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HomeMy WebLinkAboutProduct Approval I ' Florida Building Code Online Page 1 of 2 04 BCIS Home Log In User Registration Hot Topic i Submit Surcharge , SLFacts Publications FBC Staff BCIS Site Map Links ( Search j @Product Approval p USER:Public User 4 c.5n^eryiu.., ar:.:r:ro,ylr<r Product Approval Menu>Product or Aoolication Search>Aoolication List>Applicati n Detail J FL# FL5790-R1 Application Type Code Version 2017 Application Status Pending FBC Approval Comments Archived Product Manufacturer American S utter Systems Association,Inc. Address/Phone/Email 4268 West ads Drive West Palm each,FL 33407 (561)209- 263 bfeeley@e sternmetal.com w Authorized Signature Bill Feeley lrodriguezCc easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Roll-up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Pro essional Engineer ❑ Evalual ion Report-Hardcopy Received Florida Engineer or Architect Name who developed Trevor Johi ison the Evaluation Report Florida License PE-65624 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/201 Validated By John Hen Kampmann Jr. R Validat on Checklist-Hardcopy Received Certificate of Independence FL5790 R1 2 COI Certification Off nde endenceSS.Ddf Referenced Standard and Year(of Standard) Standard Year ASTM E-186 2002 ASTM E-1 86 2005 ASTM E-1 96 2005 ASTM E-1996 2002 ASTM E-330 2002 TAS 201202 203 1994 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/pi_app_dtl.aspx?param=WGE XQWtDgtDmAG7pnms8kO7l... 12/6/2017 I Florida Building Code Online Page 2 of 2 Product Approval Method Method 10 tion D Date Submitted 10/09/201 Date Validated 10/12/201 Date Pending FBC Approval 10/17/201 Summary of Products D1579O Model,Number or Name escription 58mm Bertha End Retention/Non- F oil Shutter System(includes View Port Option) Retention Roll Shutter System (Non-HVHZ) Limits of Use witiffIffiTion Instructions Approved for use In HVHZ:No L5790 R12 II InstallationInstructionsSS. df Approved for use outside HVHZ:Yes a ohnso - Impact Resistant:Yes reated by Independent Third Party:Yes Design Pressure:N/A I valuation Reports Other:This product shall not be installed within High L5790 R12 AE Evaluation Re ortSS.Pdf Velocity Hurricane Zone.For design loads and spans refer to reated by Independent Third Party:Yes engineered drawings(installation instructions). Back Next Contact Us::2601 Blair Stone Road. al a a e FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 Stale of Fl da.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your mall address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by tradTo mall.If you have any questions,please contact 850.487:1395.-pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed nder 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 he 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 wh ch can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,p ease click ere. Product Appro al Accepts: Crddit Card S f. i I https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE XQwtDgtDmAG7pnms8kO71... 12/6/2017 GENERAL NOT S- EVALUATION BASED ON, 1. TKJ ENGINEERING,LLC.HAS NO CONTROL OF THE MANUFACTURING.PERFORMANCE.OR INSTALLATION OF THIS PRODUCT.THESE GENERIC PLANS FENESTRATION TESTING LABORATORY,INC. WERE ENGINEERED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES AND TEST DATA PROVIDED BY THE MANUFACTURER LABORATORY No. 4760 B 2. THE ROLL-UP SHUTTERS SHOWN ON THIS PRODUCT EVALUATION DOCUMENT HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2017(6TH EDTION) REPORT NO.5ER 1,2005 2-3 FLORIDA BUILDING CODE(FBC)AND THE 2015 INTERNATIONAL BUILDING CODE(IBC).THESE ROLL-UP SHUTTERS SHALL NOT BE INSTALLED IN HIGH FILE NUMBER 05-418 VELOCITY HURRICANE ZONES(MIAMI-DARE COUNTY/BROWARD COUNTY).ROLL-UP SHUTTERS INSTALLED IN WIND ZONE 4(SEE FBC SECTION TESTING PROTOCOL:E330.E1886& 1609.1.2.2),OR ESSENTIAL FACILITIES SHALL MEET THE MINIMUM SEPARATION TO GLASS.DESIGN WIND LOADS SHALL BE DETERMINED AS PER El 996-02 SECTION 1609 OF THE ABOVE REFERENCED CODES,IN ACCORDANCE WITH ASCE 7-10,AND FOR A BASIC WIND SPEED AS REQUIRED BY THE WIDTH TESTED-120'O OP-140.0 PSF JURISDICTION WHERE THE ROLL-UP SHUTTERS WILL BE INSTALLED.THE ROLL-UP SHUTTERS ADEQUACY FOR IMPACT,DEFLECTION,AND FATIGUE 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 El 996, 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 UST OF REPORTS). REPORT NO.4 FILE NUMBER 05-418 3. LIMITATIONS OF USE: TESTING PROTOCOL:E330,E1886& ^q EI996-02 A THIS PRODUCT SHALL NOT BE USED IN HIGH VELOCITY HURRICANE ZONES(SEE FBC SECTION 202), WIDTH TESTED-97'O OP-45 PSF B. THIS PRODUCT IS QUALIFIED AS'NON POROUS'THEREFORE CUSS SEPARATION IS NOT REQUIRED EXCEPT FOR THE FOLLOWING LOCATIONS. LABORATORY No. 4740 DATE NOVEMBER 14,2005 A ESSENTIAL FACILITIES AS DEFINED IN ASCE 7-10 REPORT NO.3 X41 FILE NUMBER 05-418 3 Z-6 WHERE THE SPECIFYING AUTHORITY HAS SPECIFIED OPTIONAL ADDITIONAL PASS/FAIL CRITERIA IN ACCORDANCE WITH ASTM E1996 FOR TESTING PROTOCOL:E330,E1886-02& WIND ZONE 4 AS DEFINED IN ASTM E1996 WITH MODIFICATION BY THE FBC/IBC SECTION 1609.1.2.2(FBC:LOCATIONS WITH ULTIMATE EI996-02 y Fa WIND SPEED GREATER THAN 170 MPH). WIDTH TESTED-120'O DP-23 PSF X•Yn • INSTALLATION IN THESE LOCATIONS SHALL MEET THE MINIMUM SEPARATION TO GLASS TABLES ON SHEET 9.THE SEPARATION TO GLASS LABORATORY No. 4644 �3 MAY BE REDUCED BY USING STORM BARS ON SHEETS 18 TO 22 DATE:JUNE 17,2005 Yn REPORT NO.2 C. IN ON WITH INTERMEDIATE,ENO,AND CORNER MULLIONS REQUIRE A FLORIDA PRODUCT APPROVAL FOR USE WITH THIS TYPE OF FILE NUMBER 05-418 SHUTTER SYSTEM. TESTING PROTOCOL•E330,E1886-02& #g E1996-02 0. INSTALLATIONS SHALL NOT EXCEED THE MAXIMUM ALLOWABLE STRESS DESIGN(ASO)DESIGN RATINGS AND MAXIMUM SIZE LIMITS BELOW. WIDTH TESTED-281'O DP-60 PSF SLAT SPAN ULTIMATE DESIGN WIND LOADS DETERMINED BY THE FBC AND ASCE 7-10 SHALL BE REDUCED TO ASO By MULTIPLYING 0.6(SEE FBC SECTION LABORATORY No.4596 1609.1,2.4). DATE APRIL 29.2005 Z REPORT NO. I 38 PSF MAX.PRESSURE O 278'MAX.WIDTH FILE NUMBER 05-418 PICAL SINGLE UNIT ELEVATION 140 PSF MAX.PRESSURE 0 96'MAX.WIDTH 99PROTOCOL'E330.E1886-02& z w SINGLE SPAN UNIT INSTALLATION-N.TS SEE TABLES ON SHEETS 7 THROUGH E1 UGH 22 EI996-6-02 WIDTH TESTED- 2.5'O DP-80 PSF E IMPACT LEVEL D;9-1/4 LB LARGE MISSILE IMPACT. LABORATORY No. Q H . F. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL DATE:AUGUST 31,.20 2000 �O W B H. INCREASE IN ALLOWABLE STRESS(1.33)HAS NOT BEEN INCORPORATED INTO THE DESIGN OF THIS PRODUCT. FILEONUMBER 00-256 W Z Z-3 TESTING PROTOCOL:TAS 201 m 4. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT THE EXISTING STRUCTURE IS DESIGNED TO SUPPORT THE LOADS FROM STORM BARS TESTED:Zx2x1/4.2x3x1/8, 5_5 = THE SHUTTER SYSTEM AND MULLIONS.EXISTING STRUCTURES NOT ABLE TO SUPPORT THESE LOADS SHALL BE EVALUATED AS A SITE SPECIFIC 2.4.1/8,2.4x1/4 W!2--c a PRJECT.SEE NOTE 4 OF PRODUCT EVALUATION NOTES, AMERICAN TESTING LAB OF SOUTH FLORIDA, ' Lu�. Ty-SEE TABLES ON SHEET 9(EITHER DIRECTION) INC. K O LABORATORY No. 0928.01-09 G pC T CERTIFICATION No.09-0203.02 y-I TESTING PROTOCOL:E330-02,E1886-05 &EI996-05 214 Ty-SEE TABLES ON SHEET 9(EITHER DIRECTION) s f WIDTH TESTED=204'O DP=62 PSF V � $ NON-RETENTION TRACKS WIDTH TESTED=120.O DP=100 PSF J d A C 5. ALL ALUMINUM SHALL BE 6063-T6 ALLO ERWISE NOTED OR CAN BE REPLACED WTTH 6067-TES ALLOY). LABORATORY No. 0803.01-12 d DATE: OCTOBER 16,2012 �:L ? Z G 6 6. SHUTTERS MAY BE MOTOR,TAPE PULLEY,OR GEAR DRIVEN. CERTIFICATION 1 .2012 w Y3 01 7. SHUTTER MANUFACTURE'S LABELS SHALL BE IN ACCORDANCE WITH SECTION 1709.9 OF THE FLORIDA BUILDING CODE TESTING PROTOCO WIDTH TESTED=7YL'O2D-94.&203-94 P=50 PSF y PRODUCT EVawgnON NOTES: WIDTH TESTED-96'O DP-25 PSF C ia WIDTH TESTED-40'O OP-140 PSF 1. THIS PRODUCT EVALUATION DOCUMENT(P.EO.)PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE LABORATORY No. 0803.02-12 SPECIFIC PROJECT;I.E.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. DATE: OCTOBER 16,2012 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SELECTION,PURCHASE,AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON CERTIFICATION No.2650.07 YYY ---- SLAT SPAN ---- �---- SLAT SPAN SLAT SPAN THIS PRODUCT EVALUATION PRONGED AND SHALL NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. TESTING PROTOCOL'201-94,&203-94 WIDTH TESTED=180'O DP=65 PSF 3. THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. WIDTH TESTED-274'O DP-23 PSF WIDTH TESTED-102'O DP-140 PSF g 4. SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF 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,ACTINO LABORATORY No. 0803.03-12 1': •1§ TYPICAL MULTIPLE UNIT ELEVATION AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER.SHALL SUBMIT SITE SPECIFIC DRAWINGS FOR REVIEW. CEERTIFICATION No.ATE: OCTOBER92650.01 INTERMEDIATE MILLION REQUIRED FOR INSTALLATION•N.T.S. ANCHOR&FASTENING NOTES: TESTING PROTOCOL•201-94,202-94& O� 203-94 i 1. ALL FASTENERS SHALL BE CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 OR STAINLESS STEEL 304 OR 316 SERIES WITH 50 WIDTH TESTED-144'O OP-+45/-6D PSF O �Fj�JIJJ I' q KSI YIELD POINT AND 90 KSI ULTIMATE TENSILE STRENGTH. ,y LABORATORY No. 0803.04-12 y' 2. NO EMBEDMENT INTO NON-STRUCTURAL COMPONENTS SUCH AS,STUCCO,TILE.SIDING,ETC.SHALL BE CONSIDERED AS PART OF THE EMBEDMENT. GATE: OCTOBER 19,2012 �/ CERTIFICATION No.2650.01 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 lILTLL1111 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'O OP-25 PSF CV BETTER). WIDTH TESTED-72'O OP 50 PSF r CV WIDTH TESTED-48'0 DP-140 PSF �� '' EXISTING STRUCTURE(TYP) CONCRETE,FILLED CMU,HOLLOW CMU. TIMBER,ALUMINUM,OR STEEL 1 ° s ° ° - °• 5/16.0 TAPCON 0 12'O.C.(TYP) ' '• 0 :9.• BUILD-OUT HEADER . ° .. .. d• (OPTIONAL) ��s 1/4'0 SELF-TAPPING OR SMS® C.12'O. (TYP) a` SHUTTER HOUSING 'S 5/16'0 OR. 3/B'0 ANCHNCHOR, 1/4-14 SCREWS,OR 5/16-24 SCREWS(TYP) SLAT LOCK END CONNECTOR 1/4'MA% 1/4.0 TAPCON 1/4'MAX y §r g (SEE TRACK MOUNT TABLES EVERY OTHER SLAT AT,EACH END O B'O.C. yd ams ON SHEETS 10 do 11 FOR ' SPACING) 0.2'MIN 1/4.0 TAPCDN 5/8'0 ACCESS HOLE 5/8.0 ACCESS HOLE O 8'O.C. NON-RETENTION SLAT NON-RETENTION SLAT 5/8'0 OR 13/1 (SEE SLAT PERFORMANCE TABLE TABLE ACCESS H p) ENO-RETENT SHOWN 'TRACK (SEEON SHEET 7FOFOR 4-TRACK ON SHEET 7 FOR 3 OPEN FACE TRACK S ) 0.' nWALL MOUNT (OPTION lA) nWALL MOUNT (OPTION IB) nWALL MOUNT (OPTION 1C) + o 7U9'END4IETFNf1ON TRACK-N.TS. 7'NON•RETEMfTON TPAO(•N.TS. 9'NON•RETENTION TRAIX-N.TS. v Z� /2• 1 1/2' • STAGGERED STAGGERED a0 ac� • ° . `. LLS Uj � o - Lli 58MM SLAT Q • 3 SIDE RAIL/TRACK J a 5/16'0 TAPCON, ? 5/16'0 7APCON, 3/8'0 ANCHOR, c 3/8'0 ANCHOR, 1-y4- 1/4-14 SCREW,OR 1'x3' OPTIONAL STAGGERED VERTICAL BUILD-OUT 1 4-14 SCREW,OR OPTIONAL STAG ENT5/ifi-24 SCREW(TYP) 2'x3' / 2'x4' ATTACHMENT (OPTIONAL) 01 5/16-24 SCREW(TYP) 3•xq• (SEE 3'BUILD-OUT TABLES ON 3'x3' C (SEE 4'BUILD-OUT TABLES ON SHEETS 11 k 12 FOR SPACING) 4'x4' SHEETS 12& 13 FOR SPACING) 1/8'OR 1/4'WALL THICKNESS C 3 (SEE TRACK MOUNT TABLES.ON 1/4'0 SELF-TAPPING SMS(TYP) -TRACK SHO SHEEP 11 FOR THICKNESS) e END-RETENTIWN ON 1/8'OR 1/4•WALL THICKNESS OPEN FACE AND L$� TRACK (SEE TRACK MOUNT TABLES ON NON-RETENTION NOEN RETENTION FAC D SHEET 11 FOR THICKNESS) TRACKS SIMILAR L2'x2'xt/e'ALUM.(TYP) TRACKS SIMILAR ® ��•• ��� SLAT LOCK END CONNECTOR SLAT LOC'END CONNECTOR '• =q• 1qQ� LL•6 1/4-14 SCREW,OR EVENT OTHER SLAT AT EACH END f/4-14 SCREW,OR VERY OTHER SLAT AT EACH END '0' I/e'THICK ALUM ANGLE SILL •1' 2 J (SEE TRACK MOUNT ABLESCREW 9 5/76-24 SCREW(TYP) - (OPTIONAL) 0.2'MIN 0.2'MIN (SEE TRACK MOUNT TABLES ON SHEET 11 FOR SPACING) ON SHEET 11 FOR SPACING 5/B•0 ACCESS HOLE(TYP) ) 5/8.0 ACCESS HOLE(TYP) °. d•. v BUILD-OUT SILL % T A 4"BUILD-OUT(OPTION 2A) �3"BUILD-OUT(OPTION 2B) a BUILD-OUT SECTION (oPnoNAL) �''� g{ ��O ENPRETENTLON 8 NON-RETENTION-N.TS. EVDRETENTION BNON-RETENTION-N.TS. f3lDRETB4TION 8 NON-RETENfiON-N.T.S. ArAllll 1111\\\ N NOTE ACCESS HOLES FOR 3/8'ANCHORS ARE 13/16'0 CV N EXISTING STRUCTURE(TYP) CONCRETE,FILLED CMU,HOLLOW CMU, 5/16"0TAPCON(TYP) TIMBER,ALUMINUM,OR STEEL OPTIONAL STAGGERED OPTIONAL STAGGERED (ENDCAP SYSTEM ONLY) ATTACHMENT ATTACHMENT a 5/16"0 TAPCON,3/B"0 ANCHOR, 5/16"0 TAPCON,3/8"0 ANCHOR, 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) •' ° 4 OR 2"BUILD-IN TABLES ON (SEE 3"OR 2"BUILD-IN TABLES ON ° • SHEETS 16 TO 17 FOR SPACING) ° ° d SHEETS 15 TO 17 FOR SPACING) ' • n.. •° '... NOTE: - r NOTE: .'4. e•. g 55 SEE BUILD-IN TABLE SEE BUILD-IN TABLE R A ••eUt�tgU�lth1��. CORRESPONDING TO THE w 2'x4• CORRESPONDING TO w BUILD-IN WIDTH ACAINSi THE o e' •° THE BULLD-IN WIDTH w 2•z3• EXISTING STRUCTURE 3•x4' AGAINST THE ¢ a ' °. i � a • 4'x4' EXISTING STITUCTURE 3'x3' •��+° 1/8'OR 1/4'WALL THICKNESS •�' 1/8 OR 1 4'WALL / / SEE TRACK MOUNT TABLES ON THICKNESS(SEE TRACK SHEEP 11 FOR THICKNESS) a MOUNT TABLES ON •s. HUI • SHEET 11 FOR THICKNESS) Q s ° a Pi SLAT LOCK END CONNECTOR - SLAT LOCK ENO CONNECTOR 1' EVERY OTHER SLAT AT EACH END EVERT OTHER SLAT AT EACH END 3� 0.2'MIN 0.2"MIN Q END-REfENRON TRACK SHOWN,OPEN FACE END-RETENTION TRACK SHOWN,OPEN FACE 5/8.0 ACCESS HOLE(TYP) AND NON-RETENTION TRACKS SIMILAR5/B'0 ACCESS HOLE(TYP) AND NON-RETENTION TRACKS SIMILAR O 1/4-14 SCREW.OR 5/16-24 SCREW(TYP) Z (SEE TRACK MOUNT TABLES ON t 4-14 SCREW,OR 5/16-24 SCREW(TYP) •..co SHEET 11 FOR SPACING) MOUNT TABLES Q & co ON SHEEP R SPACING) S 4n /14",3",OR 2" BUILD-IN(OPTION 3A) 3",OR 2" BUILD-IN(OPTION 3B) 5/8'ACCESS HOLE(TYP) o w f:ND-RETENTION&TION-RETENTION-N.T.S. END-RETENTION&NON-RETENTION-N.T.S. A SHUTTER HOUSING W Z m� 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) o y (SEE TRACK MOUNT TABLES ON SHEET 11 FOR SPACING) Lu T13ox4x3/8'ALUM. L3'x3"x3/8'ALUM. 58MM SLAT C • 5/15-0 TAPCON,3/8.0 ANCHOR, •' '• •• Z 1/4-14 SCREW.OR 5/16-24 SCREW(TYP) •.• • (SEE 3/8' AN TABLE ON •. gg SHEETS 16&17 FOR SPACING) $ ~ 3 • 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) Q cn .. (SEE TRACK MOUNT TABLES) ° VERTICAL BUILD-IN r z A ON SHEEP 11 FOR SPACING SLAT LOCK END CONNECTOR & • 'A EVERY OTHER SLAT AT EACH END w • ,• 0.2"MIN .•. aT. �� 33. e END-RETENTION TRACK SHOWN,OPEN FACE • C8 F • ° a. AND NON-RETENTION TRACKS SIMILAR 4 ,• 5/6.0 ACCESS HOLE(TYP) .ay. e. � • SLAT LOCK END CONNECTOR •. •° S/16"O TAPCON,3/8.0 ANCHOR, • -' EVERY OTHER SLAT AT EACH END 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) y 4' (SEE 3/8'ANGLES TABLE ON 0.2'MIN SHEETS 16&17 FOR SPACING) 5/8.0 ACCESS HOLE(TYP) -0: END-RETENTION TRACK SHOWN,OPEN FACE -'!•T cam' i- AND NON-RETENTION TRACKS SIMILAR A L3x3x3/8 ANGLE BUILD-IN(OPTION 4A) nL3x4x3/8 ANGLE BUILD-IN(OPTION 4B) 10, BUILD IN SECTION ' END-RETENTION&NON-RETENTION-N.T.S. END-RETENTION&NON-RETE 11-N.T.B. B ENDRETENTION&TIOTI-RETENTION-N.T.S. �' A111/11�1llllI� NOTE: ACCESS HOLES FOR 3/8'ANCHORS ARE 13/16.0 u LV M BUILD-IN,BUILD-OUT,END, EXISTING STRUCTURE INTERMEDIATE MULLION OR CORNER MULLION CONCRETE.FILLED CMU,HOLLOW CMU, UP TO S50 LBS SHUTTER WEIGHT WITH:TIMBER,ALUMINUM,OR STEEL (4)5/16'0 TAPCONS OR UP TO 100 LBS SHUTTER WEIGHT WITH: UP TO 200 LBS SHUTTER WEIGHT WITH: (6) 1/4'0.1'SMS 4 (2)5/16'TAPCON OR (3)5/16.0 TAPCONS OR '• (3)1/4'00 SMS (4) 1/4'0.1'SMS a a a 1/4'0 SELF-TAPPING SMS(TYP) 5/16'0 TAPCON(TYP) - ---- ---- ---- ---- MOUNTING BRACKET �sa END-RETENTION B NON-PFTENTION INSTALLATION-N.T.S. STEEL BRACKET STEEL BRACKET STEEL BRACKET �I MOUNTING BRACKET INSTALLATION END-RETENTION®NON-RETENTIDN INSTALLATION-N.T.S. + BT Z 0 I4• O 3/16.0 ALUM.PDP-RIVETS Z.L.. W F. H y • ROLL FORM.030 TO.050 ALUM.HOOD GEAR PLATE OR W S- BACK SIDE MOTOR BRACKET C 4 r OC Z 7/16.0 ALUM.POP-RIVETS / m�= 1/4"0 TAPCON® IB•O.C.(TTP) L O= 018 SELF-TAPPING SMS O IB'O.C.(NP) ago F,a 1/8'HOOD ANGLE P 1/8'HOOD ANGLE 1?C SIDE RAIL �J 1/4.0 SELF-TAPPING SMS / M5.7 1/4'0 TAPCON O IB'O.C.(TYP.) W GEAR OR TUBULAR MOTOR DRIVE w. STEEL OR ALUM.TUBE 60MM CAP U $ 70MM UP TO 120 SF OR 180' 70MM J 100MM OVER 120 SF OR 180' CUSTOM HOOD WALL ATTACHMENT CUSTOM HOOD CEILING ATTACHMENT BEARING PLATE OR #IOx3/4'TEKS C END-RETEHTION®NON-RETENTION INSTALLATION.N.T.S. END-RETENTION B NON-RETENTION INSTALLATION-N.TS. IDLER SUPPORT C STD.OR ADJ.PIVOT OI BI ZZ C O�� CASTSIDE CAP 6'TO 14' 1 � 4 ROLL FORM.030 TO.050 ALUM.H000 \ ' FRONT 510E #10x3/4'TEKS =O' jl L•<T SIDE RP1L4 i O 1ip1 X07; END CAP COMPONENTS AND ASSEMBLY o.•' END-RETENTION&NON-RETENTION INSTALLATION•N.T.S. ��i •�"�O \�` Q01111101", ND-PETENf10N 8NON-RETENTION INSTALLATION-N.TS, � � 2.965' 0.312'-I 1.060' 810a 2 I/2'SMS SS 316 FH R LONGER L 1.364' ACETAL END CONNECTOR 0.085' yr 1 0.159" O 58 MM SLAT 0.062 O EO,.0.61' 0.057'0.316'1 T 0.800' �.2.130'0.725 1.051' 0.354'0.188' 3 0.057' 1 � 0,125- 0.252• s 0.070' O.OBo" 0.069' 0.159' a � --F I-- D.IOD t.tsD- o.ns- 1.z9r 0.100' 0.434- D.tzo s 1 6063-T6 ALUMINUM 3"SIDE RAIL '-L 3'NON-RETENTION TRACK-SCALE I:1 y 4 SIDE RAIL o � L�:- 0.100' 0.188- 4.000' MMM 3.245' 2.564' 1.291' •44 6063-T6 ALUMINUM 3 1/4"SIDE RAIL 0.231' 3 44'END-RETENTION OPEN FACE TRACK-SCALE 1:1 Z P.> 0.100' 0.125• 0.250• 3.245" 1.237' 0.070' 0.125' 0.775' 1Ea--�-•4"n 1.291' 0.725' 0.434" END CONNECTOR DETAIL ¢�rsTn 0.100. O.IBB' 0.187• END-RETENTION INSTALLATION-N.T.S. 0.125' }1- NYLON 6 END CONNECTOR gZ= 0.100• 0.125' 0.231' J 810.1.8M5 SS 316 FN +{ 0.120' OR LONGER d 1.,50• 0.070• 0.775" 6063-T6 ALUMINUM 4"SIDE RAIL FW-f3 0.1004'NON416TEN110N TRACK-SCAIE I:1 O 58 MM SLAT LLI 0.434' a 2697' 0.375 Wr 0.100' 0.188 0.400' 0.160• O ax - 6063-T6 ALUMINUM 3 1/4"SIDE RAIL O 11/4-END4IEIFNTION STANDARD TRACK•SCALE l:l OI` C k z 4 0.4)0• 2.288' 1.608' SLAT LOCK END CONNECTOR Wa 0.125• END-RETUMON INSTALLATION-SCALE 1:1 I S ^ 2.394' 2.697' loi, 0.562" SIDE RAIL jic `\\ '=g,0.203• 0.191• eSS6' to6063-T6 ALUMINUM 58MM SLATEND-RETENTION 9NON-RETENTION SIAT-SCALE I:1 7 EONOTES: MODULES OF ELASTICITY E 10000 K51 1 608" // Ej•MOMENT OF INERTIA I-.046 IN•'4/FTSECTIONALAREA A a 1.713 IN"2/FT SLAT END CONNECTOR SLACK(SUP) Slain_.25±.04 IN SLAT LOCK END CONNECTOR END CONNECTOR DETAIL N NC*RETENNON INSTALLATION-SCALE 1:1 END•RETENTION INSTALLATION-SWE1:1 NON-RETENT10N INSTALLATION-N.TS W CV ANGLE BUILD-INS(TYP) 1/4-14 SCREW,OR 5/16-24 SCREW (TYPICAL ATTACHMENT OR 4',3',OR 2'BUILD-INS(TYP) (TYP) (SEE BUILD-INS TABLES ON ALTERNATE ATTACHMENT) END MULLION END MUWON SHEETS 14 TO 17 FOR SPACING) END MULLION 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) (SEE 3/8'ANGLES TABLES ON SHEET 17 FOR SPACING) NOTE: NOTE END MULLION END MULLION 1/4-14 SCREW.OR INSTALLATIONS SHALL INSTALLATIONS SHALL NOTE: 5/16-24 SCREW(TYP) 3 HAVE A FLORIDA HAVE A FLORIDA END MULLION PRODUCT APPROVAL PRODUCT APPROVAL INSTALLATIONS SHALL (SEE TRACK MOUNT TABLES 7===� FOR THIS TYPE OF FOR THIS TYPE OF HAVE A FLORIDA ON SHEEP 11 FOR SPACING) SHUTTER SYSTEM SHUTTER SYSTEM PRODUCT APPROVAL FOR THIS TYPE OF A SHUTTER SYSTEM ULU END-RETENTION TRACK SLHOWN,OPEN FACE 1/4-14 SCREW,OR 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) y � 5/16-24 SCREW(TYP) (SEE TRACK MOUNT TABLES AND NON-RETENTION TRACKS SIMILAR(TYP) END-RETENTION TRACK SHOWN,OPEN FACE (SEE TRACK MOUNT TABLES END-RETENTION TRACK SHOWN,OPEN FACE ON SHEET 11 FOR SPACING) AND NON-RETENTION TRACKS SIMILAR(TYP) ON SHEET 11 FOR SPACING) AND NON-RETENTION TRACKS SIMILAR(TP) nTYPICAL END MULLION(OPTION 5A) WEND MULLION W/BUILD-INS(OPTION 5B) WEND MULLION W/ANGLES(OPTION 5C) END-RETENTION 8 NOWRETENTION-N.T.S. END-RETENTION 0 NON-RETENTION-N.T.S. ENDPETENf10N 8 NON•RETENTION-N.T.S. Z O ILLS Z� INTERMEDIATE MULLION INTERMEDIATE MULLION INTERMEDIATE MULLION iy~jN t� NOTE: SEE 14 SCR OR BUI EW'INS TOR ABLE51pN24 SCREW(TYP) NOTE: ANGLE BUILT-INS(T) �0 INTERMEDIATE INTERMEDIATE SHE 14 TO 17 FOR SPACING) INTERMEDIATE ( TYPICALATTACHMENT) c•Z 17 -1 mom= MUWON MULLION MUWON CREW,OR SON INSTALLATIONS SHALL INSTALLATIONS SMALL INSTALLATIONS SHALL SCREW(TYP) HAVE A FLORIDA HAVE A FLORIDA HAVE A FLORIDA 'ANGLES TABLES n' PRODUCT APPROVAL PRODUCT APPROVAL PRODUCT APPROVALT 17 FOR SPACING) IW FOR THIS TYPE OF FOR THIS TYPE OF FOR THIS TYPE OF •.{y J SH SYSTEM SHUTTER SYSTEM SHUTTER SYSTEM i/4-14 SCREW,OR 5/16-24 SCREW(TYP) SCREW(TTA LL1 (SEE TRACK MOUNT TABLES CK MOUNT TABLES WON SHEET 11 FOR SPACING) 4',3';OR 2'BUILD-INS(TYP) 11 FOR SPACING) LI 0 w.v AN BUILD-INS(TYP) J C (OPTIONAL ALTEflNATE ATTACHMENT) 61 d / END-RETENTION TRACK SHOWN,OPEN FACE C 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) AND NON-RETENTION TRACKS SIMILAR(TYP) END-RETENTION TRACK SHOWN,OPEN FACE Ck (SEE TRACK MOUNT TABLES AND NON-RETENTION TRACKS SIMILAR(TYP) W a� ON SHEET 11 FOR SPACING) ppS END-RETENNON TRACK SHOWN,OPEN FACE AND NON-RETENRON TRACKS SIMILAR(TYP) c TYPICAL INT.MULLION(OPTION 6A) INT.MULLION W/BUILD-INS(OPTION 6B) DINT. MULLION W/ANGLES(OPTION 6C) _ a _� Z= ENDREfENTI0N 9NON-NETENRON-NTS. EN.&NON-RETENTION-N.TS. EN6RETENTION&NON-RETENTION-N.TS. 1 Y1/1111111 !V CV C>D 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) (SEE BUILD-INS TABLES ON SHEETS 14 TO 17 FOR SPACING) ANGLE BUILD-INS(TYP) CORNER MULLION (TYPICAL ATTACHMENT OR ALTERNATE ATTACHMENT) 4',3',OR 2'BUILD-INS(TYP) CORNER MULLION 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) SHEET 18'ANGLES TABLES ON NOTE: 1/4-14 SCREW,ORCORNER MULLION INCORN STALLAER MU_ON TIONS SMALL NOTE: Nps; 5/16-24 SCREW(TYP) 'b6 HAVE A FLORIDA CORNER MUWON CORNER MULLION (SEE TRACK MOUNT TABLES PRODUCT APPROVAL INSTALLATIONS SHALL INSTALLATIONS SHALL ON SHEEP 11 FOR SPACING) FOR THIS TYPE OF HAVE A FLORIDA HAVE A FLORIDA 3 SHUTTER SYSTEM PRODUCT APPROVAL PRODUCT APPROVAL 4 F FOR THIS TYPE OF FOR THIS TYPE OF a)n SHUTTER SYSTEM SHUTTER SYSTEM _ i/4-14 SC0.EW,OR 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) END-RETENTION TRACK SHOWN,OPEN FACE END-RETENTION TRACK SHOWN,OPEN FACE 5/16-26 SCREW BLEB SEE TRACK MOUNT TABLES AND NON-RETENTION TRACKS SIMILAR(TYP) + (SEE TRACK MOUNT TABLES ( AND NON-RETENTION TRACKS SIMILAR(TYP) ON SHEET 11 FOR SPACING) END-RETENTION TRACK SHOWN,OPEN FACE ON SHEET 11 FOR SPACING) � AND NON-RETENTION TRACKS SIMILAR(TYP) 0 nTYPICAL CORNER MULLION(OPTION 7A) nCORNER MULLION W/BUILD-INS(OPTION 7B) nCORNER MULLION W/ANGLES(OPTION 7C) .�. END-PETEHRON&NON-PETENTION-N.TS. END-RETENTION&NON-RETENTION-N.TS. TND-RETENTION Q NON-RETENTION-N.TS taa m? SLAT PERFORMANCE �O w m a 4'NON-RETENTION TRACK �...O H J MAXIMUM DESIGN SLAT PERFORMANCE (STAGGERED) PRESSURE OF A SINGLE 3•NON-RETENTION TRACK UNIT SLAT WALL FOR ANY Lai HEIGHT ATTACHED AND MAXIMUM DESIGN a FOR ANY CONFIGURATION PRESSURE OF A SINGLE N egg 3 4 PRESSURE UNIT SLAT WALL FOR ANY -J �� gc SLAT SPAN HEIGHT ATTACHED AND PSF FOR ANY CONFIGURATIONcn 72' 65 G i 76' 58 SLAT SPAN PRESSURE 80' 52 PSF) vERncAL BUILD-OUT gq• 48 72' 65 OR BUILD-INIds 1' 43 76' 58 W 92' 40 84' 52 I _� 96' 36 84' 48 D 100 A34 88' 407 104' 92' 35108' 96' 30112'116' NOTE:THE NON-RETENTION STAGGERED SPACING DETAIL120• SLAT SPANS OR DESIGN OPTIONAL ATTACHMENT INSTALLATION-N.TS. i WIND LOAD SHALL NOT G'- EXCEED THE'SLAT i 4 CORNER MULLION ELEVATION NOTE:THE NON-RETENTION SLAT SPANS PERFORMANCE'TABLES FOR �7�q O SINGLE OR MULTIPLE MULLION INSTALLATIONS-N.T.S OR DESIGN WIND LOAD SHALL NOT ANY CONFIGURATION. EXCEED THE'SLAT PERFORMANCE' TABLES FOR ANY CONFIGURATION. it TAB CV �N 2-3 Ar-- lo^ 7— d:�2 Zut 2' 3' 2' EO I EO I II — - ----------�---- 0--- -- o --O--O--O�O 0--- it _O_-O--OTO _ �� y SLAT LOCK(TYP) go LI POLYCARBONATE 8UTT JOINT(TYP) I� Nz= SLAT SPAN uNn t I GROUPED VIEWPORT UNIT ELEVATION a^ �^ SINGLE OR MULTIPLE UNIT INSTALLATIONS•N.T.S. Z O TYPICAL VIEWPORT WINDOW DETAIL z ,SME GROUPED CONFIGURATION SHOWN ALTERNATING SIMILAR-N.T.S. H Vm HO d uFsi0-085" W s g mm VIEWPORT SLAT PERFORMANCEDO Z z POLYCPRBONATE WINDOW 1D"MIN.48'MAX.LENGTH g O S 2-3 END•RETENTION TRACKS ONLY —w '^ MAXIMUM DESIGN PRESSURE OF A NOTES: TENSILE YIELD STRENGT SINGLE UNIT SLAT WALL FOR ANY H ASTM D638 9,500 PSI MLu FLEXURAL STRENGTH AT YIELD ASTM D790 13.400 PSI L J HEIGHT ATTACHED WITH X3' FLEXURAL MODULUS ASTM D790 345.000 PSI NOTCHED IZOD ASTM D256 17 FT-LB/IN O 1.438 RATE OF BURNING ASTM D635 C-I CLASS Z iMNDOWS FOR ANY SELF IGNITION ASTMD1929 980'F LLI CONFIGURATION TENSILE STRENGTH AFIER WEATHERING ASTM D638 8,840 PSI .. so TENSILE STRENGTH BEFORE WEATHERING ASTM D638 8,880 Psi ;e V OW SLAT PRESSURE SPECIFIC GRAVITY ASTM D792 0.043 LB/IN' I.J � a ktz SF J C y 3 c4 120' 100 Oi i 126' 99 a" A M, 97 POLYCARBONATE VIEWPORT WINDOW SJ Z-6 138' 94 SABIC INNOVATIVE PLASTIC LEXAN 10 RESIN-SCALE 1:1 C y 144' 91 pL zo 5 _ 150, 86 W a b .188, 81 162' 77 0.375' I.D00' 0.899" g �d 0.410" 1`m 168' 73 WINDOW `S SLAT LOCK(TYP) 174• 69 CUTOUT SLAT SPAN 180' 66 o.t25" =p� 12 186' 63 ALTERNATING VIEWPORT UNIT ELEVATION 192• so SINGLE OR MULTIPLE UNIT INSTALLATIONS.N.TS. 198' Q 204' 0.203' 0.191' � NOTE: FOR ATTACHMENT DETAILS SEE SHEETS 2 THRU 7 NOTE:THE VIEWPORT SLAT SPANS OR DESIGN WINDT/ 11 IAAF LOADS SHALL NOT EXCEED THE'VIEWPORT SLAT 6063-T6 ALUMINUM 58MM SLAT I11111M� PERFORMANCE'TABLES FOR ANY CONFIGURATION. END•RETENTIDN VIEWPORT SLAT-SCALE 1:1 t CV C10 � LOADS ON EXISTING STRUCTURE FROM SHUTTER SYSTEM END-RETENTION TRACKS NON-RETENTION TRACKS Tx=PARALLEL LOADS(PLF) MINIMUM SEPARATION TO GLASS(INCHES)REQUIRED FOR MINIMUM SEPARATION TO CLASS(INCHES)REQUIRED FOR SLAT PRESSURE(PSF) INSTALLATION IN WIND ZONE 4 O ESSENTIAL FACILITIES INSTALLATION IN WIND ZONE 4 O ESSENTIAL FACILITIES SPAN 140 130 120 1110 100 90 80 70 60 50 40 30 SLAT PRESSURE(PSF) SLAT PRESSURE(PSF 36' 210 195 160 165 150 135 120 105 90 75 60 45 SPAN 140 130 120 110 100 90 80 70 60 50 40 30 SPAN 65 60 55 50 45 40 35 30 25 20 g 48' 280 280 240 220 200 180 1180 140 120 100 80 60 36' 2.3 22 20 2.0 20 20 2.0 2.0 2.0 2.0 20 20 56' 2.0 2.0 2.0 20 20 2.0 2.0 2.0 2.0 2.0 R 60' 798 652 513 367 250 225 200 175 150 125 100 75 48' 3.9 3.7 3.4 3.1 2.9 26 2.3 2.1 20 2.0 20 2.0 60' 2.2 2.1 2.0 2.0 20 2.0 2.0 20 2.0 2.0 S 7T 1780 1595 1410 1225 1040 854 888 482 296 150 120 90 60' 4.8 4.7 4.6 4.5 4.4 4.2 4.1 3.8 3.3 2.8 23 2.0 64' 2.9 2.7 2.4 2.2 20 2.0 2.0 20 2.0 2.0 84' 2859 2427 2184 1970 1738 1502 1276 1042 BOB 571 334 105 72' 5.4 5.2 5.1 5.0 4.8 4.7 4.6 4.5 4.3 4,2- 4.1 3.11 68' 3.7 3.4 3.1 2.8 2.5 2.3 2.0 2.0 2.0 20 96' 3483 3211 2938 2664 2382 2107 1823 1539 1282 978 889 401 84' 5.9 5.8 5.6 5.5 5.3 5.2 5A 4.9 4.8 4.6 4.5 4.3 72' 4.6 4.3 3.9 3.6 3.2 2,8 2.s 2.1 2.0_ 20 108' 4288 3975 3&54 3331 3007 2675 2349 2014 1686 1348 1009 670 96' 6.5 6.3 6:1 6.0 5.8 5.7 5.5 5.4 5.2 5.0 4.9 d.7 76' - 5.3 4.9 4.4 4.0 3.5 3.1 2.6 2.2 20 $ �_ 108' 7.1 6.9 6.7 6.6 6.4 6.2 6.0 5.8 5.6 5.5 5.3 5.1 80' - 6.0 5.4 4.9 4.3 3.8 3.3 2.7' 22 120' 5096 4727 4365 3993 1 3619 3236 1 2860 2473 1 2085 1696 1304 911 �•' 132' 5893 5478 SOBS 4844 .4211 3795 3388 2930 2490 2048 1594 1147 120' 7.8 7.8 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 2.6 137 8.6 -8.3 8.1 7.9 7.6 7.4 7,1 6.9 6,6 6.4 6.1 5.9 88• - - 7.1 6.3 5.8 4.8 4.0 32 yon 144' 5763 5293 4821 4345 3867 3377 2885 2389 1882 1372 156' 5941 5427 4902 4365 3832 3279 2730 2169 1595 144• 8.9 8.6 8.4 8.1 7.8 82 72 6.4 6.6 6.3 92 7.6 6.6 5.7 4.7 3.8 168• - - 6025 5450 4871 4279 3681 3071 2447 1817 156• 9.5 9.2 8.8 8.5 82 7.8 7.4 7.1 6.7 00 - 7.9 6.7 5.6 4.5 168• 10.1 9.7 9,3 8.9 8,5 BJ 7.6 7.2 100' 7.9 6.6 5.3 _ € 180' 5997 5368 4725 4076 3412 2733 2039 iB0' 10.7 1D.2 97 9.2 8.7 81 7.7 104' 9.3 7.7 d72 _ 192• 5884 5171 4470 3753 3012 2281 192 _ _ - - 11.3 10.7 10.1 9.5 8.9 8.2 108' 9.0 204' - - - 5623 4864 4094 3299 2484 204• - - 11.8 11.0 10.3 9,68.9 112216' W87 5257 4435 3586 2707216' 12.1 1133 10.4 9.5 116' - -228' - 5849 4178 3885 2938 228' 13.3 12.3 11.3 10.2 120' - - 240' 8040 5108 4152 3182 24T - - - 14.7 13.5 12.3 11.0 W y 252• - 5447 4438 3385 257 - 14.8 13.3 11.9 $ Y 264' - - 5788 4717 3809 264' - 16.2 14,6 12.9 Y Z pC 276' - - - - 5002 3833 276' - 15.913.9 .~�.�W co =EO= W2 LOADS ON EXISTING STRUCTURE FROM SHUTTER SYSTEM m�.a Tr=PERPENDICULAR LOADS(PLF) �Lu J SLAT PRESSURE(PSF) p 3&' 212 197 182 167 152 137 122 107 92 77 62 47 - uza 48• 282 282 242 222 202 182 162 142 122 102 82 62 >r- 60' 351 326 301 276 251 226 201 176 151 126 101 78. L; �s 3 $ 72 421 391 361 331 301 271 241 211 181 150 121 91 J C II ANCHOR Conaeb B FDed Hollow CMU Mood J 84' 491 450 420 3BB 350 315 281 246 211 176 140 106 F 96' 560 520 481 441 4D0 361 320 280 241 201 161 121 Min.Edge Min Ertb.Mm.Edge M1 Elrb.Mm.Edge Min Ent. pl 708' 631 585 541 496 451 405 361 315 271 228 181 436 7 1174' C 5116'ULTRACON HFH 312' 2' 312' 1 1!4' 2' 2 � 120' 701 650 601 551 501 450 401 350 300 250 2D0 151 _ _ C 132' 771 715 661 806 550 496 441 388 331 276 220 188 114'-20SIDEWALK BOLT W PANELMATE INSERT 312• 1314' 317 1114• 2' 2' 144' 721 660 600 540 481 420 360 301 240 180 114'PANELMATE PRO,PLUS,FEMALE,&WAS 2 VT 2' 212• 1 V4' T 156' - 715 651 588 520 456 390 328 261 195 318'SIDEWALK BOLT WI POWERS DROPIN 312' 1 12' 4' lig, W z e o 701 631 551 491 421 351 280 210 13� 180' - 675 601 525 451 376 301 225 192' 840 560 480 401 320 240 ��� ��'• 204' 596 510 426 340 255 216' - - 631 540 451 381 270 Z=;' 'A 228• - - 570 478 380 286 _': e * r W Q 240' - 600 500 40D 301 g x- 252' - s2s 421 316 R'. W 264' 330 G•. e _ 276' 481 7j/11111111\\`V ' � N 4:,77 a TRACK MOUNT TRACK MOUNT _ TRACK MOUNT END-RETENTION TRACKS END-RETENTION TRACKS END-RETENTION TRACKS MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE ��5 ANY HEIGHT ATTAC WALL FOR ANY HEIGHT ATTACHED WITH OF A SINGLE UN IT SLAT 5/16' COULTRACONHFH 6'O.C. 5118'HFH ELCO ULTRACON@4.O.C. WILL FOR ANY HEIGHT a � CONC.B HOLLOW CONC.B HOLLOW ATTACHED WITH TIMBER TIMBER 3/8'ELCOCONFLEX @8.O.C. di SLAT SPAN FILLED CMU CMBLAT SPAN CMU SLAT CMU CMU a P PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE CONC.d } � PSF PSF PSF PSF PSF PSF FILLED CMU ca- g SLAT SPAN 54' 140 140 140 84' 140 77 92 PRESSURE 57' 140 126 140 90' 140 68 81 (PSF) 60• 140 113 138 96' 130 61 72 98' 140 66' 140 92 111 102' 119 55 BS 102' 129 72' 140 77 93 108' 109 50 59 108' 119 + 78' 126 85 78, 114' 101 46 54 114' 110 z 84' 112 57 68 120' 94 43 50 120' 102 O 90' 100 50 59 128' 87 40 48 128' 95 96' 90 44 63 132- 82 37 43 132' 89 r 102' 82 40 47 138' 77 35 40 138' 64 Q sYia 108' 75 38 42 144' 72 32 38 144' 79 �O 114' 69 1 33 39 150' 68 30 35 150' 75 w a 120' 84 30 35 158• 65 29 33 158' 71 m== 128' 59 28 32 162' 61 27 31 162' 67 co 132' 55 26 30 168' 58 26 30 188' 64 +.Z.� 138• 52 24 28 174' 55 25 28 174' 81 .�. 23 20 180' 53 23 27 180' SB 4DC O 150' 48 21 24 188' 51 22 28 186' 56 Z 20 23 192' 48 21 24 192' 53 Lu 182' 41 19 22 198' 46 20 23 198' 51 168' 39 18 20 204• 45 1 20 22 204' 49 174' 37 17 19 210' 43 19 21 210' 47 J C 180' 35 18 18 216• 41 18 21 216' 46 C 186' 34 15 17 M. 40 18 20 222' 44 z 192' 32 15 17 228' 38 17 19 228' 42 198• 31 14 16- 234' 37 18 1 18 234' 41 C 204' 30 13 15 240' 36 16 18 240' 40 C � 210' 29 13 15 246' 35 15 17 24W 38 W q� 218' 27 12 14 252' 34 15 17 252- 37 222' 28 12 13 25B' 33 14 16 258' 36 228' 26 12 13 284• 32 14 15 284' 35 234' 25 11 12 270' 31 13 15 270' 34 _°�: �Cg LL• 240' 24 11 12 276' 30 13 15 276' 33 ?a; g 4 Q_ I NOTE:THE NON-RETENTION SLAT AND YIEWPORT SLAT SPANS OR DESIGN WIND LOADS SHALL NOT EXCEED THE'SLAT PERFORMANCE'TABLES ON SHEETS 7 AND 8 FOR ANY CONFIGURATION.' ''j�� Y• ••G.Q` //11111111% N O �, N 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- 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 RETENTION TRACKS WALL F D WITH WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED WITH WAIL FOR ANY HEIGHT ATTACHED WITH MAXIMUM DESIGN PRESSURE 14'-14 ELCO DRIL-FLD 5116'-24 ELCO DRIL-FLEX. 5116'ELCO ULTRACON HFH @ 6'O.C. 5116'HFH ELCO ULTRACON @ 4'O.C. OF A SINGLE UNIT SLAT WALL FOR ANY HEIGHT @ @ @ @4.O.C. @8'D.C. @6-O.C. @4'O.C. CONC. t84 CONC.B HOLLOW ATTACHEDWITH 8 O.C. 6 O.C. 4 O.C. TIMBER TIMBER '6 AL1ST 114'AL/ST 1/8'AL/ST 1/4'AL/ST 114'ALIST 114'AL/ST 114'AL/ST FILLED CMU FILLED CMU CMU 39 ELCO CONFLIX@8.O.C. SLAT SPAN SLAT SPAN SLAT SPAN SLAT SPAN PR E PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE CONC.B PSF (PSF) (PSF) (PSF) PS (PSF (PSF) (PSF) (PSF) (PSF) PS (PSF) FILLED CMU SLAT SPAN 84' 80 123 114 140 84' 105 135 140 57' 140 140 60' 140 128 140 PRESSURE W. 72 111 - 103 140 90' 94 121 140 60' 140 130 64' 140 107 132 (PSF) 8 q W 96' 65 100 94 140 96' 85 109 140 63' 140 114 68' 140 90 114 72' 140 77�� 102' 60 91 86 132 102' 77 100 140 66' 130 100 72' 140 78 99 76' 132 108' 55 83 79 122 108' 71 92 135 69' 117 74 88 76' 125 "68 86 80' 119 . 114' 51 77 73 113 114' 65 85 125 72' 105 fib 79 80' 112 59 76 84' 107 3 120' 47 71 68 105 120' 60 79 116 75' 95 58 71 84' 102 52 68 88' 98 e 126' 44 66 64 98 126' 56 73 109 78' 87 52 64 88' 92 47 fit 92' 90 Z 132' 41 62 60 91 132' 52 - 68 102 81' 80 47 58 92' 84 42 56 96' 83 O 138' 38 58 56 86 138' 49 64 96 84' 74 43 53 96' 78 38 51 100' 76 Z ME 54 53 81 144' 46 61 90 87' 68 39 48 100' 72 34 47 104' 71 LLA N 150' 34 51 50 76 150' 43 57 85 90' 63 36 45 104' 67 31 43 108 66 y 49 48 72 156' 41 54 81 93' 59 33 41 108' 62 29 40 112' 62 z 162' 31 46 45 69 162' 39 51 77 96' 55 30. 38 112' 58 27 37 116' 58 z W 168' 29 44 43 65 168' 37 49 73 99' 51 28 36 116' 54 25 34 120' 55 .1 174' 28 42 41 62 174' 35 46 70 - 102' 48 26 33 120' 51 23 32 124' 52 p y 180' 27 40 40 59 180' 33 44 67 105' 46 24 31 124' 48 21 30 128' 49 m 1 CL 186' 26 38 38 57 186' 32 42 64 108' 43 22 29 128' 46 20 28 132' 46 .ra 1-�W- 192' 24 36 36 54 192' 31 41 61 111' 41 21 28 132' 43 19 27 136' 1 44 C 2D4' 23 33 34 50 204' 28 37 56 117' 37 19 25 140' 39 17 24 144' 40 W 210' 22 32 32 48 210' 27 36 64 120' 35 18 23 144' 37 16 23 148' 38 216' - 21 31 31 46 216' - 26 35 52 123' 34 17 22 148' 35 15 22 152' 36 Lj 222' 20 30 30 45 222' 25 33 50 126' 32 16 21 152' 34 14 21 156' 35 _j a 228' 19 29 29 43 228' 24 32 49 129' 31 15 20 156' 33 14 20 160' 33 J 234' 19 28 26 42 234' 23 31 47 132' 29 14 19 160' 31 13 19 164' 32 C z 240' 18 27 27 40 240' 22 30 46 135' 28 14 18 164' 30 12 18 168' 31 �� 246' 16 26 26 39 246' 22 29 44 138' 27 13 17 168' 29 12 17 172' 30 C 252' 17 25 26 38 252' 21 28 43 141' 26 12 17 172' 28 11 17 176' 29 N 258' _ 17 24 25 37 258' 20 27 41 144' 25 12 16 176' 27 11 16 180' 28 Wy��'>} 264' 16 23 24 36 264' 20 26 40 �1�47' 24 11 15 180' 26 10 15 184' 27270' 16 23 23 34 270' 19 26 39 23 11 15 184' 25 10 15 188' 26276' 15 22 23 34 276' 19 25 38 22 10 14 188' 24 10 14 192' 25 `��CiE 110.� `tel=�W e * �O•� _ rd NOTE.THE NON-RETENTION SLAT AND VIEWPORT SLAT SPANS OR DESIGN WIND LOADS SHALL NOT EXCEED THE'SLAT PERFORMANCE'TABLES ON SHEETS 7 AND 8 FOR ANY CONFIGURATION. ''i���i #. •-�j�``,� ` 1111111 P CV CV r 4'BUILD•OUTS 4'BUILD-OUTS 4'BUILD-OUTS 4'BUILD-OUTS 3'BUILD-OUTS END-RETENTION.&NOW END-RETENTION&NON- END-RETENTION 8 NON-RETENTION TRACKS END-RETENTION&NOWRETENTION TRACKS END-RETENTION 8 NON-RETENTION TRACKS RETENTION TRACKS RETENTION TRACKS - - MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE OFA SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED WITH OF A SINGLE UNIT SLAT OF A SINGLE UNIT SLAT 1!4'-14 ELCO DRIL-FLEX. 5118'-24 ELCO DRIL-FLIX, 5/16-ELCO ULTRACON HFH @8'O.C. —. � WALL FOR ANY HEIGHT WALL FOR ANY HEIGHT ATTACHED WITH ATTACHED WITH @ 6'O.C. @ 6.O.C. @ 4'O.C. @ 4.O.C. @ 8'O.C. @ 6.O.C. @ 4'O.C. CONIC.& HOLLOW s TIMBER 3/8'ELCO CONFLEX@6'O.C. 3/8'ELCO CON LEX IVALIST 114'ALIST 1B4''AUST 1/4'AUST 1/4'AUST 1/4'Al/ST I1ALIST FILLED CMU CMU EX SLAT SPAN SLAT SPAN SLAT SPAN Z CONC.& CONIC.B PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE FILLED CMU FILLED CMU (PSF) PSF PSF PSF PSF PSF PSF PSF PSF PSF SLAT SPAN SLAT SPAN PRESSURE PRESSURE 56' 140 140 140 140 68' 109 131 140 57' a „3 140 129 140 (PSF) (PSF) 80' 120 140 140 140 72' 95 114 140 60' 140 110 128 g 91. 95 IDS' 138 64' 100 140 119 140 76' 83 101 139 W. 137 95 110 too' 101 112' 130 68' 84 123 102 140 80' 74 90 125 68' 122 83 - 96 ;. 104' 94 118' 122 72' 72 107 88 140 84' 66 81 1 114 69' 110 73 85 108' 88 120' 118 78' 62 94 77 129 88' 59 73 103 72' 99 65 76 112' 83 124' 110 80' 54 84 68 115 92' 53 67 95 75' 90 68 68 Z 116' 78 128' 104 S4' 48 75 BO 104 98' 49 81 87 78' 82 51 81 O 120' 74 132' 99 88' 43 68 54 95 too- 44 56 81 81' 75 46 58ME LLJ 124' 70 138' 95 92' 38 62 49 87 104' 41 52 75 84' 69 42 51 128' 68 140' 90 96' 34 56 44 BO 108' 38 48 70 87' 63 38 47 Q sn 132' 63 144' 87 100' 31 52 41 74 112' 35 45 66 90' 59 35 43 �Z 136' 60 148' 83 104' 28 48 37 68 116' 33 42 82 93' S5 32 40 .�. ... 140' 57 152' 79 108' 28 44 34 64 120' 31p31 58 N. S1 29 37 m= 144' 54 156' 76 112' 24 41 32 60 124' 29 55 99' 48 27 34 O y 148' 52 180' 73 118' 22 38 30 56 128' 27 52 102' 45 25 32 _ 152' 50 184' 70 120' 20 36 28 53 132' 25 49 105' 42 23 30 Lu_a 158' 48 168' 68 124' 19 34 26 50 138' 24 47 108' 40 22 28 �C 184' 44 178' 63 132' 17 30 23 45 144' 22 42 114' 36 19 25 W168' 42 180' 61 136' 16 29 22 42 148' 21 41 117' 34 18 24 172” 41 184' 59 140' 15 27 20 40 152' 20 28 39 120' 33 17 22 y 4 g 1 S 176' 39 188' 57 144' 14 26 19 3B 158' 19 25 37 123' W 16 21 J d mz 180' 38 192' 55 148" t3 25 18 37 160' 18 24 36 126' 30 15 20 184' 37 196' 54 15V184'13 23 18 35 184' 17 23 34 129' 28 14 19 C z 188' 35 200' 52 158' 12 22 17 34 168' 18 22 33 132" 27 14 18 Flu 192' 34 2D4' 51 160' 11 21 16 32 172' 16 21 32 135' 28 13 17 C 198' 33 208' 49 184' 11 21 15 31 178' 15 20 31 138' 25 13 17 C , 200' 32 212" 48 188' t0 20 15 30 180' 14 19 30 141' 24 12 161 �AYs 204' 31 218' 48 172' 10 19 14 29 184' 14 19 29 144' 23 11 15 \\ 210' 30 222' 45 176' t0' 18 14 28 189' 13 18 27 14T 22 11 15 216' 29 228' 43 180' 9 18 13 27 19fi' 13 17 26 150' 22 10 1411 222' 28 237' 40 184' 9 17 13 26 204' 12 16 24 153' 21 10 14 O.'.S %� 4 . .r NOTE:THE NON—RETENTION SLAT AND WL-WPORT SLAT SPANS OR DESIGN WIND LOADS SHALL NOT EXCEED THE'SLAT PERFORMANCE'TABLES ON SHEETS 7 AND 8 FOR ANY CONMURAMON. N 3'BUILD-OUTS 3'BUILD-OUTS 3'BUILD-OUTS 3'BUILD-OUTS 3'BUILD-OUTS 3'BUILD-OUTS END-RETENTION&NON-RETENTION TRACKS END-RETENTION&NON- END-RETENTION&NON. END-RETENTION 8 NON- END-RETENTION&NON-RETENTION TRACKS END-RETENTION&NON-RETENTION TRACKS RETENTION TRACKS RETENTION TRACKS RETENTION TRACKS MAXIMUM DESIGN PRESSURE OFASINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OFASINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OFASINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE g WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED WITH 6116'HFH ELCO ULTRACON @4'O,C. OFASINCIE UNIT SLAT OFASINGLE UNIT SLAT OF ASIN(YE UNIT SLAT 1W-14 ELCO DRIL-FLEX 5116'-24 ELCO DRIL-FLEX. 1g R WALL FOR ANY HEIGHT WALL FOR ANY HEIGHT WALL FOR ANY HEIGHT CONC.B HOLLOW ATTACHED WITH ATTACHED'A1TH ATTACHED WITH @ 6'O.C. @ 6'O.C. @ 4'O.C. @ 4'O.C. @ B'O.C. @ 6'D.C. @ 4'O.C. TIMBER FILLED CMU CMU 3R'ELCO CONFLIX @ 8'O.C. 318'ELCO CONFLIX @ 6'O.C. 3�8'ELCO CONFLIX @ 4'O,C. UB'RUST iM'MUST 118'RUST 114'MUST 114'AL/ST 114'PLIST 114'AL/ST $ SLAT SPAN SUIT SPAN SLAT SPAN PRESSURE PRESSURE PRESSURE CONC..B CONIC. Ca NC.& PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PSF PSF PSF FILLED CMU FILLED CMU FILLED CMU PSF PSF. (PSF) PSF PSF PSF (PSF)) �� �@ SLAT SPAN SLAT SPAN SLIT SPAN 3= 60' 140 125 140 PRESSURE PRESSURE PRESSURE 56' 140 140 140 14D 69' 104 122 140 64' 140 104 125 (PSF) (PSF) (PSF) 60' 118 140 136 140 72' 90 107 140 6B' 140 88 107 72' 135 84' 124 96' 140 64' 98 134 114 140 70' 79 94 126 72' 129 75 93 76' 120 88' 113 100' 133 68' 82 115 98 140 87 70 83 113 76' 114 65 82 83' 107 92' 104 104' 124 72' 1 70 100 84 131 84' 62 75 102 80' 102 57 72 84' 97 96' 96 108' 117 76' 61 88 73 117 88' 56 68 93 28 84' 92 50 64 88' 88 100' 89 112' 110 W. 53 79 64 105 92' S0 62 85 88' 84 45 58 R1223' 81 104' 83 116' 104 84' 47 70 57 95 96' 46 56 78 = 92' 76 40 52 74 108' 78 120' 98 88' 41 63 51 86 10D' 42 52 72 p 96' 70 36 48 69 112' 73 124' 93 92' 37 58 46 79 104' 38 48 67 100' 65 33 44 64 116' 69 12B' 88 96' 33 52 42 72 108' 35 44 63' au 104' 60 30 40 59 120' 65 132' 84 100' 30 48 39 67 112' 33 41 59 Q w N 108' 56 28 37 56 124' 61 135' 80 104' 27 44 35 62 116' 31 39 55 = 112' 52 25 34 92 128' 58 140' 76 108' 25 41 33 58 120' 29 36 52 116' 49 23 32 49 132' 55 144' 73 112' 23 38 30 54 124' 27 34 49120' 46 22 30 46 136' 52 148' 70 116' 21 36 28 50 128' 25 32 46 g O S 124' 44 20 28 128' 44 140' 50 152' 67 120' 20 33 26 47 132' 24 30 44 Z a 128' 41 19 - 132" 41 144' 48 156' 64 124' 18 31 24 45 136' 22 29 42 _ 132' 39 18 25 136' 39 148' 45 160' fit 128' 17 29 23 42 140' 21 27 40 136' 37 17 23 140' 37 152' 43 164' 1 60 132' 16 28 21 _40 144' 20 26 38 O 140' 35 16 22 144' 36 156' 42 168' 57 136' 15 1 26 20 1 38 148' 19 25 36 Z 144' 34 15 21 148' 34 160' 40 172' 55 ,140' 14 25 19 36 152' 18 24 35 L&J 148' 32 14 20 152' 32 164' 38 176' 53 144' 13 24 18 34 156' 17 22 33 152' 31 13 19 156' 31 16B' 37 180' 52 148' 13 23 17 33 160' 17 22 32 J21 � 3 c 156' 29 13 18 160' 30 172' 36 184' S0 152' 12 22 16 31 164' 16 21 31 J a - 1S0' 28 12 17 164' 29 176' 34 188' 48 156' 1.1 21 16 30 168' 15 20 29 pl 164' 27 1 12 17 168' 28 1B0' 33 192' 47 160' 11 20 15 29 172' 15 19 28 168' 26 11 16 172' 26 184' 32 196' 45 164' 10 19 14 28 176' 14 18 27 172' 25 11 15 176' 26 188' 31 200' 44 168' 10 18 14 27 180' 14 18 26 p . 176' 24 10 15 180' 25 192' 30 204' 43 172' 10 17 13 26 184' 13 17 25 160' 23 10 14 184' 24 198' 29 216' 39 176' 9 17 13 25 189' _ 13 16 24 yg o£ 16d' 22 9 14 188' 23 204' 27 228' 36 180' 9 16 12 24 196' 12 15 23 � o i8B' 22 9 13 192' 22 210' 26 237' 34 1B4' 8 16 12 23 204' 11 14 22 1�VI C=am• q 6 NOTE:THE NON-RETENTION SLAT AND VIEWPORT SLAT SPANS OR DESIGN WIND LOADS SHALL NOT i I1G•: . rQ F EXCEED THE'SLAT PERFORMANCE'TABLES ON SHEETS 7 AND 8 FOR ANY CONFIGURATION. % •• `�: 7F7111I 1 RL��j M r s 4'BUILD-INS 4'BUILD-INS 4'BUILD-INS 4'BUILD-INS 4'BUILD-INS 4'BUILD-INS END-RETENTION&NON-RETENTION TRACKS END-RETENTION&NON.RETENTION TRACKS END-RETENTION&NOW END-RETENTION&NOW END-RETENTION&NON. END-RETENTION&NOWRETENTION TRACKS MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF ASINGLE UNIT SLAT RETENTION TRACKS RETENTION TRACKS RETENTION TRACKS MAXIMUM DESIGN PRESSURE OF ASINGLE UNIT SLAT - - MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE MAXIMUM DESIGNPRESSURE WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED WITH 3 5116'ELCO ULTRACON HFH @ 6.O.C. 5116'HFH ELCO ULTRACON @ 4.O.C. OF A SINGLE UNIT SLAT OFASINGLE UNIT SLAT OF ASINGLE UNIT SLAT 114'-14 ELCO DRIL-FLEX WALL FOR ANY HEIGHT WALLFORANYHEIGHT WALL FOR ANY HEIGHT CONC.& HCLLOW CONC.& HOLLOW ATTACHED WITH ATTACHED WITH ATTACHED NTH @6.O.C. @6.O.C. @4.O.C. @4'O.C. TIMBER TIMBER FILLED CMU CMU FILLED CMU CMU 3B'ELCO CONFLIX @ B'O.C. ?B'ELCO CONFLIX @ 6'O.C. 3B'ELCO CONFLIX @ 4'O.C. 1B'AL15T 114'AL/ST 1B'ALIST 174'ALIST � SLAT SPAN SLAT SPAN SLAT SPAN J'+M PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE CONC.& CONC.& CONC.& PRESSURE PRESSURE PRESSURE PRESSURE ' (PSF) (PSF) (PSF) (PSF) PSF -(PSF)T 1SLAT SPAN SLAT SPAN SLAT SPAN FILLED CMU FILLED CMU FILLED CMU (PSF) (PSF) (PSF) (PSF) �j 540 123 140 60' 140 124 140 PRESSURE PRESSURE PRESSURE 56' 133 140 140 140 60' - 140 107 130 64' 140 105 140 (PSF) (PSF) (PSF) 60' 109 140 126 140 �i 32 63' 140 93 115 68' 140 90 122 72' 136 84' 129 96' 140 64' 91 132 107 140 g ii 66' 133 82 103 72' 140 78 108 76' 122 Be 119 100' 140 68' T7 115 92 140 g 69' 121 73 93 76' 1 134 1 68 96 80' 110 92' 110 104' 134 72' 66 1 101 79 1 135 $§ 72' 110 65 84 1' 121 61 S7 84' 1 101 96' 102 108' 126 76' 57 89 69 121 75' 100 58 76 1' 111 54 79 88' 92 100' 95 112' 119 80' 50 80 62 109 78' 93 1 53 70 88' 102 49 72 1 92' 85 104' 89 116' 113 84' 44 73 55 100 81' 86 48 64 92' 94 44 66 96' 79 108' 84 120' 107 88' 39 66 49 91 O 84' 80 43 59 96' 87 40 61 100' 73 112' 79 124' 102. 92, 35 60 44 84 Z 87' 74 40 55 100' 81 37 56 104' 68 116' 74 128' 97 96' 32 55 41 76 F y 90' 69 37 51 104' 75 34 52 108' 64 120' 70 132' 92 100' 29 51 37 72 Q 9!y 93' 65 34 47 108' 124'31 49 112' 60 124' 67 136' 88 104' 27 47 34 67 =:2k 1= 96' 61 32 45 112' 66 1 29 46 116' 56 128' 63 140' 85 108' 1 24 44 31 63 O W 99' 58 29 42 116' 62 27 43 120' 53 137 60 144' 81 112' 22 41 29 59 m _ 102' 55 27 39 120' 59 25 41 124' 50 136' 67 148' 78 116' 21 39 27 56 O Z 105' 52 1 25 37 1 124' 56 24 38 1 128' 48 140' 1 55 152' 75 120' 19 36 25 52 m d 108' 49 24 35 128' 53 22 36 132' 45 144' 53 156' 72 124' 18 34 24 50 rb 111' 47 23 33132' 51 21 34 136' 43 148' 50 160' 69 128' 17 32 22 47 �j J 114' 45 O 117' 43 2D 30 140' 46 19 31 144' 39 156' 46 168' 65 136' 15 29 20 43 +� 120' 41 19 29 144' 44 18 30 148' 3B 167 45 172' 62 140' 14 28 _ 19 41 W 123' 39 18 27 148' 42 17 28 152' 36 164' 43 176' 60 144' 13 27 18 39 126' 37 17 % 152' 40 16 -27 156' 35 168' 41 180' SB 148' 12 25 17 37 .ul $ 129' 36 16 25 156'_ 39 16 26 160' 33 172' 40 184' 56 152' 12 24 16 36 J 132' 34 16 24 160' 37 15 25 164' 32 176' 39 1B8' 55 156' 11 23 16 34 co z 13Y 33 15 23 164' 36 14 24 168' 31 180' 37 192' 53 160' 11 22 15 33 C 138' 32 14 22 168' 34 14 23 177 30 184' 36 196' 51 164' 10 21 14 32 - 141' 31 14 21 172' 33 13 22 176' 29 188' 35 200' 50 168' 10 20 14 30 C 144' 30 13 21 f176' 32 13 22 180' 28 192' 34 204' 49 172' 9 20 13 29147' 29 13 20 31 12 21 164' 27 198' 32 216' 45 176' 9 19 132812 19 3012 % 1B8' % %4' 31 2%' 41 1B0' 9 18 12 27153' 27 12 19 29 11 19 192' 25 210' 30 23T 39 184' 8 18 12 % A dt NOTE:THE NON-RETENTION SLAT AND VIEWPORT SLAT SPANS OR DESIGN WIND LOADS SHALL NOT i o•• Q� � EXCEED THE'SUIT PERFORMANCE'TABLES ON SHEETS 7 AND B FOR ANY CONFIGURATION. ///1111 I1I11&A � � N r s 4'BUILD-INS 3'BUILD•INS 3'BUILD•INS 3'BUILD-INS 3'BUILD-INS 3'BUILD-INS END•RETENTION&NON-RETENTION TRACKS END-RETENTION&NON-RETENTION TRACKS END•RETEN ION TRACKS END-RETENTION&NON- END-RETENTION&NON- _ END•RETENTION&NON- RETENTION TRACKS RETENTION TRACKS RETENTION TRACKS MAXIMUM DESIGN PRESSURE OF ASINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OFA SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF ASNC4-E UNIT SLAT MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE B WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED WITH 5jW.LOR ANY HEIGHT ATTA 5116'•24 ELCO DRIL-FLEX 9 16'16'ELCO ULTRACON HFH @ 6.O.C. 9FH ELCO ULTRAC @ 4.O.C. OFA SINGLE UNIT SLAT OFA SINGLE HET OF ASINGLE UNIT SLAT IGH WALL FOR ANY HEIGHT WALL FOR ANYY HEIGHT WALL FOR ANY HEIGHT @ 8.O.C. @ 6.O.C. @ 4'O.C. CONC.& HOLLOW CONIC.& HOLLOW ATTACHED WITH ATTACHED WITH ATTACHED WITH $ 114'ALIST 114'AUST 114'ALIST FILLED CMU CMU TIMBER FILLED CMU CMU TIMBER 30 ELCO CONFLEX @ 8.O.C. 318'ELCO CONFLEX @ 6'D.C. 318'ELCO CONFLEX @ 4'O.C. �. b72 SLAT SPAN SAT SPAN PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE CONIC.& CONC.B CONC.B (PSF) (PSF) (PSF) (PSF) PSF PSF PSF PS (PSF FILLED CMU FILLED CMU FILLED CMU SLAT SPAN SLAT SPAN SLAT SPAN N 101 120 140 57 140 119 140 60' 140 118 140 PRESSURE PRESSURE PRESSURE 88 106 140 60' 140 102 124 64' 140 99 131 (PSF) (PSF) (PSF) 78 94 128 63' 137 89 109 68' 140 85 114 72' 140 84' 134 96' 140 69 84 115 66' 123 78 98 7T 135 74 1D0 76' 126 88' 123 100' 140 BO62 76- 105 69' 1 112 1 69 87 76' 121 65 89 80' 114 92' 114 104' 138 88' 55 70 97 7T 102 62 79 80' 110 57 80 84' 104 96' 106 108' 130 92' 51 63 89 75' 93 56 72 84' 10D 51 73 88' 96 100' 99 V1228' 123 96' 47 58 82 78' 86 50 66 88' 92 46 66 9T 88 104' 93 116 O 100' 43 54 76 81' 79 46 60 92' 85 41 61 96' 82 108' 87 110 Z�yy,,�� 104' 40 50 71 84' 73 41 56 96' 79 38 56 100' 76 112' 82 105 h 108' 37 47 67 8T 69 38 52 100' 73 35 52 104' 71 116' 78 100 11T 34 43 63 90' 64 35 48 104'- 68 32 48 108' 67 120' 73 95116, 32 41 59 93' 60 32 45 108' 64 29 45 112' 63 124' 70 91W120' 30 39 56 96' 66 30 42 112' 60 21 42 116' 59 128' 66 87 m124' 28 36 53 99' 53 28 •39116' 56 25 40 120' 56 132' 63 84 p N 128' 27 34 50 10T 50 26 37 120' 53 24 37 124' 53 136' 60 148' 80 0�0,�d 132' 25 33 48 105' 47 24 35 124' 51 22 35 128' S0 14T 58 152' 77 yea J 136' 24 31 45 108' 45 23 33 128' 48 21 33 132' 48 144' 35 156' 74 RI 72O 144' 22 28 41 114' 41 20 30 136' 43 19 30 140' 43 152' 51 164' 69 ,Z. 148' 21 27 40 117' 39 19 26 140' 41 18 29 144' 41 1 156' 1 49 168' 1 67 „ 152' 20 26 38 120' 1 37 18 27 144' 40 17 27 148' 40 160' 47 172' 65 LJ 156' 19 25 36 123' 36 17 26 16 26 152' 38 164' 45 176' 62 J 160' 18 24 35 126' 34 16 25 152' 36 15 25 156' 37 168' 44 180' 60 164' 17 23 34 129' 33 16 23 15 24 160' 35 172" 42 184' 59 C 168' 17 22 33 132' 31 15 22 160' 34 14 23 164' 34 - 176' 41 188' 57 , z 172' 16 21 31 135' 30 14 22 164' 32 13 22 168' 33 180' 39 192' 65 C u 176' 15 20 30 138' 29 13 21 168' 31 13 21 172' 32 184' 38 196' 53 �g5 180' 15 19 29 141' 28 13 20 172' 30 12 20 176' 3D 188' 37 200' 52 C V8 184' 14 19 28 144' 27 12 19 176' 29 12 20 180' 29 192' 36 204' 50 1 189' 14 18 Z714T 26 12 19 160' 28 11 19 184' 28 198' 34 216' 46 196' 13 17 26 150' 25 11 18 184' 27 11 18 188' 27 204' 33 228' 43 204' 12 16 24 153' 25 11 17 168' 26 10 18 192' 27 210' 31 237 41 C) F O i t7 A NOTE:THE NON-RETENTION SUIT AND MEWPORT SLAT SPANS OR DESIGN WIND LOADS SHALL NOT EXCEED THE'SLAT PERFORMANCE'TABLES ON SHEETS 7 AND 8 FOR ANY CONFIGURATION. W N r 3'BUILD-INS 3'BUILD-INS 2'BUILD-INS W/1/4'WALLS&318'ANGLES 2'BUILD-INS W/114'WALLS&31B'ANGLES END-RETENTION&NON-RETENTION TRACKS END-RETENTION&NON-RETENTION TRACKS END-RETENTION&NON-RETENTION TRACKS END-RETENTION&NON-RETENTION TRACKS MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT - WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED WITH 'NALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED WITH 8 114'-14ELCOORIL-FLEX 5116'-24'ELCO DRIL-FLEX 916'ELCO ULTRACON HFH @6.O.C. Sib'HFH ELCO ULTRACON@ 4.O.C. 5.$a @ 6'O.C. @ 6'O.C. @ 4.O.C. @ 4'0.0. @ 8.O.C. @ 6.O.C. `@ 4.O.C. CONC.& HOLLOW TIMBER CONC.& HOLLOW TIMBER 118'AUST 114'ALIST 11B'ALIST 114'ALIST 114'ALIST 1/4'ALIST 114'AUST FILLED CMU CMU FILLED CMU CMU SLAT SPAN SLAT SPAN SLAT SPANSLAT SPAN PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE 56' SF) (PSF) PSF (PSF)- PSF PSF (PSF PSF) SF PSF (PS (PSF (PSF y lit, 133 140 140 140 68' 104 123 140 57' 140 112 132 60' 140 110 139 > 60' 110 140 128 140 72' 91 109 140 60' 140 97 115 Be 140 93 120 64' 92 135 109 140 76' 80 97 132 63' 126 84 102 68' 135 79 104 68' 78 118 93 140 80' 72 88 119 66' 113 74 90 72' 121 69 92 , 72' 67 1 104 1 81 139 1 84' 1 65 1 79 109 69' 1 102 1 65 81 1 76' 1 109 1 60 82 76' 58 93 71 125 88' 59 72 100 72' 93 58 73 _8D' 98 53 73 m 80' 51 83 63 113 92' 53 66 92 75' 85 52 67 84' 89 47 66 84' 45 76 57 103 96' 49 61 86 7B' 78 47 61 88' 82 42 60 Z 88' 40 69 51 95 100' 45 57 BO 81' 72 43 56 97 76 38 55 C 92' 36 63 46 87 104' 42 52 75 84' 67 39 51 96' 70 35 51 Z y�j 96' 33 58 42 B1 108' 39 49 70 87' 62 36 48 100' 65 32 47 �N 100' 30 54 39 75 112' 36 46 66 90' 58 33 44 104'. 61 29 44 Q O y 104' 27 50 36 70 116' 34. 43 62 93' 54 30 41 108' 57 27 41 0 108' 25 47 33 66 120' 32 41 58 9fi' 51 28 38 112' S3 25 38 LLA 112' 23 43 31 62 124' 30 38 56 99' 48 26 36 116' 50 23 36 m�i; 116' 22. 41 29 58 128' 28 36 53 107 45 24- 34 120' 48 22 34 �O 120' 20 3B 27 55 137 27 34 50 105 43 23 32 124' 45 20 32 ao~d 124' 19 36 25 52 136' 26 33 48 108' 41 21 30 121r 43 19 30 Hca H J 128' 18 34 24 50 140' 24 31 46 111' 39 20 28 132' 41 18 29 C 136' 16 31 21 45 148' 22 28 42 117' 35 18 26 140' 37 16 26 Z Lu 140' 15 29 20 43 152' 21 27 40 120' 34 17 25 144' 35 15 25 1 144' 14 1 28 1 '19 41 156' 20 26 39 123' 32 16 23 148' 34 15 24 V � $ 148' 13 27 18 39 160' 19 25 37 126' 31 15 22 152' 32 14 23 J d 152' 13 26 17 38 164' 19 24 36 129' 30 14 21 156' 31 13 22 156' 12 25 17 36 168' 18 23 34 132' 28 14 21 160' 30 13 21 C 160' 11 24 16 35 172' 17 22 33 135' 27 13 20 164' 29 12 20 - 164' 11 23 15 33 176' 17 22 32 138' 26 13 19 166' 28 12 19 ,C 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 Wg 176' 10 20 13 30 189' 15 19 29 14T 24 11 17 180' 25 10 17 180' 9 20 13 29 196' 14 18 27 150' 23 11 16 184' 24 10 17 i� 184' 9 19 13 28 204' 13 17 26 153' 22 10 16 188' 23 1 10 a p.,. �. MAIp' a= g o-0 NOTE:THE NON-RETENTION SLAT AND VIEWPORT SLAT SPANS OR DESIGN WIND LOADS SHALL NOT • G 1 EXCEED THE.'SLAT PERFORMANCE'TABLES ON SHEETS 7 AND 8 FOR ANY CONFIGURATION. 111111 N r- 2'BUILD-INS W/1/4'WALLS&316'ANGES 2'BUILD-INS WI 114'WALLS&3!6'ANGLES 7BUILD-]NSW IWINALLS&3T ANGLES 2'BUILD-INS WI 114'WALLS 8318•ANGLES END-RETENTION 8 END-RETENTION& END-RETENTION&NON-RETENTION TRACKS END-RETENTICN&NON-RETENTION TRACKS NON-RETENTION TRACKS NON-RETENTION TRACKS MAXIMUM DESIGN PRESSURE OFASINGLE UNIT SLAT MAXIMUM DESIGN RtESSURE OFASINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A WALL FOR ANY HEIGHT ATTACHED WTH WALL FOR ANY HEIGHT ATTACHED WITH SINGLE UNIT SLAT WALL FOR ANY SINGLE UNIT SLAT WALL FOR ANY '1/4'•14 ELCO DRIL-FLEX 5116-24 ELCO DRIL-FLEX HEIGHT ATTACHED WITH HEIGHT ATTACHED WITH 318'ELCO CONFLIX @ B'O.C. Sr ELCO CONFLEX @ 6'O.C. @6'O.C. @6'D.C, @4'O,C. @4'O.C. @B'O.C. @6'O,C. @4'O.C. 1B'P1/5T 114'N-IST 118'Al1ST 114'ALIST 114'ALIST 1f4'ALST 114'ALIST - CONSLAT SPAN SLAT SPAN C.&FILLED CONC.B FILLED PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE SLAT SPAN CMU SLAT SPAN CIVIL! (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) y PRESSURE(PSF) PRESSURE(PSF) 56' 125 140 140 140 68' 95 112 140 �+ 60' 103 140 119 140 77 84 99 131 8g 68' 140 77 140 64' 86 124 101 140 76' 74 88 117 72' 126 76' 140 68' 73 108 86 140 80' 66 79 106 76' 113 80' 129 72' 1 62 1 95 75 124 84' 59 72 97 BO' 102 84' 118 76' S4 84 66 112 88' 54 65 89 84' 93 88' 108 BY 48 76 58 101 97 49 60 62 89' 85 92' 100 84' 42 68 52 92 96' 45 55 76 p 9Y 79 96' 93 88' 37 62 47 85 1D0' 41 51 71 r 96' 73 100' 87 97 34 57 42 78 104' 38 47 66 100' 68 104' 82 96' 30 52 39 72 108' 35 44 62 104' 63 108' T7 100' 28 48 35 67 112' 33 41 58 106' 59 117 72 104' 25 45 33 63 116' 31 39 55 112' 56 116' 68 108' 23 42 30 59 120' 29 36 52 116• 52 120' 64 112' 22 39 28 55 124' 27 35 49 g O S 120' 50 124' 61 116' 20 37 26 52 128' 26 33 47 � d 124' 47 128' 58 120' 19 35 25 49 132' 24 31 44 128' 44 132' 55 124' 17 33 23 47 136' 23 29 �42 128' 16 31 22 44 140' 22 28 40 K OCG 136' 40 140' 51 13Y 15 29 20 42 144' 21 27 39 z 140' 39 144' 48 135' 14 28 19 40 148' 20 26 37 Lu 144' 37 148' 46 140' 14 27 18 38 152' 19 24 35 �p W. 148' 35 157 45 144' 13 25 17 36 156' 18 23 34 J e 25 152' 34 156' 43 148' 12 24 17 35 160' 17 23 33 J C e 156' 32 160' 41 152' 12 23 16 34 164' 17 22 32 OI 160' 31 164' 40 156' 11 '22 15 32 168' 16 21 30 �_ z 164' 30 168• 39 160' 11 21 14 31 172' 16 20 29 IL 168' 29 172' 37 164' 10 20 14 30 176' 15 19 28 172' 28 176' 36 168' 10 20 13 29 1S0' 14 19 27 C � 176' 27 180' 34 172' 9 19 13 28 164' 14 18 26 W =a a 180' 26 197 31 176' 9 18 12 27 189' 13 17 25 3 184' 25 204' 29 180' 9 18 12 26 196' 13 16 24 m 189' 24 216' 25 184' 8 17 11 25 204' 12 15 23 -�'ul .�t NOTE:THE NON-REIENRON SLAT AND%IEWPORT SLAT SPANS OR DESIGN WIND LOADS SHALL NOT i Q'•• EXCEED THE'SLAT PERFORMANCE'TABLES ON SHEETS 7 AND 8 FOR ANY CONFIGURATION. 7/7IIIII111\� �. N r ANCHOR(TYP)- (SEE CONNECTION ANGLE CAPACITY ON SHEET 19) 1/4'0 OR 5/16.0 ULTRACON®12'O.C. WITF/C4P 1/B"ANGLE(TYP) E 1/4.0 DRIL-FLEX OR BOLT 18 (SEE CONNECTION ANGLE CAPACITY ON SHEET 19) ANCHOR(TYP) NOTE: (SEE CONNECTION ANGLE CAPACITY ON SHEET 19) SECTION FOR THE WALL k' MOUNT IS SHOWN.HEADER S • SIMILAR TO SILL CAN BE 1/8•THICK ALUM.ANGLE UP TO 2500 LBS 4„ USED.WITHOUT CAP OR 1/4"THICK ALUM.ANGLE UP TO 6500 LBS + • ANGLE (SEE CONNECTION ANGLE ON SHEET 19) • • 1/4"0 GRIL-FLEX OR BOLT 5 n •' (SEE CONNECTION ANGLE CAPACITY ON SHEET 19) ® Qto + ® + SLAT SPAN �� SLAT SPAN + SHUTTER SPAN a O 2 SPAN SINGLE UNIT ELEVATION SINGLE UNIT WITH STORM BAR INSTALLATION-N.T.S. 1ZW-•N ~O� SHUTTER HOUSING •.. E m 18 SHUTTER HOUSING i 58MM SLAT rg C 58MM SAT w Lu O d STORM BAR STORM BAR C (SEE TABLES ON SHEETS 20 TO 22) b (SEE TABLES ON SHEETS 20 TO 24) Z 1/8•THICK ALUM.ANGLE UP TO 2500 LBS 1/8"THICK ALUM.ANGLE UP 70 2500 LBS W 1/4'THICK ALUM.ANGLE UP TO 6500 LBS 1/4'THICK ALUM.ANGLE UP TO 6500 LBS a vi (SEE CONNECTION ANGLE ON SHEET 19)(TYP) (SEE CONNECTION ANGLE ON SHEET 19) Li 1/4'0 DRIL-FLEX OR BOLTJ j ^ (SEE CONNECTION ANGLE CAPACITY ON SHEET 19) - 1/4'0 DRIL-FLEX OR BOLT(SEE CONNECTION ANGLE CAPACITY ON SHEET 19) ANCHOR(TYP) (SEE CONNECTION ANGLE CAPACITY ON SHEEP 19) F01 i ® ® 19 e NOTE: .. . .. SECTION FOR THE SILL IS SHOWN.HEADER OPTION IS ^ ' SIMILAR WITHOUT CAP OR 1 � N ANGLE L EXTEND SILL UNDER SHUTTER OR USE SLAT SPAN---�+—SLAT SPAN t STAT SPAN • 1/8'CAP TUBE OR ANGLE ATTACHED WITFI�� SHUTTER SPAN 1/4.0 SELF-TAPPING SMS®12.O.C. 1\ i 3 OR MORE SPAN SINGLE UNIT ELEVATION 1/4"0.5/16.0 ULTRACON(TP) SINGLE O Ly a _ E BUILD-IN SECTION BUILD-OUT SECTION (SEE CONNECTION TABLES ON SHEET 19) sroRM eAn tNsrauanoN-N.rs. _ . E STORM BAR INSTALLATION-N.TS. �� NOTES: • STORM BARS CAN BE USED ON MULTIPLE UNIT INSTALLATIONSIL �j� j •• •••' • STORM BARS CAN BE USED TO REDUCE MINIMUM SEPARATION TO GLASS Y�11 dl1 r 10 VPNlEso 4N STORM BAR ,It,�I�0s�sa 6d � (SEE TABLES on SHEETS zo THRU 22) � 1/8-THCK ALUM.ANGLE UP TO 2500 LES p' �N SNOTE:HUTTER NOT 1/4'HICK ALUM.ANGLE UP TO 6500 LBS (SEE CONNECTION ANGLE TABLES ON HIS SHEET) SHOWN CLARITY FOR �pN• Zd J I OPTIONAL I 1/4'0 DRIL-FLEX OR BOLT(TYP) INTERIOR (SEE CONNECTION ANGLE TABLES ON THIS SHEET)ANGLE / ATTACHIAENTAR i 1/4-0,5/16.0 ULTRACON(TYP) � (SEE CONNECTION TABLES ON HIS SHEET) I' \—`1 I I{ o n I LL -t- 18------------- ------------------------------- OR Ed N. y Z r / OR Ed MIN. SPA= 10d t ld(TYP) 1/4'0'OR 5/16"0 ULTRACON 0 Zm I / MIN. W m q,� OFTICNAL FlLLET � �� ,�.,� nOPTIONAL STORM BAR INSTALLATION-N.T.S.NBUILD-OUT SILLMEADER CONNECTION _m? TE o= ti� z qp a � BUILDOUT SILLIHEADER CONNECTION CAPACITY 'Ed CONCRETE&FILLED CMU HOLLOWCMU HOOD CONNECTION ANGLE LBS EACH ANGLE LBS EACH ANGLE LBS EACH ANGLE z STORM BAR INSTALLATION-N.T.S. 1890 3 114'ULTRACON 1050 3 114•ULTRACON 900 3 114'ULTRACON ••• 2520 4 114'ULTRACON 1400 4 114'ULTRACON ..1200 4)114'ULTRACON - 2080 2 SI16-ULTRACON 1790 3)5116'ULTRACON 1770 3)5116'ULTRACON NOTES: (4)5116'ULTRACON J • SEE STORM BAR CONNECTION CAPACITY TABLE FOR REQUIRED ANCHORS,USE CENTER ANCHOR 3120 3)MIS'ULTRACON 1720 4)5116•ULTRACON 2360 nmz SPACING AND LOCATIONS WHEN REQUIRED. 4160 (4 5116'ULTRACON 2150 (5)5116'ULTRACON 2950 (5)5116'ULTRACON �p 3T 5200 (5)5116'ULTRACON 2580 (6)5116'ULTRACON 3540 (6)5116'ULTRACON C • SEE STORM BAR END LOAD ON MAXIMUM DESIGN PRESSURE STORM BAR TABLES FOR HE REQUIRED 3440 B 5116'ULTRACON 4720 8 916'ULTRACON MINIMUM CONNECTION CAPACITYd c CONNECTION ANGLE CAPACITY 2REQUIRED) o CONCRETE&FILLED CMU HOLLOWCMU WOOD VWMINALUMINUM 1l4'MINALUMINUM 1 ® [ DESIGN LOAD ANCHORS REQUIRED DESIGN LOAD ANCHORS REWIRED DESIGN LOAD I ANCHORS RN IRED DESIGN LOAD ANCHORS REQUIRED DESIGN LOAD ANCHORS REWIRED LBS EACH ANGLE LBS EACH ANGLE LBS EACH ANGLE LBS EACH ANGLE BS EACH ANGLE 1260 1 114'ANCHORS 700 1 1l4'ANCHORS 600 1 V4'ANCHORS 1320 1 114-14 DRIL-FLEX 2120 1 114.14 DRIL-FLEX 6•• 2520114'ANCHORS 1400 2 114'ANCHORS 1200 2 114'ANCHORS 2640 2 114-14 DRIL-FLEX 4240 2 114-14 DRIL-FLEX 2080 (1) 'ULTRACON 860 1)5116'ULTRACON 1180 1)5116'ULTRACON 3960 (3)19-140RIL-FLEX 6360 (3)114.14 DRIL-FLEX 4160 2)916'ULTRACON 1720 (2)916'ULTRACON 2360 2 916'ULTRACON 1240 (1)114 THRU BOLT 2500 1 114 THRU BOLT i- 2D20 1)318.OROPIN 2580 (3)916'ULTRACON 3540 3)916•ULTRACON 2460 2)114 THRU BOLT 50002)114 THRU BOLT d L• '� 4040 2 2J8'DROPIN 3440 (4)916'ULTRACON 4720 (4)916-ULTRACON 3760 (2)3R THRU BOLT 3760 1)318 THRU BOLT R nrnn111 N 4T �' El a o a MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A 2'X2'X114'STORM BAR 6063-T6-2 SPANS 2'X3'X118'STORM BAR 6063.76-2 SPANS 2'X4'X118'STORM BAR 6063.76-2 SPANS 2-X471I8'STORM BAR 6063•T6-2 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 NADTH LENGTH PRESSURE END LOAD DEFLECTION SPAN WOTH LENGTH PRESSURE ENDLOAD DEFLECTION SPANIMDTH LENGTH PRESSURE ENDLOAD DEFLECTION SPAN WDTH LENGTH PRESSURE END LOAD DEFLECTION UPTO UP TO (PSF) (LB) Y(IN) UPTO UPTO (PSF) (LB) Y(IN) UPTO UPTO (PSF) (LB) Y(IN) UPTO UPTO (PSF) (LE) Y(IN) 42' 140 766 1.2 42' 140 766 1,0 66' 140 1203 1.1 54' 131 1658 1.0 (� 48' 140 875 15 48' 140 875 1.2 72' 132 1238 1.1 60' 106 1491 1.1 54' 140 984 1.8 54' 140 984 1.4 78' 113 1148 1.1 66' 87 1346 1.1 .. 60' 117 914 2.1 60' 125 977 1.7 1' 97 1061 1.1 72' 73 1232 1.1 30' 66' 96 825 2.4 30' 66' 103 885 1.8 30' S4' 90' 85 996 1.1 78' 63 1152 1.1 72' 81 759 2.8 72' 87 816 1,8 96' 74 925 1.1 84' 54 1063 1.1 78' 67 680 3.1 78' 74 752 1.8 102' 66 877 1.1 90' .47 991 1.1 �ffi aN 84' 54 591 3A 84' 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' 37 885 1.1 96' 36 450 3.4 96' 49 613 1.8 120' 48 750 1.1 108' 33 835 1.1 42' 140 919 12 42' 140 919 10 66' 131 1351 1.1 48' 140 1750 0.8 61. 48' 140 1050 1.5 48' 140 1050 1.2 72' 110 1238 1.1 54' 118 1659 1.0 54' 120 1013 1.8 U. 129 1088 1.4 78' 94 1146 1.1 60' 95 1484 1.1 Z 60' 97 909 2.1 60' 104 975 1.7 84' 81 1063 1.1 68' 79 1358 1.1 O 36' 66' 80 825 2.4 36' 66' 86 867 1.8 36' fi0' 90' 71 998 1.1 72' 66 1238 1.1 72' 68 765 2.8 72' 72 810 1.8 96' 62 930 1.1 78' 56 1136 1.1 LLJ 78' 56 683 3.1 78' 62 756 1.8 102' 55 877 1.1 84' 49 1072 1.1 L H 84' 45 591 3.4 84' 53 696 1.8 108' 49 827 1.1 90' 42 984 1.1 90' 37 520 3.4 90' 46 647 1.8 114' 44 784 1.1 96' 37 925 1.1 Ir O 96' 30 450 3.4 96` 41 615 1.8 120' 40 750 1.1 102' 33 877 1.1 m a 42' 140 1072 12 42' 140 1072 1.0 66' 112 1348 1.1 42' 140 1684 0.7 C Z 46' 130 1138 1.5 48' 140 1225 12 72' 94 1234 1.1 48' 135 1856 0.8 m d 54' 103 1014 1.8 54' 110 1083 1A 78' 81 1152 1.1 54' 107 1655 1.0 LU f?A 60' 83 908 2.1 60' 89 973 1.7 84' 69 1057 1.1 60' 87 1495 1.1 66' 69 830 2.4 66' 74 890 1.8 90' 60 984 1.1 66' 72 1361 1.1 4� 72' 58 761 2.8 72' 62 814 1.8 96' 53 928 1.1 72' 60 1238 1.1 Z 78' 48 683 3.1 78' 53 754 1.8 102' 47 874 1.1 78' 51 1140 1.1 . L 84' 39 597 3.4 84' 46 704 1.8 108' 42 827 1.1 84' 44 1059 15 M r. a. 90' 31 5D9 3.4 90' 40 656 -1.8 114' 38 790 1.1 90' 38 980 1.1 LIQ 3 96' 26 455 3.4 96' 35 613 1.8 120' 34 744 1,1 96' 34 935 1.1 J 42' 140 1225 1.2 42' 140 1225 1.0 66' 98 1348 1.1 42' 140 1838 0.7 48' 114 1140 1,5 48' 122 1220 1.2 72' 83 1245 1.1 48' 124 1860 0.8 C i 54' 90 1013 1.8 54' 97 1091 1.4 78' 70 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 C 66' 60 825 2.4 66' 65 894 1.8 90' 53 994 1,1 66' 66 1361 1.1 Bj 48' 48' 48' 72' �} 72' 51 765 2.8 72' 54 810 1.8 96' 47 940 1.1 72' 55 1238 1.1 78' 42 683 3.1 78' 46 748 1.8 102' 41 871 1.1 78' 47 1146 1.1 W �K 84' 34 595 3.4 84' 40 700 1.8 108' 37 833 1.1 84' 40 1050 1.1 1 � 90' 27 SOfi 3.4 90' 35 656 1.8 114' 33 784 1.1 90' 35 984 1.1 96' 23 460 3.4 96' 31 620 1A 120' 30 750 1,1 96 31 930 1.1 DEFLECTION Y `0`.. y�� O i i'1•e O•. �4 ' /j/I1111111�T�V NOTE:USE DEFLECTIONS PROVIDED WHEN DETERMINING MINIMUM SEPARATION TO GLASS O N N MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A _ 2'X4'Xl/4'STORM BAR 6063-T6)-2-SPANS 2'X4'X1/4'STORM BAR 6063-T6-2 SPANS 7X2'X1/4'STORM BAR 6063.76)-3 OR MORE SPANS 2'X3'X118'STORM BAR(6063-76)-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 WDTH LENGTH PRESSURE END LOAD DEFLECTION SPANVt1DTH LENGTH PRESSURE END LOADDEFLECTION SPAN WIDTH LENGTH PRESSURE END LOAD DEFLECTION 6 UP TOUPTO (PSF) (LB) YIN) UPTO UPTO (PSF). (LB) Y(IN) UPTO UPTO (PSF) (LB) Y(IN) UPTO UPTO (PSF) (LB) YIN) 66' 140 1925 0.8 54' 140 2559 0.7 42' 140 704 12 42'- 140 704 1.0 75' 136 2125 0.8 1. 131 2661 0.8 48' 140 805 1.5 48' 140 805 1.2 84' 108 1890 0.8 66' 108 2413 0.8 54' 140 905 1.8 54' 140 906 1A 93' 88 1705 0.8 72' 91 2218 0.8 60' 128 920 2.1 60' 137 985 1.7 102' 73 1551 0.8 78' 77 2033 0.8 66' 105 830 2.4 66' 113 893 1.8 48' 111' 62 1434 1.0 78' 84' 67 1905 0.8 30 72' 89 768 2.8 30' 72' 95 819 1.8 ? 120' 53 1325 1.1 90' 58 1767 0.8 78' 74 691 3.1 78' 81 757 1.8 129' 46 1236 1.3 96' 51 1658 0.8 84' 59 594 3.4 84' 70 704 1.8 ° 138' 40 1150 1.5 102' 45 1554 0.8 90' 48 518 3.4 90' 61 658 1.8 147' 35 1072 1.7 108' 40 1463 0.9 96' 40 460 3.4 96' 53 610 1.8 66' 140 2166 0.8 54' 140 2756 0.7 42'" 140 845 12 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 93' 79 1722 0.8 72' 84 2205 0.8 60' 106 914 2.1 60' 114 983 1.7 O 102' 65 1554 0.8 84- 78' 72 2048 0.8 36, 66' 88 835 2.4 36, 66' 94 892 1.8 Lu 111' 55 1431 1.0 84' 62 1899 0.8 72' 74 766 2.8 72' 79 818 1.8 120' 47 1322 1.1 90' 54 1772 0.8 78' 61 684 3.1 78' 68 762 1.8 W, � 129' 41 1240 1.3 96' 47 1645 0.8 84' 49 592 3.4 84' 58 70D 1.8 r z ae 138' 36 1164 1.5 102' 42 1562 0.8 90' 40 518 3.4 90' 51 660 1.8 147' 31 1066 1.7 108' 37 1457 0,9 96' 33 455 3.4 96' 45 621 1.8 66' 140 2406 0.8 54' 140 2953 0.7 42' 140 986 1.2 42' 140 986 1.0 O N 75' 109 2129 0.8 60' 113 2648 O.B 4B' 140 1127 1.5 48' 140 1127 12 41 Lu 84' 87 1903 0,8 66' 94 2423 0,8 54' 113 1023 1.8 54' 121 1096 1.4 93' 71 1720 0.8 72' 79 2222 O.B 60' 91 916 2.1 fi0' 98 986 1.7 102' 59 1567 0.8 66' 5 83 2 4 66' 81 097 1.8 111' S0 1445 1.0 84' 58 19D3 0.8 72' 63 761 2.8 72' 6B 821 1.8 Z 120' 42 1313 1.1 90' S0 1758 0.8 78' S3 693 3.1 78' 58 759 1.8 ...- 129' 37 1243 1.3 96' 44 1650 0.8 84' 42 592 3.4 84' 50 704 1.8 m g a 138' 32 1150 1.5 102' 39 1654 0.6 90' 34 513 3.4 90' 43 649 1.8 1j X91 3 i 147' 28 1072 1.7 10B' 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 z 84' 72 1890 0.8 60' 106 2650 0.8 54' 98 1014 1.8 54' 106 1097 1A 93' 59 1715 0.8 66' 88 2420 0.8 60' 80 920 2.1 60' 86 989 1.7 C S 77 102' 49 1562 Ob �, 72' 74 2220 0.8 48' 66' 66 835 .2.4 48' 66' 71 898 1.8 111' 41 1422 1.0 78' 63 2048 0.8 72' 55 759 2.8 72' 59 814 1.8 Wag 120' 35 1313 1.1 84' -54 1890 0.8 78' 46 688 3.1 78' 51 762 1.8 k' o 129' 31 1250 1.3 90' 47 1763 0.8 84' 37 596 3.4 64' 44 708 1.8 138' 27 1164 1.5 96' 41 1640 0.8 90' 30 518 3.4 90' 38 656 1.8 1 ({ o 147' 24 1103 1.7 102' 37 1573 0.8 96' 25 460 3.4 96' 33 607 1.8 ` DEaP FLECTION Y =ra�• 4�•g =C tl CC j tooa 14. �.; NOTE:USE DEFLECTIONSPROVIDED WHEN DETERMINING MINIMUM SEPARATION TO GLASS 7j71 b41 47V MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A 2'X4'X1/B'STORMBAR 6063-T6)-3 OR MORE SPANS 2X4'X1/8'STORM BAR(6063-T6).3ORMORE SPANS 2'X4'X1/4'STORM BAR(6063-T6).3ORMORE SPANS 2'X4'Xi14'STORM BAR 6063-T6-3 OR MORE SPANS AVERAGE STORM BAR DESIGN STORM BAR STORM BAR AVERAGE STORM BAR DESIGN STORM BAR STORM BAR AVERAGE STORM BAR DESIGN STORM BAR STORM BAR AVERAGE STORM BAR DESIGN STORM BAR STORM BAR 3 SPAN WIDTH LENGTH PRESSURE END LOAD DEFLECTION SPAN WDTH LENGTH PRESSURE ENDLOAD DEFLECTION SPAN WIDTH LENGTH PRESSURE END LOAD DEFLECTION SPAN WDTH LENGTH PRESSURE ENO LOAD DEFLECTION UPTO UPTO PSF) (LB) Y(IN) UPTO UPTO (PSF) (LB) Y(IN) UPTO UPTO (PSF LB) YIN) UPTO UPTO (PSF) (LB) Y(IN) / 66' 140 1107 1.1 54' 140 1630 1.0 66' 140 1771 0.8 54' 140 2355 0.7 ��• ' 72' 140 1208 1.1 60' 116 1501 1.1 75' 140 2013 0.8 60' 140 2616 0.8 � 78' 123 1149 1.1 66' 96 1366 7.7 84' 118 1900 0.8 66' 118 2426 0.8 84' 106 1057 1.1 72' 80 1242 1.1 93' 97 1729 0.8 72' 99 2220 0.8 90' 93 1003 1.1 78' 68 1144 1.1 102' 80 1564 0.8 78' 85 2065 0.8 3 30' 54' d8' 78' r a 96' 81 932 1.1 - 84' 59 1069 1,1 111' 68 1447 1,0 84' 73 1910 0.8 � 102' 72 880 1.1 90' 57 990 1.7 120' 5B 1334 1.1 90' 63 1766 0.8 t e 108' 64 828 1.1 96' 45 932 1,1 129' S0 1236 1.3 96• 56 1674 0.8 $ 114' 58 792 1.1 102' 40 880 1.1 1 138' 44 1164 1.5 102' 49 1557 0.8 120' 52 748 1.1 108' 36 838 1,1 147' 39 1099 1.7 108' 44 1480 0.9 66' 140 1328 1.1 48' 140 1610 0.8 66' 140 1992 0.8 54' 140 2536 0.7 72' 121 1252 1.1 S4' 129 1669 1.0 75' 132 2135 0.8 60' 133 2677 0.8 + 78' 103 1155 1.1 60' 104 1495 1.1 84' 105 1902 0.8 66' 110 2435 0.8 84' 89 1075 1.1 66' 86 1360 1.1 93• 86 1725 0.13 72' 92 2222 0.8 O 36' 90' 77 996 1.1 60' S4'72' 72 1242 1.1 102' 71 1562 0.8 78' 79 2067 0.B �g B4' w 96' 68 938 1.1 78' 62 1159 7,7 111' 60 7436 1,0 84' 68 1916 0.8 1---y 102' 60 880 1.1 84' 53 1067 1.1 120' 52 1346 1.1 90' 59 1781 0.8 Q W- 108, 108' 54 838 1.1 90' 46 992 1.1 129' 45 1252 1.3 96, 52 1674 0.8 hs-0 ICC 114' 48 787 1.1 96' 4/ 943 1.1 138' 39 1160 1.546 1574 0.8 or 120' 43 742 1.1 102' 36 880 1.1 147'. 34 1078 1.7 108102'' 41 1485 0.9 m 66' 123 1361 1.1 42' 140 1550 0.7 66' 140 2214 0.8 54' 740 2717 0.7 g C=, = 72' 103 1244 1.1 48' 740 1777 D.8 75' 119 2138 0.8 60' 124 2674 0.8 m►-a 78' 88 7151 1.1 54' 117 1665 1.0 84' 95 1912 0,8 66' 102 2419 0.8 Lu 84' 76 1071 1.1 60' 95 1502 1.1 93' 77 1716 O.B 72' 86 2225 0.8 90' O 96' 58 934 1.1 72' 66 1252 1.1 111' 54 1436 1.0 90' 84' 63 1902 Ob Z 102' 51 872 1.1 78' 56 1151 1.1 120' 46 1323 1.1 90' 55 1779 _0.8 W 108' 46 833 1.1 84' 48 1063 1.1 129' 40 1236 1.3 96' 48 1656 0.8 R 'iL 114' 41 784 1.1 90' 42 995 1.1 138' 35 1157 1.5 102' 43 1576 0.8 J S 120' 37 745 1.1 96' 37 936 1.1 147' 31 1092 1.7 108' 38 1475 0.9 g 66' 108 1366 1.1 42' 140 1691 0.7 66' 128 2429 0.8 48' 140 2576 0.6 471 3$ z 72' 90 1242 1.1 48' 136 1877 0.8 75' 99 2135 0.8 54• 140 2898 0.7 78' 77 1151 1.1 54' 107 1661 1.0 84' 79 1908 01 60' 116 26680.8 `m B4' 66 1063 1.1 60' 67 1501 1.1 93' 64 1711 0.8 66' 96 2429 0.8 C 90' 58 1001 1.1 66' 72 1366 1.1 102' S4 1584 0.8 72' 81 2236 0.8 OI z} 48' 72' 72' 96' 96' 51 938 1.1 72' 60 1242 1.1 117 45 1436 1.0 7B• 69 2063 0.8 W m 102' 45 880 1.1 78' 51 1144 1.1 120' 39 134fi 1.1 84' 59 1900 0.8 o 108' 40 828 1.1 84' 44 1063 1,1 129' 33 1224 1.3 90' 52 1794 0.8 'T H 114' 36 787 1.1 90' 39 1009 1.1 138' 29 1151 1.5 96' 45 1656 0.8 ``�5 120' 33 759 1.1 96' 34 938 1.1 147' 26 1099 1.7 102' 40 1564 0.8 ��C =y.. DEFLECTION Y O Will ��i� * `�� u111 NOTE:USE DEFLECTIONS PROVIDED WHEN DETERMINING MINIMUM SEPARATION TO GLASS 7jT1LI. CV