 0.19 1.07 96' 107 2505 0.62 0.76 108' 150 8112 017 1.30 108' 150 8679 0.27 1,33 108' 98 2261 0.90 0.81 84' 120' 129 7472 0.24 1.58 84' ..120' 135 7970 0.36 4.59 72" 120' 92 2095 1.290.88o� 132' 113 6984 0,32 1.87 132' 117 7343 0.48 1,82 132' 72 1704 1.49 0.48 5 144' 100 6501 0.42 2.11 144' 103 6854 0.63 208 144' 59 1EGO 1.87 0.44 a 96' 143 6950 0.11 1.07 96' 156 9658 0.17 1.08 96' 76 2574 0.51 1 0187 108' 119 E098 0.16 1,31 108' 124 8722 0.24 1,33 108' 70 2345 0.76 1,02 S6` 120' 47 7470 0.21 1.61 96' 125. 102 8534 0.33 1.65 84' 120' 63 2064 1.04 1.02 132' 82 6916 028 1.88 132' 86 7409 0.43 1,94 132' 60 1944 1.45 1,16 144' 72 6463 0.36 2.24 144' 75 6853 0.55 2,24 144` 50 1725 1.82 1.10 913 96' 116 8DID 1.09 96' 126 9750 0.16 1,10 96' 56 2567 0.43 0.92 I=108' 94 8061 0.14 1.34 108' 99 8749 0.22 1.39 108` 51 2352 0.63 im Lu 108' 120' 76 7470 0.19 1.62 108' 120' 79 7982 0,29 1.63 96' 120' 48 2177 0.91 1.28 132' 63 6932 0.25 1.92 137 67 7438 0,39 1,97 132' 441957 1.22 1,37 144' 55 6450 0.33 2.31 144' 57 6939 0.50 2.26 144' 41 1827 1.61 1.35 f V 96' 98 900.5 0.10 1.10 96' 106 9779 0.15 1.12 96' 44 2616 0.38 097 _ 108' 76 8150 0,73 1.36 108' 82 8768 0.20 .1.39 108' 40 2410 0.56 1.14 �1 127 120` 61 7373 0.17 1.67 120' 120' 65 8030 0.27 1.72 108' 120' 36 2124 0.77 1.34 ...!,r•� 132' 51 6925 0,23 1.98 132' 53 7402 0.36 "2.02 132' 34 2006 1.07 1,55 J 144' 43 6465 0.33 2.37 144' 45 6978 0.46 2.40 144' 31 1788 1.38 1.62 a 96' 83 8940 0.09 1.10 96' 91 9802 0,14 1.14 72' SO 3483 GAS 0.61 �,yr 148' 65 8192 0.12 1.40 IN 68 8791 0.19 1.43 84' 42 3049 0.24 091 137 120' 51 7418 _0.16 1.66 132' 12W 54 8045 0.26 1.72 127 96, 35 2607 0.34 0.95 132' 42 6944 0.22 205 137 44 7408 0.33 2.01 106" 32 2377 0.50 1.28 144' 34 6433 0.27 2.34 144' 36 6994 0.43 2.44 120' 28 1 2115 0.67 1,31 Li 95' 72 8932 0.08 141 96' 78 9785 0.13 1.15 66' 47 3775 0.11 0.52 J i08" 55 8163 0.12 1,41 108' 59 6848 0.18 1A3 72' 42 3495 0.14 0.61 144' 120' 43 7465 0.1fi1.72 144' 1Z0' 46 8093 0.24 1.71 132' 78' 3227 0.18 0.73 C vi 137 35 6931 _0.20. 2.07 137 37 7395 Q31 2,11 84' 35 3053 072 0.82 144' 29 6323 0.25 232 144' 30 6984 0.40 2.40 90' 32 2860 0.27 0.89 84' 77 10081 0,06 0.86 84' 85 11100 0.09 GAS 54• 55 4642 0,06 0,37 C 96. 64 t56' d8" 48 8190 O.t�t 1.40 156' 168' 99 8659 _ ....-.„ 0.18 1, 0.13 1.15 60' 47 4181 0.08 0.45 C d }� ..� d6 144" 86' 41 3818 0.11 0.54 ul o 15 400.23 1.78 77 37 3592 0.14 0.64 ... 132' 30 6791 0.19 2.04 137.. 32 .. 7�5Y42 ....^30 _ 0.30 2.07 78' 33 3304 017 0.73 `\�O\ DEFLECTION Y =' W A1C �4:i ddd DEFLECTION X 11111111 NOTE USE DEFLECTIONS PROVIDED WHEN DETERMINING MINIMUM SEPARATION TO GLASS THE DEFLECTION IN THE X DIRECTION CAN BE NEGLECTED ON NON-RETENSION SHUTTERS AND WHEN STORM-BARS ARE USED 70 REDUCE SHUTTER DEFLECTIONS. 4 Y MAXIMUM DESIGN PRESSURE OF AN MAXIMUM DESIGN PRESSURE OF AN MAXIMUM DESIGN PRESSURE OF AN " END 4'X4'X114'MULLION(606146) END 4'X67718'MULLION 606146 END 4'Xfi'X114'MULLION 6061-T6 8 SPAN MULLION DESIGN MULLION MULLION MULLION SPAN MULLION DESIGN MULLIONMULLION MULLION SPAN MULLION DESIGN MULLION MULLION MULLION WIDTH LENGTH PRESSURE END LOAD DEFLECTION DEFLECTION WIDTH LENGTH PRESSURE END LOAD DEFLECTION DEFLECTION WIDTH LENGTH PRESSURE END LOAD DEFLECTION DEFLECTION UPTO UPTO PSF (LB) YIN X IN UPTO UPTO (PSF) (LB 'YIN X IN UPTO UPTO (PSF) (LB YIN) X(IN) yy 96' 115 4900 0.42 0.98 06' 94 4090 0.46 0.61 S6' 150 8059 0.41 0.61 5 X 108' 102 4373 0.60 1.19 108' 83 3619 0.64 0,71 108' 138 7148 0.56 0.82 _n 84' 120' 9b 3973 0.83 1.33 84' 120' 76 3265 0.90 0.84 B4' 120' 117 6367 0.75 0.94 y g, 132' 85 3665 1.14 1.60 132' 70 2927 1.22 0.95 132' 106 5797 1.00 1.03 8- ig 144' 76 3724 1.48 1.58 144' 65 2715 1.60 0.97 144' 97 5294 1:30 1.25 3' W. 89 4939 0.38 1.05 96' 73 4253 0.41 0.64 96' 123 8227 1 0.37 0.69 •Y` 108' 79 4490 0.54 1.27 106' 64 3720 0.57 0.79 10B' 105 7291 0.51 0.83 $ 96' 120' 67 4075 0.73 1.50 93' 120' 57 3339 0.78 0.68 96 120' 92 6550 0.68 1.00 132' 60 3755 0.99 1.73 132' 52 3024 1.04 0.99 132' 82 6930 0.89 1.16 144' 53 3445 1.29 1.98 144' 48 2732 1.38 1.12 144' 1 75 5465 1.15 1.35 96' 72 5016 0.34 1.09 96' 59 4354 0.37 0.66 96' 102 8386 0.35 0,72 Q� 108' 80 4459 0.47 1.30 108' S1 3621 0.51 0.82 109' 87 7479 0.47 0.88 LAJ h- 108' 120' 51 4125 0.65 1.54 1 108' 120' 46 3486 0.71 0.98 108' 120' 76 6755 0.63 1.03 v, 132' 43 3761 0.87 1.83 132' 41 3120 0.92 1.07 132' 67 6122 0.82 1.22 144' 39 3540 1.14 2.03 144' 38 2666 1.22 1.26 144' 60 5567 1.04 1.42 Z Q 95' 59 5020 0.31 1.09 96' 49 4413 0.34 0.59 96' 85 8401 0.32 0.71 CON J 108' 48 4515 0.43 1.31 108' 42 3865 0.47 0.85 108' 73 7565 0.44 0.90 ,J 120' 120' 40 4162 0.60 1.63 120' 120' 37 3510 0.64 0.97 120' 120' 63 6772 0,58 1.10 132' 34 3751 0.78 1,93 132' 33 3124 0.83 1.15 132' 56 6255 0.76 1.26 J�2 144' 30 3522 1.03 2.26 144' 1 31 2965 1.11 1.35 144' S0 5693 0.96 1.48 84' 60 5718 0,21 0.88 84' 49 5008 0.22 0.55 1 96' 74 8539 0.31 0.75 96' 51 5149 0.30 1.12 1 96' 41 4397 0.32 0.70 108' fit 7573 0.41 0.91 132' 108' 40 4522 0.40 1.35 132' 108' 35 3893 0.43 0.86 132' 120' 54 6691 0.55 1.11 120' 32 4158 0.55 1.60 120' 31 3535 0.59 1.03 137 47 6220 0.70 1.37 .. 132' 27 3780 0.72 1.93 132' 27 3151 0.75 1.12 144' 42 5762 0.89 1.48 3 N 84' 52 5742 D,19 0.89 84' 43 5078 0.21 OS7 96' 65 8675 0.30 0.74 J x' 90' 47 5374 0.23 0.99 90' 39 4774 0:25 0.64 108' 58 7624 0,39 0.94 "'1 d 144' 96' 44 5175 0.28 1.14 144' 96' 36 4544 0.30 0.70 144' 120' 47 6944 0.52 1.15 C �y 102' 38 4795 0.33 1,28 102' 32 4139 0.35 0.75 132' 41 6306 0.67 1.36- 108' 34 4537 0.38 1.42 108' 31 4052 0.42 0.90 144' 37 5909 0.86 1.58 N 78' 51 6223 0.15 0.77 76' 42 5464 0.17 0.50 96' 57 8642 026 0.75 C 84' 46 5803 0.19 0.90 B4' 38 5129 0,20 0.58 1087 48 7725 0.38 0.96 lL 156' 90' 42 5520 0.23 0.99 156' 90' 34 4754 0.24 0.66 156' 120' 41 6946 0.60 1.16 96' 38 5125 0.26 1.13 96' 31 4474 0.28 0.72 132' 36 6362 0.64 1.39 S k 102' 33 4819 0.31 1.30 102' 29 4293 0.34 O.B2 1-041 32 5857 0.81 1.63 1h g r0 DEFLECTION Y `O•_ W 1••• DEFLECTION% i�''�' Ile -1 NOTE:USE DEFLECTIONS PROVIDED WHEN DETERMINING MINIMUM SEPARATION TO GLASS 111111\ Q� THE DEFLECTION IN THE%DIRECTION CAN BE NEGLECTED E NON-RETENSION SHUTTERS � AND WHEN STORM-BARS ARE USED TO REDUCE SHUTTER DEFLECTIONS. �� n L� MAXIMUM DESIGN PRESSURE OF AN MAXIMUM DESIGN PRESSURE OF AN MAXI MUM DESIGN PRESSURE OF AN END 4'%8'X114'MULLION 6061-T6 END 4•X6'%3'8'MULLION 6061-T8 END 4'X6'%12'MULLION 146 SPAN MULLION DESIGN MULLION MULLION MULLION SPAN MULLION DESIGN MULLION MULLION MULLION SPAN MULLION DESIGN MULLION MULLION MULLION °• WIDTH LENGTH PRESSURE END LOAD DEFLECTION DEFLECTION WIDTH LENGTH PRESSURE END LOAD DEFLECTION DEFLECTION WIDTH LENGTH PRESSURE END LOAD DEFLECTION DEFLECTION UP TO UP TO (PSF) (LB) YIN X IN 1 TO UP TO PSF) B) Y(IN) X0N1__ UP TO UP TO (PSF) (LB) YIN) X(IN) a 96' 150 12040 0.38 0.52 96' 150 11806 0.37 0.72 56' 15015164 0.35 0.75 > �r9 108' 137 10647 0.51 0.64 108' 143 10453 0.50 0.89 108• 147 13469 0.47 0.93 E 96' 120' 11B 9543 0.67 0.76 96• 120' 125 9498 0.67 1.07 10B' 120' 127 12253 0.62 1.12 .Wo 132 104 8642 0.87 0.90 132• 110 8623 0.86 124 132' 111 11115 0.80 1.35 u 144' 93 791e 1.11 1.03 144' 99 7911 1.10 1.45 144' 98 10192 1.00 1.53 15 96' 136 12262 0.36 0.53 98' 140 11906 0.34 0.74 96' 15015291 0.34 0.77 l 108• 114 10906 0.48 0,65 M120' 119 10593 0.47 0.91 108' 125 13623 0.45 0.95 108' 120' 98 9765 0.63 0.80 108' 102 9579 0.61 1.10 127 120' 107 12308 0.59 1.15 8853 0.81 0.95 90 8730 0.79 1.31 132' 94 11280 0.75 1144' 77 8189 1.03 1.09 80 8006 1.OD 1.50 144' 83 10398 0.94 1.58 96' 116 12427 0.34 0.55 120 12115 0.33 0.75 96' 130 15382 0.32 0.17 Lu108' 97 11030 O.d6 0.68' 100 10737 0.44 0.92 108' 109 13781 0.43 0.97 120' 120' 83 9951 0.60 0.81 120• 86 9700 0.58 1.12 132 120• 93 12491 0.56 1.16 V�132 73 9101 0.77 0.97 76 8093 0.75 1.35 132' 81 11425 0.72 1.38 Z144' 64 8226 0.96 1.13 67 8125 0.93 1.54 144' 71 10432 0.89 1.62 =4� 96• 100 12509 0,32 0.55 96' 103 12140 0.31 0.75 98' 115 15557 0.31 0.79 00 92- J 08' 1 64 11207 0,43 0,68 108• 87 10921 0.42 0.94 108• 96 13951 0.41 0.98 132' 120' 72 10105 0.57 0.84. 132' 120' 75 9913 0.55 L15 144' 120' 82 12635 0.57 1;19 J•.a 137 62 9114 0.72 0.98 132 65 8999 0.70 1.36 132' 71 11528 0.69 1.42 144- 55 8370 0.91 1.17 144' 68 8319 0.89 1.59 144' 63 10691 0,86 1.67 c� S6' 89 12709 0.31 0.56 96. 91 12272 0.30 077 96' 102 15615 0.30 0.78 d 108' 74 11347 0.42 0.70 108' 76 10978 0,40 0.95 108' 85 13953 0.40 0.99 144' 120' 63 10134 0.54 1 0.84 1 144' 120' 65 9934 0.52 1.16 156' 120' 72 12604 0.51 1.18 137 55 9353 0.70 1.01 137 57 9120 058 1.39 132' 63 11595 0.66 1.45 .0 144' 48 8506 0.86 1.17 144' 50 8761 0.84 1.58 144' 55 10650 0.82 1,67 Li € 96' 79 12798 0.30 0.55 1. 81 12383 0,29 0.7T 1' 92 15701 0.29 O.BO J G .- 108' 65 11372 0.40 0.70 108' 68 11136 0.39 0.97 108• 76 14054 0.38 0.98 156' 120' S6 10343 0.53 0.86 156' 120• 58 10068 0.51 1.18 168• 120' 65 12759 0.60 1.21 �! 132 48 9289 0.66 1.03 ch 132' 50 9133 0.64 IAO 132' 56 11590 0.63 1,46 C 144' 42 8534 0.82 1,18 144' 44 8357 0.80 1.66 144' 49 10697 0.79 1.69 d 96' 71 12909 0.29 0.57 96' 73 12498 0.28 A0.778 96' 83 15764 0.28 0.80 �$ 108' 59 11514 0.39 0.71 108' 61 11216 0.38 108' 69 14136 0.37 T.00120' 50 10362 0.51 0.88 168' 120' S1 9986 0.48 18D' 120' .59 12882 0.49 122132 43 9427 0.64 1.02 132 45 92310.62 132' 51 11785 0.62 1.46144• 38 6674 0.80 1.23 144' 40 8618 0.79 144' 43 10916 0.76 1.73 DEFLECTION Y oa.'A, op DEFLECTION X • �i,r•4D ii�3�. '••..... .• � NOTE:USE DEFLECTIONS PRO\10ED WHEN DETERMINING MINIMUM SEPARATION TO CUSS THE DEFLECTION IN THE X DIRECTION CAN BE NEGLECTED ON NON-RETENSION SHUTTERS .h AND WHEN STORM-BARS ARE USED TO REDUCE SHUTTER DEFLECTIONS. 4 a S MAXIMUM DESIGN PRESSURE OF AN - MAXIMUM DESIGN PRESSURE OF AN MAXIMUM DESIGN PRESSURE OF AN ga g. END 4'XB'X7I8'MULLION 6061.76) END 4'X6'Xil4'MULLION 6061.76 END 4'XB'X1/4'MULLION 6061-T6 SPAN MULLION DESIGN MULLION MULLION MULLION SPAN MULLION DESIGN MULLION MULLION MULLION SPAN MULLION DESIGN MULLION MULLION MULLION g ZgN WIDTH LENGTH PRESSURE ENOLOAD DEFLECTION DEFLECTION WIDTH LENGTH PRESSURE END LOAD DEFLECTION DEFLECTION WIDTH LENGTH PRESSURE END LOAD DEFLECTION DEFLECTION UPTO UPTO (PSF) [LB) YIN %IN UPTO UPTO SF (LB) YIN) %IN UPTO UPTO (PSF) LB Y N) XON) zi 96' 135 3786 0.30 0.90 96' 150 7134 021 1,07 96' 150 9420 0.13 1.11 c�44 S ist 100' 125 3449 0.44 1.07 108' 132 6475 0.30 1.29 108' 150 8538 0.18 1.38 M '' 77 120' 116 3217 0.63 1,16 B4' 120' 112 5924 0.41 1.56 Be 120' 129 7088 0.25 1.65 132' 111 3075 0.68 1.30 132' 99 5521 0.56 1.80 132' 113 7337 0.34 1,98 144' 102 2870 1.15 1.34 144' B9 5216 0.74 2.09 144' 100 6935 0.44 2.29 $ 96' 97 3770 0.25 0.99 96' 420 7214 0.19 1.08 96' 150 9433' 0.12 1.12 108' B9 3486 0.37 1.18 1C8' 96 6495 0.27 1.37 108' 119 8542 0.16 1.40 84' 120' B2 3228 0.52 1.35 96' 120' 82 5993 0.36 1,62 96' 120' 97 7880 0.22 1.71 137 75 2936 0,70 1.41 132' 71 5520 DAB 1.89 132' 82 7272 0.29 2.00 144' 69 2816 0.95 1.61 144' 63 5192 0.84 222 144' 72 6811 0.38 229 012(r 73 3796 022 1.00 96, 97 7210 0.17 1.10 96' 122 9431 0.11 1.14 66 3450 0.31 1.24 108' 77 6586 024 1.38 108' 94 8540 0.15 1.41 Lu 96' 58 3186 0.44 1.38 108' 120' 63 6024 0.33 1.63 108' 120' 76 7806 0.20 1.69 en 52 3012 0.61 1.71 132' 53 6512 0.43 1.90 132' 63 7287 0.26 202 48 2785 0.80 1.88 144' 47 5170 0.56 2.31 144' 55 6829 0.34 2.44 =Q 58 3836 0.19 1.03 96' 81 7221 0.16 1.13 96' 101 9504 0.10 1.16 !n J 51 3488 0.28 1.30 106' 62 6523 0.22 1.43 108' 76 8569 0.14 1,45 �J 108' 44 3202 0,39 1.50 120' 120' 51 6039 0.30 1.69 120' 120' 61 7862 0.19 1,77 39 3010 0.53 1.82 132' 43. 5517 0.39 1.98 132' 51 7326 0.25 2.13 J 144' 36 2809 0.70 207 144' 35 522B 0.52 240 144' 43 6827 0.31 2.44 J 72' 67 4919 0.08 . 0.64 84' 83 8181 0.11 0.89 96' 86 9441 0.09 1.15 84' 55 4275 0.12 0.83 1. 68 7346 0.15 1.16 108' 65 8599 0.13 1.49 120' 96' 48 3879 0.18 1.08 132' 108' 52 6520 021 1.42 137 12W 51 7851 0.17 1.79 108' 40 3482 0.25 1.33 120' 42 5974 0.28 1.77 132' 42 7305 0.23 2.15 120' 34 3204 0.35 1.60 132' 35 5605 0.37 2.09 144' 34 6830 0.29 2.48 .�gg 72' 57 4935 0.07 0.64 84' 73 8271 0.10 0.90 96' 74 9480 0.09 1.19 Jul 78' 51 4581 0.09 0.73 93' 63 7556 0.13 148 108' 55 8640 0.12 1,48 132' 64' 47 4321 0.11 0.87 144' 102' 51 6992 0.17 1.31 144' 120' 43 7853 0.16 1.80 90' 43 4055 0.14 0.99 111' 42 6488 0.21 1.53 132' 35 7200 021 2.14 ' 56' 40 3831 0.17 1.07 120' 35 6046 0.26 1.77 144' 29' 6760 0.27 248 N _ 72' 49 4938 0.07 0.63 84' 64 8247 0.10 0.90 84' 82 10632 0.06 0,92 ^ 78' 45 4698 0.09 0.75 93' 55 7520 0.13 1.07 96' 65 9509 0.09 120 QI Z 3z 144' 84' 40 4289 0.11 0.87 156' 107 44 6994 0.16 1.32 156' 108' 48 8648 0.12 1.49 C it 90' 37 4074 0.13 1.00 111' 36 6533 0.21 1.55 120' 37 7846 0.16 1.85 W 96' 34 3828 0.15 1.13 120' 30 6011 0.25 1.77 132' 30 7284 0.20 2.13 `\`\\1 H DEFLECTION Y -O•_tu DEFLECTION% Is � T/111111/ NOTE:USE DE°LECTICNS PROVIDED WHEN DETERMINING MINIMUM SEPARATION TO CLASS Qj N THE DEFLECTION IN THE%DIRECTION CAN BE'NEGLECTED ON NON SHUTTERS AND WHEN STORM-BARS ARE USED TO REDUCE SHUTTER DEFLECTIONS. 4 a s a MAXIMUM DESIGN PRESSURE OF AN MAXIMUM DESIGN PRESSURE OF A END 4')(6')318•MULLION(6061-T6) CORNER 4'X4'X718'MULLION 600545 SPAN MULLION DESIGN MULLION • MULLION MULLION SPAN SPAN MULLION DESIGN DESIGN MULLION MULLION MULLION WIDTH LENGTH PRESSURE END LOAD DEFLECTION DEFLECTION W1DTH1 W1DTH2 LENGTH. PRESSURE I PRESSURE2 END LOAD DEFLECTION DEFLECTIONig Big UP TO PSF LB Y(IN X IN UPTO UP TO UP TO (PSF PSF (LS) YIN X IN 96' 150 10120 0.20 1.12 96' 95 100 2176 0.58 0.38 1"log 108' 150 9182 0.28 1.39 108' 86 90 1953 0.81 0.56 nn 3 84' 120' 135 8382 0.38 1.65 60' 48' 120' 59 62 1664 0.63 0.63 132' 117 7767 0.51 1.92 132' 49 52 1715 1.07 0.72 M 144' 103 7306 0.66 222144' 36 38 1551 0.9E 1.21 `a I g 96' 150 10169 0.18 1,13 96' 84 91 2383 0,56 0:68 Y`3 108- 124 9246 0.25 1.40 108' 72 78 2069 0.72 0.75-- 96, 120' 102 8446 0.34 1.74 72' 48' 120' 55 60 1777 0.76 0.88 132' 86 7778 0.45 2.06 132' 41 45 1591 0.95 0.79 144' 75 7324 0.59 2.39 144' 37 40 1459 1.15 0.65 M. 129 10309 0.17 1.17 96' 73 73 2323 0.58 0.58 108' 99 9261 023 1.44 108' 55 55 2138 0.73 0.73 W 108' 120' 79 8446 0.31 1.76 72' 72' 120' 46 46 1779 0.84 0.84 132' 67 7796 0.41 2.06 132' 38 38 1516 0.74 0.74 V" 144' 57 7280 0.52 2.45 144' 26 26 1562 1.13 1.13 = 96' 107 10315 0.16 1.17 84' 533 60 2668 0.22 0.71 Cly J 108' 82 9335 0.22 1.46 96' 48 54 2383 0.46 0.90 93- 120' 120' 120' 65 8539 0.29 1.80 96' 48' 108' 41 46 2191 0.60 0.91 132' 53 7804 0.38 2,16 120' 37 42 1957 0.77 1.03 J 144' 1 45 7318 0.48 251 132' 1 33 37 1760 0.97 1.06 J 96' 91 10311 0.15 1 1.19 Be 48 51 2629 0.28 0.62 108' 68 9317 0.21 1.51 96' 43 46 2348 0.41 0.80 132' 120' 54 B5180.27 1.79 96' 72' 108' 38 40 2018 0.52 0.87 132' 44 7844 0.35 220 120' 35 37 1847 0.62 0.96 _ 144' 36 7385 0.45 2.57 132' 26 28 1717 1.01 0.67 U ^o 96' 78 10357 0.14 1.20 72' 42 42 2745 0.35 0.35 -1 d 108• 59 9328 0.19 1,50 84' 38 38 2465 0.49 0.49 144' 120' 46 8562 0.26 1,84 98' 96' 96' 35 35. 2197 0.62 0.62 132' 37 7826 0.33 2.18 108' 34 34 2073 0.84 0.84 144' 30 7418 0.43 .255 120' 28 28 1735 ..0.72 0.72 N 84' 90 11650 0.10 0.93 72' 42 48 3195 0.15. 206.7 57 C 96' 69 10348 0.14 122 78' 38 44 2963 0.18 66 W z3 � 156' 108' 51 9386 0.19 1.54 120' 48' 84' 34 39 2694 0.21 1120' 40 8531 0.25 1.8433 38 2662 0.28BS32' 32 7921 0.32 2.27 96' 30 35 2414 0.32 95 mkt r ``11 �r DEFLECTION Y DEFLECTION" Z y{ {Cy SPAN 2 C:-q F14- DEFLECTION X ��•• DEFLECTION'X �J�•, 8 '� I.' �,� SPAN 1 NOTE:USE DEFLECTIONS PROVIDED WHEN DETERMINING MINIMUM SEPARATION TO CLASS 111111111L1``� THE OON IN THE%DIRECTION CAN BE NEGLECTED NON-RETENSION SHUTTERS p WHEN o AND WHEN STORM-BARS ARE USED TO REDUCE SHUTTER DEE p FLECTIONS. MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A ; IL CORNER 4'X4'X114•MULLION 60nT CORNER 4•X6'Xl&MULLION IS005-T g SPAN SPAN MULLION DESIGN DESIGN MULLION MULLION MULLION SPAN SPAN MULLION DESIGN DESIGN MULLION MULLION MULLION WDTH1 WIDTH LENGTH PRESSURE PRESSURE2 END LOAD DEFLECTION DEFLECTION WIDTH1 WDTH2 LENGTH PRESSUREI PRESSURE2 END LOAD DEFLECTION DEFLECTION UP TO UP TO UP TO (PSF) (PSF) (LB YIN X IN UP TO UP TO UP TO (PSF) (PSF) (LB YIN X IN 96' 72 81 4513 0.33 0.96 96' 61 69 3935 0.35 0.59 108' 65 73 4152 0.48 1.19 108' 53 60 3405 0.44 0.72 MA 96' 48' 120' 57 64 3538 0.54 1.39 96' 48• 120' 45 51 3028 D.81 0.72 p1 g 132' 52 59 3496 0.84 1.55 132' 40 45 2623 0.87 0.86 144' 46 52 3154 1.06 1.84 144' 38 43 2474 1.33 0.94 $ a 96• 61 71 4455 0.40 0.94 96' 57 61 3822 0.38 0.60 ?`tI�� 108' 59 63 3996 0.48 1.10 106' 48 51 3329 0.55 0.67 2 W. 72• 120' 13 56 3763 0.74 1.32 96' 12' 120' 43 46 2955 0.69 0.03 132' 48 51 3364 0.94 1.54 132 40 43 2734 0.95 0.90 144' 43 46 3036 1.09 1.52 144' 35 37 2268 0.83 0.93 96' 49 49 4063 0.68 0.68 96' 42 42 3322 0.67 0.41 Q� 1D8' 45 45 3744 0.83 0.83 108' 39 39 3063 0,78 0.54 Lu 96' 96• 120' 42 42 3478 0.97 0.97 96' 96' 120' 37 37 2903 0.90 0.65 11.1132' 40 40 3329 1.11 1,11 132'' 35 35 2690 1.13 0.77 144' 38 38 3202 1.32 1 1.32 144' 31 31 2415 1.28 0.68 S 84' 61 70 5399 0.20 1 0.81 84' 51 59 4723 021 0.53 Cn 96' 51 59 4715 0.27 1 1.03 96' 40 46 3952 0.32 0.62 0-J 120' 48' 108' 42 48 4100 0,41 1.24 120' 48• 108' 35 40 3543 0.45 0,76 120' 36 42 3826 0.58 1.49 120' 29 34 2996 0.38 0.88 J 132' 31 35 3484 0.69 1.72 132' 27 31 2793 0.62 1.01 __j 84' 55 62 5171 022 0.79 84• 47 52 4590 0.25 0,49 90' 47 52 4626 0.33 0.97 96' 38 42 3856 0.29 0.61. 120' 72' 108' 41 45 4151 0.42 1.23 120' 72' 108' 32 35 3296 0.30 0.74 120' 34 1 3B 3953 0.67 1.47 120' 30 33 3122. 0.45 0.95 132' 29 32 3319 0.54 1.75 132' 25 28 2733 0.91 1.02 72' 50 53 5228 0.31 045 72' 42 44 4372 0.30 0.28 J 84' 42 44 4530 0.41 0.62 84' 36 38 3918 0.40 0.38 e 120' 96' 96' 31 39 4120 1 0.48 0.D 120' 96' 96' 32 34 3524 0.52 0.54 C „y 108` 34 36 3838 0.65 1 1.01 108' 29 31 3274 0,52 0.67 120' 31 33 3536 0.68 1.24 120' 27 28 2994 0.63 0.88 W 72• 41 41 5055 037 0.37 72' 34 34 4109 0.39 023 C 84' 35 35 4522 0,51 0.61 81' 30 30 3792 0.46 0.29 6' 3 120' 120' 9 0 '30 3979 0.65 0.65 120' 120' 90' 27 21 .2 0.61 0.35 4y 3 .108' 27 27 3594 0.86 0.86 99' 25 25 3227 0.71 046 120' 25 25 3432 0.97 0.97 106' 23 23 2975 6DEFLEC-TION Y SPAN 2 _':Z f, DEFLECTION X ';'�• �' Q SPAN 1 NOTE:USE DE'LECTICNS PRCMDED WHEN DETERMINING MINIMUM SEPARATION TO GLASS 11T 1111I11�Q7 THE DEFLECTION IN THE X DIRECTION CAN BE NEGLECTED ON NON-RETENSION SHUTTERS 'c', CV AND WHEN STORM-BMS ARE USED TO REDUCE SHUTTER DEFLECTIONS. r u I� s x"la MAXIMUM DESIGN PRESSURE OF A MATOMLIM DESIGN PRESSURE OF A - � CCRNETT4'X6'Xll4MULLION 6005451 CORNER 4'X8'XI14'MULLION(600&T SPAN SPAN MULLION DESIGN DESIGN MULLION MULLION MULLION SPAN SPAN MULLION DESIGN DEStON MULLION MULLION MULLION �n` INOTH 1 1MDTH 2 LENGTH PRESSURE.1 PRESSURE 2 END LOAD DEFLECTION DEFLECTION PADTH 1 WDTH 2 LENGTH PRESSURE 1 PRESSURE 2 END LOAD DEFLECTION DEFLECTION , UPTO UP TO UP TO F (PSF) 0) Y 1 X IN UP TO UP TO UPTOPIV B YIN) X IN 96' 63 63 1 6272 070 0.43 96' 77 77 8500 073 0.29 108' S6 56 5651 0.84 0.54 i08' 68 68 7760 0.88 0.39 96' 96' 120' 52 52 - 5299 107 0.67 96' 96' 120' 61 61 7100 1,06 0,46 p1g 137 49 49 5024 1.26 0.82 132' 57 57 6693 1.32 0.60 144' 46 46 4654 106 0.97 144' 53 53 6299 1.47 0.69 96' 73 84 7904 0,31 0.67 96' 100 115 51556 0.27 0 €51 �?�3� 108' 62 71 7032 0.39 1 0.84 108' 81 93 10152 0.43 0.62 120' 49' 120' 54 62 6355. 0.40 1.02 120' 48' 12Y 69 80 9128 0.53 0.74 132' 48 55 5769 0,76 1,24 132' 60 69 8267 0,55 0.87 144' 41 47 5243 0.89 1.31 144' 55 63 7731 0.83 1.06 96' 66 73 7489 0.36 0.65 96' 83 91 10437 0.46 045 (� IN 58 64 6885 0.40 0.82 108' 74 4 82 Sim 0.50 0.59 LLJ 120' 72' 120' 50 55 6249 0.60 0.99 120' 72 120' 66 73 9050 0.61 0.75 132' 44 49 5685 0.71 1.16 132' 58 64 8300 _0.69 0-89 �;�► 144' 39 43 5142 0.81 1.29 144' 49 54 7313 0.89 1.00 a 96' 1 49 52 6440 0.59 0.50 96' 62 65 8956 0.62 0.35 y_--A 108' 44 46 5932 0,68 0.66 i05' 54 57 8165 0.76 0.45 � 120' 96' 120' 40 42 5491 001 0.83 120' 96' 127 49 52 7670 0.95 0.57 132' 37 39 5230 0.94 0.97 132' 45 41 7179 1.08 0.71 -. 144' 35 37 4953 1.08 1.27 144' 41 43 6675 1.17 0.05 _j 96' 40 40 6103 0.67 0.42 96'�51 51 8445 0.72 029 1108' 35 35 5656 0.83 0.51 108' 44 7628 O.8B 0.38 120' 120' 120' 32 32 5171 107 BAB 123' 126' 120' 39 6965 1.13 0.48 132' 29 29 4755 122 0.79 132' 35 6415 1.27 0.58 144' 27 27 4463 1.43 0.94 144' 32 5969 1.48 0.57 Ly 96' 56 66 8021 0.24 0.7f 56' 76 89 11760 0030 0.52 166' 48 55 7245 0.33 0.90 108' 63 74 10436 0.36 0.64 144' 48' 120' 40 47 6473 0.52 1.05 144' 48' 120' 55 64 9564 DAB 0.81 IV 35 41 5885 0.65 1.24 137 44 52 8224 051 0.88 �§ 144' 31 36 5392 074 1.44 144' 40 47 7133 0.86 1.06 W q 96' 54 61 8019 0.28 0.68 96' 69 78 11145 0.37 108' 45 51 7115 0.41 0.88 108' 61 69 10402 0.41 El Ca 144' 72' 120' 38 43 6304 0.50 1.03 144' 77 120' 50 56 9134 0.54 4y>, ak .- 132' 33 37 5717 0.47 1.21 137 43 49 6238 0.61 144' 30 34 5341 0.70 1.40 144' 39 44 7730 0.83 t DEFLECTION Y SPAN 2 q O� . J _.y:ul ISC. Q'V�A' I DEFLECTION% SPAN i ��� b •. •• NOTE:USE DEFLECTIONS PROVIDED WHEN DETERMINING MINIMUM SEPARATION TO CLASS THE DEFLECTION IN THE%DIRECTION CAN BE NEGLECTED ON NON-RETENSION SHUTTERS AND WHEN STORM-BARS ARE USED TO REDUCE SHUTTER DEFLECTIONS. Ky i MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF AD. ¢ CORNER 4'X6'XX8MULLION 600ST CORNER 470316'MULLION 6005•T5 SPAN SPAN MULLION DESIGN DESIGN MULLION MULLION MULLION SPAN SPAN MULLION DESIGN DESIGN MULLION MULLION MULLION WIDTHI W1DTH2 LENGTH PRESSUREI PRESSURE2 ENDLOAD DEFLECTION DEFLECTION WIDTH! WOTH2 LENGTH PRESSUREI PRESSURE2 ENDLWD DEFLECTION DEFLECTION UP TO UP TO UP 70 PSF SF YIN) X IN UP TO UP TO UP TO SF) P3 Y 14 X JIN) 95' 139 150 10958 0,35 0.68 w 70 79 10815 0.35 0.67 108' !15 130 9522 0.38 ,0.82 108' 62 70 10050 om 0.89 ., ... � 96' 48' 120'� 102 115 6889 0,50 1.01 144' 72' 120' 34 61 9228 0.49 1,08 1 137 88 S9 7887 _0.82 1.14 137 45 51 8163 0.65 1.24 E 144' 87 90 7323 1A3 1.34 144' 40 45 7515 0,7B 1.46 e 95' 107 114 9802 0.55 0.55 96' 54 59 9438 0.55 0.54 108' 93 102 8866 0.67 0.70 108' 47 51 13625 Q64 0.70 „ 96' 72' 120' 8T 93 8217 0.73 0.89 144' 06' 12T 42 46 8024 0.81 0.89 132' 81 86 7793 0.87 1.09 132' 39 42 7635 0.92 1.15 !4d' 72 77 7054 1.05 1.24 144' 35 39 7274 1,08 L36 95' 81 81 6763 0.72 0.43 96' 45 47 8842 0.66 0.48 108` 71 71 7931 0.91 853 108' 39 41 8103 Q82 0,62 Lu 96' 96' 120' 65 65 7406 1,11 0.67 144' 120' 120' 34 35 7354 0.93 0.72 cn 137 60 60 6909 1.34 0.84 13Z 31 32 6576 1.12 0.95 144' 56 56 6567 1,55 0.94 1d4' 28 29 6384 1,35 CIO S Q 96' 103 119 11373 028 0.71 96' 39 39 8616 0.73 Q42 VIP .j 108' 84 97 9995 0.44 0.&5 108' 34 33 7714 0.89 0.53 _j 120' 48' 120' 72 83 8984 0.54 IA3 144' 144• 12T 29 29 7028 1.14 0.67 132' 6d 74 8274 0.66 135 13T 26 26 6557 1.28 0.82 J 144' 56 65 7497 0.73 1.41 144• 23 23 SB73 1.46 0.92 � 90 85 94 10232 0.45 Q62 96' 64 76 11697 Q26 0.75 i .108' 75 83 9451 0.53 090 Iw 52 61 10234 0.27 0.92 120' 72' 120' #1* 8890 057 1.02 168' 48' 120' 46 54 9599 _0.48 1.11 132' 6 8033 0.62 1.20 132' 38 45 8413 0.61 1.33 144' 7598 0.95 1.42 144' 33 39 7723 0.74 1.47 9'0' 8 9124 OA 0.49 96' 59 68 11210 028 0.70 108' 6198 0,75 0.03 108' 49 56 10044 0.35 098 120' 96' 120' 4 7709 0,93 0.60 168• 72' 120' 42 48 9080 0.45 1.10 diC 13T 7215 1,12 0.99 137 37 42 8397 Q5B 1.30 c a 144' 5 - 6754 134 1.16 144' 31 36 739! 0,50 1.51 IY 96' 4 8738 0.72 0.43 96' 47 52 9907 0.47 0.59 C .., X965 108• 7 0 0.91 0.54 108' 40 44 0882 057 07]120' i2T T... 6660 113 0.66 168' 96' 120' 35 d4 8365' 0.68 Q9B144' 34 38 61_... i, 129 0.80 13T 32 36 7738 0.14 1.21 8 .62 0.95 144' 33 33 1463 0.81 1.50 y DEFLECTION V SPAN 2 :dtr �4L� DEFLECTION% ~ii��1�b )y '11` "•44 `^ ~SPAN i NOTE:USE DERECTIONS PROVIDED WHEN DETERMINING MINIMUM SEPARATION TO GLASS 7 7 1 1 1 1 1111//07 7 THE DEFLECTION IN THE X DIRECTION CAN BE NEGLECTED ON NON-RETENSION SHUTTERS AND WHEN STORM-BARS ARE USED TO REDUCE SHUTTER DEFLECTIONS. CV y I4 I� 'MAIASUM DESIGN PRESSURE OF A MAMMUM DESIGN PRESSURE OF A z�m CORNER 4'X87(7!2'MULLION 6005-T CORNER 4'X6'X1(7 MULLION 6005-T5 $ SPAN SPAN MULLION DESIGN DESIGN MULLION MULLION MULLION SPAN SPAN MULLION DESIGN DESIGN MUWON MULLION MULLION WIDTH 1 WIDTH 2 LENGTH PRESSURE 1 PRESSURE2 END LOAD DEFLECTION DEFLECTION WIDTH 1 YDTH 2 LENGTH PRESSURE 1 PRESSURE2 END LOAD DEFLECTION DEFLECTION UPTO UPTO UPTO PSF YIN X(IN) UPTO UPTO UPTO Pm (PSF) LB YIN X IN 96' 150 150 13917 0.31 0.70 96' 84 95 13267 0.42 0,65 r 108' 144 150 12334 OV 0.85 t08' 74 83 12346 DAB 0.85 96' 48' 120' 126 142 11240 0.60 1.04 1 144' 72' 120' 66 74 11537 0,52 1,09 $> 132" tit 125 10200 0.73 1.23 137 57 64 10465 0.59 1,29 8.. 144' 100 113 9421 0.84 1.44 144' 49 55 9476 0,82 1.51 $ 96' 126134 11853 0.59 0.54 96' 66 72 11827 0.59 0.64 € 108' 112 119 10907 0.71 0.70 108' 57 62 10750 071 0.71 Y 96' 72' 120' 103 110 10304 0.86 0.90 144' 96' 120' 51 55 10058 0.84 0,89 137 95 101 9689 1.02 1.09 132' 45 49 92220 0.93 110 144' 67 93 9027 1.15 133 144' 41 45 8653 1.06 1.33 96' 98 98 11096 0.74 0.44 96' 55 57 11070 0.66 0,48 108' 85 85 10033 0.91 0.54 108' 47 49 10041 0.84 0.60 jW.-� 96' 96' 120' 76 76 9195 1.16 0.67 144' 12W 120' 42 44 9412. 1.04 0.76 132' 70 70 8615 1.41 0.83 137 37 39 ...m 1_27 0.92 144' 65 65 8130 1.65 1.00 1 144' 34 35 8077 1.49 1.12 96' 127 146 14271 031 0.72 96' 48 48 10830 072 0.42 C 108' 108 124 12682 0.41 0.91 !OB' 41 41 9874 0.93 0.54 _j 120' 48' 120' 89 103 11399 0.55 L08 144' 144' 120' 36 36 9003 1.19 0.69 137 77 89 10307 0.68 1.26 13732 32 8372 1.39 0,82 ._j 144' 1 69 80 9611 OB1 1.47 144' 1 28 28 75% 1.55 0.95 96' 101 itt i25B3 0.48 0.61 96' 90 94 14665 027 0.75 0 C> I 108' 89 98 11632 0.68 0.79 108' 66 78 13056 0.34 0,94 120' 72' 520' 80 88 10887 0.64 0.99 !68" 48' 120' 58 66 11607 0.38 1.13 137 73 80 10262 0.75 1.24 132' 50 59 11065 0.57 1.39 144' 64 71 938! 0.90 1.42 144' 41 49 9735 173 1.64 Lj .w o 96' 79 &3 .11440 0.65 0.50 96' 72 82 13848 0.35 0.70 J 108' 68 71 10326 0.80 0.63 108' 63 72 12889 0.39 0.91 i� 120' 96' 120' 61 64 9616 1,00 0.80 168' 72" 120' 54 62 11725 0.44 1.14 C S37 55 58 8928 5.19 0.98 1, 46 53 10645 0.60 1.35 144' S0 53 8372 1.28 1.15 144' 41 47 9929 0.78 1,58 96" 66 66 10991 0.76 0.43 96' 57 63 12228 0.53 om c 108' 56 56 9827 0.91 0.65 108' 49 54 - 11165 0.61 0.75 C � 120' 120' !20' EO 50 9151 1.13 0.68 168' 96' 120' 43 48 103t6 175 0.94 a� 137 45 45 8482 1.40 0.85 137 39 43 9684 087 1.20 f 144' 40 40 7767 1.51 0.94 144' 3S 40 9361 - 196 1.41 '� N q I DEFLECTION Y ZN SPAN 2 ��:•Mzp�lL �.to DEFLECTION X Q'. SPAN t ��/�db•. .. \\ NOTE:USE DEFLECTIONS PROVIDED WHEN DETERMINING MINIMUM SEPARATION TO CUSS /// 't Q�"d..fs. THE DEFLECTION IN THE X DIRECTION CAN BE NEGLECTED ON NON-RETENWON SHUTTERS 174'7*tt AND WHEN STORM-BARS ARE USED TO REDUCE SHUTTER DEFLECTIONS. i I A i MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A a�� CORNER 4767112MULLION 6005.7 CORNER 4'%4'X116'MULLION(6061-76) n .o SPAN SPAN MULLION DESIGN DESIGN MULLION MULLION MULLION SPAN SPAN MULLION DESIGN DESIGN MULLION MULLION MULLION It G 'MDTH1 4MDTH2 LENGTH PRESSURE PRESSURE2 END LOAD DEFLECTION DEFLECTION WIDTH N4DTH2 LENGTH PRESSUREI PRES9URE2 END LOAD DEFLECTION DEFLECTION � F UP TO UP TO UP TO (PSF) (PSF) LB YIN) X IN UP TO UP TO UP TO PSF SF (LB) YIN) X(IN 96' 48 52 11449 0,61 0.52 96• 114 120 2310 0.51 0.63 S u 108' 41 44 10407 0.77 0.66 106' 87 91 2019 0.81 0.58 168' 120' 120' 36 39 9582 0.97 0.84 60' 48' 120' 60 63 1741 0,63 0.63 132' 32 34 6629 1.101.03 137 49 52 1715 1.07 0.72 - o 144• 28 31 8351 1.24 1.21 144' 43 45 1544 1.30 0.83 X 96' 66 79 14669 0,24 0.76 96' 87 94 2531 0.64 0.68 tOB' 55 66 13200 0.29 0.94 108' 74 80 2153 0.83 0.75 192' 48' 120' 48 57 12190 0.41 1,20 77 48' 120' 60 65 1727 0.76 1.02 132' 1 39 47 10726 0.55 1.34 137 46 50 1806 1.23 0.99 144' 1 34 41 9800 0.64 1.61 144' 37 40 1536 1.53 0.85 1. 62 72 14213 0.30 0.73 96' 77 77 2531 0.63 0.63 1080 54 63 13247 0,34 0,96 108' 56 56 2240 0.73 0.73 W 197 72• 120' 45 52 11895 0.48 1.14 72' 77 121' 47 47 1890 0.84 0.84 =Rn 132' 39 45 10890 0,59 1.37 137 38 38. 1516 0.74 0.74 144• 35 41 10268 0.68 1.64 144' 27 27 1689 1.13 1.13 Z„Q 96• 50 56 12581 0.47 0.62 J 64' 55 62 2844 0.22 0.71 �� 108' 43 49 11583 0.59 0.79 96' 49 55 2480 0.46 0.90 d J 192' 96' 120' 38 43 10766 0,65 1.03 98' -08' 108' 42 47 2299 0.60 0.91 132' 34 38 10029 0.73 1.27 120' 39 44 2115 0.95 1.03 144' 31 35 9566 0.86 1.57 137 34 38 1883 0.97 1.06 96' 42 46 11591 0.56 0.55 84' 51 54 2805 0.31 0.71 OC> 108• 36 39 10562 0.72 0.71 1' 46 49 2572 0.45 0.89 192' 120' 120' 31 34 9669 0.84 0.86 96' 77 108' 41 44 2275 0.63 0.99 137 28 31 9097 1.06 1.10 120' 36 38 1907 0.62 1.12 144' 25 27 6444 1.14 1.28 137 26 28 1717 1.01 0,67N gM1 B4' 71 65 16894 0.18 0.59 72' 43 43 2858 0.35 0.35 j eA 96' 57 68 14933 0.23 0.76 84' 39 39 2592 0,49 0.49mz 216' 48' 108' 48 58 13535 0.29 0.99 96' S6• 96' 36 36 2337 0,62 0.62 C W 120' 39 47 11965 0.45. 1.15 108' 3535 2223 O,B4 0.84 'j 132' 33 40 10780 0.48 1.35 120' 31 31 1946 0.93 0.90 d 84' 65. 76 16095 0.23 0.6.6 72' 43 50 3311 0.15 0S7 C 96' 55 64 14766 0.24 0.75 78' 39 45 3071 0.18 0.66 IL - 216' 72' 108' 45 53 13127 0.34 0.94 120' 48' 84' 36 42 2907 0.21 0.76 S 120• 38 45 11821 0.40 1.17 90' 34 39 2740 028 0.90 "s 132' 34 40 11150 1 0.53 1A5 96' 31 36 1 2540 0.32 0.95 ♦A G DEFLECTION Y SPAN 2 O:= Ice. d... DEFLECTION X ����J�d;• �h'� +�4V` LdK SPAN 1 NOTE.USE DEFLECTIONS PROVIDED WHEN DETERMINING MINIMUM SEPARATION TO CLASS 111111111411`cm THE DEFLECTION IN THE X DIRECTION CAN BE NEGLECTED ON NON-RETENSION SHUTTERS c-y N AND WHEN STORM-BARS ARE USED TO REDUCE SHUTTER DEFLECTIONS. N MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A ,a� CORNER 4'X4'X1f4'MULLION 6061-T6) CORNER4'X6'XifB'MULLION 6061-T IF� '�' SPAN SPAN MULLION DESIGN DESIGN MULLION MULLION MULLION SPAN SPAN MULLION DESIGN DESIGN MULLION MULLION MULLION WIDTH 1 WIDTH 2 LENGTH PRESSURE 1 PRESSURE2 END LOAD DEFLECTION DEFLECTION WIDTH 1 WIDTH 2 LENGTH PRESSURE 1 PRESSURE 2 END LOAD DEFLECTION DEFLECTION UP TO UP TO UP TO (PSF) (PS LB YIN % N UP TO UP TO UP TO (PSF) (PSF LB 'Y IN X(IN) 96' 76 86 4839 0.37 0.99 96' 64 72 4156 0.39 0.62 " 2S 108' 67 76 4326 0.48 1,25 106' 55 62 3581 0,44 0,75 a erg 96' 48' 120' 58 65 3885 0.54 .1.39 1 96' 48' 120' 50 56 3252 0.81 0.87 o 132• 52 59 3644 .0.84 1.72 132' 43' 49 2915 1,09 0.93 144' 46 52 3310 1.06 1.84 144' 40 45 2693 1.33 1.03 g 96' 1 70 74 1 4710Ne Q42 0,94 96' 59 63 4009 0.38 0.62 " 109' 61 65 4186 0.48 1.17 108' 5164 3593 0,62 0.72 96' 72' 120' S5 59 3977 0.71 1.38 96' 72' 120' 46 49 3237 0.81 0.85 137 49 52 3528 0.94 1.54 132' 41 dd 2886 0495 0.90 144' 1 45 48 3421 129 1.82 144' 36 38 2433 0.83 0.93 96' 51 51 4277 0.71 0.71 96' 43 43 3465 0.67 0.41 o 108' 47 47 4040 0.83 0.83 108• 41 41 3286 .0,88 0.59 Lu - 95' 96' 120' 43 43 3641 0.97 0.97 96, 96' 120' 39 39 3117 1.07 0.71 [-- 132' 42 42 3492 1.30 1.30 132' 36 36 2817 1.13 0.84 144' 38 38 3202 1.32 1.32 144' 34 34 2702 1.54 0.85 =Z 84' 63 73 5595 0.20 0.B4 84' 53 61 4924 0.21 OSS co") 96' 53 61 4921 0.27 1.07 9G• 42 48 4175 0.32 0.65 120' 48' 108' 43 50 4256 Q41 1.24 120' 48' 108' 35 42 3658 0.45 0.81 = 120• 36 42 3972 0.68 1.49 120' 33 38 3442 '0.62 0.98 J 132• 31 36 3588 0,69 1.84 132' 29 34 3036 0,83 1.11 J 84' S9 65 5462 025 0.83 84' 49 54 4819 .0,25 0.52 � 96' 49 54 4847 0.33 1.03 98' 41 45 4162 0:34 0.67 120' 72' 108' 42 46 4296 R42 123 120' 72' 108' 35 39 3572 0.43 0.80 120• 34 38 3934 Q57 1.60 120' 31 34 3292 0.45 0.95 132' 29 32 3489 0.54 1.75 132' 1 28 31 1 2940 0.91 1.16 LI �•,dr 72' 52 55 5455 0.32 0.46 72' 44 46 4604 0.32 029 J � 84' 44 46 4793 0.41 0.65 84' 37 39 4026 -0.40 0.41 -•1 120' 96' 96' 39 41 4356 0.54 0.87 120' 96' 96' 33 35 3669 0.52 054 pl 108' 38 38 4101 0.71 1.11 108' 31 33 3526 0.65 0.72 C 120' 1 33 35 3791 0.79 1.39 12W 2B 29 3191 0.63 0.88 d 72' 44 44 5441 0.39 0,39 72' -36 36 4384 0.41 025 C 84' 36 36 4642 0.54 0.54 81' 31 31 3865 0.51 0.31 120' 120' 96' 31 31 4169 0.65 0.65 120• 120' W. 28 28 3598 0.81 0.39 108' 28 2B 3799 O,B6 0.86 99' 26 26 3393 0.78 0.46 \ W W S` 120' 25 25 3432 Q97 0.97 108' 24 1 24 1 3188 1 0.83 1 0.55 O • dppp oa. - DEFLECTION Y SPAN 2 7:2 Y€I IK W DEFLECTION X �7�•• 9 1 Q�(I SPAN 1 �i�d'� b�... '• �� NOTE:USE DEFLECTIONS PROVIDED WHEN DETERMINING MINIMUM SEPARATION TO GLASS 7j1 171111111111\Q� THE DEFLECT.ON IN THE X DIRECTION CAN BE NEGLECTED ON NON-RETENSION SHUTTERS a �~ AND WHEN STORM-BARS ARE USED TO REDUCE SHUTTER DEFLECTIONS, 4:V 1: 4 4 kMPI Ngi 8A t AS e It t 9 2 W 2.1 Es P. t t t m �9 t,`p m Di s 8P.$9 S Fi- OE Ro 1�sitll 5 111 N ill r 6. 1%T2 I i 1�1 9 1 P p 5.s-111.p 5.g I.%t 11p pr 9 _qo rz .0 F Wi s 8 vp 5 8., ON 9 ft q go ay 01 ;u E@ 71 0 1 F,- > a E pp_.ppp.pp_ppppMppp �ss: T t�g s a 8 GA t8 E2 bi�g ps at 1-7;7:- !2 V mpg q i I i 9 0 pp XT C 110 PC 6 IoarE Engineeting,LLC. 2 5 ROLL-UP SHUTTER ASSAIt .1 wkfies, 2F CL4017640 MEW MCM ZoNjo KnoWedge Is Yoa Best Pr.teolqn' ScorMTC Of AUMRWQN NUWM MW AWRrA 911M SZW ASSIVATION.INC. Ofi-FE MULLIONS 4268 WMRM UM WW I"MACH,ft.U407 NONF,Wo.,*=04:W 56I.M.0852 PROD. m"AmsHumm L MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A - g 2 CORNER4'XB'Xlld'MULLION 6061-T6 CORNER 4'XB'X114MULLION(6061-T6) � SPAN SPAN MULLION DESIGN DESIGN MULLION MULLION MULLION SPAN SPAN MULLION DESIGN DESIGN MULLION MULLION MULLION WIDTH 1 WIDTH 2 LENGTH PRESSURE 1 PRESSURE 2 END LOAD DEFLECTION DEFLECTION WIDTH 1 IMDTH 2 LENGTH PRESSURE 1 PRESSURE2 ENOLOAD DEFLECTION DEFLECTION UP TO UP TO UP TO (PSF) (PS B YIN X IN UP TO UP TO UP TO (PSF) (PSF) (LB YIN X R � 96' 81 81 9004 0.75 0.31 96' 55 60 9963 0.58 441 b'�MIR I. 108, 71 71 41 0.40 108' 48 52 U39 0.71 0.53 96' 96' 120' 65 65 71656 07.13 0.50 144' 96' 120' 98591 0.85 0.67 a � eon 132' 59 59 7005 1.32 0.62 132' 39 42 8047 1.00 481 14q' 56 55 6710 1.70 0.74 144' 36 39 7609 1.06 1.05 .' i £6' 106 122 12297 0,31 0.54 96' 45 47 9120 0.68 0.35 108' 86 99 10740 0.47 0.66 108' 39 41 8397 0.86 0.45 ts 120' 48' 120' 74 85 9713 0.59 0.81 144' 120' 120' 34 35 7603 1.01 0.54 132' 64 74 8763 0.71 0.94 132' 31 32 7134 1.27 0.69 144' 57 65 8039 0.83 1,12 144' 28 29 6644 1.36 0.82 96' 86 95 10861 0.48 0.46 B4' 47 47 9841 0.59 0.24 ne 108' 77 85 10777 0.58 0.62 96' 39 39 8782 0.77 0.31 W 120' 72' 120' 68 75 9368 0.61 0.75 144' '144' 108' 33 33 7927 0.91 0.39 132' 60 65 8611 0.69 0.91 120' 29 29 7255 . 1.16 0,48 CA 144' 54 60 8019 1.02 1.06 132' 26 26 6775 1.40 0S7 =Q 96' 66 69 9563 0.65' 0.37 96' 66 78 12674 0.28 0,57 y J 108' 57 60 6676 0.81 0.47 108' 53 63 11011 0.29 0.68 d J 120' 96' 120' 51 64 8031 .0.95 0,60 168' 48' 120' 47 56 10319 0.53 486 132' 47 49 7535 1.14 0.74 132' 39 46 9133 0.67 0,99 J 144' 44 45 7219 1.38 0.89 144' 34 40 8306 0.79 1.19 96' 53 53 8799 0.75 0.31 96' 62 71 12305 0.35 0.55 d 108' 46 45 7970 0.94 0.40 108' 62 W 11050 0.38 0.70 120' 120' 120' 41 41 7383 1.13 0.50 168' 72' 120' 44 50 9986 0.54 0.85 13T 37 37 6820 1.40 0.61 132' 38 44 9099 0.63 1.02 .. w 144' 34 34 6405 1.65 0.72 144' 32 37 8044 0.57 1,16 96' 81 95 12411 0.33 0.55 84' 57 63 11618 0.42 0.33 .991.1 MAI g M r 108' 67 7B 11006 0.40 0.69 96' 47 52 10328 0.51 0.43 144' 48' 120' 57 67 9921 0.46 0.84 160' 96' 108' 41 46 9584 0,65 13T 50 59 9088 0.57 1,01 120' 37 41 9024 0.74 0.73 15 42 49 8119 0.86 1.11 132' 33 37 8409 0.64 0.90 d 3 2 9G' 72 81 11629 0.41 0.50 84' 48 52 10770 0.49 0.29 C 108' 64 72 10922 0,45 0.67 96' 39 42 9453 0.64 0.37 C 144' 72' 120' 55 62 9907 0.53 0.82 168' 120' 108' 34 37 8736 0.82 0.50 W 33 o. 732' 46 52 8803 0.71 0.95 120' 29 31 7824 0.88 144' 41 45 8138 0.83 1.12 132' 27 29 7575 1.73 0.7fi ^ N /1 6DEF-LECLTIONY Z'g O;y = SPAN 2 - .'q $ .y �C:_ DEFLECTION X 7• yLiX deco SPAN , NOTE:USE DEFLECTIONS PROVIDED WHEN DETERMINING MINIMUM SEPARATION TO CLASS THE DEFLECTION IN THE X DIRECTION CAN BE NEGLECTED ON NON-RETENSION SHUTTERS tO AND WHEN STORM-BARS ARE USED TO REDUCE SHUTTER DEFLECTIONS. CV' i MNOMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A .� CORNER 4'Xb'X318MULLION 6061.T6 CORNER 4'X6'X318'MULLION 6061-T6 : SPAN SPAN MULLION DESIGN DESIGN MULLION MULLION MULLION SPAN SPAN MULLION DESIGN DESIGN MULLION MULLION MULLION W1DTH1 W1DTH2 LENGTH PRESSUREI PRESSURE2 END LOAD DEFLECTION DEFLECTION WIDTH1 WIDTH2 LENGTH PRESSUREI PRESSURE2 END LOAD DEFLECTION DEFLECTION UPTO UP TO UPTO SF (PSF) (LB YON X N UPTO UP TO UPTO (PSF) (PSF) (LB) Y(IN) X IN 96' 147 150 11601 0.30 0.70 W 74 93 11373 0.38 0.70 108' 126 142 10388 0.49 0.89 108' 65 73 10500 0.46 0.92 96' 48' 120' 108 122 9257 0.58 1.05 144' 72' 120' 56 63 9569 0.49 1,12 &E o 132' 97 109 8500 0.71 1.27 132' 47 53 8532 0.65 1.29 $i• 144' 83 94 7700 1.03 1.37 144- 42 47 7886 0,78 1,56 3 96' 111 - 118 10017 OS9 0.56 �13.2' 40 62 9541 0.57 0.58 108' 100 100 9294 0.69 0.73 54 9143 '0.69 0.75 96' 72' 120' 92 98 8744 0.84 0.93 144' 96' 48 8412 0.81 0.93 132' 85 90 8241 0.94 1.13 43 7851 0.99 1:15 144' 70 817474 1,14 1.34 40 7498 1.14 1,36 96' 85 85 9265 0.74 0.45 96' 48 50 9464 0.69 0.50 108' 75 75 8420 0.95 0.58 108' 41 43 8521 0.86 0.65 W 96' 96' 120' 68 68 7794 1.19 0.71 144' 120' 120' 36 38 7838 1.05 0.79 =�' 132' 62 fit 7262 1.34 0.64 132' 33 34 7331 115 1.01 Z 144' 59 59 6933 1.70 1.07 144' 30 31 6849 1.52 1.17 S 96' 107 123 11811 0.28 0.73 96' 41 41 9042 0.77 0.44 V-0 108' 88 101 10458 0.44 0.90 108' 35 35 0150 0.97 0.56 92- 120' 48' 120' 76 88 9474 0.54 1.11 144' 144' 120' 31 31 7517 1,21 0.72 132' 68 78 8805 0.75 1.31 132' 28 28 7049 1.43 0.88 '1 144' 59 68 7932 0.73 1.49 144' 25 25 6497 1.67 1.00 J 96' 89 98 10769 0.47 0.64 96' 68 80 12326 0.29 0.78 C> 108' 78 86 9871 0.53 0.82 108' 57 67 11112 0.35 0.97 120' 72' 120' 71 78 9297 0.61 1.05 168' 48' 120' 49 5B 10100 0.47 1.22 132' 63 69 8575 0.74 116 132' 40 47 8896 0.61 1.33 144' S7 63 8008 0.94 1.50 144' 1 35 41 1 8123 0.74 1.59 .1 96' 68 71 9550 0.64 0.52 96' 63 72 11890 0.34 0.74 C 108' 59 62 8662 0.80 0.65 108' 53 61 10702 0.35 0.94 J 120' 96' 120' 53 56 8048 0.93 0.85 16B' 72' 120' 45 52 9718 0.50 1.14 a 132' 49 52 7624 1.20 1.04 132' 40 46 9019 0.65 1,42 A 144' 45 47 7114 1.24 1.24 144' 35 40 8251 0.71 1.67 p`1 �ggg 96' 55 56 9077 0.75 D.45 96' 49 54 10293 0.51 0.61 C 108' 49 49 8313 0.97 0.57 108' 43 489570 0.63 0.80 �j 120' 120' 120' 43 43 7575 1.13 0.69 168' 96' 120' 3B 42 8803 0.73 1.03 C S � 132' 39 39 7021 7.40 0.87 132' 36 38 8273 0.83 1.21 W 3a� 144' 35 36 6592 1,73 1.05 144' 32 1 36 8076 0.91 1 1.50 „ H ` DEFLECTION Y SPAN 2 _ •• .`g,• :_ � P � O DEFLECTION X SPAN 1 i 9�•' G �� NOTE USE.DEFLECTIONS PRONGED WHEN DETERMINING MINIMUM SEPARATION TO GLASS �/ •...* . \♦♦ THE DEFLECTION IN THE X DIRECTION CAN BE NEGLECTED ON NON-RETENSION SHUTTERS 7 A7+,(LI1�♦ AND WHEN STORM-BARS ARE USED TO REDUCE SHUTTER DEFLECTIONS. 4:V N Iw l I I � o i I I MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A $ o CORNER 4'XYX12'MULLION(6061-T6) CORNER 4)M X7/!MULLION 6061-T6 S s SPAN SPAN MULLION DESIGN DESIGN MULLION MULLION MULLION SPAN SPAN MULLION DESIGN 'DESIGN MULLION MULLION MULLION 'AIDTH 1 WDTH 2 LENGTH PRESSURE I PRESSURE 2 END LOAD DEFLECTION DEFLECTION WIDTH 1 WIDTH 2 LENGTH PRESSURE I PRESSURE 2 END LOAD DEFLECTION DEFLECTION UP TO UPTO, UP TO (PSF) (PS B YIN XON) UP TO UP TO UPTO PS ,IPSP Le YIN X(IN) 96' 150 150 149,73 0.33 0.74 96' 89 100 14006 0,44 0.69 y 108' 150 150 13272 0.44 0.92 108' 76 88 12980 0,52 0.90 m 96' 48' 120' 132 149 11775 0.64 1.09 144' 72' 120' 70 79 12204 OS7 1.15 " �8 132- 116 131 10720 0,79 1.27 132' 59 67 10876 0.59 1.33 a 144' 103 116 9760 0.84 1.49 144• 54 61 10264 0.81 1.65 F 96' 133 141 12534 0.63 056 99- 70 76 125D5 0.60 1 0.57 �• �� 106• 118 125 11528 0.76 0.73 108' 60 65 11324 0.75 1 0.73 96' 72' 120' 107 114 10765 0.92 0.93 144' 96• 120' 53 68 10483 0.93 0.92 132• 99 105 10155 1.08 1.14 132' 48 52 9812 1.09 1.14 144' 92 98 9618 1.23 1.41 144' 44 48 93241.20 1,39 96' 103 103 11663 0,78 0.46 S5' 59 62 11878 0.71 0.51 u 106' 90 90 10611 1.07 0.5B 108' 50 52 10624 0.90 0.65 l en 96' 96' 120• 80 80 9720 1.21 0.73 144' 120' 120' 43 45 9673 1.04 0.76 132' 73 73 9060 1.46 0.87 132' 39 41 9108 1.27 0.97 =Z 144' 66 66 8567 1,78 1.05 144' 35 37 1 8414 1,49 1,18 =0 96' 134 150 14996 0.33 0.75 96' 51 51 11416 0.79 0.46 J 108• 114 131 13549 0.44 0.96 108• 43 43 10276 0.97 0156 =_ 120' 48' 120' 97 112 12155 0.49 1.16 144' 144' 1204 38 3B 9494 1.25 0.73 132• 83 96 111DO 0.75 1.35 132' 33 33 8638 1.48 0.82 144' 73 84 10097 0.92 .1.59 144' 29 29 8104 1.72 1.01 0 96' 106 117 13232 0.52 0.63 96' 85 100 16481 0.30 0.78 Dom. 108• 93 102 12162 0.60 0.82 108' 70 83 13731 038 0.98 120' 72' 120' 84 93 1 11434 0.74 1 1.05 168' 4B' 120' 60 71 12550 0.48 1.20' 132' 17 85 10855 0.82 1.29 132' 52 61 11474 0.57 1.43 144' 66 75 9898 0.98 1.55 144' 46 54 10670 0,71 1,67 Ll MEN zi 96' 83 87 12029 0.67 0.53 96' 76 87 14554 0.39 0.74 J 108' 72 76 10986 0.84 0.67 108' 66 76 13456 0.44 0.90 m 120' 96' 120' 64 67 10078 1.05 0.85 168' 72' 120' 5B 66 12537 0.51 1.17 c F 132' S8 61 9464 1.24 1.03 132' 49 56 11288 0.67 1.40' k r, 144' 53 66 8873 1.47 1.22 144' 43 49 10387 0.78 1.64 C 96' 69 69 11474 0.79 0,45 96• 60 67 12840 0.56 0.62 p 109• 59 59 10382 0.43 0.57 108' 51 57 11642 0.66 0.78 C $Aa 127• 120' 120' 52 52 9524 1.200.71 168' 96' 120' 4651 10959 0.81 1.02 W �� 132' 47 47 8853 1.49 0.8B 132' 41 46 10213 0.92 1.25 W 144' 42 42 8387 1.79 1A1 144' 38 1 42 1 9799 1 1,08 1 1.51 N�%% DEFLECTION Y ?�40 pbQ$ ,,,1pppy 1: ? SPAN 2 W C i O 0'., DEFLECTION X i p*'• sQr SPAN 1 NOTE:USE DEFLECTIONS PROVIDED WHEN DETERMINING MINIMUM SEPARATION TO GLASS 2/11111171, THE DEFLECTON IN THE X DIRECTION CAN BE NEGLECTED ON'NON-REfENSION SHUTTERS AND WHEN STORM-BARS ARE USED TO REDUCE SHUTTER DEFLECT.ONS. �V t w4 s L- i MAXIMUM DESIGN PRESSURE OF A CORNER 4'YS'X12'MUUJON t8061•T6 � SPAN SPAN MULLION DESIGN DESIGN MULLION MULLION MULLION WDTH 1 WIDTH 2 LENGTH PRESSURE 1 PRESSURE 2 END LOAD DEFLECTION DEFLECTION UPTO UPTO UPTO fpsn (PSF) L8 Y itt X N y5 $$ 96' 51 55 12130 0.67 0.54 r � 128' 43 410850 0.82 0.68 88' m 1 '120' 120' 39 411 10081 1.02 0.88 % 132' 34 37 9424 124 1.03 144' 31 33 8095 1.39 129 96' 71 85 15633 0.27 0.79 3 IE 108' 59 70 1 14016 0.35 0.99 192' 48' 120' 50 60 1 12651 Q41 t24 132' 43 51 1 11649 0.64 fA5 144' 37 44 1 10590 0.77 1.69 96' 66 76 16018 0.33 0.77 (� 108' 56 65 13680 0.34 099 LLJ 192' 72' 120' 47 55 72385 0.48 1.18 132' 41 48 11409 0.59 1.42 144' 35 42 10501 068 1.72 C> 95' 53 60 13327 -0.50 0.65 108' 45 51 12080 0.62 0.83 192' 9G' 120' 40 45 11257 0.72 1.07 w�„ 132• 36 41 10625 _0.82 1.33 144' 33 37 10130 0.98 1.59 a 96' 45 49 123% 0.61 0.57 108' 39 42 11167 0,77 0.74 192' 126' 126` 33 36 10232 0.92 0.91 132' 29 32 8460 1.26 1.10 • 144' 27 30 8159 1.28 1.37 84' 76 91 17904 0.20 0.63 S6' 61 73 15815 0.26 0.81 216' 48' 108' 50 60 14023 0.29 1.02 C 120' 42 50 12679 0.42 124 61 i 132' 35 43 11564 0.52 1.49 w 69 81 16945 0.25 OS8 C 96' 6804 15433 0,_, 216' 72' 108' b9 5T 14138 1.W .. 104 ;�30 ...0.60 C ab s . 120' 41 48 12666 .. Oi... - 12, a S8 132' 35 41 11484 0.53 .. ...j 45 n, «� ~ CD y.�g DEFLECTION Y `�•,�?:4q �w� . SPAN 2 �I a, DEFLECTION% _SPAN i NOTE:USE DEFLECTIONS PROVIDED WHEN DETERMINING MINIMUM SEPARATION TO CLASS 1411�tM y THE DEFLECTION IN THE X DIRECTION CAN BE NEGLECTED ON NON-RETENSION SHUTTERS I/1ft AND WHEN STORM-BARS ARE USED TO REDUCE SHUTTER DEFLECTIONS. K'l�A f s�