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HomeMy WebLinkAboutProduct Approval (2) Florida Building Code Online Page 1 of 2 ® 4. ' - o 0 M�SEE" 09MANUM 5S rlorida Departments BCIS Home I Log In I User Registration Hot Topics ( Submit Surcharge ! Stats&Facts Publications I FBC Staff I BCIS Site Map I Links t Search Busines Profess&I Product Approval ffi USER:Public User Regulation Product Aooroval Menu>Product or Aoolication Search>Application List>Application Detail FL# FL5790-R10F K v-v� v'• Fo Application Type Revision ) ` Code Version 2014 Application Status Approved Comments Archived ❑ �� �'�! �� Product Manufacturer American Shutter Systems Association,Inc. AUG ,o Address/Phone/Email 4268 Westroads Drive AUG 0 2-l.41S . West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com St. Lucie(.CL11t\L FL Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category -Shutters Subcategory Roll-up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ® Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Trevor Johnson the Evaluation Report Florida License PE-65624 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John Henry Kampmann Jr. 0 Validation Checklist-Hardcopy Received Certificate of Independence FL5790 RSO COI 15-040lCertificationOfInder)endence.odf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2002 ASTM E-1886 2005 ASTM.E-1996 2005 ASTM E-1996 2002 ASTM E-330 2002 Equivalence of Product Standards Certified By Sections from the Code httnc-//flnritlahniltlinc,nror/nr/nr ann citl acnx9naram=xvCTF.VYOix4nntT)mAC'T7nnmeR1c071Q 7/1/7(115 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted. 05/01/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/23/2015 Summar of Products FL# Model,Number or Name Description 5790.1 58mm Bertha End Retention/Non- Roll Shutter System (includes View Port Option) Retention Roll Shutter System (Non-HVHZ) Limits of Use Installation Instructions Approved for use in HVHZ:No FL5790 R10 II 15-0401InstallationInstructions.Ddf Approved for use outside HVHZ:Yes Verified By:Trevor Johnson,P.E.PE-65624 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:This product shall not be installed within High FL5790 R10 AE 15-0401EvaluationReoort.odf Velocity Hurricane Zone. For design loads and spans refer to Created by Independent Third Party:Yes engineered drawings(installation instructions). Back Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® securlt A4171t ICS' httnc //flnrirlahiiilrlina nrfr/nr/nr nnn tit] nenv?nnrnm=xxfC1F.VXClxx7tT)ntTImAC'T7nnmgPVC)719 7/1001 5 EB Castle � Impact Windows P"&U -1 - 0 FACTORY DIRECT SINCE 1969 -� COMPLETE HURRICANE PROTECTION SOLUTIONS 7089 Hemstteet Place West Palm Beach,FL 33413 800.643.6371 Property Information Building Information Owner: HAYES,WAYNE Wind Zone: 160 MPH. Address: 6606 GAVIOTA Exposure Category: C FORT PIERCE,FL 34951 Minimum Building Dimension: 35 ft. Mean Roof Height: 15 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) JHeight(in) I Elevation(ft) Pressure(psf) Pressure(psf) 1 Int 74.25 64 7 30.9 -33.7 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.51h Edition(2014)Florida Building Code. Page 1 of 1 Customer: HAYES WorkOrder Number: 06222017002 N0601 Unit Con- Wall Opening Opening Shutter Shutter Anchor Storm Bars No. tract Pressure Width Height Width Height Spacing Inside Outside No. Qty. Length Qty. Length 1 1 -33.7 74.25 64 82.25 80.5 8"o.c. 0 0 0 0 8"o.c. 1. TKJ.ENGINEERING,I.I.C.HAS NO.CONTROL OF THE MANUFACTURING,PERFORMANCE,OR INSTALLATION OF THIS PRODUCT,THESE GENERIC PUNS 3 EV�UATION RASED[f N: SI�� •t. WERE ENGINEERED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES AND'TEST DATA PROVIDED BY THE MANUFACTURER.. FENESTRATION TESTING LABORATORY,INC. B Z. THE,ROLL-UP SHUTTER^SHOWN ON THIS_PRODUCT EVALUATION DOCUMENT HAS BEEN DESIGNED IN-ACCORDANCE WITH THE 5TH EDITION(2014) LABORATORY No. 4760 2-3 FLORIDA BUILDING CODE(FBC).AHD THE 2009 INTERNATIONAL BUILDUNG CODE(IBC).THESE ROLL-UP SHUTTERS SHALL NOT BE INSTALLED IN HIGH DATE;DECEMBER 1.2005 �.• VELOCITY HURRICANE ZONES,(MLA 11-DARE COUNTY/BROWARD COUNTY).ROLL-UP'SHUITERS INSTALLED IN WIND ZONE�4(SEE FEC SECTION REPORT NO..5 1609.1 .2) OR ESSENR4L FACILITIES SHALL MEET THE MINIMUM SEPARATION 7D GLASS.DESIGN WAND LOADS SHALL BE DETERMINED AS PER FILE NUMBER 05-118 , SECTION 1609 OF THE ABOVE REFERENCED CODES,:IN ACCORDANCE WITH ASCE 7-10:AND.FOR A'BASIC WIND SPEED AS REWIRED BY THE TESTING PROTOCOL'E330,El 888 A JURISDICTION WHERE THE ROLL-UP SHUTTERS'WILL BE INSTALLED.THE ROLL-UP SHUTTERS ADEQUACY FOR IMPACT,DEFLECTION,AND FATIGUE E1996-02 RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION•1609.1.2 OF THE ABOVE REFERENCED CODES AND AS PER ASTM E330,E1886 k MAXIMUM WIDTH'TESIED-12D' E1996,AND TAS,201 AT FENESTRATION TESTING LABORATORY.INC.AND AMERICAN TEST LAB OF'SOUTH FLORIDA PER THEIR REPORTS(SEE LIST DESIGN PRESSURE- 140.0 PSF OF REPORTS). - LABORATORY No. 4744 3. LIMITAAONS OF USE DATE;NOVEMBER 14,2005 REPORTN0:4 A THIS PRODUCE SWILL NOT BE USED IN HIGH VELOCITY HURRICANE ZONES(SEE FBC SECTION 202)• FILE NUMBER,05-418 TESi7NG PflOTOCOL•E330,E188,5$ B. THIS PRODUCT IS QUALIFIED AS"NON POROUS'THEREFORE GLASS SEPARATION IS NOT REQUIRED EXCEPT FOR THE FOLLOWING LOCATIONS. E1996-02 MAXIMUM WIDTH TESTED-97' � A • ESSENTIAL FACILITIESAS DEFINED IN ASCE 7-10 DESIGN PRESSURE-45 PSF � �$ 2 G'7 WHERE THE'SPECIFYING AUTHORITY'HAS SPECIFIED OPTIONAL ADDITIONAL PASS/FAIL CRITERIA IN ACCORDANCE WITH,OSTM E1996 FOR LABORATORY No., 4740 WIND ZONE 4 AS DEFINED IN ASTM.EI998 WITH MODIFICATION BY THE FBC/IBC SECTION 1609.1:2.2(FBC:LOCATIONS WITH ULTIMATE DATE:NOVEMBER 14.2005 WIND SPEED GREATER THAN.170'MPH). REPORT N0.3 FILE NUMBER OS-416 FFfttt _ • INSTALLATION IN THESE LOCATIONS SHALL MEET THE MINIMUM SEPARATION TO GLASS TABLES ON SHEET 9.THE SEPARATION TO MSS TE92NG PROTOCOL:E330,E1888-02 6-02 MAY BE REDUCED BY USING'STORM BARS ON SHEETS 18 TO 22 E MAXIMUM WIDTH 1FSfEO-120' H M INSTALLATION WITH INTERMEDIATE ENO.AND CORNER MULLIONS REQUIRE A FLORIDA PRODUCT APPROVAL FOR USE WITH THIS TYPE OF DESIGN PRESSURE-23 PSF SHUTTER SYSTEM. LABORATORY No. 4644 D. INSTALLATIONS SHALL NOT EXCEED THE MAXIMUM ALLOWABLE STRESS.DESIGN(ASD)DESIGN RATINGS AND MAXIMUM SIZE LIMITS BELOW. DATE JUNE 17.2005 .�, ULTIMATE DESIGN WIND-LOADS DETERMINED BY-THE FBG'AND ASCE'7-1D SHALL BE REDUCED TO ASD BY MULTIPLYING 0.6(SEE FBC SECTION REPORT 2 1809.1:24. _ FILE NUMBBEE R(U`-418 TESTING PROTOCOL'ESSD,E7886-02 h Z EAXIM 02 • 38 PSF AWA:PRESSURE O 278:MAX.WIDTH DESIGN WIDTH TESTED-281' PSF TYPICAL SINGLE UNIT ELEVATION 110 PSF MAX.PRESSURE O 96'WAX:WIDTH DESIGN PRESSURE-sD PSF SINGLE SPAN UNIT INSrAUATION-N,T. SEE.TABLES ON SHEETS 7 THROUGH 22 LABORATORY No,4598 E. IMPACT LEVEL D;9-1/4 LB'URGE MISSILE IMPACT, DATE:APRIL 29,2005 H REPORT NO.1 F. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL FILE NUMBER 05-418 Z be TESTING PROTOCOL•E330.E1886-02 k B W INCREASE,IN ALLOWABLE STRESS.(1.33)HAS NOT BEEN INCORPORATED INTO THE DESIGN OF THIS PRODUCT. E1996-02 W Z Z_3 MAXIMUM WIDTH TEMED-242.5' m Z 4. R SHALL BE THE RESPONSIBILIIY'OF THE CONTRACTOR TO VERIFY THAT THE.EXISTING STRUCTURE IS DESIGNED TO SUPPORT THE LOADS FROM DESIGN PRESSURE x•80 PSF MON THE SHUTTER SYSTEM AND MULLIONS.EXISTING'STRUCTURES NOT ABLE TO SUPPORT THESE LOADS SHALL BE EVALUATED AS A SITE SPECIFIC PROJECT.SEE NOTE 4 OF PRODUCT.EVALUATION NOTES. LABORATORY No.2760 DATE AUGUST 3i,2000 J Ty-SEE TABLES ON SHEET 9(EITHER DIRECTION) REPORT NO.3 J FILE.NUMBER 00-256 w TESTING PROTOCOL• »2 TAS-201 TAS SEE TABLES ON SHEET 9 { E I STORM BARS TESTED:20/4.2r3xl/8. ME T 11y ix4t1/B.2z4xl/4 y4 Ty.SEE TABLES ON SHEET 9(EITHER DIRECTION) AMERICAN TESTING LABOFSOUTH FLORIDA, •r. INC: ENO—RETFNTON TRACKS NOH-RETENTION iRAC1(S LABORATORY No. -09 A C. 5. ALL ALUMINUM EXTRUSIONS SHALL BE 6063-TB ALLOY(UNLESS OTHERWISE NOTED OR CAN BE REPLACED WITH 6081-T6 ALLOY). DATE FEBRUNLI'2.0922081-001 1 'A 6 CERTIFICATION No.09-0203.02 pT 6. SHUTTERS MAY BE MOTOR,TAPE PULLEY,OR GEAR DRIVEN. TESTINO PROTOCOL'E330-OZ EISSO-05 k E1995-05. 7. SHUTTER MANUFACTURE LABELS SHALL BE IN ACCORDANCE WITH SECTION 1710.8 OF THE FLORIDA BUILDING.CODE MAXIMUM WIDTH TESTED-204'&120' Y PRODUCT[NAWATION'NOTES (( ))�ppqq DESIGN PRESSURE 62 PSF k 100 PSF ` LApS 1. SPECIFICPROJECT;I.E.yA1EROC STIEPCONDITIONS DEVIATE FRONEPARED BY THIS ETNENEEROIS GENERIC AND.DOES NOT PROVIDE INFORMATION FOR A SITE 2. CONTRACTOR SHALL SE.RESPONSIBLE FOR THE SELECTION:PURCHASE ANO..INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATIONPROVIDED AND.SHAUL NOT DEVIATE FROM ° S DOCUMENT. SLAT SPAN SLAT SPAN -�•� I+--:SLAT SPAN-+I 3, THIS PRODUCT EVALUATION DOCUMENT WILLBE CONSIDERED NS �NVALD ON ITEREO BY ANY MEANS. 4,.,SITE,SPECIFlC PROTECTS SKILL BE PREPARED BY A FLORIDA REGISTERED'ENGINEER.OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROTECT AND WHO WILL BE RESPONSIBLE FOR'THE PROPER USE OF THE P.E.D.THE ENGINEER OF RECORD.ACTINO „Z• 19 W 4r TYPICAL MULTIPLE UNIT ELEVATION ASA DELEGATED ENGINEER YD THE P,E.D.ENGINEER SHALL SUBMIT SITE SPECIFIC DRAWINGS FOR RENEW. `o Af iR �F4 IHIEANEDIATE MULLION RE0001®FOR INSTALLATION•N.T.S. ANCHOR Nle FASTENING-NOTES: �'f•� 1451 1. ALL FASTENERS SHALL BE CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 OR STAINLESS STEEL 3D4 OR 316 SERIES WITH 50KSI YIELD POINT AND 90 KSI ULTIMATE TENSILE STRENGTH. O'.�'2. NO EMBEDMENT INTO NON—STRUCTURAL COMPONENTS SUCH AS;STUCCO,TLE•SIDING LL BETC.SHAE CONSIDERED AS PART OF THE EMBEDMENT. S EDGE DISTANCEPACM FOR THE 0/DESIGN 5144&5/16 24 DRIL ES AREVFLIX SCREW R 1/2AUD FOR EDGE 'NCES AND i AND SHALLMINIMUM BE ATTACHED 063-Y6 ALUMINUBEDMENT SHOWN ON M T 9.THE OR A36 STEEL(OR '''AA F 111 ILILLIIMM,� o EXISTING STRUCTURE(TYP) CONCRETE,FILLED CMU,HOLLOW CMU,. TIMBER,ALUMINUM,OR STEEL '. _ - 4. .d; 5/18'0 TAPCON O 12'D.C.(TYP) r4�• . • Y ••9•• BUILD-OUT HEADER FACE AND .. 4' •• • (OPTIONAL) ,• :•�i. •.t•' 1/4-A SELF-TAPPING •,7j� (Typ) '•',•+; i. _ �'. S' SMS O 12:O.C. PYl ;'� SHUTTER HOUSING 4 ' 5/16'0 TAPCON, �� 3/8.0 ANCHOR. �. • 1/4-14 SCREWS,OR IRS 5/1.6-24 SCRENS(TYP) SLAT LOCK END CONNECTOR 1/1'MAX 1/4.0 a'O.d. 1/4'MAX a,•� �. (SEE iRACKMOUM TABLES EVERY OTHER SLAT AT:EACH O 8'O.d. ON SHEETS 10 O 1.1FOR 5/&'0 ACCESS HOLE SPACING) 1/4'0 TAPCON 5/B-0 ACCESS HOLE 0.2'MIN O 8'O.C. NON-RETENTION SLAT NON-RETENTION SLAT 0 0 3/6"O OR 1J/18.'0 SLAT PERFORMANCE TABLE (SEE SLAT PERFORMANCE TABLE ACCESS HOLE(TYP) OPEN RFACETRACK SIMILAR 1gNN ON-'SHEET 7'FOR J'TRACK) ON SHEET 7 FOR 4'TRACK) .. `:•: a WALL MOUNT (ORTION lA) WALL MOUNT PTION 1B) WALL MOUNT (OPTION iC) + 71/1'@16RETB1fI0NTP/10C•N.TS. NTRACK-N.TS {•NON4IEfBlNON Tp11OC-NTS. ••,y' 1 1/2" 1 1/2' . STAGGERED STAGGERED� Lu 58MM SLAT ;� a 7 • SDE RAILMACK 5/18'/TAPCON, 5/ULU 16'1 TAPCON, dj 3/e'0 ANCXOR.. VERTICAL BUILD-OUT C 3/B'0 ANCHOR, 1'x4' 1/4-14.SCREW,OR'PSLIAT OPTIONAL STAGGERED Z ' OPTIONAL STAGGERED 1/4-14 SCREW,OR 2'x4' ATTACHMENT S/6=24 S% ATTACHMENT (OPTIONAL) 5/18-24 SCREW(TYPJ 3"x4' (SEE J'�'BVILD-OUT TABLES bN'(SEE 4 BUILD-OUF TABLES ON 4'x4' SHEETS 12&13 FOR SPACING) 1/6•OR 1/4'WALL THICKNESS SHEETS 11 k'12 FOR SPACING) (SEE TRACK MOUNT TABLES DH 1/4'1 SELF-TAPPING SMS.(TVP) 8�. END-RETENTION SHEET 11 FOR THICKNESS) TRACK SHOWN END-RETENTION 1/8.OR 1/4•WALL THICKNESS OPEN FACE AND TRACK'SHOWN (SEE TRACK MOUNT TABLES ON NON-RETENTION NON RE(ENTION SHEET 11 FOR THICKNESS) TRACKS SIMILAR = ® L2'x2•xt/8'ALUM.(TYP) TRACKS SIMILAR 4Q�.•• LOCK END CONNECTOR •. �� • •' '_i7�i SLAT LOCK END CONNECTOR T'OTHER SLAT AT EACH END ' "x' cli 1/4-14 SCREW,.OR EVERY OTHER SLAT AT EACH END 1/4-14 SCREW,OR 1 1/8'THICK ALUM ANGLE SBS 18-24 SCREW(TYP.) 5/16-24 SCREW(TYP) (OPTIONAL) ',t.,.(BEE TRAGIC MOUNT TABLES 0.2'YIN (SEE.,IMOUNT TABLES0.27 MIN �ON SHEET 11 FOR SPACING ON SHEET 11 FOR SPACING 5/B-0 ACCESS HOLE CM) ) S/B0ACCESS.HOLE(T4P) '•+1•• BUILD-OUT SILL •V a` A 4"BUILD-OUT OPTION 2A A 3"BUILDOUT OPTION 2B 9 BUILD-OUT SECTION (DPnDNAL) MpRE1BtILONAT✓OTIatELFNTION-N.TS. [)HPRETFH110N BTAN'dLETQ1RON-N.TS. EHDREII3HTION 61A7lARETEIRION-N.TS. , �•'•• ry It NOTE: ACCESS HOLES FOR 3/8'ANCHORS ARE t3/10.0 � N EXISTING.STRUCTURE(TYP) CONCRETE,FILLED CMU,HOLLOW CMU, 5/16.0 TAPCON(EYP) TIMBER.ALUMINUM,OR STEEL OPTIONAL STAGGERED OPTIONAL.STAGGERED (ENOCAP SYSTEM ONLY ATTACHMENT ATTACHMENT 5/16.0 TAPCON,3/8.0 ANCHOR. 5/16'0 TAPCON.318'0 ANCHOR, I/4-T4 SCREW,OR 5/18-24 SCREW(EYP) 1/4-14 SCREW,OR 5/18-24 SCREW CM) ��� '. r• ••i , (SEE 4',3',OR 2'BUILD-IN TA8LF5 ON (SEE 3-OR 2 BURD-IN TABLES ON •+.a,' SHEETS 14 7O 17 FOR SPACING) .d `•r.d• SHEETS 15 TO 17 i0R SPACING) •°..• •' ''• . '• �•e:.Y• NOTE .•. _ NOTE: w'i•' ^. �.. SEE BUILD-IN TABLE SEE BUILD-IN TABLE CORRESPONDING TO THE '�� 8 1•.'•' .r•. .YX4' CORRESPONDING TO „9 •r .. ,.. BUILD-IN WIDTH AGAINST THE H'J1DSUIT 5fI 7�HEIN WIDTH w .: 270' EKIsTWC STRUCTURE ' \ .:;.,?ti's:.+a' •. 4'x4' EXISTING STRUCTURE •a a •' .i 37x3' � � r . 1/6'OR 1/4'WALL THICKNESS 1/8'OR 1/t'WALL (SEE TRACK MOUNT TABLES ON B THICKNESS((SEE T71ACK 1" ••. SHEET 11 FOR THICKNESS) '. '1• MOUNT TABIFS ON .•.�.•• Q 'i•. '! y,': SHEET 11 FOR THICKNESS) ..+ ` •°•• SLAT LOCK END CONNEC70R _SLAT LOCK END CONNECTOR EYER1•'OTHER SLAT AT EACH END EVERY OTHER SLAT AT EACH-END 3 y` 0.2'MIN r.!+ _ OX MIN O � END-RETENTION TRACK SHOWN.OPEN FACE END-RETENTION TRACK SHOWN,OPEN FACE 5/8.0 ACCESS HOLE(TYP) AND NON-RETENTION TRACKS SIMILAR AND NON-RETENTION TRACKS SIMI M a 5/8'0 ACCESS;HOLE(EYP) 1/4-14 SCREW.OR.5/18-24 SCREW(TYP) 1/4-14 SCREW OR 5/16-24 SCREW(TYP) (SEE TRACK MOUNT TABLES ON (1/4-14 MOUNT TABLES SHEET 11 FOR SPACING) ON SHEET 11 FOR SPACING) Q H n4 3" OR 2" BUILD-IN(OPTION 3A) n3",OR 2" BUILD-IN(OPTION 36) 5/8'ACCESS HOLE(TYP) QID4IETQITLONfiNON4E7BR10N-ICES M END-RETENTION B NON•RETEIRION-1LTS. SHUTTER HOUSING WZ my 1/4-14 SCREW OR 5/18-24 SCREW(TYP) p h (SEE TRACK MOUNT TABLES ON SHEET 11 FOR SPACING) �. F. SSMM SLAT J 1 l.3'x]'><J/8"ALUM. L35c4'x3/8'ALUM. 5116'0 TAPCON,3%850 ANCHOR, '! SIDE RAIL/TRACK mm p '1/h14 SCREW.OR 5/16-24 SCREW(EYP) W _ •.'! . (SEE 3/8'ANGLES TABLE.ON •. ��, .. +C.g SHEETS:16& 17 FOR SPACING) 3 ` r:•"• i/4-t4 SCREW.OR s%16-z4 SCREW(EYP) O dy ` (SEE TRAGIC MOUNT TABLES SLAT IACIL ENO-CONNECTOR VERTICAL BUILD-IN ! LAN SHEET 11 FOR SPACING -:a! .. CONNECTOR , '� • ) e. EVERY OTHER SLAT AT EACH ENO ..4 '�.: 1.A,• Lp_• 0:2-MIN °'•• END-RETENTION TRACK SHOW14 OPEN FACE .. AND NON-RETENTION TRACKS SIMILAR _ .•�. .•' `'' 5/a'0 ACCESS HOLE(TYP) SLA LOCK END CONNECTOR Y'• .r•. .�b•` 5/16'0 TAPCON,3/850 ANCHOR, EVERY OTHER AT EACH ENO 1/h14 SCREW,OR 5/16-24 SCREW(EYP) oil ••• .• .. (SEE 31W ANGLES TABLE ON I 0.2'MIN SHEETS'16&17 FOR SPACING)5/BY ACCESS HOLE(IMP) , :. is .END-RETENTION TRACK SHOWN,OPEN FACE AND NON-RETENTION TRACKS SIMILAR nL3x3x3%8 ANGLE BUILD-IN(OPTION 4A)' nL3x4x3/8 ANGLE BUILD-IN(OPTION 4B) BUILD-IN SECTION :o''•.�' B 7 "s � END4tRBDION 4NON41ErENICK-N.T-% END4ETENTION B NON-RETB"ION-N.TS 191D•0.ETFNrtON s'NON•PET73tiIDN-N.TS %p1•�.; b 'nv,,� AAAA unu►1111 e� NOTE; ACCESS HOLES FOR 3/8'ANCHORS ARE:13/18'0 �y, o INIERMELNATE LLION BUILD-IN,BUILD-OUT,END, EXISTING STRUCTURECONCRETE•FILLED CMU,HOLLOW CMU, UP TO 350 LBS SHUTTER WEIGHT S PR PR @R OR•CORNER MUWON TIMBER.ALUMINUM.OR STEEL (4)S/16'0 TAPCONS _ UP TO 100 LBS.SHUTTER WEIGHT WITH: UP TO 200 IBS SHUTTER WEIGHT WITH: (6)1/4-0.1'SMS (2)51le TAPCON OR (3)5/16.0 TAPCONS OR (4)1/4.0.1•SIBS 1/4'0 SELF-TAPPING SMS'(TYP) S/I6-0 TAPCON(TYP) _ ---- ---- ---- ---- MOUNTING BRACKET ENDRETBfTION A NON-RETENTION DSTAUATION-N.TS STEEL BRACKET STEEL BRACKET STEEL.BRACKET B CKET' S INTALLATION MOUNTING RA � END4IETRNION a MWREFEKTIOK INSTALIAMM N.Ts s z 74• 3/16-0 ALUM.POP-RIVETS Z ROLL FORM..030 TO A50 ALUM.HOOD GEAR PLATE OR ET h •�_• BACK SIDE MOTOR BRACKET I...• 3/16.0 ALUM.POP-RNETS Z 1/4.0 TAPCON O 18'O.C.(LYP) �Oy 1/4'0 SELF-TAPPING SNS P 0�C" .4 'O 18'O.C.(TYP) 1/8•HOOD ANGLE SIDE RAIL ...1 1/B'HOOD ANGLE 114-0 SELF-TAPPING SMS d MSX7 OC A i• 018'O.C.(TYP) 1/4'0 TAPCON O 18'O.C.M) GEAR OR TUBULAR MOTOR STEEL OR ALUM.TUBE DRIVE CAP LJ LJ g 70MM UP TO 120 SF OR 180' 70MM d g tOOMY OVER 120 SF OR 180' 'J CUSTOM HOOD WALL ATTACHMENT CUSTOM HOOD CEILING ATTACHMENT BEARING PLATE OR #Io.3/4•TEKS i. ENG-ft ION a NON•RETUMON DWALLATION•N.TS. EhD4IETENrION B NON•RETENIM BSTAUATION-N.TS. IDLER SUPPORT K -),Oor Y � SID.OR ADJ.PIVOT CAST SIDE CAP 6'TO 14' ROOLLL FORM.030 TO.050 ALUM.HOODFNT SIDE ♦�\\\\ ��� $a /ID.3/4•TEKS4 �`rb' •. SIDE RAIL END CAP"COMPONENTS AND ASSEMBLY END-RETMON A NON41R@f mINSTALLATION-N.TS. .�9��,• .�` ALUMINUM HOOD COVER � +f,,,;;,u \e B.4REIENTION SNONiIETBfrtOH INSTALLATION=N.TS. �• � 2.965' R10M 2 t/Z'SMS SS 316 FH 1.060• OR LONGER 0.312' � 1.304'• ACETAL END CONNECTOR �--•0.065• IF D.159 � T O.062• O O 58 NM SLAT 1 °.069' 0.057' y 0.316• .800• 2.130• 0.07V I_ 1TO 4.725" 1.0.51• O.JSa''f I'^ O 0.188' 0.512• � O 0.057" I 0.070' 0.080• 0.125' 0.252• 0.069• 0.139' 0.100' 0.775• �. �. 1.1so 1.291• O.100• 6063-T ALUMINUM 3"SIDE RAIL 0.125' 0.434' j( 0:120• -10.434- � •NOI4RETET4110N TRAOC- �.Y.��.• L --}-• 4400• SIDE RAIL ,. 0:100• 0.188' .�, 3345' 2.56a' t . 1.291' 6063-T6 ALUMINUM 3 114"SIDE RAIL _[°'J1 3 UC ENPREMMONOPERFA°ETRACK-SUIEl:l. . Z O:fOO' 0.125' 0.250•-.4 -245' ,.2N• 0:070 oers• 0•775' END CONNECTOR DETAIL LL�� 1.291• 0:725' 0434' �... 0.100' 0.187" 0.125ENDREIFI7ITON INSTALLATION-N.TS. �0.188' � ' NYLON a END CONNECTOR co 0.10°'. .0;�215f 0,231 t/10x 1'SMS OR L316 FH ONGER afA C y _0.120• n0.070• 0.775' :6063-T6 ALUMINUM 4 SIDE RAIL0.100' 0, { 4•NON-RETENTION TPAO(•Sd6E 1;1 SB MM SLAT OD0' 0. 1 O =.a" 1- {�--1697•. 0.375 W .. 0.1001 0.188 I 0.400'T10.160, O 0 6063-T6 ALUMINUM 3 1/*SIDE RAIL ® E) 0.660 O J 31(4•B!D-RE7EN110N STANOARDTRAIX-SCALE 1:1CK .50 wi. 2.28 1.608' .410" 6' 1.6o6' SLAT LOCK END CONNECTOR @DRETEMIONd6TALL ATION•SATE 1:1 c 0.125 \ e 2394' 2.697' � 0.562• SIDE RAIZ- ♦\\\\ / �+ -- 2.645• - `♦♦♦♦O�•• ...�.. :� ��i 0:203• D.191• I ey.. '4fy7'i 6063- . ALUMINUM 58MM:SLAT �NOIYREIENTION 1.608' NOTES: MODULES OF ELASTICITY E-10.000 KSI �i7p��•..; MOMF?ft OF INERM I a.046 IN-4/FT sac°suaAj FA sla�k'�Tssta/w SLAT END CONNECTOR SLAT LOCK END:CONNECTOR END CONNECTOR��E�ILNnDNtNSTAt1ATLON- ���TION�41AnO-SCALE1y1NN RETENTION INSTALIlllllll� ni �' o ANGLE BUILD-INS,(TYP) 4',3',OR V BUILD-D6(71'P) 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) (TYALTERNATE L A� ENT ORTO (SEE.BUILD-INS TABLES ON END MULLION END MULLION SHEETS 14 TO 17 FOR SPACING) END MULLION 5/16-24 SCREW..OR k1 5/16-24 SCREW(IMP). � (SEE 3/e•ANGLES TABLES ON SHEET 17 FOR.SPACING) NOTE'. NOTE, F_FH END MULLION 1/4-14 SCREW,OR S-SHALL INSTALLATIONS SHALL NOTE: •5/16-24 SCREW(TYP) , IDA HAVE A FLORIDA END MULLION (SEE TRACK MOUNT TABLES o PROVAL PRODUCT APPROVAL INSTALLATIONS SHALL ON SHEET Ii FOR SPACING) ��•�.' PE OF FOR THIS TYPE OF HAVE A FLORIDA STEM SHUTTER SY•-fETI PRODUCT APPROVALFOR THIS TYPE OF $$. � SHUTTER SYSTEM 3i 1/h14 SCREW OR 1/4-14 SCREW,'OR S/16-24 SCREW(TYP) END-RETENTION RNTRACK SHOWN.OPEN FACE TRACKS SIMILAR(TMP) �, I 5/764-1 SCREW .TMP) (SEE TRACK MOUNT TABLES END-RETENTION TRACK SHOWN,OPEN FACE (SEE TRACK MOUNT TABLES END-REIENTION TRACK SHOWN,OPEN FACE ON SHEEP 11 FOR SPACING) AND NON-RL TRACKS SIMILAR(TYP) ON SHEET 11'FOR-SPACING) AND NON TRACKS SIMILAR(TYP) ' c. .I ATYPICAL END MULLION(OPTION 5A) /:LEND MULLION W/BUILD-INS(OPTION 58) W END MULLION W/ANGLES(OPTION 5C) � FNDitElEN110N BHOHiIETELTION-N.TS '� ELDRF7FNTTONANON•RETENTION-N.TS � EFm.RRER7lf10NS NOLAREfEHTfON-N.TS Z INTERMEDIATE MULLION INTERMEDIATE MULLION INIERYEDIAIE MULLION ivy . 1/4-14 SCREW.OR 5/16-24 SCREW(TP) ANGLE BUILD-INS•(TMP)NOTE: NOTF_* pa (SEE BUILD-INS'TABLES ON NOTE (TYPICAL ATTACHLIENT) S INTERMEDIATE INTERMEDIATE SHE E15 14 TO 17 FOR SPACING) INTERMEDIATE m= RSTAllATONS SHALL MULLION PISTALLADOFIS SHALL MUWON 5 "14 SCREW.OR SON INSTALLATIONS SHALL 5/16-24 SCREW(TLP) FIVE A FLORIDA HAVE A FLORIDA NAVE A FLORIDA (SEE 3/6'ANGLES TABLES 4��n- PRODUCT APPROVAL PRODUCT APPROVAL PRODUCT APPROVAL ON SHEET 17 FOR SPACING) FOR THIS TYPE OF FOR TFOR THIS TYPE OF PE OF SHUTTER SY57EM $HI1TTEii SYSTEM SHUTTER ER'SYSY SIEII O 1/4-14 SCREW,OR 1/4-14 SCREW OR G� 5/16-24 SCREW(TMP) 5/16-24 SCREW(TYP) W (SEE TRACK MOUNT TABLES (SEF TRACK MOUNT TABLES, ,- 4%W.OR 2'BUILD-INS(TP) ON SHEET 11 FOR SPACING) ON SHEEP it FOR SPACING) - $Q ANGLE BUILD-MS(TYP) �h (OPNDNAL ALTERNATE ATTACHMENT) d END-RETENTION TRACK SHOWN,OPEN FACE '-C-' 1/4-14 SCREW.OR 5/16-24 NEW(TMP) .AND NON-RETENTION TRACKS SIMILAR(TP) END-RETENTION TRACK SHOWN.OPEN FACE O(SEE TRACK Et 1 FOR 1 1 )G AND NON-RETENTION TRACKS SIMILAR(TYP) EN.-...TRACK SHOWN,OPEN FACE AND NON-RETENTION TRACKS SIMILAR(TYP) TYPICAL INT.MULLION(OPTION 6A) INT.MULLION W/BUILD-INS(OPTION 6B) INT.MULLION W/ANGLES(OPTIONh. C ENDNLETBNRON RNDN4IETORTON-N.T:S.. ENDAER3MON 9 NON-RETENTION-N.TS ENORETELTION'A NO*RETENI10N-N.T.S. 1 N Ly' :. • A CIO 1/4-14 SCREW,OR 5/16-24 SCREW(TYP), (SEE BUILD-INS.TABLES ON SHEETS 14 TO 17FOR SPACING) ANGLE BURR-INS MP) CORNER MULLION (TYPIGL ATTACHMENT OR ALTERNATE ATTACIMELM 4',3 (TW '.OR 2'BUILD-INS ) .CORNER MUWON 1/4-14 SCREW,OR � 5/16-24 SCREW(TYP) (SEE 3/8'ANGLES TABLES ON SHEET 17 FOR SPACING) 7a. NOTE 1/4-14 SCREW.OR CORNER MULLION 5/tfi-24 SCREW.(TYP) INSTALLATIONS SHALL ��'CORNER MULIJCORNER MULLION (SEE TRACK MOUNT TABLES, ' HAVE A FLORIDAAPPRINSTALLATIONS SHALL INSTAWTIONS SHALL ON SHEEP 11'FOR SPACING) PRODUCT APPROVAL HAVE A FLORIDA HAVE A FLORIDA FOR'TKS TYPE. �I SHUTTER SYSTEM PRODUCT APPROVAL PRODUCT APPROVAL . , FOR THIS TYPE OF FOR THIS TWE OF Fn SHUTTER SYSTEM SHUTTER SYSTEM 'llwwl �dd ffi, 1/4-14 SCREW.OR 1/4-14 SCREW,OR 5/16-24 SCREW(TP) END-REIENTIDN TRACK SHOWN,OPEN FACE .5/16-24 SCREW(TYP) (SEE TRACK MOUNT TABLES AND NON-RETENTIt ON TRACKS SIMILAR(1YP) (SEE TRACK MOULIF TABLES ON SHEET 11 FOR SPACRKI) AND NON-RETENTION TRACKS SIMILAR(TW) ON SHEET 11 FOR SPACING) END-RETENKIN TRACK SHOWN,OPEN TACE Z AND NOH-RETENTION TRACKS SIMILAR(TYP) nTYPICAL CORNER MULLION(OPTION 7A) nCORNER MULLION W/BUILD-INS(OPTION 7B) nCORNER MULLION W/ANGLES(OPTION 7C) (37DiPET@TRON 6NON•RETQlRON-N;TS END4tETHdRON S NDN-RETENTION-.N.TS BIDiIETENT10N I NON RETFIIRON-N.TS. m=� 4q SLAT PERFORMANCE TIN ON-RETENTION TRACK 'MAXIMUM DESIGN. SLAT PERFORMANCE (STAGGERED) 4� PRESSURE OF A SINGLE 3'NON-RETENTION TRACK Z OG UNR SLAT WALL FOR ANY ... HEIGHTATTACHED AND MAXIMUM DESIGN tj ... FCRANYCONFIGURATICN PRESSURE OF A SINGLE gq UNIT SLAT WALL FOR ANY �h SLAT SPAN PRESSURE HEIGHT ATTACHED AND PSF FOR ANY CONFIGURATION A 72• 65 .� 76' 58 SLAT SPAN PRESSURE 80' 52 �Hy1 ?,5 �, PSF &A OVR BUILD BMLD-Our OI., �I�i•-�;�Z,3� 88• 43 92• 40 o 96' 38 84• 46 \ MK.L� 100' 34 88• 40 `\\\\11 L� � g 1�0 7 700' 37 B2• 35 ���p�.•' ��••' �\q�i� .108• 28 30 112' 25 Z•� e 116' 22 NOTE THE NON-RETENTION STAGGERED SPACING DETAIL 3 0.4 ". 120• 20 SUIT SPANS OR DESIGN OPTIONALATTACIMBIT INSTALLATION-N.T,S. -%W �( WIND LOAD SHALL NOT .. EXCEED THE'SLAT �'TL••,i '� CORNER MULLION ELEVATION NOTE:THE NON-RETEM10N SLAT SPANS ANY CLLVNCE'TABLES FOR O .a n4 Tb CORNER MULT1PlULL ONN'EL T1OL15-N.TS OR DESIGN WIND LOAD SHALL AOTSINXME PN1'CONflGURADON: �7�•. b % ;� TA13LESS FOR ANY CONFIGUEXCEED THE-SLAT RATION. NEe*�\\,``N „ o N N^' >\ uSi yo= m� 2' 3' 2• jEO EO m� F III O ^--- — --- -- ------ II _ uso� I —O------_L O 0--- I � � ------ III — --�--�-L II A �- � s 0--- 2-6 -- --- 6g m 1,1V 4'111 ow SLAT LOCK OYP) h I I POLYCMBONATE BUTT JOINT(TYP) I I I zm . qaS SLAT SPAN pam GROUPED VIEWPORT UNIT-ELEVATION F"• SINGLE CR MILTV E LOT IN57AL ATDN5-KT-. x TYPICAL VIEWPORT WINDOW DETAIL GROUPED COWMMTIDN SHOWN ALTERNATING SWRAR-N.T.S. SDoes In z NEWPORT SLAT PERFORMANCE Z B POLYCMBONATE WINDOW 10'AAM.48•MAX.LENGTH � 2-3 END-RETENTION TRACKS ONLY � in MAXIMUM DESIGN PRESSURE OFA NOTES: TENSILE YIELD STRENGTH ASTM 1) 9:500 PSI �+ � SINGLEUNITSLATWILLFORANY FLEXURAL STRENGTH AT HELD ASTM 0790 13,x00 PSI J FLEXURAL MODULUS ASTM 0790 345.000 PSI �a HEIGHT ATTACHED WTH IW NOTCHED IZOO ASTM 0256 17 FT-LB/IH 0 POLYCARSONATE VIEWPORT 1.438• SMOKE DENSITY ASM 02843 84.5[MAX �d WINDOIAGFORANY RATE OF BURNING ASTM 0835 C-1 CUSS x. SELF IGNITION ASTM 01929 980-F W CONFIGURATION TENSILE STRENGTH AFTER WEATHERING ASTM 0838 8.840 PBI •• TENSILE STRENGTH BEFORE WEATHERING ASTM 0638 B.B80 PSI g SLAT SPAN 'PRESSURE SPECIFIC GRAVITY ASTM D792 0.043 LB/INT ��ff 1yh PSF d 12T 100 th �a 132 7 POLYCARBONATE VIEWPORT WINDOW v 3 A 138' 94 SWICTNNWATNEPASMCLEXM1o3RESIN-SMEL•1 V 150' 86 Wdy'b 156• Bt 162' 77 0.375• 1.000' 0.899'F. c 168' 73 0.410• CWINDOW UTOUT SLAT LOCK(TYP) 174' 69 SLAT SPAN 180' 66 0.125• `�.�0�,.•' 1186* 63 a ALTERNATING VIEWPORT UNIT ELEVATION SINGLEORMU.TB UNIT.BGTAIUR -N.TS. 198• 6B ="A.W N 184 0.203' Oa9r 0';�'t nC NOTE FOR ATTACHMENT DETAILS SEE SHEETS 2 THRU 7 NOTE:THE NEWPORT SLAT SPARS OR DESM WIND ��iV�6:1-. b k• �,`` LOADS SHALL NOT EXCEED THE'NEWPORT SLAT 6063-T6 ALUMINUM 58MM SLAT AAAAA'N1 I*L Q,`,4� PERFORMANCE'TABLES FOR ANY CONFIGURATION. IND-RETENTION VKIWPORTAAT-SCALE I:1 oO o LOADS ON EMSTING STRUCTURE FROM SHUTTER SYSTEM END-RETENTION TRACKS NON.RETENTION TRACKS Tx=PARALLEL LOADS W.) MINIMUM SEPARATION TO GLASS(INCHES)REQUIRED FAR MINIMUM SEPARATION.TO GLASS(INCHES)REQUIRED FOR SLAT PRESSURE(PSF) INSTALLATION IN WHO ZONE4ORESSENTIAL FACILITES INSTALLATION INWIND ZONE 4ORESSENTIAL FACILITIES SPAN 140 130 120 110 100 90 60 70 BO 50 40 30 SLAT PRESSURE SF SLAT PRESSURE 36' 210 195 180 165 150 135 120 '105 90 75 60 45 SPAN 140 1 130 1120 110 1100 1 90 1 80 1 70 60 1 50 1 40 1 30 SPAN 65 60 55 50 45 40 35 30 25 20 48• 280 280. 290 220 200 180 160 140 120. 100 80 60 36' 23 22 2:0. 20 20 2,0 20 20 20 20 2.0 20 56• 20 2.0 20 20 20 20 20 2.0 20 2.0. 60' 798 652 513 367 250 715 2DD 175 -150 .125 100 75 3:9 3.7 3.4 3.1 29 2.6 23 21 2.0 20 20 20 60` .ZZ 2.1 20 20 2.0 20 2.02A 20 '2.0 80' U 4.7 4.8 45 4.4 4.2 4.1 3A .3.3 28 23 2D 64' 29 2.7 24 22 20 2.0 20 2.0 20 2.0 72' 1780 1595 1410 "1225 1040_ 654 BBB '482 296 150 120 90 77 5.4 52 5:1 5.0 43 4;7 4.6 45 4.3 4.2 4;1 &1 68' 3.7 3.4 3.1 28 2.5 '23 20 2.0 20 20' 84' 2659 2427 2194 1670' 4735 1502 1276. 1042 .SDS 571 334 105' 98' 3483 3211 2938 2664 2382 2107 IBM 1539 1262 978 889 401 84• 5.9 .5.8 5,6 55 5.3 5.2 5.0 4.9- 4.8 4,6 45 4.3. 7Y 4.6 43 3.9. 3.6 3,2 2B 2.5 2.1 20 20 106' 4296 3975 3654 9331 3007 2675 2349' 2014 1686 1348 1009 670 �• 6.5 6.3 6.1 '6A 5.B 5.7 55 5A 52 5.0 4.9 4.7 76' S3 4.9 4.4 4.0 3.5 3.1 2.6 22 20 108' 71 '69 6.7 6.6 6A 6.2 6.0 5.8. 5.6 5.5 -53 &1 60' 6.0. .5.4 4.9 4.3 3:B 33 27 '2.2 120' 5096 4727 4365 3993 3619 3236 2860 2473 2085 1696 1304 911 > 13Y 5893 5476 5065 4644 4221 3795 9388' 2930 2490 2048 1594 1147 120 Z8 7.8 7.4 72 7.0 6:6 &5 63 6.1 59 5:7 55 64' 6.6 5.9 5.3 4.6 4A 33 2.6 144' 5763 5293. 4821 4345 3867 3377 2885 ,2389 1882 1372 '137 &6' 83 &1 79 7.6 7.4 7.1 6.9 6.6 6.4 6.1 5.9 BB• 7.1 6.3 5,6 4.8 4.0 3.2 144' 8.8' 8.8 BA Bit 7.6 7.5 7.2 6.9 6,6 6.3 92' 7.8 8.6 5.7 4.T L 156' 5941 :6427 4902 4365 3832 3279 7730 .2169 1595 158' 95 9.2 B3 :85 8.2 7,8 7.4 7.1 &7 96' - 7.9 6.7 5.6 45 168' 6025 5450 4871 4279 3681 3071 2447 '1617 l6B 10.1 9.7 93 89 8.5 &1 .7.6 7.2 100' 78 6.6 5.3 180' 5997 5368. 4725 4076 3412 •7733 2039 ygp• - - 10.7 102 9.7 92 8.7 82 T.T 104' 93 7.7 8.2 197 5884 5171 4470 3753 3012 2261 197 113' 1117 111.1 9.5 8.9 &2 108' 9,0 7.2 204' 601, 4864 4094 3299 .2484 204• 11.8 11.0 10.3 9.6 8,9 112 10.4 8.3 Z 216' - - 8067 5257 4435 3586 2707 216' - - 12.1 11.3 10.4 9.5 116' - - - - 9.6 �Q 226' a5649 4776 3865 2838 228 13.3. 423 11.3 10.2 120' 11.0 240' - 0 5108 4152 3162 240' - 14.7 13.5 123 11.0 252' 5447 1 4438 o,3385 I 25Y - 14.8 13.3 11.9 Y 264' 1 1 5786 1 4717 3509 1 :264' - 16.2 145 129 yy�.en 276' 5002 1 3833 1 276' 1 1 1 1 1 1 115:9 13.9 O W �C). LOADS'ONE>aSTINGSTRUCTURE FROM SHUTTER SYSTEM m Tv=PERPENDICULAR LOADS(PLF) SLAT PRESSURE(F5F SPAN 140 130. 120 110 100 9D S0 70 6D 50 40 30 p 36' 212 197' 182 167 152 137 122 •107 92 77 62 .47' Lu 48' .282 252 242 222 202 182 162 142 171 102 82 62 60' 351 326 301 276 251 226 201 176 151 126 101 76 72' 421 '391 361 331 301 271 241 211 •181 150• 121 91 Conaef3BFbd Holow CMU Mbod d 84' 491 456 420 388 350 315 .281 246 211 176 140 106 ANCHOR Mh Ede Min Edo.Mh Edge Mh Errb.Mh.Edp Mn Ems. '96' 560 52D 481 441 .400 361 .320 29D 241. 201 161 121- 114'ULTRACONHFH 2' Y 2- 1114' 2- 7 C `R 108' 1 631 585 541 4% 451 405 361 315 271 718. 761 136- 5l18'ULT CON HFH 31/1' 312' 1114' 2' T 120' 701 650 801 551 601 4511 401 350 1 300' 250 200 151 318'AONFLEX 3314' 317 13Y 771 715' 661 606 550 496 441 386 1 431 276 220 '166' TU4'•20SIDEWALK BOLT WPANELMATEINSERT 317 1314' 312' 1114' 2' Y 144' - 721 66D 600 540• 481 420 1 360, 301 240 180, 114'PANELMATE PRO.PLUS,FEMALE.B TVAS- 297- Y 211' 1114' 2' Y Y! 6 156' 7.15 651 586 52D 456 39D 328' 261 195 3R'SIDEWALKBOLT W POWERS DROPIN 317 •117 4- 1.114' o 188' 701 831 561 491 .421 351 280 210 180' 675 601 625 451 376 301 225 192 - 640 56G 480 40.1 320 240 �%% ' e 204' 596 5111 426 340 255 631 540 451 361 270 226' 670 '476 380 286 o:4d 240' BDO 500 400 301 25Y - 525 421 316y 264' 551 440 330 = :i �• 276' 461 345 va a - y TRACKMOINT TRACK MOUNT TRACK MOUNT END-RETENTION TRACKS END-RETENTION TRACKS END-RETENTION TRACKS MAXIMUM DESIGN PRESSURE OFASINGE UNIT SLAT MAXIMUM DESIGN PRESSURE OFASINGLE UNRSLAT MAXIMUM DESIGN PRESSURE � a!WALL FCR ANY HEIGHT ATTACHED WTH WALL FOR ANY HEIGHT ATTACHED WTH OF A SINGLE UNIT SLAT ' 5KS'ELCOULTRAGON HFH @ 6'O.C. 5/16'HFH EL000LTRACON,@4'O.C. WALL FOR ANY HEIGHT A $. CONC.B HOLLOW CONC.B HOLLOW ATTACHED WITH TIMBER TIMBER 318'ELCOCONFLEX.@ 8'O.C. FILLED CMU CMU FILLED CMU CMU •- . SLAT SPAN SLAT SPAN PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE CONC.B PSF PS P P FILLED CMU R SLAT SPAN 54' 140 140 140 84' 140 77 92 PRESSURE Sr 140 126' 140 90' 140 68 81 (PSF) 60' 140 113 138 96 130 61 72 98' 140 66' 140 92 111 107 119 55 65 1D2' 129 v 77 140 77 93 108' 109 50 59 108' 119 78' 126 65 78 114' 101 46 54 114' 110 x 84' 112 57 68 120' 94 43 50 120' 102 4� 90' 100 50 69 '126• ST 40 46 126' 95 x 96' 90 4/ 53 137 82 37 43 137 69 aa� 107 82. 40 47 738' 77 35 40 138' B4 Yr H 108' 75 36 42 144' 72 32 38 •144' 79 114' 69 33 39 150' 68 30 35 150.' 75 ...F� 120' 64 30 35 156' 65 29 33 156' 71 c== 126' 59 28 32 167 61 27 1 31 '162' 67 MEC h 137 55 26 30 188' 58 26 30 188' 64 �;F.� 138' 52 24 28 174' 55 25 28 174' 61 144' 49 23 26 18W 53 23 27 1S0' S8 150' 46 21 24 188' 51 22 28 186' 56 C 156' 43 20 23 197 48 21 24 192' 53 Lu 162' 41 19 22 198' .46 20 23 198' S1' 168' 39 18 20 204' 45 20 22 204• 49 , 174' 37 17 19 210' 43 19 21 210' 47 1B0' 35 16 18 216' 41 18 21 216' 46 4 186' 34 15 17 227 40 18 20 227 44 197 32 15 17 22r 38 17 19 228' 42 d 198' 31 14 16 234' 37 16 18 234' 41 ,C_Y 204' 30 13 15 240' 36 16 18 240' 40 210' 29 13 15 246' 35 15 17 246' 38 'W It 216' 27 12 14 257 34 15 17 252' 37 v+ 227 26 12 13 258' 33 14 18 258' 36 228' 26 1 12 13 284' 32 14 16 284' 35 234' 25 11 12 270' 31 13 15 270' 34 ���0�•• rN�pp I•��i�� 240' 24 11 12 276' 30 13 15 27F 33 �aa,4fr -�6 .. •}�'. v i4 i.. 0'z !� k �'. N .THE NON—RETENTION SLAT AND'AEWPORT SLAT SPANS OR DESIGN WIND LOADS SHALL NOT EXCEED THE'SLAT PERFORNANCE'TABLES ON SHEER 7 AND a FOR ANY CONFIGURATION. 11 0 r TRACKMOUNi TRACK MOUNT 4'BUILD-NTS 4'BUILD-OUTS 4•BUILD•OUTS a END-RETENTION&NON-RETENTION TRACKS END-RETENTION&NON-RETENTION TRACKS END-RETENTION&NON-RETENTION TRACKS END-RETENTION&NON-RETENTION TRACKS END-RETENTION&NON- MAAMUMDESIGN PRESSURE OFASINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OFASINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OFASINGLE UNIT SLAT MAXIMUMDESIGN PRESSUREOFASINGLE UNIT SLAT RETENTION TRACKS VALLFORANYHEIGHTATTACHEDWITH WALL FOR ANY HEIGHT ATTACHED WITH YOU FOR ANY HEIGHTATTACHE:DWTH WALL FOR ANY H EIGHT ATTACH ED WITH MAXIMUM DESIGN PRESSURE ll4'-14ELCODRIL-FLEX 5116'-24 ELCO DRIL-FLEX. 5118'ELC6ULTRACCNHFH @rO.Q 5118'HFH ELCO ULTRACCN @ 4-QC. EASINGALL FOR SINGLE UNIT ANYHESLAT T @8'O.C. @8.O.C. @4'O.C. -@4'0.C, ,@8'O.C: @6'O.C. @470,C. CONC.& HOLLOW CONC. HOLLOW ATTACHED Jill.' � 118'Al1ST 114'•AL15T 118'ALIST 114'ALIST 114'AL78T 10AUST 114'ALIST FILLED CMU CMU TIMBER FILLED CMU CMU TIMBER 318'ELCOCONFLEL@WO.C. Iq SLAT SPAN SLAT SPAN SLAT SPAN SLAT SPAN PRESSURE- PRESSURE PRESSURE PRESSURE PRESSURE PRESSUtiE' PRESSURE PRESSURE PRESSLOiE PRESSURE PRESSURE PRESSURE PRESSURE CONC.d (P SF) PS PSF PSF P P PSF PSF PSF PSF PSF SLAT SPAN FILLED CMU 84' 60 123' 114 140 84' IDS 135 140 57' 140 129 140 60' 140 128 140 PRESSURE 'IV! 90' 72 111 103 140 .90' 94 121 140 60' 140 177 130 84' 140 -107 132 (PSF( �s� 96' 65 100 BQ 740 ,116' 85. IDS 140 63' 140 .96. i14 68' 140 90 114 77 140 102' 60 91 86 132 182' 77 100 140.- 66' 130 84' 100 72' 140 78 99 76' 132 $ 108' 55 83 79 122 108' 71 92 1 135 69' 11T 74 68 76' 125 68 1 86 80" 119 114' 51 77 73 113 11P 65 95 125 72' 105 66 79 80' 112 59 76 84' 107 1111 3 124' 47 71 88 105 120' 60 79 116 75' 95 58. 71 84' 102 52 68 68' 98 12V 44 66 64 98 126' 56 73 109 78' 87 52 64 88' 92 47 62 97 90 132' 41 62 60 91 132' 52 68 102 81' 80 47 58 97 84 42 56 96' 83 138' 38 58 56 Be 138' 49 64 96 84' 74 43 53 96' 78 38 51 1D0" 76 144' 36 54 53 81 144r 46 61 90 87' 68 39 48 100' 72 34 47 1D4' 71 150' 34 51 50 76 150' 43 57 85 90' 63 36' 45 104' 67 31- 43 108' 66 N 156' 32 49 48 72 15W '41 54 81 93' 59. 33 41 108+ 62 29 40 117 82 O� 162' 31 46 45 69 162' 39- 51 77 96' 55 30 38 117 58 27 37 116' 68 C 168' 29 44 43 65 168' 37 49 73 99' 51 28 36 116' 54 25 34 120' 55 .m? 174' 28 42 41 62 174' 35 46 70 102' 48 26 33 126' 51 - 23 32 124' 52 p h 180' 27 40 40 59 180' 33 44 67 105' 46 24 31 120 48 21 30. 128' 49 1116' 26 39 38 57 186' 32 42 64 108' 43 22 9128' 46 20 28 137 46 192' 24 36 36 54 192' 31 41 61 111' 41 21 28 132' 43 19 27 136' 44 198' 23 35 35 52 198' 29 39 59 114' a 20 25 136' 41 18 25 140" 42 p OpC 204' 23 33 34 Be 204' 28 31- 1 56 117' 37 1 19 25 140' 39 17 24 144' 40 W .2t0' 22 32 32 48 210' 27 36 54 120' 35 18, 23 144' 37 16 23 148' 3B 216.' 21 31 31 .48 216' .28 35 52 123' 34 17 22 14B' 35 15 22 152 36 gq 222' 20 30 30 45 222' 25 33 50 126' 32 i6 21 152 34 14 21 156' 35 d ?+ 228' 19 29 29 43 228' 24 32 49 129' 31. 15 20 156' 33 14 20 160' 33 234' 19 26 28 42 234' -a 31 47 132' 29 14 19 160' 31 13 19 164' 32 240• 18 27 27 4D 240' 22 30 46 135' 28. 14 18 164' 30 12 18 168' 31 248' 18 26 26 30 246' 22 29 44 138' 27 13 17 168' 29 12 17 177 30 C . 252' 17 25 28 38 257 21 28 43 141• 26 12 17 177 28 11 17 176' 29 '258' 17 24 25 37 258' 20 27 41 144' 25 12 16 176' 27 11 16' 180' 28 284' 18 23 24 38 264' 20 26 40 14' 24 11L::114 80' 28 10 15 Y84' 27270' 16 23 23 34 270' 19 28 39 150' 23 11 184' 25 10 15 188' 26 278' 15 22 23 34 278' 19 25 36 153' 22 10 188' 24 10 14 197 25 NOTE'.THE NON-REITNIION SLAT AND VIEWPORT:SLAT SPANS.OR DESIGN WIND LOADS SHALL NOT EXCEED THE'SLAT PERFORMANCE'TABLES ON SHEETS 7 AND 6 FOR ANY CONFIGLIRATION, O••' °S' 1 *.P lk�� ''� nlim, a 4'BUILD-OUTS 4'BUILD-OUTS 4'BUILD-OUTS 4'BUILD-OUTS 3'BUILD-OUTS END-RETENTION d NON- END-RETENTION&NON- END-RETENTION&NON-RETENTION TRACKS END-RETENTION 6 NON-RETENTION TRACKS END-RETENTION d NON-RETENTION TRACKS RETENTION TRACKS RETENTION TRACKS MA)OMUMDESIGN PRESSURE OFASINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF ASIN OLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE MAXIMUMDESIGN PRESSURE ML FOR ANYHEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHEDWTIH WALL FOR ANY HEIGHT ATTACHED WITH OFASBNGLEUNIT SLAT OF A SINGLE UNIT SLAT 11444ELCODRIL•FLEX 5116'-24ELCO DRIL-FLEX 5116-ELCOULTRACONHFH®'S'O.C. ate, NWLLFORANYHEIGHT WALL FOR ANY HEIGHT �' ATTACHED WITH ATTACHED WITH @ 6'O.C. @ 8'O.C. @ 4'O.C. @'41 O.C. 8'O.C. @.8'O.C. 0 4'O.C. CONC.B HOLLOW TIMBER 31W ELCO CONFLEX.Q 6.O.C. .318'ELCO CONFLEK®A'O.C. 116'AL15T 114•AUST 118'ALW IW ALIST 11b'ALfST 1f4'AL1ST 114'AL1ST FILLED CMU CMU SLAT SPAN, SLAT.SPAN SLAT SPAN CONC.B. CONC.8: PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE SLAT SPAN FINSLAT SPAN ED CMU FILLEDZMU PSF PSF) (PSF) (PSF) (PSF) (PSF PSF PS PRESSURE PRESSURE 66' 140 140 140 140 68' 109 131 140 57' 140 129 140 (PSF) (PSP) 60' 120 140 140 •140 7T 95 '114 140 60' 140 110 126 96' 109 106' 138, 54' 100 140 119 140 78' 83 101 139 '63' 137 '95 110 1W 101 172' 130 68' 84 123 1012 _ 140 80' 74 90 125. 66' 122 83 96 104' 94 116' 122 77 72 107 68 140. 84 66 81 114 69' 110 73 1 85 � 106' 88 120' 116 76' 62 94 77 129. 88' 59 73 103 77 99 65 76 117 83 124' 110 80' 54 84 68 115 9T 53 67 95 75' 80 58 68" Z 116' 78 12W 104. 84' 48 75 60 104 88' 49 61 67 78' 82 51 61 120' 74 137 99 88' 43 68 54 95 100' 44 56 61 81' 75 46 56 124' 70 136' 95 97 38 62 49 87 104' 41 52 75 84' fig 42 51 128' 68 140' 90 98' 34 'S8 44 80 108' 38 48 70 8T 63 38 47 137 63 144' 87 100' 31 52 41 74 11T 35 45 66 90' 59 35 43 136' 60 146' B3 104' 28 48 37 68 118' 33 42 62 93' S5 32 40 g 14W 57 157 79 106' 26 44 34 64 120' 31 39 58 98' 51 29 '37 Cc x 144' 54 156' 76 117 24 41 32 60 124' 29 37 55 99' 48 27 x p y 148' 52 160' 73 118• 22 38 30 56 128' 27 35 52 107 45 25 32 CC 152' 50 164' 70 120' 20 36, 28 53 132' 25 33 49 105' 42 23 30 .i�Zip 156' 48 166' 68 124' 19 34. 26 50 736' 24. 31 47 108' 40 22 28 160'' 48 177 65 128" 18 32' 24 47 14W 23 30 45 111' 38 21 26 p 164' -44 176' 63 132' 77 30 23 45 144' 22 26 42 114' 36 19 25 W 168' 42 180' 81 13T 16 29' 22 42 148' 21 27 41 NT 34 18 24 +:_ 177 41 164' 59 140" 15 27 20 40 152' 20 26 39 120' 33 17 22 176' 39 166' 57 144' 14 28 19 38 756' 19 25 37 123' 31 16 21 d 160' 38 197 55 148' 13 25 18 37 160' 18 24 38 128' 3D 15 20 184' 37 198' 54 157 13, 23 18' 35 164' 17 23 34 129• 28 14 19 . 168' 35 200' 52 158' 12 22 17 34 188' 16 22 33 137 27 14 18 197 34 204' 51 1S0' 11 21 16 32 11T 16 1 21 32 135' 26 13 17 19T 33 206' 49 164' 11 21 15 31 176' 15 20 31 136' 25 13 '17 m, Nib .2D0' 32 217 48 168' 10 20 15 30 180' 14 19 30 141' 24 12 18 f6 204' 31 216' 46 177 10 19 14 29 181' 14• 19 29 144' 23 17 15 o 210 30 227 1 45 176' 10 18 14 28 169' 13 48 27 14P 22 11 15 �p '216' 29 228' 43 180, 9 '18 13 27 196' 13 17 ffi 150' 22 '10 14 %%% 227 TB 23T 40 184' 9 17 13 26 204' 12 16 24 153' 21 10 14Cb `����.• p. NOTE.THE NON-RETENTION SLAT AND YIEWPOW SLAT SPANS OR DESIGN WIND LOADS SHALL NOT '•J% EXCEED THE'SLAT PQIFORMANCE'TABLES ON SHEVS 7 AND 8 FOR ANY CONFIGURATION, 'A,�At7 Ltl.11l►11��,CV ;V o N e� a X BULD•OLITS 3'BUILD-OUTS 3'BUILD-DIM 3'BUILD-OUTS 3'BUBA-OUTS 3'BUILD-OUTS w END-RETENTIONBNONAETENTIONTRACKS END-RETENTION&NOW END-RETENTION BNOW END•RETENTKINBNON. END•RETENTIONBNON-RETENTION TRACKS END-RETENTION BNON-RETENTIONTRACKS RETENTION TRACKS RETENTION TRACKS RETENTION TRACKS MAXIMUMDESIGNFRESSUREOFASINGLEUNR�BLAT IM)OMUMDESIGN PRESSURE CFASINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OFASINGLE UNRSLAT MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE MAMMUMDESIGN PRESSURE WALL FOR ANY HEIGHT ATTACHED WITH MAXIMUM FOR ANY HEIGHTATTACHEDyLITH WALL FOR ANY HEIGHT ATTACHED WITH OF ASINGLE UNIT SLAT OF A SINGLE UNIT SLAT OFASINCLE UNIT SLAT 5116-HFH ELCO ULTRACON @ 4'O.C. 114'-14 F1C0 DRILfLETC SHG-24 ELCO DRR-FLEX WALL FOR ANYHEIGHT" WALL FOR ANY HEIGNT WALLFORANYHEIGHT CONC.6 HOLLOW TIMBERATTACHED WITH ATTACHED WITH ATTACHED VBTH 6-O.C. 6'O.C. ®4'O.C. Q 4'O.C. ®8'O.C. @ 8'O.C. 0 4'O.C. 9 SLAT SPAN FILLm CMU CMU 3/8'ELCO CONFLEX@S'O.C. 35SLAT SPAN'ELCO CONFLEX®8'O.C. 318'ELCOCCNFLEX®4.O.C. 1B'ALST 1/4'ALST 111'ALST 114'ALSSLAT SPAN T IN AL/ST 1/0 ALIST 1/4'ALST PRESSURE PRESSURE PRESSURE CONC.6 CONC.B CONC.B PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PSF PSF.) SLAT SPAN SLAT SPAR SLAT SPAN FILLED CMU :FILLED CMU FILLED CMU PS ( (PSF) (P ( 6 6V140 125 140 PRESSURE PRESSURE PRESSURE 56' 140, 140 140 190 68' 109 122 iW 64' `140' 104 125 (PSF). (PSF) (PSF) 60' t18 140 136 140 7T 90 107 140 68' 14D 88 107 72' 135 84' 124 96' 140 64' 98 134 114 140 76' 79 94 126 72, 129 75 93 76' 120 88' '1.13 100• 133 68' 82 115 9B 140 80' 70 83 113 76' 114 1 65 82 80' 107 97 104 104' 124 72' 70 1 100 84 1 131 84' 62 1 75 1D2 �.. 1 80' 1D2 57 72 84' 97 96' 96 108' 117 76' 61 88 73' 117 88' 66 65 93 '84' 92 50 64 88' 88100' 89 112' 110 80' 53 79 '84 105 92' 50 82' 85 88' 54 45 SB 92' 81 104' 83 116• 104 84' 47 70 57 95 96' 46 56 TB 97 76 40 52 96' 74 108' - 78 120' 98. 88' 41 63 51 86 100' 42 52 72 � 96' 7D 36 48 100' 69 112' 73 124' 93 92' 37 58 45 79 104' 3B 48 67 Z� 100' 65 33 44 104' .64 115' 69 128' 88 96' 33 52 42 72 108' 35 44 63 a�J 104' 60 30 40 108' 59 120' 65 132* 94 100' 30 48 39 67 112' 33 41 59 ay y 108' 56 28 37 117' Sfi 124' 61 136' - 80 104' 1 27 44 35 62 116' 1 31 39 55. 4n 117 62 1 25 34 118' 52 128' 68 140' 76 108' 25 41 33 1 58 120' 29 1 36 1 52 .� 116' 49 23 32 120' 1 49 132' 55 144' 73 112' 23 38 30 54 124' 27 34 49 MEN 12T 46 22 30 124' 46, 138' 52 148' .70 115' 21 38 28 50 128' 25 32 48 Z x 124' 44 20 28 128' 44 140' 50 152' 57 12T 20 33 26 47 13T 24 3D 44 a 12W 41 19 26 13T 41 144' 48 156' .84 124' 18 31 24 46 136' 22 29 42 137 3B 18 25136' 3B' 148' 45 180' 82 128' 17 29 23 42 14T 21 27 40 136' 37 17 23 140' 37 1ST 43 184' '60 13T 16 28 21 40 144' 20 28 38 d 140' 35 16 22 144' 36 156' 42 168' .57 136' 15 2B- 20 38 148' 19 25 38 0 z 144', 34 15 21 148' 34 160' 40 172• 55' 140' 1 14 1 25 19 36 152' 18 24 35 1 ... 14T 32 1 14 20 157 32 184' 1 38 176' 1 53' 144'" 13 24 18 34 156' 1 17 22 33 167 31 13 19 158' 31 188' 37 180' 52 148' 13 23 17 33 160' 17 22 32 .Li _ 158' 29 13 18 160' 30 172' 36 184• 50 152' 12 22 16 31 164' 18 21 31 d 16(' 28 12 17 164' 29. 178' 34 i86' .48 168 11 21 16 30 188' 15 20 .29 1 w 164' 27 12 17 168' 28' 180' 33 192' 47 160' 11 20 16 29 172' 15 19 28C ', 188' 28 it 16 172' 26 184' 32 196' .45 164.' 10 19 14 28 176' 14 18 27 17Y 25 11 15 176' 26 188' 31 200' 44 l 10 18 14 27 180' 14 18 28 176' 24 10 15 180' 25 197 30 204' 43 172* 10 17 13 26 184' 13 17 25 180' 23 '10 14 184' 24 198' 29 216' 39 176' 9 17 13 q24 189' 13 16 24 'b 184' 22 8 14 188' 23 204' 27 228' 36 180' 9 16- 12 196' 12 15 23 yg� 188' 22 9 13 192' 22 210' 28 237' 34 18R 8 i6 12 201' it 14 22 NOTE:THE NDN-REIENNON SLAT AND MEWPORT SUIT SPANS OR DESIGN WIND LOADS SHALL NOT = %V C .� _�[• EXCEED THE"SLAT PERFORUANCE'TABLES ON.SHEETS 7 AND B FOR ANY CONF)GL41AMON. IA i i� 1110 a 4�BUM-INS 4'BUMINS IV BUILD-INS 4'BURD-INS 4'BUILD-INS 4'BUILD-INS ' END-RETENTION'&NWRETENTIONTRACKS END-RETENTION BNON-RETENTION TRACKS END-RETENTION&NON- END-RETENTION BNON- END-RETENTION BNOW END-RETENTIONBNCN-REIENTIONTRACKS MAXIMUM DESIGN PRESSURE OFASINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF KSINGLE UNIT SLAT RETENTION TRACKS .RETENTION.TRACKS RETENTION TRACKS 'MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE MAXO.NM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE CFA SINGLE UNIT STAT V%'EL ANY HEIGHT CONHFATTACHED .C. V1PI.LF.HFHELCOR ANY ULT ATTACHED OFASINGLEUHIT_SLAT OFA SINGLE UNIT SLAT OFASINGLEUNITSLAT LLFORANYHEIGHTATFLEX. IMTH 5/T6'ELCOULTRACON HFH @6'O.C. 5f16'HFH 0.00 ULTRACON�4'9.C• 1l4'-140.00 DRIL-PEEK WWIFCRANYHEIGHT WALL FORANYHEIGliT WALLFORANYHEIGHT CONC.B HOLLOW 1PRESSURTEPRESSURE j124 ATTACHEDNiTH ATTACHED WITH ATTACHED WITH TIMBER. TIMBER - 116'O.C. 1 6'O.C. I�4'LIST I 'ALIST .SLAT SPAN FILLEO.CMU CMU SLAT SPAN 318'0.COCONFLIX®8'O.C, 318'0.COCONFLEX@6'O:C: 3111'ECCOCONFLIX®4'O.C, 118`ALBT, 1!4'ALIST 1!B'AUST 1f4'ALISi d PRESSURE PRESSURE. PRESSURE .PRESSURE CONC.B CONC.B CCNC.B SLAT SPAN PRESSURE PRESSURE PRESSURE PRESSURE' PSF PSF) PSF) FILLED CMU FILLEDC.MU FILLED CMU. PSF PSF PSF) SLATSPAR SLATSPAN SLAT SPAN . 1 5T 140 123 140 86* 140 PRESSURE PRESSURE PRESSURE 58' 133 140 140 140 60' 140 107 130 BP 140 (PSP) (PSF) (PSF) 60' 1D9 140 128 140 Z I63' 140 93. 115' 611' 122 72' I 84' 129 96' 140 64' 91 132 107 140 6iIs66' '133 82 103 72 108 76' 122 88' 119 100' 140 68' 77 115 92 140 119' 121 73 93 76* 134 68 96 80' 110 9T 110 106' 134 1 7T 68 101 79 135 j 72* 110 65 84 80' 121 61 87 84' 101 96' 102 108' 126 76' 57 89 69 .121 75' 1DD 58 76 84' 111 64 .79 88' 92. 100' 95 112' 119 80' 50 80 62 ID9 78' 93 63 70 .68' 102 49 72 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 68 49 91 Zp 84' 80 43 59 96* 87 40 81 t0D' 73 112' 78 124' 102 92' 35 60 44 84 F g 87, 74 40 65 100' 81 37 56 10.4' 68 116' :74 128' 97 96' 32 55 41 78 H 90' 69 37 51 104' 75 34 52 108' 64 120' 70 132* 92 100' 29 51 37 72 93' 65 34 47 108' 71 31 49 112' 60 124' 67 136' 88 104' 27 47 34 67 y 96' 61 32 45 11T 1 66 29 1 46 116' 58 128' 63 140' 85 108' 24 44 31 63 99' 58 29 42 116' 62 27 43 120' 53 132' 60 144' 81 112' 22 41 29 59' m= 107 55 27 39 12W 59 25 41 124' S0 136' 57 148' 78 116' 21 39 27 -58 C�_ 105' 52 25 37 124' 56 24 3B 128' 411 -140' 55 152' 75 120' 19 38 25 52 a 108' 49 24 35 129' 53 22 36 132' 45 144' 53 156' 72 124' 18 36 24 50 111' 47 23' 33 137 51 21 34 136' 43 148' S0 160' 69 128' 17 32 22 47 114' 44 21 32 136' 46 20 33 -140' 41 15T 48 164' 67 132' 18 31 21 45' C 11T 43 2D 30 140' 4.6 19 31 144'. 39 156* 46 168' 65 138' 15 29 20 43 Z 120' 41 19 28 144' 44 16 30 148' 38 160' 45 172' 62 140' 14 28 19 41 ... 123' 39 18 27 148' 42 17 28- 152' 38 164' 43 176' 60 144' 13 27 18 39 g ' 128' 37 17 26 15T 40 16 27 156' 35 168' 41 1110' 58 148' 12 25 17 37 Lj 129' 36 16 25 156' 3916 26 •160' 33 172: 40 164' 56 152' 12 24 16 36. �' d 137 34 16 24 160' 37 15 25 -164' 32 176' 39 188' 55 156' 11 23 16 34 1 �1 135' 33 15 23 164' 36 14 24 168' 31 180' 37 192' 53 160' 11 22 15 '33 138' 32 14 22 166' 34 14 23 172' 30 184' 36 19T 51 164' 10 21 14 32 Y 141' 31 14 21 177 33' 13 22 176* 29 1811' 35 200' S0168' 10 '20 14 3D' _C.. 91 144' 33 13 21 178' 32 13 22 1.60' 28 19T 34 204' 49 172' 9 20 13 29. papd 147. 29 13 1 20 1S0' 31 12 21184' 27 198' 32 .216' 45 175' 9 18 13 28 W 150' 28 12 19 184' 30 12 20 188' 26• 204' 31 1 228' 41 180' 9 111 12 27 PN 163' 27 12 19 `188' 29 1 192' 1 25 1 210' 1 30 23T 39 184' B 18 12 :26. 004 a:y a 1e� . NOTE THE NON-RETENTION STAT AND NEWPORT SUIT SPANS OR DESIGN WIND LOADS SHALL NOT +Q 1 EXCEED THE'SLAT PERFOMANCE'TABLES'ON SHEETS 7 AND 8 FOR ANY CONFIGURATION. vL IC y`� 11,`11�1111o11CM n a 4'GUILD-INS 3'BUILD-INS 3'BUILD-INS 3'BUILD-INS 3'BUILD•INS 3'BUILD-INS END-RETENTION$NON-RETE'ITIONTRACKS END-RETENTION&NON-RETENTION TRACKS' END-RETENTION 8 NON•RETENTION TRACKS END-RETENTION$NON- END-RETENTION$NON- END-RETENTKNJ 8 NOW DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT RETENTION TRACKS RETENTION TRACKS RETENTIONTRACKS WALL FCR ANY HL3GHTATTACHEDWTH M0ILL FOR ANY HEIGHT ATTACHED WIiH WALL FOR ANY HEKiHT'ATTACHEOVMTH MAKIMUMDESIGN PRESSURE MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE 5116'-24 ELCO ORIL•FLEX 5/16-ELCOULTRACONHFH Q6'O.C. 5/16'HFH ELCO ULTRACON@4'O.C. CF ASINGLEUNIT SLAT OFASINGLE UNIT SLAT OFASINGLE UNIT SLAT NWLL FOR ANY HEIGHT WALL FOR ANY HEIGHT MUFORANYHEIGHT �6'O.C. @6'O.C. @4'0.C.. CONC:.$ HOLLOW TD4BER CONC.$ HOLLOW TIMBER ATTACHED WITH ATTACHED WITH ATTACHED VhH SLAT SPAN 8: 1/4"AUST 1/4'ALIST IWALIIST SLAT SPAN FILLED:CMU CMU SLAT 'CMU 31XELCO CON FLEX g.B'O.C. 318'ELCO CONFLEX•@6'O.C. 318'ELCOCONFLDL@4'O.C. - SLATSPAN � . PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE - PRESSURE PRESSURE PRESSURE CONC.B CONC.B CONC.6 (PSF) PSF PSF P PSF PSF PSFFILLED CMU FILLED CMU FILLEDCMU SLAT SPAN SLAT SPAN SLAT SPAN 68' 101 120 140 5T 140 119 140 fiD' 140 118 140 PRESSURE PRESSURE PRESSURE �s,��.� 72 88 106' 140 6D' 140 102 124 64' 140 99 131 (PSF) (PSF) (PSF) 76' 78 94 128 63' '137 89 109 6B' 140 85. 114'. 72' 14D 84' 134 96. '140 60' 69 84 115 66' 123 78 98 72' 135 74 100 76' 126 88' 123 100' 140 lip. 64' fit 76 105 69' 112 69 87 76' 1 121 1 65 89 80' 114 92' '114 '104' 138 . B8' 56 70 97 72' 102 62 79 80' 110 57 8D 84' '1D4 96' 106 108' 130 92' 51 63 89 75 93 56 72 84' 100 51 73 1 88' 96 100' 99 112' 123 Z 96' 47 SB 82 76' 86 60 66 BB' 92 46 66 92' Be 104' 93 116' '116 O 100' 43 54 76 B1' 79 46 60 92' 85 .41 61 96' 82 108' 87 '120' '110 Z 104' 40 5D 71 84' 73 41 56 96' 79 38 56 '100' 76 112' 82 124' 105 109' 37 47 -67 BT 69 38 52 100' 73 35 52 104' 71 116' 78 128' 100' 112' 34 43 63 90' 64 35 48 1041. Be 32 48 108' 67 120' 73 132' 95 g C z pc 116' 32 41 59 93' 60 32 45 108' 84 29 45 112' 63 124' 70 136' 91 120' 30 39 56 96' 56 30 42 112' 1 80 1 27 42 116' 1 59 '128' 66 140' 87 p?. 124' 28 36 53 99' 63 28 39 116' 56 25 40 1 120' 56 137 63 144' 84 .m cO N 126' 27 34 50 107 60 26 37 120' 53 24 37 124' 53 136' 60 148' 80 137 25 33 48 105' 47 24 _35. 124' 51 22 35 128' S0 140' 58 152' 77 136' 24 31 45 108' 45 23 33 128' 48 21 33 132' 48 144' 55 156' 74 C 140' 23 29R31 111' 43 21 31 132' 46 20 31 136' 46 148` 53 160' 72 D pC 144' 22 28 114' 41 20 30 136' 43 19 30 140' 43 15T 51 164' 69 •Z• 14W 21 27 11T 39 19 28 140' 41 18 29 144' 41 156' 49 168' 67 157 20 26 120' 37 18 27 144' 40 17 27 148' 40 160' 47 172' 65 156' 19 25 123' 36 17 26 1481 38 16 26 152' 38 164' 45 176' 62 3 cd 160' 18 24 126' 34 '16 25 157 36 15 25 156' 37 168' 44 180' 60 J 164' 17 23 128' 33 '18 23' 158' 35 15 24 '160' 35 172' 42 184' 59 d 188' '17 22 137 31 15 22 160' 34 14 23 184' 34 176' 41 188' 57 t 3 177 16 21 135' 30 'K 22 184.' 32 13 22 188' 33 180' 39 192' 55 178' 15 20 30 138' 29 13 21 1B8' 31 13 21 172' 32 184' 38 196' 53 180' 15 19 29 141' 28 '13 2D 177 30 12 20 176' 30 1B8' 37 200' 52 164' 14 19 28 144' 27 '12 19 176' 29 12 70 180' 29 - 192' 36 204' 50 IST 14 18 27 14T 26 12 19 180' 28 11 19 184' 28 198' 34 216' 46 o '^ 196' 13 17 26 150' Z5 11 18 1B4' 27 11 18 1B8' 27 204' 33 228' 43 204' 12 16 24 153' 25 11 17 188' 26 10 18 192' 27 210` 31 23T 41 .i► O'Ygz R 4 NOTE:THE NON-RETENTION SLAT'AND NEWPORT SLAT SPANS OR DESIGN WIND'LOADS SHALL NOT EXCEED THE'SLAT PERFORMANCE'TABLES ON SHEETS 7 AND B FOR ANY CONFIGURATION, ', nC 1011 nun 1j11I,,c am o • t� IJ T BUILD-INS T BUILD-INS 2.'BUILD-INS W 114'VP=0'318'ANGLES 2 BUILD-INS W 114'WALLS 8.318'ANGLES END-RETENTION 6 NCN-RETENTION TRACKS END-RETENTION 8 NON-RETENTION TRACKS ESRD-RETENTION&NON-RETENTION TRACKS END-RETENTION 0 NON-RETENTION TRACKS MAXIMUM DESIGN PRESSURE OFASINGLE UNIT SLAT MA%IMUMDESIGN PRESSURE OFASINGLEUNIT SLAT MA70MUMDESIGN PRESSURE OFASINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT WU FOR ANY HEIGHT ATTACHED WITH W+L.OCR ANY HEIG14TATTACHED WITH WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR AN Y HEIGHT ATTACHED WITH 114'•14ELCODRR-FLEX 5116'-24ELCO0RIL-FLEX- 5116-ELCO ULTRACON HFH @6'O.C. 5116-HFHELCOULTRACON@4'aa _ ^' 96-O.C. @6''D.C. @4'aC. @4-O.C. @B•O.C. @6'CLC. @4•'ac. CONC.B. HOLLOW CCNC.B HOLLOW 19 118'ALIST 114+AUST US'AUST IWALIST 114'AU*ST 174'AUST 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 PSF F) I (PSF) (PSF) (PSF PSF 56, 133 140 140 140 66, 109 123 .140 51 140 112 132 SO' 140 110 139 X:�� � 60' 110 140 128 140 77 91 109 140 60' 140 97 115 64' 140 93 120 69' 92 135 109 140 76' 80 97 132 03' 126 84 102 60' 136 79 104 ftloi 88 78 118 93 140 86, 72 88 119 66' 113 74 90 7T 121 69 92 77 67 104 81 139 8/' 65 79 109 69' 102 65 81 76' 109 60 82 1 76' 68 93 71 125 88' 58 72 .100 72' 93 68 73 BD' 98 63 73 . 80' 61 03 63 113 9T 63 66 92 75, 65 62 67 84' 89 47 66 84' 45 76 57 103 96, 49 61 86 78' .78 47 61 88' 82 42 60 g 88' 40 69 1 51 95 100' 45 57 80 61' 72 43 66 9T 76 38 65 0 97 36 63 46 87 109' 42 62 75 84' 67 39 61 96' 70 35 51 96, 33 58 42 81 108' 39 49 70 81 62 3S 48 100' 65 32 .47 100' 30 S4 39 75 117 36 46 66 90' 56 33 44. 104' 61 29 44 j 104' 27 50 36 70 116, 34 43 62 93' 54 30 41 108' S7 27 41 IV 25 47 33 66 120' 32 41 58 96, 51 28 38 112' 53 25 38 117 23 43 31 82 124' 30 38 56 99' 48 28 36 118' S0 23 36 m Z 116' 22 41 29 58 128' 28 36 53 10T 45 24 34 120' 48 22 34 O N 120' 20 .38 27 '55 137 v 34 50 105' 43 23 32 124' 45 20 32 .M FC� 124' 19 38 25 52 136' 28 33 48 108' 41 21 30 128' 43 19 30 01 '128' 18 .34 24 50 140' 24 31 46 111' 39 20 28' 137 41 18 29 137 17 33 22 47 144' 23 '30 4/ 114' 37 19 27 136' 39 17 27 p'� 138' 16 '31 21 45 148' 22 28 42 117' 35 f8 26 140' 37 16 ,2fi W 140' 15 29 20 43 15T '21 27 40 120' 34 17 25 144' 35 15 25 144 14 20 19 41 156' 20 28 39 128 32 16 23 148' 34 15 24 Li 148' 13 27 1B 39 160' 19 25 37 126' 31 15 22 152' 32 14 23 157 13 26 17 '38 164' 19 24 38 129' 30 14 21 158' 31 13 22 p 156' 12 25 17 36 168' 18 23 34 132' 28 14 21 160' 30 13 21 Fi F 16W 11 24 1 16 35 177 17 22 33 135' 27 13 20 164 29 12. 20 164' 11 T3 15 176' 17 22 32 138' 26 13 19 166' 26 12 19 .W 168' 11 ?Z 15 180• 18 :21 31 141' 25 12 18 172 27 11 18 172 10 21 U 184' 15 20 30 144' 24 12 18 176• 26 11 18 p�p � 178' 10 20 13 156, 15 19 29 141 24 11 17 180' 25 10 17 W' o 10Q 9 20 13 22J 196' 14 18 27 150' 23• 11 16 184' 24 10 17184' 9 19 13 204' 13 17 26 153' 22 1 1D 1 16 1 188' 23 10 16 ♦♦♦\\\\\ A `3 Q. b . NOTE THE NON-REIENRON SLAT MID VIEWPORT SLAT SPANS OR DESIGN WIND LOADS SW41 NOT. EXCEED THE'SLAT PERFORMANCE'TABLES-ON SHEETS 7 AND.8 FOR ANY CONFIGURATION. cp J% nj !4♦ \� ♦7+�77 11 IL111�t!5 . ti0 r, a. 7 BUILD-INS W 114'WLLLS&31F ANGLES 2'BUILD-INS W 114'WILLS 83V ANGLES. 2'BUILD-INS W 714'WLLLS&318'ANGLES T BUILD-INS W 114'WUS&aW ANGLES END-RETENTION& END-RETENTION& END-RETENTION&NON-RETENTION TRACKS END-RETENTION B NOWRETENTION TRACKS NON-RETENTION-TRACKS NON-RETENTION TRACKS MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UN IT SLAT MAMMUM DESIGN PRESSURE OF A. MAXIMUM0ESIGNPRESSURE OFA VVALL,FCR ANY HEIGHT ATTACHED WTH WLLLFOR ANY HEIGHT ATTACHEDVM SINGLE.UNTTSLAT VALL FCR ANY SINGLE UNIT SLAT ML FCR ANY 114'44 ELCO DRI--FLEX: 5116'-24ELCODRIL-FLEX: dam. HEIGHT ATTACHED WTH HEIGHT ATTACHED VTITH 318'ELCOCONFLEX®B•O.C. 318'ELCOCONFLEX 0S'O.C. �8`O.C. �6'O.C. @4'O,C. ®4.0.C. ®8'D.C. ®6'W. @4'QC. 1A3'"T 1/4'AL15T 1R'ALIST� 1H•Al1ST 114'AUST 114'AUST 11VAUST SLAT SPAN ' CONC.&FILLED� CONC.&FILLH1 PRESSURE PRESSURE PRESSURE PRESSURE SLAT SPAN PRESSURE PRESSURE CMU CMU PSF P P P PSF SLAT SPAN SLAT SPAN > 56' 125 140 140 140 68• 95 112 140 1. PRESSURE(PSF) PRESSURE(PSF) S 60' 103 '140 119 140 72, '84 99 131 68' 140 72' 140 64' 88 TTA 101 140 76' 74 BB 11T 72, 128 76' 140 6B' 73 108 86 140 BO• 66 79 106 76' 113 80' 129 72' 62 95 76 124 84' 59 72 97 - $ 8(• 102 84' 118 76' 64 84 66 112 Be, 54 65 19 81' 1 93 88' 108 80' 48 76 58 101 1 92' 49 60 .82 88' 85 9T 1D0 84' 42 68 52 92 1 98• 45 55 76 Z 92, 79 96' 93 88' 37 62 47 85 100' 41 51 71 96' 73 100' 87 92' 34 57' 42 T8 104• 38 47 66 100• b8 104' 82 96' 30 52 39 72 108' 35 44 62 aaayyy 104' 63 108' 77 10D' -28 48 35 67 117 33 41 58 ?: 106' 59 117 72 104' 25 45 33 63 116• 31 39 1 55 p 112, 56 116' 8B 108' 23 42 30 69 120' 29 36 52 u.1� 116' 52 120' 64 112' 22• 39 '2B 55 124' 27 35 49 �Z= 120' S0 124' 61 116' 20 37 25 52 128• 26 33 47 C:),y 124' 47 128' 58 12D' 19 35 25 49 132, 24 31 44 128' 44 132' 55 124' 17 33 23 47 136' 23 29 42 132, 42 136' S3 128' 16 31 22 44 140' 22 28 40 � 136' 40 140' _ 51 132, 15 29 20 42 144' 21 27 39 Z 140' 39 144' 48- 138' 14 28 19 40 148' 20 26 37 Lu 144' 37 148' 46 140' 14 27 18 38 152, 19 24 35 @@ ss 148' 35 15T .45 144' 13 25 17 36 156' 18 23 31 152, 34 156' 43 146' 12 24 17 35 160' 17 23 33 d 158' 32 160' 41 152, '12 23 16 34 164' 17 22 32 160' 31 164' 40 166' 11 22 15 32 166' 16 21 30 , 164' 30 168' 3B 160• '11 21 14 31 172, '16 20 29 Y 168• 29 17T 37 1B4' 10 20 14 30 176' 15 19 28 C 172' 28 176' 36 186' 10 20 13 29 180• "14 19 27 'CI Nil 176' 27 '180' 34 1 1177 9 19 13 28 184' 14 18 26 160• 26 19T 31 176' 9 18 12 77 189' 13 184' 25 204' 29 1B0, 9 18 12 26 196' 13 18 24 " !-•1 188' .24 216' 26 1B4' 8 17 11' 25 204' 12 15 23 ,n NOTE'THE NON-RETENTION SLAT AND NEWPORT SLAT SPANS OR DESIGN WIND LOADS SHALL NOT d,=j EXCEED THE'SLAT PERFORIMNCE"TABLES ON SHEETS 7 AND 8 FOR ANY CONFIGURATION. Q•, _ A„ o r r� ANCHOR()YR) (SEE CONNECTION ANGLE CAPACITY ON SHEET 19) 1/4'0 OR5/16'0 ULTRACON O 12'O.C. 1/4'0 DRIL-FLEX OR BOLT WITH CAP I1V ANGLE(7YP) 18 (SEE CDNNECTON ANGLE CAPACITY ON SHEET 19) NOTE ANCHOR(M) SECTION FOR THE WALL (SEE CONNECTION ANGLE CAPACITY ON SHEEP 14) MOUNT IS SHOWN.HEADER �. I '' •;,4 '• SIMILAR TO SILL CAN BE 1/8'THICK ALUM.ANGLE UP TO 2500 LBS' USED.WITHOUT CAP OR 1/4'THICK ALUM.ANGLE UP TO 6500 LBS •• :•d'• •,A,'. ANGLE (SEE CONNECTION ANGLE ON SHEEP 19) • i.' r'. 1/4'0 DRIL-FLEX OR BOLT •" ,'!• .. ^ (SEE CONNECTION ANGLE CAPACITY ON SHEET 79) din @: SLAT SPAN1.7 —�+— SLAT SPAN SHUTTER SPAN Z 2 SPAN SINGLE UNIT ELEVATION SINGLE UNIT WITH STORM UM INSTALLATION-N.TA a�y LLA E SHUTTER HOUSING I8 SHUTTER HOUSING v 35MM SLAT 58MM SLAT g - V11— STORM BAR 3 STORM BAR J (SEE TABLES ON SHEETS 20 TO 22) ; (SEE TABLES ON SHEETS 20 TO 24) OOC ME Z t/B'THICK ALUM.ANGLE UP TO 2500 LBS 1/8'THICK`ALU M.ANGLE UP TO 2500 LBS Lu 1/4'THICK ALUM.ANGLE UP TO 6400 LBS 1/4'THICK'ALUM.AZOLE UP TO 6500 LBS (SEE CONNECTION ANGLE 'ON SHEET 19)(lYP) (SEE CONNECTION ANGLE ON SHEET 19) ,J 1/4.0 DRIL-FLEX OR BOLT . ¢ ' (SEE CONNECTION ANGLE CAPACITY ON SHEET 19) 1SEE CONNDRIL-ECTION AN BOLT (SEE CONNECTION ANGLE CAPACITY ON SHEET 19)' di ANCHOR(TYP) (S[>=•CONNECTION ANGLE CAPACITY ON SHEET 19) p y. ® 0 19 � �' :v.7.:• '.a •.�:,. NOTE ,•. .• -v. .' SECTION FOR THE SRL 5 ,• ' SHOWN.HEADER OPTION IS SIMILAR WITHOUT CAP OR T } • NI.� "�.'. ANGLE IS.LAT'SPA.N SLAT SPAN—+�SLAT SPAN Y'~0. EXTEND SILL UNDER SHUTTER OR*USDA TAP TUBE OR ANGLE ATTACHED��IO+.R'.•' i SHUTTER SPAN 7/{'0 SELF-TAPPING SAE:®12 3 OR MORE SPAN SINGLE UNIT ELEVATION 1/4'0.5/16'0 ULTRACON(lYP) :o;Na 'O �1 SMUELNUTwrn SrORMBLISRtSTAUATM-N-Ts' BUILD-IN SECTION (SEE CONNECTION TABLES ON SHEET 19) =1:a n I E BUILD-OUT SECTION - w m < sr0w19AxuNSTAMAnoN-N.Ts. E - :V a CN STOAH BAR OtSMWT10N-N.TS NORM OARS CAN BE USED ON-MULTIPLE UNIT INSTALLATIONS ���r��. • � • .STORM BARS CAN BE USED TO REDUCE MINIMUM SEPARATION 70 GLASS �I/TTT*ptT�`C'V`■ p� o r ,r STO M BAR �d (SEER TABLES ON SHEETS 20 THRU 22) Y� I 51�iU TER NOT I 1/4" HICK AALUM.AANNCCLE UP TO 6500 LES •• ry SHOYM FOR I (SEE CONNECTION ANGLE TABLES ON THIS SHEET) �pY OPTIONAL I 1/4'0 ORR-FLEX OR BOLT(TYP) INTERIOR I (SEE CONNECTION ANGLE TABLES ON THIS SHEET) T ANGLE LEO ATTACHMENT I 1/4'0,5/16.0 ULTRACON(TYP) � I (SEE CONNECTION TABLES ON THIS SHEET) I TV,I Lj�' - ® ® ® O �� I ✓� . x.11 OR NEd , Z MIN, .SPA s 10d:h Id'(TYP) 1/4.0'O2.00.•BE ULTRACON OEEN p R Od 0 MINN. H OPnOMAL FILLET �.y�,�.Cq F BUILD-OUT SI HEADER CONNECTION m ✓a'� `9_:�J` ^ OPE[ONLLSTORM BAR Q6TUlA7i0r1•N.TS �.Z yBUILD-OUT SILLMEADER CONNECTION CAPACITY CONCRETEBFILLEDCMU HOLLOWCMU YM DESIGNLOAD ANCHORSREOUIRED DESIGNLQAD ANCHORSREQUIREDLOAD ANCHORSREOUIRED. .CONNECTION ANGLE EACH ANGLE LBS DESIGN EACHANGLE LBS EACH ANGLE W .STORM BAR INSTALLATION-ALTs. 1690 31/4'ULTRACON. 1050 3114'ULTRACON 900 3114'ULTRACCN 2529 !1/4'UURACON 1100 4 114'ULTRACON 1200 4'1A'ULTRACCN 2DB0 (215116-ULTRACON 1290 (3)5116-ULTRACON 7770 3 5N6'ULTRACCN 1� NOTES 3120 3 5116'ULTRACON 1720 4 5116'ULTRACON 2360 4 N16'ULTRACCN d • SEE STORM BAR CONNECTION CAPACITY TABLE FOR REQUIRED ANCHORS.USE CENTER ANCHOR 4160 4 IF 5f16'ULTRACON. 2150 5&16'ULTRACON 2950 Sf1I,ULTRACON SPACING AND LOCATIONS WHEN REQUIRED. 6200 (5)S (6)WIS'ULTRACON ULTRACON 2560 (8)6/16'ULTRACON 3640 • SEE STORM BAR END LOAD ON MAXIMUM DESIGN PRESSURE..STORM BAR TABLES FOR THE REQUIRED Y MINIMUM CONNECTION CAPACITY 3440 (8)5116' 4720 B 5WIIt TRACON y CONNECTION ANGLE CAPACITY 2REQUIRED) Y! M= CONCRETE&FILLED CMU HOLLOWCMU WOOD it8•MINALUMINUM 1/4'MINALUMINUM '^ DESIGNLOAD ANCHORSREQUIRED DESIGNLOAD ANCHORSREQUItED DESIGN LOAD ANCHORS REWIRED DESIGNLOAD ANCHORSREQUIRED DESIGNLOAD ANCHCRSREWIRED p PSI EACHANGLELBS EACHANGLE FACHANOLE EACH ANGLE EACH ANGLE 1280 7 1H•ANCHORS 700 1114'ANCHORS B00 1114'ANCHORS 1320 11!411 DRIL-FLE74: 2120 1 714-1/0R0.-FLEX ����`O�.. b•�•,''' ���i 2520 2114'ANCHORS 1400 1N'ANCHCRS 12M 214'ANCHORS 2840 (21114 --FLEX 4240 IX14DRIL-FLEX �qq 2080 7 5116'ULTRACON 8607 5116'ULTRACON- 1180 (1)'5M6'ULTRACON 3960 3 1414 DRIL-FLEX 6360 (31114,14 DRIL-FLEX 4160 5fl6`ULTRA.CCN 1720 5116'ULTRACON 2360 25116'ULTRACON 1240 1114 THRU BOLT 2500 1114 THRU BOLT _x•49 020 I 21 3APDROPIN 2560 3 6116'ULTRACCN 3540 3 6H6'ULTRACON 2480 2 114 THRU BOLT 6000 114THRUBMT _''-a 4040 3AL'DROPIN 3440 4 5116'ULTRACCN 4720 4 SMS'ULTRACON 3760 2 318 THRU BOLT 3780 1 3B THRU -T - ;V < Qi, e ry 'p4rtt7 a a Pa X91 Ooh 2 � 2 p O 3y �"�' �'No`�"$'w`8t$'d'�".d'$�'�P'+P.+`6'$`6'�Yn`d�',�!$�'23$$�';'�'vm`&.�$$$. �gp� ❑ m 44p" g��m o� rTr g~ 4141 N N r1+++ IJ 41 W NN N+++fJ 414t m IJNN+ Y 414141 NN I.i+ i'T^' ' i a i+L1 a+ia m1:1 Ya.i�Lo i'+po in ISai ii+Ls i'+em G iw i iii m i+mL:lu yi m s m m m m m �yl C = L O rl N E {{.YiTO=1 O u o A C o W m .c -1v m 'm v m 71i8f"i� �iumrt8j LL02 N m m5 In 53 G .....+++.+.. ....���+�.�+tea .a..a. . . . . ..a�a+++++.a P iP��lPP V iNG���PPiP V iHb��bsP�P V i NCio�iP Go lP is V iIV CZP3 -i s 3 2 s O 2 rA p 3 z a v 41 Oy A yy �p op yy�o3�y] �i V+ NmO�im^mNy4mt�mm+gN �o�iN +A p�m[mitm�air uN$Ty 2 Z Z~m A m r p9 N +=CmJ yS p A 2 Vl qgt D Y �t O O 4441443; rk HmX •OS�tnC 0 Ntw qq t�pp 44tt 44�t pp pptt mm 4t 4411 q Qt {�mq p (my o � +{N!�$V to Ot�mp$AmA+mN V r{!�$W V NtA4 Oa OabN+m$u N+V AYm V Ole C R.Zg1 �m 225 ER0 . { o `1►111►1111111////''�� oao ami� �b w V:.+ +bLme�+ o$cmii a�1E ids •en ,awma Engineer(ng,I.LG * � F mi A sSAN 20 °" 1 END RETEI ON IINON-RETENMN OF � �' o on opnirH er "'�` ROU SHUTTER SYSTEM i N=WM.. ''�� o`` 4/75/15 nu xrs Is am cxac'eaooulblLoesz z ' y �T � w�512 at'ssT�+sN �: �T �s �sw����Ta�2't,s� N1n� o tom f(f�n�Ao 3$N m 2 Z$~ pM u�o+ .`d ++m no+ ��.RWN NSBmS�'i XM -2m-NM2 uNrv5NT +0 0 0 0 0+++++O O Q O o�++++0 0 0 0 0+++++O o 0 0 0�rfl•`� �kn F.I�oinm m�w6+sbm6om 6omyin i.+'+ba+c+Ea a+a�Fn inrba+m mham z„C�,1� o�z D C y C �D Cp O1 N PP ep OODD O1 f� �O pp q (J� tmp CD O1 q �X POM S��`B . =S'N'13 �v n m p _� M-m o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o OW o o O o O o o g o C o C o j�i 66 A l Bco mce W co �W m'W co co 6o Bo co "io bo co co mm" mmmm V 2py mqi g O y n < v 2 IApi H � �X v og�o�=:m$�$gSmmpmg�gSS 10 w m 5 Na mO N S T p 2 El N N N+ [J tJ ff 4f4-11 W NNN+ 4f 4f N N N ' PP m m NA W i�AAP+mA'-•m L�NPA mA+ Ny'� +� pH 2 ail m C ' • O O'ial G] ii:; WW ��jj pyp f�ypA a!ii S'. SN��OpO.O mtp�mN�i$1.��NtQiO�.m 1.����SNiQi��mNS1i�SCSNy 2']19 �C O Ftp+Omi my c+A m JARj;pMpa•, a.tiem maim L'A N o ib io m6060:1 a faomm3s mmm:1 a ii ommboa Disc y; Na 86624 Z�* wmw iM d4TE ><.a„� °°` angineei►ng;LLC. 58MM BERTHA �F END RETENTION 1 NON.RETENTION ASSAN N 601017817.FLL:.n n a EIIU1C♦9 QaU Er i: e � •cumlwc 6F wniwvlml�2WQ ^K;n b Yo1r eeKgraiea7110nf �'- ROLL-0P SHUTTER SYSTEM w ac �.d�ff66YY!! `� GATE OWIVIN 9Y $fNE PR61.I. �M WMRWDS MM WW PAI WXK FL IMW '1 ftlJ111 `I 4�25�15' m las 15-.0401 P60t-:600.13L2201:FAX 561.611.0652 WFA 9RMEE MiG v S3 ,i rr +O 16mdlJJtbNrr mfGm V NmrrOr fCm Vm.V qN r r JN�o��a� O P� oPm mOtOON OL m mOAm�w mOsmNa' yG) 'y m 0 S2 N�mm A T gm MIM yNy MA oo�N 2 r Z Z N O 2 X N� m QA p N 5 � B to ao�� �cm'ei LL--JJ y S q i i '�'Y.�'7dYnb"S'ulS��Yn$m$&v$mgk'e$NS'�om..4�E6$.`d'$$`d•'S•'$�m$$yi'�a�m$ p v m TO N g ~ +0 0 0 0 0+ +0 0 0 0 0+ +0 0 0 0 0+ 0 V U O tb m m�1 ill O is V lJ m m to m�1 to m �+ pti m - X y` mo ''o$�N3Yd�`8.m$'oSS'•'$Yn'�r`4S�N>$�o'�`n' .mo&'mN'o•w..o'$.'ob"Ei��•'Smao�$�v'��z pzy$ m m w n,�o�f3a2i�fJa $21�;o"iv+�.o,m�24F,y4�92�a+ $ b m O N j T~Z tt�tt eec a omeeedee ```,``yO� �CM��i mmmmmmmm�mmmioineommiamviciaisiamhoe>mm�:nmmmmmmmm�=�� . ww wn ,AFM.. i DAI IWOM "E WE °°" `� E�gineedng;llG SBMNBERTHftASS END RETENVON I NON-RETENTION .44 r E11101:764A FY.ntda+[v�rat[�s6ixE! ctxmcvE'rc 'Wawle"to Yar Be�tRatatllaf o� SME. p,.+: ROLL-UP SHUTTER SYSTEM ,va w las is-ml fl au: e.,oesz