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HomeMy WebLinkAboutProduct Approval Castle t' Impact Windows FACTORY DIRECT SINCE 1969 Z-12 `- COMPLETE HURRICANE PROTECTION SOLUTIONS ,7089 Hemstreet Place West Palm Beach,FL 33413 800.643.6371 Property Information Building Information Owner: BLOEHM,ROSALIE Wind Zone: 165 MPH. Address: 4245 S INDIAN RIVER DRIVE Exposure Category: D FORT PIERCE,FL 34982 Minimum Building Dimension: 40 ft. Mean Roof Height: 15 ft. ji� Risk Category: II Design Pressure Calculations Opening Max Positive Max Negative Number Pressure(pso Pressure(psf) 1 37.4 -41.0 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.61h Edition(2017)Florida Building Code. Page 1 of 1 Customer: BLOEHM WorkOrder Number: 03262018003 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 -41.0 119.5 97 117.75 97 6"o.c. 0 0 0 0 6"o.c. Florida Building Code Online Page 1 of rtNfa* - �3�=a max, BCIS Home I Log In ( User Registration �w Hot Topics I Submit Surcharge i Stats&Fads Publications FBC Staff BCIS Site Map Unks Search .� Florida a� *Product Approval USER:Public User _ rj G ri�v,.a+'.Ea�Roi Product Approval Menu>Product or Application Search>Application List>Application Detail F ar.d 6 4° FL# FL5790-R12 Application Type Revision # , Code Version 2017 Application Status Approved 41 r; y Comments Archived Ll Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 x z[ (561) 209-8263 tz bfeeley@easternmetal.com Authorized Signature Bill Feeley 9 Y g Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative X Address/Phone/Email .ti Category Shutters 4 Subcategory -up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed `.. Florida Professional Engineer El 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 12/31/2018 Validated By John Henry Kampmann Jr. Validation Checklist- Hardcopy Received a' Certificate of Independence FL5790 R12 COI CertificationOfIndenendenceSS.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2002 4r { ASTM E-1886 2005 r- ASTM E-1996 2005 ASTM E-1996 2002 ASTM E-330 2002 TAS 201 202 203 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtDmAG7pmns8kO719PNvxfDMj 2... 1/2/2018 Florida Building Code Online Page 2 of ' Equivalence of Product Standards Certified By .y Sections from the Code jr Product Approval Method Method 1 Option D * Date Submitted 10/09/2017 3 _ r Date Validated 10/12/2017 ak e Date Pending FBC Approval 10/17/2017 rRI Date Approved 12/12/2017 V xjv F���"�"�r�� Summa hof Plroducts••• _. w_V � �. ___ _h.__ Modell,Number.or Name Description I 5790.1 _ 58mm Bertha End Retention • �tion/Non- Roll Shutter System (includes View Port Option) Retention Roll Shutter System F.a (Non-HVHZ) Y. Limits of Use Installation Instructions ' Approved for use in HVHZ: No FL5790 R12 II InstallationInstructionsSS. df Approved for use outside HVHZ:Yes Verified By: Trevor Johnson, P.E. PE-65624 Impact Resistant:Yes Created by Independent Third Party: Yes c i Design Pressure: N/A Evaluation Reports n 3 Other:This product shall not be installed within High FL5790 R12 AE Eva luationReaortSS.Ddf jr'` Velocity Hurricane Zone. For design loads and spans refer to Created by Independent Third Party: Yes }, engineered drawings (installation instructions). y> .P Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone.850-487-1824 F' cr x l The State of Florida is an AA/EEO employer.Copvrioht 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 1 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. W+. a - Product Approval Accepts: G ® 99M Credit Card — � s SO&- http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtDmAG7pnms8kO719PNvxfDMj2... 1/2/2018 1 • GENERAL NOTES: EVALUATION BASED ON: 1. TKJ ENGINEERING.U.C.HAS NO CONTROL OF THE MANUFACTURING,PERFORMANCE OR INSTALLATION OF THIS PRODUCT.THESE GENERIC PLANS FENESTRATION TESTING LABORATORY.INC. mID} WERE ENGINEERED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES AND TEST DATA PROVIDED BY THE MANUFACTURER. LABORATORY*No. 4760 6 2. THE ROLL IBC).THESE ROLL-UP SHUTTERS'SHALL NOT BE INSTALLED IN HIGH (-UP SHUTTERS SHOWN ON THIS PRODUCT EVALUATION DOCUMENT HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2017 6TH EDITION) REPORTDATE:T NO.5 ER 1,2005 6 8 FLORIDA'BUILDING CODE(FBC)AND THE 2015 INTERNATIONAL BUILDING CODE 'FILE NUMBER 05-418 2-3 VELOCITY HURRICANE ZONES(MIAMI-DARE COUNtt%BROWARD COUNTY).ROLL-UP SHUTTERS INSTALLED IN WIND ZONE d(SEE FBC SECTION TESTING'PROTOCOL:1330,E1886& 1609.1.2:2),OR ESSENTIAL FACILITIES SHALL MEET THE MINIMUM SEPARATION TO GLASS.DESIGN WIND LOADS SHALL BE DETERMINED AS PER EI996-02 SECTION 1609 OF THE ABOVE REFERENCED CODES,IN ACCORDANCE WITH ASCE 7-10.AND FOR A BASIC WIND SPEED AS REQUIRED BY THE WIDTH 7ESTED=120'0 DP-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 E33D,E1886& LABORATORY No. 4744 El 956.AND TAS 201:202.AND 203 AT FENESTRATION TESTING LABORATORY,,INC.AND AMERICAN TEST LAB OF SOUTH FLORIDA PER THEIR OATS'NOVEMBER 14,2005 REPORTS(SEE UST OF REPORTS). REPORT NO.4 FILE NUMBER 05-418 3. LIMITATIONS OF USE: TESTING PROTOCOL:E330,E1886& E1996-02 A THIS PRODUCT SHALL NOT BE USED IN HIGH VELOCITY HURRICANE ZONES(SEE FBC SECTION 202). WIDTH TESTED-97'W DP-45 PSF B. THIS PRODUCT IS QUALIFIED AS'NON POROUS'THEREFORE GLASS SEPARATION IS NOT REQUIRED EXCEPT FOR THE FOLLOWING LOCATIONS. LABORATORY No. 4740 DATE:NOVEMBER 14,2005w ESSENTIAL FACILITIES AS DEFINED IN ASCE 7-10 REPORT NO.J a m /\ FILE NUMBER 05-418 Z_( WHERE THE SPECIFYING AUTHORITY HAS SPECIFIED OPTIONAL ADDITIONAL PASS/FAIL CRITERIA IN ACCORDANCE WITH ASTM E1996 FOR TESTING PROTOCOL:E330,E1R86-02& 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 WIND SPEED GREATER THAN 170 MPH). WIDTH TESTED=120'0 DP-23 PSF • INSTALLATION IN THESE LOCATIONS SHALL MEET THE MINIMUM SEPARATION TO GLASS TABLES ON SHEET 9.THE SEPARATION TO GLASS LABORATORY No. 4644 MAY BE REDUCED BY USING STORM BARS ON SHEETS 18 TO 22 DATE:JUNE 17,2005 ' REPORT N0.2 C. INSTALLATION WITH INTERMEDIATE,END,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& EI996-02 �. . old D. INSTALLATIONS SHALL NOT EXCEED THE MAXIMUM ALLOWABLE STRESS DESIGN(ASD)DESIGN RATINGS AND MAXIMUM SIZE LIMITS BELOW. WIDTH TESTED-281"m DP-60 PSF ULTIMATE DESIGN WIND LOADS DETERMINED BY THE FBC AND ASCE 7-10 SHALL BE REDUCED TO ASD BY MULTIPLYING 0.6(SEE FBC SECTION LABORATORY No.4596 1609.1.2.4). DATE:APRIL 29,2005 Z 38 PSF MAX.PRESSURE 0 278REPORT NO. 1'MAX.WIDTH FILE NUMBER 05-418 TYPICAL SINGLE UNIT ELEVATION 140 PSF MAX:PRESSURE 0 96'MAX.WIDTH TESTING PROTOCOL:E330.EIBBB-02& ugi SINGLE SPAN UNIT INSTALLATION-N.TS SEE TABLES ON SHEETS 7 THROUGH 22 E1996-02 E. IMPACT LEVEL D;9-1/4 LB LARGE MISSILE IMPACT. WIDTH TESTED-242.5'0 DP-80 PSF V- W� ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS.ARE NOT PART OF THIS APPROVAL LABORATORY No.,2 0 F. Q H DATE:AUGUST 31,2000 REPORT NO.J Lu 'B H. INCREASE IN ALLOWABLE STRESS(1.33)HAS NOT BEEN INCORPORATED INTO THE DESIGN OF THIS PRODUCT. FILE NUMBER 00-256 TESTING PROTOCOL TAS 201 ca mom' 2-3 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:2x2x1/4,2.3x1/8, S THE SHUTTER SYSTEM AND MULLIONS.EXISTING STRUCTURES NOT ABLE TO SUPPORT THESE LOADS SHALL BE EVALUATED AS A SITE SPECIFIC 2x4x1/B,2x4x1/4 .E R PROJECT.SEE NOTE 4 OF PRODUCT EVALUATION NOTES. AMERICAN TESTING LAB OF SOUTH FLORIDA, Z J Ty-SEE TABLES ON SHEET 9(EITHER DIRECTION) INC.E:][p:::::::::: C Tx-SEE TABLES ON SHEET 9 LABORATORY 8 092.01-09 G DATE:FEBRUARYRY 2.201D Z T CERTIFICATION No.09-0203.02 Lu TESTING PROTOCOL:E330-02,E1886-05 Ty=SEE TABLES ON SHEET 9(EITHER DIRECTION) &E19DG-05 WIDTH TESTED=204'0 DP-62 PSF Lj END-RETENTION TRACKS NON-RETENTION TRACKS WIDTH TESTED 120'®DP=100 PSF J 2012 C 5. ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T6 ALLOY(UNLESS OTHERWISE NOTED OR CAN BE REPLACED WITH 6061-T6 ALLOY). LABORATORY No. OB03.01-12 A 6, SHUTTERS MAY BE MOTOR,TAPE PULLEY.OR GEAR DRIVEN. DATE;OCTOBER I6, 50.0 C _ Z-6 6 CERTIFICATION CO.201-1 7. SHUTTER MANUFACTURES LABELS SHALL BE IN ACCORDANCE WITH SECTION 1709.9 OF THE FLORIDA BUILDING CODE. TESTING PROTOCOL:201-94,&203-94 •� WIDTH TESTED=72'0DP=50 PSF PRODUCT EVALUATION NOTES: WIDTH TESTED=96'R OP-25 PSF C WIDTH TESTED 48 0 DP 140 PSF I. THIS PRODUCT EVALUATION DOCUMENT(P,E.D.)PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE IABORATORYNo. 0803.02-12 (1 � SPECIFIC PROJECT;I.E.WHERE THE SITE CON6ODIONS DEVIATE FROM THE P.E.D. DATE:OCTOBER 16.2012!I F� 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SELECTION.PURCHASE.AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON CERTIFICATION CONo..201-1 Y THIS PRODUCT EVALUATION PROVIDED AND SHALL NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. TESTING PROTOCOL. 0 DP-,&203-94 ` WIDTH TESTED-180"O DP-65 PSF ��� y� �+- SLAT SPAN �{ (�- SLAT SPAN �-- SLAT SPAN --+ 3. THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. WIDTH TESTED-274'0 DP=23 PSF - WIDTH TESTED=102'0 DP-140 PSF d7 i 4. SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF : d•OT' RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.THE ENGINEER OF RECORD.ACTING LABORATORY No. 0803,03-12 AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER,SHALL SUBMIT SITE SPECIFIC DRAWINGS FOR REVIEW. DATE; OCTOBER 19,2012 JYY ;Q TYPICAL MULTIPLE UNIT ELEVATION CERTIFICATION No.2650.01 e s- INTERMEDIATE NULUONREQUIRED FOR INSTALLATION-N.T5, ANCHOR&FASTENING NOTES: TESTING PROTOCOL'201-94,202-94 q7wO 203-94 �• 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"0 DP-+45/-6D PSF7-.O X51 YIELD POINT AND 90 X51 ULTIMATE TENSILE STRENGTH. � 7 LABORATORY No. 0803.04-12 2. NO EMBEDMENT INTO NON-STRUCTURAL COMPONENTS SUCH AS.STUCCO.TILE,SIDING,ETC.SHALL BE CONSIDERED AS PART OF THE EMBEDMENT. DATE:OCTOBER 19,2012 '�I �• 1 Q�0 ` 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 1111111111 EDGE DISTANCE FOR THE 1/4-14&5/16-24 DRIL-FLEX SCREW IS 1/2'AND SHALL BE ATTACHED TO 6063-T6 ALUMINUM OR A36 STEEL(OR WIDTH TESTED=96'0 DP-2$PSF LV BETTER). WIDTH TESTED=72'®DP-50 PSF LL N WIDTH TESTED-48'0 DP-140 PSF EXISTING STRUCTURE(TYP) CONCRETE,FILLED CMU,HOLLOW CMU, TIMBER,ALUMINUM,OR STEEL ;x 4•' 5/16'0 TAPLON W 12O.C.(TYP) Y BUILD-OUT HEADER • e <, 9, (OPTIONAL) AMR �ry • x •S• e 1/4'0 SELF-TAPPING D.C.(TYP) SMB® 12" e. SHUTTER HOUSING . $ 5/16'0 TAPCON, 3/8"0 ANCHOR. 1/4-14 SCREWS,OR 1/4'MAX 1/4.0 TAPCON 1/4"MAX ' 5/16-24 SCREWS(TYP) SLAT LOCK END CONNECTOR ®B'O.C. (SEE TRACK MOUNT TABLES EVERY OTHER SLAT AT EACH END 5/849 ACCESS HOLE O ON SHEETS 10 h 11 FOR 5/8"0 ACCESS HOLE , SPACING) 0.2'MIN t/d'0 TAPCON n ¢ d B'O.C. NON-RETENTION SLATNON-RETENTION SLAT ® SZ 5/B'0 OR 13/16.0 (SEE SLAT PERFORMANCE TABLE (SEE SLAT PERFORMANCE TABLE •• '� ACCESS HOLE(TYP) END-RETENTION TRACK SHOWN ON SHEET 7 FOR J'TRACK) ON SH OPEN FACE TRACK SIMILAR EET 7 FOR 4'TRACK) , , OMLL MOUNT (OPTION 1A) nWALL MOUNT (OPTION 1B) nWALL MOUNT (OPTION 1C) + o 31/4•END-RETENTION TRAIX-N.TS. 3'NON-REIENTION TRAIX-N.TS. 4•NON-RETENTION TRAL7(-N.T.S. r ZZW 1 1/24 1 1/2' 1--•y STAGGERED REZ STAGGERED .. l ffi e am Z d, e •.4 .� VA_ Lu 58MM SLAT J 3 3 S/164m TAPCON, SIDE RAIL/TRACK • In z 5/16.0 TAPCON. 3/8.0 ANCHOR, VERTICAL BUIIO-OUT C 3/0-0 ANCHOR, 1•x4• OPTIONAL STAGGERED 1/4-14 SCREW.OR 1'X3' OPTIONAL STAGGERED (OPTIONAL) •d ql �' 1/4-14 SCREW,OR 2'x4' ATTACHMENT ATTACHMENT $ 5/16-24 SCREW(TYP) 5/16-24 SCREW(TYP) 2'x3" d J'x4' (SEE 3"BUILD-OUT TABLES ON 3°x3" .0 _ 1/8"OR 1/4"WALL THICKNESS1 (SEE 4-1B ILD- FOR SPACING) 4"x4' SHEETS 12 h 13 FOR SPACING) (SEE TRACK MOUNT TABLES ON $� END-RETENTION SHEET 11 FOR THICKNESS) 1/4"0 SELF-TAPPING SMS(NP) 1/84 OR 1/4"WALL THICKNESS TRACK SHOWN A END-RETENTION OPEN FACE AND ll 7 TRACK SHOWN (SEE TRACK MOUNT TABLES ON NON-RETENTION OPEN FACE AND�� SHEET 11 FOR THICKNESS) TRACKS SIMILAR ® L2'z2'x1/8'ALUM.(TYP) ````\ C NON-RETENTION a TRACKS SIMILAR i SLAT LOCK END CONNECTOR `` �'' 6•' i SLAT LOCK END CONNECTOR a 'i J 1/4-14 SCREW,OR EVERY OTHER SLAT AT EACH END 1/4-14 SCREW,OR EVERY OTHER SLAT AT EACH END .1 1/8"THICK ALUM ANGLE SILL C Z'T 5/16-24 SCREW(TYP) 5/18-24 SCREW(NP) D.2'MIN (OPNONPL) �' O` 03"MIN (SEE TRACK MOUNT TABLES (SEE TRACK MOUNT TABLES _ ON SHEET 11 FOR SPACING) ON SHEET 11 FOR SPACING) 5/8'0 ACCESS HOLE(TYP) '.' i C 5/8'0 ACCESS HOLE(7YP) BUILD-OUT Slll A 4"BUILD-OUT OPTION 2A A 3"BUILD-OUT OPTION 2B B BUILDOUT SECTION (OPTIONAL) ENO-RETENTIONBNOtFREfENf10N-N.T.S. ENPRETENTIONfiNON-REfENfLON-N.T.S. ENO•RETENTION&NDN-RETENTION•N.T.S. A�1 111 1111111/ N NOTE: ACCESS HOLES FOR 3/8'ANCHORS ARE 13/16"0 '8, CV N �I EXISNNG STRUCTURE(TYP) j. CONCRETE,FILLED CMU,HOLLOW CMU, 5/16.0 TAPCON(TYP) TIMBER,ALUMINUM.OR STEEL OPTIONAL STAGGERED OPTIONAL STAGGERED (ENDCAP SYSTEM ONLY) ATTACHMENT ATTACHMENT A 5/16'0 TAPCON.3/8'0 ANCHOR, 5/16'0 TAPCON,3/e'0 ANCHOR, ' 1/4-14 SCREW OR 5/16-24 SCREW(TYP) 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) •' ° °•• (SEE 4',3".OR 2"BUILD-IN TABLES ON a (SEE 3"OR 2' OR TABLES ON • SHEETS 14 TO 17 FOR SPACING) a •'d SHEETS 15 TO 17 FOR SPACING) '' „ •. ..e•. •e.•'. •• NOTE: •4 ° • R ° NOTE: 1 SEE BUILD-IN TABLE J SEE BUILD-IN TABLE •• } CORRESPONDING TO THE Q "� ° 2'z4' CORRESPONDING TO 8 BUILD-IN WIDTH AGAINST THE L� •e 3"%4� THE IN WIDTH EXISTING STRUCTURE AGAINST THE , 4'x4' EXISTING STRUCTURE T 1/8'OR 1/4"WALL THICKNESS �S • Q1 ����, r 1/8'OR 1/4'WALL •�, UUUC (SEE TRACK MOUNT TABLES ON • THICKNESS(SEE TRACK SHEET 11 FOR THICKNESS) T6� •• '• MOUNT TABLES ON O �y SHEEP 11 FOR THICKNESS) 3 SLAT LOCK END CONNECTOR SLAT LOCK END CONNECTOR EVERY OTHER SLAT AT EACH END EVERY OTHER SLAT AT EACH END , • - • 0.2'MIN 0.2'MIN END-RETENTION TRACK SHOWN.OPEN FACE END-RETENTION TRACK SHOWN.OPEN FACE AND NON-RETENTION TRACKS SIMILARAND NON-RETENTION TRACKS SIMILAR 5/8.0 ACCESS HOLE(TYP) 5/8.0 ACCESS HOLE(TYP) 0� . . 1/4-14 SCREW OR 5/16-24 SCREW(TYP) (SEE TRACK MOUNT TAB1/4-14 SCREW,OR 5/16-24 SCREW(TYP) 1J.1 LES ON (SEE TRACK MOUNT TABLES y SHEET 11 FOR SPACING) ON SHEET 11 FOR SPACING) CF co A 4",3",OR 2" BUILD IN(OPTION 3A) n3",OR 2" BUILD-IN(OPTION 3B) 5/e'ACCESS HOLE(TYP) o FN6RETENRON B NON­RETENRON-N.TS. END•RETENTION B NON-RETENTION-N.T.S. SHUTTER HOUSING WZ' mom= 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) �'p= (SEE TRACK MOUNT TABLES m P=d ON SHEET 11 FOR SPACING) an W 58MM SLAT __A L3"z3"w3/8'ALUM. a p i • • L3'x4'w3/8'ALUM. S10E RAIL/TRACK p • 5/16'0 TAPCON,3/8.0 ANCHOR, W 1/4-14 SCREW OR 5/16-24 SCREW(TYP) (SEE 3/8'ANGLES TABLE ON b •• SHEETS i6 @ 17 FOR SPACING) m o °•' J r J g 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) •• " Q pj • (SEE TRACK MOUNT TABLES SLAT LOCK END CONNECTOR VERTICAL BUILD-IN C F 'P ON SHEEP 11 POR SPACING) EVERY OTHER SLAT AT EACH END �� ,n •a • d •• . 0.2'MIN C ° END-RETENTION TRACK SHOWN,OPEN FACE ° •°• a AND NON-RETENTION TRACKS SIMILAR • 5/8'0 ACCESS HOLE(TYP) 4a _ a Jag SLAT LOCK END CONNECTOR a 5/16.0 TAPCON,3/8.6 ANCHOR, `\ '"�•• �j� • EVERY OTHER SLAT AT EACH END 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) (SEE 3/8'ANGLES TABLE ON 0.2"MIN SHEETS 16& 17 FOR SPACING) . 5/8"0 ACCESS HOLE(T)P) -O: •W W J END-RETENTION TRACK SHOWN,OPEN FACE = @ to AND NON-RETENTION TRACKS SIMILAR =dT'• O` A L3x3x3/8 ANGLE BUILD-IN(OPTION 4A) L3x4x3 8 ANGLE BUILD-IN PTION 4B BUILD IN SECTION ENI>RETENTION&NON-RETENTION-N.TS. FND NON-RETENTION-N.T.S. ENPNETFNDON HNON-RETFMION-N,TS. % �• fill 11111 NOTE: ACCESS HOLES FOR 3/8"ANCHORS ARE 13/16-0 CV M � EXISTING STRUCTURE BUILD-IN,BUILD-OUT,END, UP TO J50 LBS SHUTTER WEIGHT WITH: INTERMEDIATE MULLION OR CORNER MULLION TIMBER,ALUMINUM,CONCRETE FILLED COR•STEELLL CMU, (4)5/16.0 TAPCONS OR UP TO 100 LBS SHUTTER WEIGHT WITH: UP TO 200 LBS SHUTTER WEIGHT WITH: (6) 1/4'021'SMS • (2)5/1 TAPCO OR (3)5/16'0 TAPGONS OR (4)1/4'0x1"SMS 4 a 1/4'0 SELF-TAPPING SMS(TYP) 5/16.0 TAPCON(7YP) ' ---- -_-- -_-- ---- MOUNTING BRACKET qu END-RETENTION&NON-RETENTION INSTALLATION-N,T. Q G STEEL BRACKET STEEL BRACKET STEEL BRACKET . : MOUNTING BRACKET INSTALLATION END-RETENTION&NO�RETENTION INSTALLATION-N.T.S. BT iZ 3/16.0 ALUM.POP-RIVETS .W W D ® oz ROLL FORM.030 TO.050 ALUM.HOOD GEAR PLATE OR Q � BACK SIDE MOTOR BRACKET """555"' a 0 W I. 3/16'0 ALUM.POP-RIVETS / m 1/4.0 TAPCON 0 18.O.C.(TTP) 1/4.0 SELF-TAPPING SMS g O y .. ®18.O.C.(TTP) P Am.�L ca- 1/8'HOOD ANCLE 1/8'HOOD ANGLE �f SIDE RAIL 1/4.0 SELF-TAPPING SMS / � M5x7 4 v 018.O.C.(TYP) Z 1/4.0 TAPCON 0 16.O.C.(TP.) GEAR OR TUBULAR MOTOR y-1 DRIVE IR 6 s STEEL OR ALUM.TUBE 60MM CAP Li J �� ^ 70MM UP TO 120 SF OR.180• 70MM 10DMM OVER 120 SF OR 180' J CUSTOM HOOD WALL ATTACHMENT CUSTOM HOOD CEILING ATTACHMENT BEARING PLATE OR #10.3/4.TEKS Cl END-RETENTION&NOILRETENTION INSTALLATION-N.T.S. END-RETENTION&NON-RETENTION INSTALLATION-N.T.S. IDLER SUPPORT C �' d STD,OR AOJ.PIVOT °Till u CAST SIDE CAP W �� o 6'TO 14' ROLL FORM .030 TO.050 ALUM. HOOD 11�` ll FRONT SIDE , °.,. #1023/4'TEKS :�_ +� �•O•a% • V :O SIDE RAIL p• L _ gq`� END CAP COMPONENTS AND ASSEMBLY • o.•' END-RETENTION&NON-RETENTION INSTALLATION-N.T.S. ' �I711111111\\\ ALUMINUM HOOD COVER `~ END-RETENTION&NON-RETEITTTION INSTALLATION.N.TS. �• 2.965' #lox 2 1/2'SMS SS 316 FH 1.060' 0.312' -1 � 1.364' 0.159" OR LONGER ACETAL END CONNECTOR 0.065' 0.062" 58 MM SLAT � ELO.0507. 0.316'IT0.800' 2.130'0.725' 1.051' 54'0.1BB' Nip 0.070' 0.080" 0.125' 0.252' L 0.069' 0.159"y 0.100 qqy �c 1.150• 1.291' 0.100 0.775' N. 6 �{G.a3a 6063-T6 ALUMINUM 3"SIDE RAIL 0.120 0.120" I Imo_ 7-NON-RETENTIONTRACK•SCALE 1:1 L 11117117 4,000' SIDE RAIL 0.100' �'0.188' 3.245' 2.564' 291' 6063-T6 ALUMINUM 3 1/4"SIDE RAIL _ [ 0.231 3114°END-RETENTION OVEN FACE TRACK-STALE 1:1 Z. O' 0.100' 0.125" 0.250' W.W 3.240' 1.237- 0.070o.,zs 0.775' END CONNECTOR DETAIL 1291` 0.726' D.a34' 0.187' END-RETENTION INSTALLATION-N.T.S Z 0.100" 0.180" 0.125' ILLE ca NYLON 6 ENO CONNECTOR Z= 0.100' 0.125' 0.231 B10v 1'SMB 55 316 FH 'm d OR LONGER u-aZ 1.150• 0.070' 0.775• 6063-T6 ALUMINUM 4Tl SIDE RAIL se MM sur -'+ 0.100,-/ 0.434' I1� 4'NON-RETENTION TRACK-SCALE I:1 0.100• 0.125' "I o O C � � Z -7I- 2.897' -.•�0.375'- 0 OW. 0.10 0.188' J 0.400' 0.160' Li t' • 6063-T 4T =1 M ALUMINUM 3 1 'SIDE RAIL 0...OD' ND4lETENTION STANDARD 7RAIX- ® ® ji A O C z 0.410" 2.288' 1.608 SLAT LOCK END CONNECTOR w IS END-RETENTION INSTALLATION-SCALE 1:1 � 0.125' 5 2.394' 2.697' `\\ 0.562• SIDE RAIL 2.645' g•�.� 6'1,. IIF 0.203' 0.181' I _ �� e �O•� _ ® E) 0.556' 6063- ALUMINUM 58MM SLAT END ON-RETENTIONSIAT- 1.608" j�'�bb 'O•:�( NOTES: MODULES OF ELASTICITY E= 10,000 KSI MDIIENT OF INERTIA I-.046 IN-4/FT ' 7j7LLI11111\\\\ SECTIONAL AREA A-1.713 IN 2/FT SLAT END CONNECTOR SLAT LOCK END CONNECTOR END CONNECTOR DETAIL gy SLACK(SLIP) Slack- .253.04 IN NON-REITNTION INSTALLATION-SCALE I:1 ND-RETENTION INSTALLATION•SCALE 1:1 NON-RETENTION INSTALLATION-N.T.S. - 49V Lt'7 � ANGLE BUILD-INS(TYP) vi 4',3',OR 2'BUILD-INS(TYP) 1/4-14 SCREW.OR 5/16-24 tN ALTERNATE FACHM NENnfl (SEE BUILD-INS TABLES ON END MULLION END MULLION SHEETS 14 TO 17 FOR SPACIN MULLION 1/4-14 SCREW,OR Rat 5/16-24 SCREW(TYP) � (SEE J ANGLES TABLES ON SHEET 17 FOR SPACING) END OTE'MULLION ENDlAUWON 1/4-14 SCREW,OR INSTALLATIONS SHALL INSTALLATIONS SHALL 5/16-24 SCREW(TYP) HAVE A FLORIDA HAVE A FLORIDA LLION (SEE TRACK MOUNT TABLES a PRODUCE APPROVAL PRODUCT APPROVAL TIONS SHALL ON SHEET 11 FOR SPACING) �� � FOR THIS TYPE OF FOR THIS TYPE OF FLORIDASHUTTER SYSTEM SHUTTER SYSTEM T APPROVAL IS TYPE OF SYSTEM IS 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) END-RETENTION TRACK SHOWN,OPEN FACE 1/4-14 SCREW,OR (SEE TRACH MOUNT TABLES AND NON-RETENTION TRACKS SIMILAR(TYP) {_ �. 5/16-24 SCREW(TYP) END-RETENTION TRACK SHOWN,OPEN FACE ON SHEET 11 FOR SPACING) END-RETENTION TRACK SHOWN,OPEN FACE (SEE TRACK MOUNT TABLES AND NON-RETENTION TRACKS SIMILAR.(TYP) AND NON-RETENTION TRACKS SIMILAR(TYP) a ON SHEET 11 FOR SPACING) ATYPICAL END MULLION(OPTION SA) WEND MULLION W/BUILD-INS(OPTION 5B) WEND MULLION W/ANGLES(OPTION 5C) END-RETENDON$NON-RETENTION-N.T.S. ENPRETENTION$NON-RETENTION-N.TS. END-RETE..$NON43ETENTION-N.T.S. Lu INTERMEDIATE MULLION INTERMEDIATE MULLION INTERMEDIATE MULLION L Y 1/4-14 SCREW OR 5/16-24 SCREW(TYP) ANGLE BUILD-INS(TYP) O4n NOTE: NOS; (SEE BUILD-INS TABLES ON NOTE: (TYPICAL ATTACHMENT) Luml l INTERMEDIATE INTERMEDIATE SHEETS 14 TO 17 FOR SPACING) INTERMEDIATE Z MUWON MULLION MULLION 1/4-14 SCREW,OR �Oy INSTALLATIONS SHALL INSTALLATIONS SHALL INSTALLATIONS SH4LL 5/16-24 SCREW(TYP) 2 d HAVE A FLORIDA HAVE A FLORIDA HAVE A FLORIDA (SEE J/8'ANGLES TABLES PRODUCT APPROVAL PRODUCT APPROVAL PRODUCT APPROVAL ON SHEET 17.FOR SPACING) FOR THIS TYPE OF FOR THIS TYPE OF FOR THIS TYPE OF J SHUTTER SYSTEM SHUTTER SYSTEM SHUTTER SYSTEM O 1/4-14 SCREW,OR C 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) W 5/16-24 SCREW(TYP) (SEE TRACK MOUNT TABLES 4',3',OR 2'BUILD-INS(TYP) (ONEf:SHEET TRCK11M0FOR SUNT PACING) �1 :a LES ON SHEET 11 FOR SPACING) ANGLE BUILD-INS(TYP) j a r (OPTIONAL ALTERNATE ATTACHMENT) pT ENO-RETENTION TRACK SHOWN.OPEN'FACE 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) AND NON-RETENTION TRACKS SIMILAR(TYP) END-RETENTION TRACK SHOWN,OPEN FACE C ,� ON SHEET 1K FOR SPA�CIN AND NON-RETENTION TRACKS SIMILAR(TVP) Ey END-RETENTION TRACK SHOWN,OPEN FACE AND NDN-RETENTION TRACKS SIMILAR(TYP) r:. � TYPICAL INT.MULLION(OPTION 6A) � INT.MULLION W/BUILD-INS(OPTION 6B) � INT. MULLION W/ANGLES(OPTION 6C) END-RETENTION$NON-RETENDON-N.TS. END•RETENTION$NON-RLTFNf10N•N.T.S ENb..T.ON$NON-RETENTEON-N.T.S. 0 I' 13 1 �� FIFIILTIIT N � N CCP 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) p� (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) lk, CORNER MULLION - 1/4-14 SCREW,OR Zj 5/16-24 SCREW(TYP) (SEE 3/8'ANGLES TABLES ON SHEET 17 FOR SPACING) R NOTE: 1/4-14 SCREW,OR � $$5 � CORNER MULLION NOTE: 5/16-24 SCREW(TYP) e; ^7 zwo INSTALLATIONS SHALL NOTE: CORNER MULLION (SEE TRACK MOUNT TABLES b HAVE FLORIDA CORNER MUWON INSTALLATIONS SHALL ON SHEEP 11 FOR SPACING) PRODUCT APPROVAL INSTALLATIONS SHALL HAVE A FLORIDA HAVE A FLORIDA FOR THIS TYPE OF PRODUCT APPROVAL �^ 1 SHUTTER SYSTEM PRODUCT APPROVAL FOR THIS TYPE OF FOR THIS TYPE OF SHUTTER SYSTEM SHUTTER SYSTEM 1/4-14 SCRLW,OR 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) END-RETENTION TRACK SHOWN,OPEN FACE END-RETENTION TRACK SHOWN, OPEN FACE .+ 5/16-24 SCREW(lYP) (SEE TRACK MOUNT TABLES AND NON_RETENTION TRACKS SIMILAR(TYP) AND NON-RETENTION TRACKS SIMILAR(TYP) ON SHEET EE TRAC11 FOR SPACING)NG) END-RETENRON TRACK SHOWN,OPEN FACE LES ON SHEET 11 FOR SPACING) AND NON-RETENTION TRACKS SIMILAR(NP) nTYPICAL CORNER MULLION(OPTION 7A) nCORNER MULLION W/BUILD-INS(OPTION 7B) nCORNER MULLION W/ANGLES(OPTION 7C) uz,I-- END-DETENTION R NON•RETEN730N-N.T.5. END-RETENTION 19 NON-RETENTION-N.T.S. END•RETENTION Q NON-RETENTION-N.T.S. 4Y7 Q f� Lu SON SLAT PERFORMANCE a`ed 4'NON-RETENTION TRACK w t 1/2' MAXIMUM DESIGN SLAT PERFORMANCE (STAGGERED) PRESSURE OF A SINGLE 3'NON-RETENTION TRACK Z' UNIT SLAT WALL FOR ANY W HEIGHT ATTACHED AND MAXIMUM DESIGN FOR ANY CONFIGURATION PRESSURE OF A SINGLE V UNIT SLAT WALL FOR ANY J e SLAT SPAN PRESSURE HEIGHT ATTACHED AND (PSE) FOR ANY CONFIGURATION c m 72' 65 z _ 'w w 76' 58 SLAT SPAN PRESSURE �, N 80' 52 (PSEG1 VERTICAL BUILD-OUT C 84' 48 1Y OR BUILD-IN 88' 43 76' 56 {L 92' 40 80' 52 I 96' 36 84' 48 - p 100' 34 66' 40 7 104' 37 92' 35 108' 28 96' 3D 116' 22 NOTE:THE NON-RETENTION STAGGERED SPACING DETAIL cW i=_ 120' 20 SLAT SPANS OR DESIGN OPTIONAL ATTACHMENT INSTALLATION-N.TS. WIND LOAD SHALL NOT O••- EXCEED THE'SLAT PERFORNFIGURATION. MANCE"TABLES FOR CORNER MULLION ELEVATION NOTE:THE NON-RETENTION SLAT SPANS ANY CO OR DESIGN WIND LOAD SHALL NOT SINGLE OR MULTIPLE MULLION INSTALLATIONS-MT.S EXCEED THE'SLAT PERFORMANCE- / TABLES FOR ANY CONFIGURATION. �ff11111111 TT�V W N � o o B �. N 2-3 ox ging 2• 3' 2' r -+EO EO gx� �- — ---------- -- --- x s�v III --� '----------1---- �- --- $'I x �T wx U FN — ------ — —D-- � A � e IIQQ OO �sOII --- - - — - ---- — --- -- ------ 7M. —0--0--��0 --- � I I II SLAT LOCK(TYP) 50 I POLYCARBONATE BUTT JOINT(TYP) X qox SLAT SPAN r9 inC GROUPED VIEWPORT UNIT ELEVATION _ + v SINGLE OR MULTIPLE UNIT INSTALLATIONS•N.T.S. .Z. O TYPICAL VIEWPORT WINDOW DETAIL GROUPED CONFIGURATION SHOWN ALTERNATING SIMILAR-N.T.S. KN Z 0 �3 0.085' � W+'' vsi i VIEWPORT SLAT PERFORMANCE m.Z Li POLYCARBDNATE WINDOW 10'MIN.i8'MAX.LENGTH N 2.3 END-RETENTION TRACKS ONLY u+ MAXIMUM DESIGN PRESSURE OF A NOTES: TENSILE YIELD STRENGTH ASTM D638 9,500 PSI ii W SINGLE UNIT SLAT WALL FOR ANY FLEXURAL STRENGTH AT YIELD ASTM D790 13,4.0 PSI r•� HEIGHT ATTACHED WITH 1'X3' FLEXURAL MODULUS ASTM D790 345,000 PSI {aJJ NOTCHED IZOD ASTM D256 17 FT-LB/IN O I POLYCARBONATE VIEWPORT 1.438' SMOKE DENSITY ASTM D2043 64.Sg MAX 9= RATE OF BIBURNING ASTM 0835 W C-1 CLASS Z LMNDOWS FOR ANY SELF ON ASTM DS 59 98D'F CONFIGURATIONTENSILE STRENGTH AFTER WEATHERING ASTM D638 8,840 PSI •. TENSILE STRENGTH BEFORE WEATHERING ASTM D638 8,880 PSI o W 4X ---------------------- SLAT SPAN PRESSURE SPECIFIC GRAVITY ASTM D792 0.043 LB/IN' Li (PGF) LiJ � u120' 100 .cn o. o s c 126' 99 132' 97 POLYCARBONATE VIEWPORT WINDOW d N �1 V A 138' 94 SARK INNOVATIVE PLASTIC LEXANAM RESIN-SCALE 1:1 C S Jo Z•( w 144' 91 150' 86 WL; .156' B1 162' 77 0.375• 1.000" 0.099- 168' 73 0.410' WINDOW • SLAT LOCK(TYP) 174' '69 CUTOIR0.125" �� ''lam SLAT SPAN 160' 66 rg `'.411 .r � �= ALTERNATING VIEWPORT UNIT ELEVATION ts2 6063 ..s6r _ .Q SINGLE OR MULTIPLE UNIT INSTALLATIONS•N.T.S. 198' m 204. 0.203• 0..191' 2.698' i 7 -L d .� NOTE: FOR ATTACHMENT DETAILS SEE SHEETS 2 THRU 7 NOTE:THE NEWPORT SLAT SPANS OR DESIGN WIND LOADS SHALL NOT EXCEED THE'VIEWPORT SLAT 6063-T6 ALUMINUM 58MM SLAT 77F FII LLL PERFORMANCE"TABLES FOR ANY CONFIGURATION. END-RETENTION VIEWPORT SLAT-SCALE I:1 CO o � I LOADS ON EXISTING STRUCTURE FROM SHUTTER SYSTEM END-RETENTION TRACKS NON-RETENTION TRACKS Tx=PARALLEL LOADS(PLF) MINIMUM SEPARATION TO GLASS(INCHES)REQUIRED FOR MINIMUM SEPARATION TO GLASS(INCHES)REQUIRED FOR SLAT PRESSURE PS INSTALLATION IN WIND ZONE 4 OR ESSENTIAL FACILITIES INSTALLATION IN WIND ZONE 4 OR ESSENTIAL FACILITIES SPAN 140 130 120 1 110 100 90 '80 70 60 50 40 30 SLAT PRESSURE(PS SLAT PRESSURE(PSF 3B' 210 195 180 165 150 135 120 105 00 75 60 45 SPAN 140 130 120 110 100 90 80 '70 60 50 40 30 V76' 65 60 55 50 45 40 35 30 25 20 48' 280 260 240 220 ZOO 180 160 140 920 100 80 60 36' 2.3 2.2 20 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 20 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 q 48' 3.9 3.7 34 3.1 2.9 2.6 2.3 2.1 2.0 2.0 2.0 2.0 2.2 2.1 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 I'm 60' 798 652 513 367 250 225 200 175 150' 125 '100 75 ' a 60' 4.8 4.7 4,6 4.5 4.4 4.2 4.1 3.8 3.3 2.8 2.3 2,0 2.9 2.7 24 22 2.0 2.0 '2,0 2,0 2.0 2.0 72' 1780 1695 1410 1225 1040 854 868 482 286 15D 120 90 � y 72' S.4 5.2 5.1 5.0 4.8 4.7 4:6 4.5 4.3 42 T. 3:1 3.7 3.4 3.1 2.6 2.5 2.3 2.0 2.0 2.0 2.0 84' 2659 2427 2194 1970 1736 1502 1276 1042 806 571 334 105 98' 3483 3211 2938 2884 2382 2107 1823 1539 1262 878 889 401 5.9 5.8 5.6 5.5 5.3 5.2 5.0 4.4 4.B 4.6 4.5 4.3 4.6 4.3 3.9 3.6 8.2 2.8 2.5 '2.1 '2.0 2.0 96'' 4298 3915 3654 3331 3007 2875 2349 2014 1808 1348 1009 671 96• 6:5 6.3 6.1 6.0 5,8 5.7 5.5 5.4 5.2 5.0 4.9 4.7 - 5.3 4.9 4.4 4.0 3.5 3.1 2.6 2.2 2.0108' 7.1 6.9 6.7 6.6 6.4 6.2 6.0 5.8 5.6 5.5 5.3 5.1 6.0 5.4 4.9 4.3 3.8 3.3 2.7 2.2 120' 5098 4727 4365 '3993 3619 3236 2860 2473 .2085 1696 1304. 911 120' 7.8 7.6 7.4 7.2 7.0 6.8 6S 6.3 6.1 5.9 5.7 5.5 6,6 5.9 5.3 4.6 4.0 3.3 2.6 r 132' 5883 5478 5065 5844 4221 3795 3368 2830 2480. 2048 1594 1147 132' 8.6 .8.3 8.1 7.9 7,6 7.4 7.1 6.9 6.6 6.4 -6.1 5.9 86' 7.1 6.3 5.6 4.8 4.0 3.2 "• 144• 5783 5293 4421 4345 3381 3377 2275 2389 1862 1372 144' - 8.9 8.6 8.4 8.1 7.8 7.5 7.2 6.9 6.6 6.3 92' 7.6 5.6 5.7 4.7 3.6 158' 5941 6421 4902 4385 3832 3279 2730 2189 1595 156' 9.5 9.2 8.8 8.5 8.2 7.8 7.4 7.1 6.7 96' 7.9 6.7 5.6 4.5 188' 8025 5450 4871 4279 3881 3071 2447 1817 168' '10.1 9.7 9,3 8,9 8.5 8.1 7.6 7.2 100' 7:9 6.6 5.3 �„ 180' 5997 5388 4725 4078 3412 2733 2038 180' 10.7 10.2 9.7 9.2 8.7 8.2 7.7 104' 9.3 7.7 62Eg 192' 5864 5171 4470 3753 3012 2261 19Y - - - 11.3 10.7 10.1 9,5 8.9 8.2 108' 9.0 7.2 Y 204• - - 5623 4864 4094 3299 2484 204' 11.8 11.0. 10.3 9.6 8.9 112' 10.4 8.3 a 218' - - 8067 5257 4435 3588 2707 216' - - - 12.1 11.3 10.4 79.5 116' 22g• - 5649 4776 3885 2838 228' - 13.3 12.3 11.3 10.2 120' 11.0 Z 240• - 6040 5108 4152 3162 240' - - - 14.7 13.5 12,3 11.0 LU.W 252• 5447 4438 3385 252' 14.8 13.3 11.9 Q v 264• 5786 4717 3809 264' 162 14.6 '12.9 Z. 278' - - 5002 3833 276' - - 15.9 Magi w Z co- -ME Oy LOADS ON EXISTING STRUCTURE FROM SHUTTER SYSTEM �m Tr=PERPENDICULAR LOADS(PLF) SLAT PRESSURE PS J SPAN 140 130 120 1 110 100 1 90 '80 1 70 60 50 1 40 1 30 OC 36' 212 197 182 1 157 152 1 137 122 107 92 77 1 62 47 G W. 48' 282 202 242 1 222 202 1 182 162 .142 122 102 82 62 60' 351 326 301 276 251 226 201 176 '151 126 101 76 m 72' 421 391 361 331 301 271 241 211 181 150 121 91 d 84• 491 456 420 385 350 315 281 248 211 176 140 106 ANCHOR Comaeb&Fled Hollow CMU Wood J Min-Edge Min Enb.Min.Edge Min Erb.Mln.Edge Mln Emb. p'I 96' 560 520 481 441 400 381 320 280 241 201 181 121 if4'ULTRACON HFH 2' 2' 2' 11/4' 2' 7 C & 108• 1 631 1 585 541 498 451' 405 301 315 271 '228 181 136 5116'ULTRACON HFH 312' 2- 3112' 11/4' 2- 7 z 120' 1 701 1 650 601 651 601 450 401 350 300 250 200 151 3000NFLEX 3314' .312' 132' 1 771 1 715 661 606 550 496 441 386 331 275 220 166 1/4•-20 SIDEWALK BOLT WI PAN ELMATE INSERT 312' 13/4' 31/2' 1114' 2- 2' 144' 721 660 600 540 481 420 360 .301 240 180 114•PANELMATE PRO,PLUS,FEMALE,&NAS 2'1/2' 2' 217 1114' 2' 2' Wa.� 158• - - 715 651 586 520 456 390 326 261 195 318'SIDEWALK BOLT W/POWERS DROPIN 3 W 11/2' 4' 11/4' 968' 701 631 581 491 421 351 280 210 180• - - 675 601 525 451 376 301 225 192' 640 560 480 401 320 240 ♦` - 204' - 596 510 428 340 255 ♦ �� 216' - 631 540 451 381 270 7.28- 570 478 360 288 S'• a �.G 240' - 600 500 400 301 _47 .•s: a- 252' - - - 525 421 316 p& C 284' - - 551 440 330 O. & 276' - - - - '461 1 345 6���ns O.• `� ///IIIIIIIIIICV 4T o N TRACK MOUNT TRACK MOUNT TRACK MOUNT END-RETENTION TRACKS END-RETENTION TRACKS END-RETENTION TRACKS R MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF ASINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE �.a WALL FOR ANY HEIGHT ATTACHED WTH WALL FOR ANY HEIGHT ATTACHED WITH OF A SINGLE UNIT SLAT 5118'ELCO ULTRACON HFH @ 6'O.C. 5116'HFH ELCO ULTRACON @ 4'O.C. WALL FOR ANY HEIGHT ATTACHED WITH CONC.B HOLLOW CONC.A HOLLOW TIMBER TIMBER 318'ELCO CONFLEX @ B'O,C. FILLED CIVIL CMU FILLED CMU CMU SLAT SPAN PRESSURE PRESSURE PRESSURE SLAT SPAN PRESSURE PRESSURE PRESSURE CONC.B $' �pg PSF PSF PSF (PS PSF PSF SLAT SPAN FILLED CMU ' ? 54' 140 140 140 84' 140 77 92 PRESSURE 5T 140 128 140 90' 140 68 81 (PSF) 60' 140 113 138 98' 130 61 72 96' 140 � 66' 140 92 111 102' 119 55' '65 102' 129 .19 72' 140 77 93 108' 109 -50 59. 108' 119 78' 126 65 76 114' 101 46 54 114' 110 �O 84' 112 57 68 120' 94 .43 50 120' -102 Z m 90' 100 50 59 128' 87 40 46 126' 95 W w 96' 90 44 53 132' 82 37 43' '132' 89 y 102' 82 40 47 138" 77 35 40 1360 84 4 OF y 108' 75 36 42 144' 72 32 38 144' 79 F_- =C= 114' 69 33 39 150' 68 30 35 150' 75 m?_ 120• 64 30 35 156' 65 29 33 156' 71 126' 59 28 32 162' 61 27 31 162' 67 m�O 132' 55 26 30 168' 58 28 30 1BB' 64 138' 52 24 28 174' 55 25 28 174' 81 144' 49 23 26 180' 63 23 27 180' 58 150' 48 21 24 188' 51 22 28 186' S8 C Z 156• 43 20 23 192' 48 21 24 192' S3 Lu 162' 41 19 22 198' 46 20 23 198' 51 .� ;4 o 18B' 39 18 20 204' 45 20 22 20C 49 uj 3 174' 37 17 19 210' 43 19 21 210' 47 J 180' 35 16 18 216' 41 18 21 216' 46 C `z 188' 34 15 17 M. 40 18 20 222' 44 ' 192' 32 15 17 228' 38 17 19 228' 42 •O 198' 31 14 16 234' 37 16 18 234' 41 C j$ .204' 30 13 15 240' 36 16 1B 240' 40 •C $ � 210' 29 13 15 246' 35 15 17 246' 38 W 218' 27 12 14 252' 34 15 17 252' 37 � 1/ 222' 26 12 13 258' 33 14 18 258' 30 228' 26 12 13 264' 32 14 15 264' 35 234' 25 11 12 270' 31 1 13 15 270' 34 240' 24 11 12 276' 30 1 13 S. Z76' 33 =' O' 1' NOTE:THE NON-RETENTION SLAT AND VIEWPORT SLAT SPANS OR DESIGN WIND LOADS SHALL NOT EXCEED THE'SLAT PERFORMANCE''TABLES ON SHEETS 7 AND B FOR ANY CONFIGURATION. �i ", ' � X111111111 a 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 ENO•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 MAXIMUM DESIGN PRESSURE WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED HATH WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED WITH OF A SINGLE UNIT SLAT § 114'-14 ELCO DRIL-FLEX. 5116'-24 ELCO DRIL-FLEX. 5116'ELCO ULTRACON HFH @ 6'O.C. 5116'HFH ELCO ULTRACON @ 4'CO. WALL FOR ANY HEIGHT �r?� 6 O.C. @ 6.O.C. @ 4'O.C. @ 4.O.C. @ 8.O.C. ,@ 6'O.C. @ 4.O.C., CONC.& HOLLOW CONC.& HOLLOW ATTACHED WITH @ TIMBER TIMBER $$$ SLAT SPAN 118'AUST 114'AUST 118'AUST 114'AUST 114'AUST 114'AUST 114'AUST FILLED CMU CMU FILLED CMU CMU 31B'ELCO CONFLIX @'8'O.C. $ SLAT SPAN SLAT SPAN SLAT SPAN y� 3t Id PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE CCNC.B PSF (PSF) (PSF) (PSF) (PSF) PS (PSF) (PSF) (PSF) (PSF) (PSF) (PSF). (PSF) FILLED CMU ' - � SLAT SPAN , 'B4' BO 123 114 140 �84' 105 135 140 57' 140 129 140 60' 140 128 140 PRESSURE 90' 72 111 103 140 90' 94 121 140 60' 140 111 130 64' 140 107 132 (PSF) 96' 65 100 94 140 96' 85 109 140 63' 140 96 114 68' 140 90 714 72' 140 102' 60 91 86 132 102' 77 100 140 66' 130 84 100 72' 140 78 99 76' 132 108' 55 63 79 122 108' 71 92 135 69' 117 74 86 76' 125 68 8680' 119 114' 51 77 73 113 114' 65 85 125 72' 105 66 79 80' 112 '59 .76 84' 107 �`�1v 120' 47 71 68 105 120' 60 79 116 75' 95 58 71 84' 102 52 68 88' 98 a 126' 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' 60 47 58 92' 84 '42 56 96' 83 O 138' 38 56 56 86 138' 49 64 96 84' 74 43 53 96• 78 38 51 100' 76 144' 35 5d 53 81 144• 46 61 90 8T 68 39 48 100' 72 34 47 104' 71 Z c~ 150' 34 51 50 76 150' 43 '57 85 90• 63 36 45 104' 67 31 43 108' 66 �Y 156' 32 49 48 72 156' 41 54 81 93' 59 33 41 1081. 62 29 40 112' 62 Z�. 162' 31 46 45 69 162' 39 51 77 '96' 55 30 38 112' 58 21 37 116' SB .�..Z. 168' 29 44 43 65 168• 37 49 1 73 99' 51 28 36 116' 54 25 34 120' 55 p0 174' 28 '42 41 62 174• 35 46 70 102' 48 26 33 120' 51 23 32 124' 52 p= 180' 27 40 40 59 180' 33 44 67 105' 46 24 31 124' 48 21 30 128' 49 ii Za .186' 26 38 38 57 186' 32 42 64 108' 43 22 29 128' 46 20 28 132' 46 J 19T 24 35 36 54 192' 31 41 61 111' 41 21 28 132' '43 19 27 136' 44 C 198' 23 35 35 52 19B' 29 39 59 114' 39 20 26 136' 41 18 25 140' 42 p 0' 204' 23 33 34 .50 204' 28 37 56 117' 37 19 25 14039 17 24 144' 40 W 210• 22 32 32 48 210' 27 36 54 120' 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 L1 222' 20 30 30 45 222' 25 33 50 126' 32 16 21 152' 34 14 21 156' 35 J 228' 19 29 29 43 228' 24 32 49 129' 31 15 20 156• 33 14 20 160' 33 J 234' 19 28 28 42 234' 23 31 47 132' 29 14 19 160' 31 13 19 1641 32 C 240' 18 27 27 40 240' 22 30 45 135' 28 14 18 164' 30 12 18 168• 31 246' 18 26 26 39 246' 22 29 44 138' 1 27 13 17 K172.'...' 29 12 17 172' 30 C . 252' 17 25 26 38 252' 21 28 43 141' 26 12 17 28 11 17 176' 2B 258' 17 24 25 37 258' 20 27 41 144' 25 12 16 27 11 16 180' 28 W 8 264' 16 23 24 .36 264' 2D 26 40 147' 24 11 15 26 10 15 184' 27 270' 16 23 23 34 270' 19 26 39 150' 23 11 15 25 10 15 188' 26 `%A 276' 15 22 23 34 276' 19 25 38 153` 22 70 14 24 10 14 192' 25 a:V beg tQ� yw fA NOTE:THE NON-RETENTION SLAT AND NEWPORT SLAT SPANS OR DESIGN WIND LOADS SHALL NOT 1 EXCEED THE'SLAT PERFORMANCE'TABLES ON SHEETS 7 AND 8 FOR ANY CONFIGURATION. iib - •'0```, ITIIIIIL F CV � o I s 4'BUILD-OUTS 4•BUILD-OUTS V BUILD-OUTS 4'BUILD-OUTS 3'BUILD-OUTS END-RETENTION 8 NOW END-RETENTION 8 NON- END-RETENTION 8 NON-RETENTION TRACKS END-RETENTION 8 NON-RETENTION TRACKS END-RETENTION 8 NON-RETENTION TRACKS RETENTION TRACKS RETENTION TRACKS MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE WALL FOR ANY HEIGHT ATTACHEDWMTH WALL FOR ANY HEIGHT ATTACHEDWMTH WALL FOR ANY HEIGHT ATTACHED WITH A OF A SINGLE UNIT SLAT OF A SINGLE UNIT SLAT 114'-14 ELCO DRIL-FLEX. 5116•-24 ELCO DRIL-FLEX. 5/18'ELCO ULTRACON HFH @ 6'QC. Nor WALL FOR ANY HEIGHT WALL FOR ANY HEIGHT ATTACHED WITH ATTACHED IMTH @ 6'O.C. @ 6'O.C. @ 4'O.C. @ 4'O.C. @ 8.O.C. @ 8'O.C. @ 4'O.C. CONC.8 HOLLOW TIMBER Nq 318'ELCO CONFLEX @6'O.C. 318'ELCO CONFLEX @4'D.C. 1/8'AUST 1/4•ALIST 118'AUST 1/4'ALST 114'AUST 114'AUST 1/4•AUST FILLED CMU CMU SLAT SPAN SLAT SPAN SLAT SPAN t� CONC.B CONC.B PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE lit FILLED CMU FILLED CMU SF PSF) PSF PSF PSF PSF PSF PSF- PS PSF -- SLAT SPAN SLAT SPAN PRESSURE PRESSURE 56' 140 140 140 140 BB' 109 131 140 57' 140 129 140 (PSF) (PSF) 80• 120 140 140 140 72' 95 114 140 80' 140 110 120 98' 109 108' 138 84• 100 140 119 140 76' 83 101 139 63• 137 95 110 Yi 100' 101 112'. 130 68' 84 123 102 140 80• 74 90 125 66' 122 83 98 R 104' 94 118' 122 72' 72 107 88 140 84' 88 81 114 69' 110 73 85 108• 88 120' 116 78' 62 94 77 129 68' 59 73 103 72' 99 65 76 Y 112• 83 124• 11D .80' 54 84 68 115 92' 53 67 95 75' 9D 58 68 116' .78 128' 104 84' 48 75 60 104 96• 49 81 87 78' 82 51 61 O 120' 74 13T 99 88' 43 68 54 95 100' 44 .58 81 81' 75 46 56 Z 124' 70 136' 95 g2• 38 62 49 87 104' 41 52 75 84' 69 42 51 �W_,y 128' 86 140' 90 96' 34 56 44 80 108' 38 48 70 87' 63 38 47 >- 132' 63 144' 87 100' 31 '52 41 74 112' 35 45 86 90' 69 35 43 � 136• 60 148' 83 104' 28 48 37 58 116' 33 42 62 93' 55 32 40 140' 57 152' 79 108' 26 44 34 64 120' 31 39 58 96' 51 29 37 m Z .144- S4 156' 76 112' 24 41 32 60 124' 29 37 55 99' 48 27 34 O y 148• 52 160' 73 116' 22 38 30 56 128' 27 35 52 102' 45 25 32 _ 152• 50 164' 70 120' '20 36 28 53 132' 25 33 49 105' 42 23 30LILJ 156' 48 168• 68 124' 19 34 28 50 136' 24 31 47 108' 40 22 28 K JO 160' 46 172' 65 128' 18 32 24 47 140' 23 30 45 111' 38 21 26 184' 144*176' .63 132' 17 30 23 45 144' Z2 28 42 114' 36 19 25 Lu 168' 42 180' 81 136' 16 29 22 42 148' 21 27 41 11T 34 18 24 •. .172• 41 184' 59 140' 15 27 20 40 152' 20 26 39 120' 33 17 22 u 178' 39 1881 57 144' 14 .26 19 38 158' 19 25 37 123' 31 16 21 J a. i6D' 38 49T 55 148' 13 25 18 37 160' 18 24 36 126' 30 15 20 184' $7 198' 54 152' 13 23 18 35 164' 17 23 34 129' 28 14 19 C 188' 35 200• 52 156' 12 22 17 34 168' 16 22 33 132• 27 14 18 �w 192' 34 20C 51 160• 11 21 18 32 172' 16 21 32 135' 26 13 17 C 196• 33 208' 49 184' "11 21 15 31 176' 15 20 31 138• 25 13 17En 200' 32 212' 48 168' 10 20 15 30 180' 14 19 30 141' 24 12 16 t T b 204' 31 216' 46 .172' 10 19 14 29 184• 14 19 .29 144' 23 11 15 210' 30 222' 45 176' 10 18 14 28 189• 13 18 27 147' 22 11 15 218' 29 228• 43 180' 9 18 13 27 196' 13 17 26 150' 22 10 14 222' 28 23T 40 184' 9 17 13 26 204' 12 16 24 153' 21 10 14 NOTE:THE NON-RETENTION SLAT AND VIEWPORT SLAT SPANS OR DESIGN WIND LOADS SHALL NOT ��i IQ• EXCEED THE"SLAT PERFORMANCE*TABLES ON SHEETS 7 AND 8 FOR ANY CONFIGURATION. CV CSE o 4\e a 3'BUILD•OUTS 3'BUILD-OUTS 3'BUILD-OUTS 3'BUILD-OUTS 3'BUILD-OUTS 3'BUILD-OUTS END-RETENTION 8 NON-RETENTION TRACKS END-RETENTION&NON- END-RETENTION&NON- END-RETENTION&NON- END-RETENTION&NON-RETENTION TRACKS END.RETENTION&NON-RETENTION TRACKS RETENTION TRACKS RETENTION TRACKS RETENTION TRACKS MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNITSLAT MAXIMUM DESIGN PRESSURE OFA SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE WALL FOR ANY HEIGHT ATTACHED WTH OF ASINGLE UNIT SLAT OFA SINGLE UNIT SLAT OF ASINGLE UNIT SLAT WALL FOR ANY HEIGHT IL-FLEX ED NTH WALL FOR ANY HLCODRIT-FLEX. KITH43 5116'HFH ELCO ULTRACON @ 4-O.C. WALL FOR ANY HEIGHT WALL FOR ANY HEIGHT WALL FOR ANY HEIGHT 114'•14 ELCO DRIL-FLEX 5116'•24 ELCODRII•FLEX. s CONC,& HOLLOW TIMBER ATTACHED WITH ATTACHED WITH ATTACHED WITH @ 6'O.C. @ 6'O.C. @ 4'O.C. @ 4'O.C. @ B'D.C. @ 6'O.C. @ 4'O.C. FILLED CMU CMU 343'ELCO CONFLEX @ 8.O,C. 3113'ELCO CONFLEX @ 6-D.C. 3fW ELCO CONFLEX @ 4'O.C. 11B'AUST 114'AUST 118'AUST 114'AUST 114'ALIST 1/4'ALIST 114'AUST SLAT SPAN SLAT SPAN SLAT SPAN PRESSURE PRESSURE PRESSURE CONC.& CONC. CONC.& PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE P.SF) PSF PSF -SLAT SPAN SLAT SPAN SLAT SPAN FILLED CMU FILLED CMU FILLED CMU PSF F PSF PSF PSF SF SF $: . 60' 140 125 140 PRESSURE PRESSURE PRESSURE 56' 140 140 140 140 68' 104 122 140 } 64'" 140 104 125 (PSF) (PSF) (PSF) 60' 118 140 136 140 7Y 90 101 140 –^ o GB' 140 88 107 72' 135 84' 124 96' 140 64' 98 134 114 '140 76' 79 94 126 72129 75 93 76' 120 68' 113 100' 133 '68' 62 115 98 140 60' 70 63 113 76' 114 85 132 80' 107 92' 104 104' 124 72' 70 100 84 131 84' 62 75 102 �. . 80• 102 57 72 84' 97 96' 96 108 117 76' 61 88 73 117 BB' 56 68 93 84' 92 50 64 88' 88 100' 89 11Y 110 80' 53 79 64 105 92' S0 62 85 89' 84 45 5B 9Y 81 104' 133 116' 104 84' -07 70 57 95 96' 46 56 78 92' 76 40 52 96' 74 108' 78 120' 98 88' 41 63 51 86 100' 42 52 12 O 96' 70 36 48 100' 69 IV 73 124' 93 PIT 37 58 46 79 104' 38 48 67 Z 100• 65 33 44 104' 64 116' 69 1213' 88 96' 33 52 42 72 108' .35 44 63 W 104' 60 30 40 108' 59 120' 65 13T 84 100' 30 48 39 67 112' 33 41 69 Q t h 108' 56 28 37 112' 56 124' 61 136' 80 104' 27 44 35 62 116' 31 39 55 112' 52 25 34 116' 52 128' 59 14T 76 108' 25 41 33 58 120' 29 36 52 pv 0.E 116' 49 23 32 120' 49 132' 55 144 73 112' 23 38 30 54 124' 27 34 49 m Z 120' 46 22 30 124' 46 136' 52 148' 70 116' 21 36 28 SD .128' 25 32 46 �,O S 124' 44 20 28 128' 44 id0' SD 152' 67 120' 20 33 26 47 132' '24 30 44 .m d 128•' 41 19 26 132' 41 144' 48 156' 64 124' 18 31 24 45 136' 22. 29 42 '"W 132' 39 18 25 136' 39 14B' 45 160' 62 128' 17 29 23 42 140' 21 2T 40 ryj'� 136' 37 17 23 140' 37 152' 43 164' 60 132' 16 213 1 21 40 144' 20 26 38 140' 35 16 22 144' 36 156' 42 168' 57 136' 15 26 20 38 146' 19 25 36 w 144' 34 15 21 148' 34 160' 40 17T 55 140' 14 25 19 36 752' 18' 24 35 •• 1413' 32 14 20 152' 32 164' 38 176' 53 144' 13 24 18 34 156' 17 22 33 ^•g 152' 31 13 19 156' 31 168' 37 180' 52 14B' 13 23 17 33 160' 17 22 32 J 4 156' 29 13M17 160' 30 tI2' 36 184' 50 152' 12 22 16 31 164' 16 21 31 J 160• 28 12 164' 29 176' 34 188' 48 156• 11 .21 16 30 166' 15 20 29 p4164' 27 12 168• 28 180' 33 19T 47 160' 11 20 15 29 172' 15 19 28C26 11 172' 26 184' 32 196' 45 164' 10 19 14 28 176' 14 18 27 172' 25 11 176' 26 113831 200' 44 168' 10 18 14 27 ISO, 1418 26176' 24 10 160' 25 192' 30 204' 43 172' 10 17 13 26 184' '1317 25180' 23 10 184' 24 198' 29 216' 39 176' 9 17 13 25 1139' 13 16 241134' 22 9 1813' 23 20-0' 27 228' 36 180• 9 16 12 24196' 12 15 2311313' 22 9 192' 22 210' 26 '237' 34 184' 8 16 12 23 204' 11 14 22 � $\ NOTE:THE NON-RETENTION SLAT AND NIEWPORT SLAT SPANS OR DESIGN WIND LOADS SHALL NOT EXCEED THE'SLAT PERFORMANCE-TABLES ON SHEETS 7 AND B FOR ANY CONFIGURATION. " .���' ••*pit..\\ 7j4p4n�i� M � tee— ' I'BUILD-INS 4'BUILD-INS 4'BUILD-INS 4'BUILD-INS 4'BUILD-INS 4'BUILD-INS END-RETENTION 8NON -RETENTION TRACKS END-RETENTION&NON•RETENTION TRACKS END-RETENTION&NON, END-RETENTION&NON. END-RETENTION&NON- END-RETENTION&NON-RETENTION TRACKS RETENTION TRACKS RETENTION TRACKS RETENTION TRACKS MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHEDWITH OF A SINGLE UNIT SLAT OF A SINGLE UNIT SLAT OF A SINGLE UNIT SLAT R 5116'ELCO ULTRACON HFH @ 6'O.C. 5118'HFH ELCO ULTRACON @ 4'O.C. 114'•14 ELCO DRIL-FLEX WALL FOR ANY HEIGHT WALL FOR ANY HEIGHT WALL FOR ANY HEIGHT CONC.& HOLLOW CONC.& HOLLOW ATTACHED WITH ATTACHED WITH ATTACHED WITH @ 6'O.C. @ 6'O.C. @ 4'O.C. @ 4'O.C. TIMBER TIMBER FILLED CMU CMU FILLED CMU CMU 315'ELCO CONFLIX @ B'O.C. 3�8'ELCO CONFLEX @ 6'O.C. 3'8'ELCO CONFLIX @ 4'O.C. 118'ALIST 114'AUST 118'MIST 114'AUST SLAT SPAN SLAT SPAN SLAT SPAN PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE CONC.& CONC.& CONC.& PRESSURE PRESSURE PRESSURE PRESSUREy (PSF) (PSF) (PSF) (PSF) (PSF (PSF) SLAT SPAN SLAT SPAN SLAT SPAN FILLED CMU FILLED CMU FILLED CMU (PSF) (PSF) (PSF) (PSF) �j 57' 140 123 140 60' 140 124 -140 PRESSURE PRESSURE PRESSURE 56' 133 140 140 140 60' 140 107 130 64' 140 105 '140 (PSF) (PSF) (PSF) 60' 109 140 126 140 a � 63' 140 93 115 68' 140 90 122 72' 136 84' 129 96' 140 64' 91 132 107 140 g� 66' 133 82 103 72' 140 78 108 76' 122 68' 119 100' 140 68' 77 115 92 140 69' 121 73 '93 76' 134 68 95 BD' 110 92' 110 104' 134 72' 66 1 101 79 135 g 72' 110 65 S4 80' 121 61 67 84' 101 96' 102 108' 126 76' 57 89 69 121 �7 QQQ 75' 100 58 76 154' 111 .54 79 BB' 92 100' 95 112' 119 80' '50 80 62 109 78' 93 53 70 .BB' 102 49 72 92' 85 104' 89 116' 113 84' 44 73 1 55 1D0 B1' S6 48 64 X92' 94 44 66 96' 79 108' 84 120' 107 88' 39 66 49 '91 p 84' SO 43 59 96' 87 40 fit 100' 73 117 79 124' 102 92' 35 60 44 94 g 87' 74 40 55 100' 81 37 56 104' 68. 116' 74 128' 97 96' 32 55 41 78 W w 90' 69 37 51 104' 75 34 52 108' 64 120' 70 132' 92 100' 29 51 37 72 Q a y 93' 65 34 47 108' 71 31 49 112' 60 124' -67 136' 88 104' 27 47 34 67 96' 61 32 45 112' 66 29 46 116• 56 126' 63 140' 85 24 31 63 Lu O 99' S8 29 42 116' 62 27 43 120' S3 13Y 60 146' 151 112' 22 41 29 59 ...Z 102' 55 27 39 120' 59 25 41 124' 50 136' 57 1415' 78 21 27 56 105' 52 25 87 124' 56 24 38 128' 48 140' 55 152' 75 120' 19 36 25 52 24 35 128' 53 22 36 132' 45 144' 53 156' 72 124' 18 34 24 50 Lu 111' 47 23 33 132' 51 21 34 136' 43 148' 50 160' 69 126' 17 32 22 47 C 21 32 136' 48 20 33 140' 41 15Y 48 164' 67 132' 16 31 21 45 117• 43 20 30 140' 46 '19 31 144' 39 156' 46 168' 65 136' 15 29 20 43 tyL 120' 41 19 29 144' 44 18 30 148' 38 160' 45 172' 62 140' 14 28 19 41 123' 39 18 27 14W 42 V 28 152' 36 164' 43 176' 6D 144' 13 27 18 39 O 126' 37 17 26 152' 40 IS 27 156' 35 168' 41 180' 68 148' 12 25 17 37 J � m . 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' 39 188' 55 156' 11 23 1 16 34 1 c 135' 33 15 23 164' 36 14 24 1661. 31 '18D' 37 192' 53 160' 11 22 15 33 c i 1315' 32 14 22 168' '34 14 23 172' 3) 184' 36 196' 51 164' 10 21 14 32 N 141' 31 14 21 172' 33 13 22 176' 29 188' 35 200' 50 168' 10 20 14 30 C 144' 30 13 21 176' 32 13 22 180' 28 192' 34 204' 49 172' 9 20 13 29 147' 29 13 20 180' 31 12 21 184' 27 19W 32 216' 45 176' 9 19 13 28 W 9 o 150' 28 12 19 184' 30 12 20 188' 26 204' 31 228' 41 180' 9 18 12 27 153' 27 12 '19 188'-F29 11 19 192' 25 210' 30 237' 1 39 1154' 8 18 12 26ox 2q� �" p�6•, CA NOTE:THE NON-RETENTION SLAT AND 14EWPORT SLAT SPANS OR DESIGN WIND LOADS SHALL NOT O- . 1A� ' EXCEED THE'SLAT PERFORMANCE'TABLES ON SHEETS 7 AND 8 FOR ANY CONFIGURATION. i 9�,q5 •.' `� O �YnnILL111� a~ 4'BUILD-INS 3'BUILD;INS 3'BUILD-INS .3'BUILD-INS 3'BUILD-INS 3'BUILD-INS END-RETENTION 8 NON-RETENTION TRACKS END-RETENTION&NOWRETENTION TRACKS END-RETENTION 8 NON-RETENTION TRACKS END-RETENTION 8 NON- END-RETENTION&NOW END-RETENTION 8 NON- RETENTION TRACKS RETENTION TRACKS RETENTION TRACKS MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF ASINGLE UNIT SUIT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT WALL FOR ANY HEIGHT ATTACHED VNl'H WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED IMTH MAXIMUM DESIGN PRESSURE MAXIMUM A S DESIGN PRESSURE MAXIMUM DESIGN PRESSURE OFASINGLEUNITSLAT OFLSINGLEUNIT SLAT OFLLFOR ANY HEIGHT SEAT 5116'•24 ELCO DRIL•FLEX. $116'ELCO ULTRACON HFH @ 6'O.C. 5116'HFH ELCO ULTRACON @'4'O.C. i' WDLL FOR ANY HEIGHT WALL FOR ANY HEIGHT 'WALL FOR ANY.HEIGHT @ 8'O.C. @ 6'O.C. @ 4'O.C. CONC.& HOLLOW TIMBER CONC,8 HOLLOW TIMBER ATTACHED WITH ATTACHED WITH ATTACHED 87TH 1M'AUST 114'AUST 114'AUST FILLED CMU CMU FILLED CMU CMU 318'ELCO CONFLE(@ 8'O.C. 3R'ELCO CONFLER @ 6'O.C. 31B'ELCO CONFLEX @ 4'O.C. SLAT SPAN SLAT SPAN SLAT SPAN rE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE CONC.B CONG.B CONC.B (PSF) (PSF) ' (PSF) SF (PSF) PSF (PSF) (PSF) (PSF) FILLED CMU FILLED CMU FILLED CMU y SLAT SPAN SLAT SPAN SLAT SPAN 68' 101 120 140 57' 140 119 140 60' 140 118 140 PRESSURE PRESSURE PRESSURE 72' 88 '106 140 60' 140 102 124 64' 140 99 131 (PSF) (PSF) (PSF) .. 76' 78 84 128 63' 137 89 109 68' 140 'BS 114 72' 140 84' 134 96' 140 u 60' 69 94 115 66' 123 78 98 72' 135 74 100 76' 126 BY 123• 100' 140 84' 62 76 105 69' 112 69 87 76' 121 1 .65 8980' 114 92' 114 104' 138 88' 56 .70 97 72' 102 62 79 BY 110 57 80 84' 1 104 96' 1 106 108' 130 92' 51. 63 89 75, 93 56 72 B4' 1DO 51 73 88' 96 100' 99 112' 123 96' 47 59 82 78' 86 50 66 88' 92 46 66 92' 'S8 104' 93 116' 116 1D0' 43 54 '76 81' 79 46 60 92' 85 41 61 96' 82 108' 87 120' 110 Z 104' 40 50 71 84' 73 41 56 96' 79 36 56 100' 76 112' 82 124' 105 ILu w 108' 37 47 67 BT 69 38 52 100' 73 35 52 1D4' '71 116' 78 128' 100 �YY 112' 34 43 63 90' 64 35 48 104' 68 32 48 108' 67 120' 73 132' 95 Z.pC 116' 32 41 69 93' 60 32 45 108' 64 29 45 112' 63 124' 70 136' 91 W' ; '12W 30 39 56 96' 56 30 42 112' 60 27 42 116' 59 12W 66 140' 67 mom. 124' 28 36 53 99' 53 28 39 116' 56 25 40 120' 56 132' 63 144' B4 �p= 128' 27 34 '50 102' '50 26 37 120' 53 24 37 124' 53 136' 60 148' 80 mea 132' 25 33 48 105, 47 24 35 124' 51 22 35' 128' 50 140' 58 157 77 136' 24 31 45 108' 45 23 33' 128' 48 21 33 132' 48 144' 55 156' 74 140' 23 29 43 111' 43 21 31 132' 46 20 31 136' 46 148' 53 160' 72 �O ot 144' 22 28 41 114' 41' 20 30 136' 43 19 30 140' 43 152' 51 164' 69 W 148' 21 27 40 117' 39 19 28 140' 41 18 29 144' 41 156' 49 168' 67 152' 20' 26 38 120' 37 1B 27 144' 40 17 27 148' 40 160' 47 172' 65 Li i c8y 156' 19 25 36 123' 36 17 26 148' 38 16 26 152' 3& 164' 45 176' 62 J d 160' 18 24 35 126' 34 16 25 152' 36 '15 25 156' 37 166' 44 180' 60 164' 17 23 34 129' 33 16 23 156' 35 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' 57 172' 16 21 31 135' 30 14 22 164' 32 13 22 168' 33 160' 39 192' 55 ' 176' 15 20 30 138' 29 13 21 168' 31 13 21 172' 32 184' 3B 196' 53 aC 4g5 180' 15 19 29 141' 28 13 20 172' 30 12 20 176' 30 188' 37 200' 52 C b 184' 14 19 28 14B 27 12 19 176' 29' 12 20 180' 29 192' 36 204' S ) 189' 14 18 27 147' 26 12 19 1B0' 28 11 19 164' .28 19B' 34 216' riul 196' 13 17 26 150' 25 11 18 1B4' 27 11 18 166' 27 204' 33 M. '�® 20d' 12 16 24 153' 25 11 i7 188' 26 10 18 192' 27 210' 31 237' g ' �'r.• a * �� a: o' NOTE:THE NON—RETENTION SLAT AND VIEWPORT SLAT SPANS OR DESIGN W1ND LOADS SMALL NOT EXCEED THE'SLAT PERFORMANCE'TABLES ON SHEETS 7 AND 8 FOR ANY CONFIGURATION. '!/e l �' ,♦ N xg., 4o N a— X BUILD-INS 3'BUILD-INS 2'BUILD-INS Wl 114'WALLS&318'ANGLES 2'BUILD-INS Wl1/4'WALLS&318'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 ASINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT g WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED WTH WALL FOR ANY HEIGHT ATTACHED WITH R N4'-14 ELCODRIL-FLEX 6116'-24 ELCO DRIL-FLEX. 6H6'ELCO ULTRACON HFH @ 6'O.C. 5116'HFH ELCO ULTRACON @ 4'O.C. @ 6'O.C• @ 6'O.C. @ 4'O.C. @ 4'D.C. @ 6'O.C. @ 6'D.C. @ 4'O.C. LONG.& HOLLOW TIMBER CONC.& HOLLOW TIMBER SLAT SPAN .� 118'AUST 114'ALIST 118'AUST 114'AUST 114'ASLAT SPAN UST 114'ALIST 1/4'AUST FILLED CMU CMU SLAT SPAN SLAT SPAN FILLED CMU CMU S. t, PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRE URE PRESSURE PRESSURE PRESSURE �� (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) (P8F) (PSF) (PSF) (PSF) (PSF) PSF (PSF) to§. •- 56' 133 140 140 140 68' 1D4 123 140 57' 140. 112 132 6D' 140 110 139 X. 60' 110 140 12B 140 72' 91 109 140 60' 140 97 115 64' 140 93 120 a ml 64' 92 135 109 140 76' 80 97 132 63' 126 84 102 68' 136 79 104 68' 78 118 93 140 80' 72 88 1 119 66' 113 1 74 90 72' 121 1 69 92 72' 67 104 1 81 139 94' 65 79 109 69' 902 65 81 76' 109 60 82 �' - '76' 58 93 71 125 B8' 59 72 100 72' 93 58 73 80' 98 53 73 80' 51 83 63 113 92' 53 66 .92 75' 85 52 67 N. 89 47 66 84' 45 76 57 1 103 96' 49 61 86 78' 78 47 61 1 98' 82 42 60 Z 88' 40 69 51 95 100' 45' 57 80 81' 72 43 56 92' 76 38 55 92' 36 63 46 87 104' 42 52 75 84' 67 39 61 96' 70 35 51 Z 96' 33 58 42 B1 108' 39 '49 70 81' 62 36 48 100' 65 32 47 Y 100' 30 54 39 75 112' 35 46 66 90' 58 33 44 104' 61 29 44 Q y 104' 27 50 36 70 116' 34 43 62 93' 54 30 41 108' 57 1 27 41 C 108' 25 47 33 66 120' 32 41 58 96' 51 28 38 112' 53 25 38 W g 112' 23 43 31 62 124' 30 38 56 99' 48 26 35 116' 50 23 36 116' 22 41 29 6B 128' 28 36 53 1 102' 45 24 34 120' 4B 22 34 �O h 120' 20 38 27 65 132' 27 34 50 105' 43 23 32 124' "45 '20 32 �.g.0- 124' 19 36 25 52 136' 26 33 48 106' 41 21 30 128' 43 19 30 ujJ 128' 18 34 24 50 140' 24 31 46 111' 39 20 28" 132' 41 18 29 . 132' 17 33 22 47 144' 23 30 44 114' 37 19 27 136' 39 17 27 9=2 136' 16 31 21 45 148' 22 28 42 '11T 35 18 26 140' 37 16 26 m W 140' 15 29 20 43 152' 21 27 40 120' 34 17 25 144' 35 15 25 .. 144' 14 28 19 41 156' 20 26 39 123' 32 16 23 148' 34, 15 24 V R u. 148' 13 27 18 39 160' 19 25 37 126' 31 15 22 152' 32 14 23 J �+ z 152' 13 26 17 38 L64' 19 24 36 129' 30 14 21 156' 31 1 13 1 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 �tu 164' 11 23 15 33 176' 17 '22 32 138' 26 13 19 168' 28 12 19 = 968' 11 22 15 32' 180' 16 21 31 141' 25 12 18 172' 27 11 18 cri 172' 10 21 14 31 184' 15 20 30 144' 24 12 18 176' 26 11 18 176' 10 20 13 30 189' 15 19 29 147' 24 11 17 180' 25 10 17 180' 9 20 13 29 196' 14 18 27 '150' 23 11 16 184' 24 10 17 184' .9 19 13 28 204' 13 17 26 153' 22 10 16 i8B' 23 10 16 Ad NOTE:THE NON-RETENTION SLAT AND NEWPORT SLAT SPANS OR DESIGN WIND LOADS SHALL NOT Z'` EXCEED THE'SLAT PERFORMANCE'TABLES ON SHEETS 7 AND 8 FOR ANY CONFIGURATION. yiyy 4CI 00., 111111 N � N �p o 2'BUILD-INS W/114'WALLS&318'ANGLES 2'BUILD-INS W/IW WALLS&318'ANGLES 2'BUILD-INS W/114'WALLS 8318'ANGLES 2'BUILD-INS W1114'WALLS&WANGLES END-RETENTION& END-RETENTION& END-RETENTION 8 NON-RETENTION TRACKS. END-RETENTION&NON-RETENTION TRACKS NON-RETENTION TRACKS NON-RETENTION TRACKS MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT ^g MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A WALL FOR ANY HEIGHT ATTACHED NTH WALL FOR ANY HEIGHT ATTACHED NTH R SINGLE UNIT SLAT WALL FOR ANY SINGLE UNIT SLAT WALL FOR ANY 114'-14 ELCO DRIL-FLEX. 5116'-24 ELCO DRIL•FLEX. HEIGHT ATTACHED NTH HEIGHT ATTACHED NTH 6'O.C. 6 QC. @ 4'O.C: @ 4.O.C. @ B'O.C. � Y 3re'ELCO CONFLIX @B'O.C. 30 ELCO CONFLEX@6'O.C. ® @ @6'O.C. @4.O.C. SLAT SPAN 118'AUST 114'AUST 118'AUSLAT SPAN ST 114'AUST 114'AUST 114'AUST 114'AUST - CONC.BFILLED CONC.BFILLED PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE CMU CMU (PSF) '(PSF) (PSF) (PSF) (PSF) (PSF) (PSF) SLAT SPAN SLAT SPAN 56' 425 140 140 140 68' 95 112 140 m PRESSURE(PSF) PRESSURE(PSF) 60' 103 140 119 140 72' 64 99 131 $ 68' 140 72' 140 64' 66 124 101 140 76' 74 88 117 $ 72' 126 76' 140 68' 1 73 1 108 86 140 80' 66 79 106 ' 76' 113 80' 129 72' 62 95 1 75 124 84' 59 72 97 60' 102 84' 118 76' 54 84 66 112 88' 54 65 89 84' 93 88' 108 80" 48 76 58 101 97 49 60 82 88' 85 92' 100. 84' 42 6B 52 92 96' 45 55 76 Z 92' 79 96' 93 88' 37' 62 47 85 100' 41 51 71 2 96• 73 100• 87 '92' 34 .57 42 78 104' 38 47 66 ujw 100' 68 104' 82 96' 30 52 39 72 108' 35 44 62 1 j y 104' 63 108• T7 100' 28 48 35 67 112' 33 41 58 Q y 108' 59 112' 72 104' 25 45 33 63 116' 31 39 55 p 117 66 116' 68 108' 23 42 30 59 120' 29 36 .52 W Z_ 116' 52 120' 64 112' 22 39 28 55 124' 27 35 49 ME Z x 120' 50 124' 61 116' 20 37 25 52 128' 26 33 47 msd 124' 47 128' 9 120• 19 35 25 49 132' 24 31 44 W 128' 44 132' 65 124' 17 33 23 47 136' 23 29 42 WF J 137 42 136' 53 128' 16, 31 22 44 140' 22 28 '40 C 136' 40 140' 51 132' 15 29 20 42 144' 21 27 39 C 140' 39 144' 48 136' 14 28 19 40 148' 20 26 37 W 144' 37 148' 1 46 140' 14 27 18 38 152' 19 24 35 ab I.L o 148' 35 157 45 144' 13 25 17 36 156' 18 23 34 Li 157 34 156' 43 148' 12 24 17 35 160' 17 23 33 J 956. 32 160' 41 152' 12- '23 16 34 164' 17 22 .32 960' 31 164' 40 156' 11 22 15 32 168' 16 .21 3D C 164' 30 168' 38 160' 11 21 14 31 172' 16 20 29 •N 168' 29 177 37 164' 10 20 14 30 176' 15 19 28 C 177 28 176' 36 168' 10 20 13 29 180' 14 19 27 C � 176' 27 180' 34 172' 19 13 28 1B4' 14 18 26 80' 2 W 3� 16 192' 31 176' 9 18 12 27 189' 13 17 25 gk o 184• 25 204' 29 180' 9 '18 12 26 196' 13 16 24 4 - 188' 24 216' 26 1B4• 8 17 11 25 2D4' 12 15 23 %: `Orgy " 0- Jai NOTE:THE NON-RETENTION SLAT AND MEWPORT STAT SPANS OR DESIGN WIND LOADS SHALL NOT d'••u �. EXCEED THE SLAT PERFORMANCE'TABLES ON SHEETS 7 AND 8 FOR ANY CONFIGURATION. ��Innnutl � o N ANCHOR(TYP) (SEE CONNECTION ANGLE CAPACITY ON SHEET 19) 1/4.0 OR 5/16.0 ULTRACON 0 12'O.C. 1/4'0 DRIL-FLEX OR BOLT WITH CAP 1/8'ANGLE(TYP) 8 (SEE CONNECTION ANGLE CAPACITY ON SHEET 19) NOTE. ANCHOR(TYP) RECTION FOR THE WALL (SEE CONNECTION ANGLE CAPACITY ON SHEET 19) MOUNT IS SHOWN.HEADER SIMILAR TO SILL CAN BE 1/8'THICK ALUM.ANGLE UP TO 2500 LBS I USE1/a'THICK AL D.WITHOUT CAP OR UM.ANGLE UP TO'6500 LBS d•' ANGLE (SEE CONNECTION ANGLE ON SHEET 19) a 1/4'0'DRIL-FLEX OR BOLT �' A • jr ° (SEE CONNECTION ANGLE CAPACITY ON SHEET 19) pm S F4 + a ® + SLAT SPAN �-- SLAT SPAN $ SHUTTER SPAN Z 2 SPAN SINGLE UNIT ELEVATION o SINGLE UNIT WITH STORM BAR INSTALLATION-N.T.S. WH E SHUTTER HOUSING m Z" SS SHUTTER HOUSING VA.—i68MM SLAT g Z S 58MM SLAT Zjr g 9'va ca- o Yui I STORM BARSTORM BAR J (SEE TABLES ON SHEETS 20 TO 22) (SEE TABLES ON SHEETS 20 TO 24) D 1/8'THICK ALUM.ANGLE UP TO 2500 LBS 1/8'THICK ALUM.ANGLE UP TO 2500 LIES ... 1/4'THICK ALUM.ANGLE UP TO 6500 LBS (SEE CONNECTION ANGLE ON SHEET 19)(TYP) 1/4'THICK ALUM.ANGLE UP TO 6500 LBS �, •• (SEE CONNECTION ANGLE ON SHEET 19) Li 1/4'0 DRIL-FLEX OR BOLT 1/4'0 GRIL-FLIX OR BOLT J (SEE CONNECTION ANGLE CAPACITY ON SHEET 19) (SEE CONNECTION ANGLE CAPACITY ON SHEET 19) cn ANCHOR(TYP) C D .(SEE CONNECTION ANGLE CAPACITY ON SHEET 19) F '� ` R 19 �.. •e... ..i NOTE: SECTION FOR THE SILL IS z SHOWN.HEADER OPTION IS SIMILAR WITHOUT CAP OR i4 ANGLE SLAT SLAT SPAN -- — SLAT SPAN—�— SLAT SPANV. \ EMEND SILL UNDER SHUTTER OR USE \ SHUTTER SPAN 1/B'CAP TUBE OR ANGLE.ATTACHED WITLL\\ 3 OR MORE SPAN SINGLE UNIT ELEVATION �+T ,/4 0 SELF-TAPPING 5M5® ,2 D.G. SINGLE UNIT WITH STORM BARS INSTALLATION-N.T.S. BUILD'IN SE\..I lON 1/4'0,5/16.0 ULTRACON VYP) E O O J E 5777 RN BAR INSTALLATION•N.TS. er16UILD-0UT SECTION (SEE CONNECTION TABLES ON SHEET 19) ='. a STORM BAR INSTALLATION•N.TS. ' ` � NOTES: 'J STORM BARS CAN BE USED ON MULTIPLE UNIT INSTALLATIONS - • STORM BARS CAN BE USED TO REDUCE MINIMUM SEPARATION TO GLASS ,AA j 4 Y. .\\. r� ,,rrcc 1O !I STORM BAR IL'0 IN (SEE TABLES ON SHEETS 20 THRU 22) oGTMS N G61 N' 60 g1/8'THICK ALUM.ANGLE UP TO 2500 Les 5E I SHUTTER SHOWN FORT I 1/4'THICK ALUM.ANGLE UP TO 6500 LBS SCABBY �M I (SEE CONNECTION ANGLE TABLES ON THIS SHEET) 1d I OPTIONAL I 1/4'0 DRIL—FLEX OR BOLT(TYP) pINa LEG I ANINERIOR I (SEE CONNECTION ANGLE TABLES ON THIS SHEET) SIT/' ATTACHMENT ... '0 ULTRA (TYP) a (SEE(SEE 5/16 CONNECTION TABLES ON THIS SHEET) � ———— ——t— ——— ——— — ————————————— 0 I - -�' �y -------------- OR 8d Z •a MIN. i SPA= 10d± 1d(TYP) 1/4'0'O12'O,C,BEBV16-0 EEN �CON 0 O OR 8d MIN. W OPTIONAL FILLET ���y�-� .�.3� nBUILD-OUT SILLIHEADER CONNECTION cm iOPTIONAL STORM BAR TNSTALLATION-N.TS. BUILD-OUT SILVHEADER CONNECTION CAPACITY W y CONCRETE&FILLED.CMU HOLLOWCMU NgOD to DESIGN LOAD ANCHORS REQUIRED DESIGN LOAD ANCHORS REQUIRED DESIGN LOAD ANCHORS REQUIRED CONNECTION ANGLE LBS EACH ANGLE LBS EACH ANGLE Les EACH ANGLE z STORM BAR INSTALLATION-N.T.S. 1890 3 114'ULTRACON 1050 3 1/4'ULTRACON 900 3 114'ULTRACON lL 2520 (4)1/4'ULTRACON 1400 (4)1/4'ULTRACON 1200 (4)1/4'ULTRACON mt, s 2080 2 5116-ULTRACON 1290 3 5116'ULTRACON 1770 3 6116'ULTRACON L1 � b NOTES:SEE STORM BAR CONNECTION CAPACITY TABLE FOR REQUIRED ANCHORS,USE CENTER ANCHOR 3120 3 5116'ULTRACON 1720 (4 5116'ULTRACON 2360 4)5116'ULTRACON SPACING AND LOCATIONS WHEN REQUIRED. 4160 (4)5116'ULTRACON 2150 ( 5116'ULTRACON 2950 k5)),311 16'ULTRACON Fg • SEE STORM BAR END LOAD ON MAXIMUM DESIGN PRESSURE STORM BAR TABLES FOR THE REQUIRED 5200 (5)5116'ULTRACON 2580 (6)5116'.ULTRACON 3540 116'ULTRACON C GY MINIMUM CONNECTION CAPACITY 3440 B 5116'ULTRACON 4720 B 5118'ULTRACON I •Di & CONNECTIONANGLE CAPACITY(2 REWIRED) W13 CONCRETE&FILLED CMU HOLLOWCMU WOOD I 10MINALUMINUM 114'MIN ALUMINUM DESIGN LOAD ANCHORS REQUIRED DESIGN LOAD ANCHORS REQUIRED DESIGN LOAD ANCHORS REQUIRED DESIGN LOAD ANCHORS REWIRED DESIGN LOAD ANCHORS REWIRED \\\ LBS) BS EACH ANGLE LBS EACHANGLE (LBS) EACH ANGLE LBS EACHANGLE LBS EACH ANGLE ``�O - '•. 1260 1 114'ANCHORS 703 1 114'ANCHORS 600 1 114•ANCHORS 1320 1 114-14 DRIL-FLEX 2120 1 14 114- DRUFLEX 62 ?? 2520 2 114'ANCHORS 1400 2 114'ANCHORS 1200 2 114'ANCHORS '2640 2 114.14 DRIL-FLEX 4240 (2)114-14 DRIL-FLEX 2080 (1)6116'ULTRACON 860 (1)5116'ULTRACON 1180 (1)5116'ULTRACON 3960 (3)114-14 DRIL-FLEX 6360 (3)114.14.DRIL-FLEX 4160 (2).916-ULTRACON 1720 (2)5116'ULTRACON 2360 2 5'16'ULTRACON 1240 1)114 THRU BOLT 2500 1 114 THRU BOLT 2020 1 SIB-DROPIN 2580 3 5116'ULTRACON 3540 3 5116'ULTRACON 2480 2 114 THRU BOLT 5000 —(2)-114 THRU BOLT ��.... 4040 2)318'DROPIN 3440 (4)5116'ULTRACON 4720 (4)VII'ULTRACON '3760 2 31B THRU BOLT 3760 (1 35 THRU BOLT (111111111( dT c e— o a a a 9w MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A 2'X2'X1/4'STORM BAR 6063-T6)-2 SPANS 2'X3'X1/8'STORM BAR 16063-T6)-2 SPANS 2'X4'XV8'.STORM BAR(6063-T6)-2 SPANS 2'X4'XVB'STORM 8AR(6063-T6)-2 SPANS AVERAGE STORMBAR 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 WDTH LENGTH PRESSURE END LOAD DEFLECTION SPAN WDTH LENGTH PRESSURE END LOAD DEFLECTION SPAN WOTH LENGTH PRESSURE END LOAD DEFLECTION SPAN WDTH LENGTH PRESSURE END LOAD DEFLECTION UPTO UPTO (PSF) (LB) Y(IN) UPTO UP TO (PSF) (LB) Y(IN) UPTO UPTO (PSF) (LB) Y(IN) UPTO UPTO (PSF) (LB) Y(IN 42' 140 766 1.2 42' 140 766 1.0 66' 140 1203 "1.1 54' 131 1658 1.0 .ion 9A i�R i 48' 140 875 1.5 48" 140 875 1.2 72' 132 1238 1.1 60' 106 1491 1.1 6;g 54' 140 984 1.8 54' 140 984 1.4 78' 113 1148 1.1 66' 87 1346 1.1 6! 60' 117 914 2.1 60' 125 977 1.7 84' 97 1061 1.1 72' 73 1232 1.1 30' 66' 96 825 2.4 30' 30' 66' 103 885 1.8 S4' 90' SS 996 1:1 78' 63 1152 t1 lit '12' t '81 759 2.8 72' 87 816 1.8 96' 74 925 '1.1 84' S4 1063 1.1 � 78' 67 680 3.1 78' 74 752 1.6 102' 66 677 1.1 90' 47 991 1.1 Q 84' 64 591 3.4 84' 64 700 1.8 108' 59 830 1.1 G. 1 923 1.1 ' 90' 44 516 3.4 90' 56 656 1.8 114' 53 787 1.1 102' 37 895 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 1 1.2 42' 140 919 1.0 66' 131 1351 1.1 48' 140 1750 0.8 IS 48' 140 1050 1 1.5 48' 140 1050 1.2 72' 110 1238 1.1 54' 118 1659 1.0 -' 54' 120 1013 1.8 54' 129 1088 1.4 '78' 94 1146 1.1 SO' 95 1484 1.1 Z 60' 97 909 2.1 60' 104 975 1.7 84' 81 1063 '1.1 66' 79 1358 1.1 O 66' 80 825 2.4 66' 86 887 1.8 90' 71 998 1.1 72' 66 1238 1.1 36' 36' 36' 60' Z 72' 68 765 2.0 72' 72 910 1.8 96' 62 930 1.1 78' 56 1138 1.1 u.l 78' 56 683 3.1 78' 62 756 1.8 102' 55 877 1:1 84' 49 1072 1.1 Q 173 y 84' 45 591 3.4 84' 53 696 1.8 108' 49 827 1.1 .90' 42 984 1.1 1s-Z 90' 31 520 3.4 90' 46 647 1.8 114' 44 784 1.1 96' 37 925 1.1 :�O E2 96' 30 450 3.4 96' 41 615 1.8 120' 40 750 1.1 102' 33 877 1.1 m Z 42' 140 '1072 1.2 42' 140 1072 1.0 66' 112 1348 1.1 42' 140 1684 0.7 0 y 48' 130 1138 1.5 48' 140 1225 12 72' 94 154 1.1 48' 135 1856 0.8 m . 54' 103 1014 1.8 54' 110 1083 1.4 78' 81 1152 1.1 54' 107 1655 1.0 d � 60' 83 908 2.1 60' 69 973 1.7 84' 69 1057 1.1 60' 87 1495 1A 66' 69 830 2.4 42' 42' 66' 74 690 1.8 .90' 60 984 1.1 66' 72 1361 1.1 .MR 42' 72' 58 761 2.8 72' 62 814 1'.8 96' 53 928 1,1 66' 72' 60 .1238 1,1 4= 78' 4B 683 3.1 78' 53 754 1.8 102' 47 874 1.1 78' 51 1140 1.1 W 84' 39 597 3.4 84' 46 704 1.8 108' 42 827 1.1 84' 44 1059 1.1 a 4' 9D' 31 509 3.4 90' 40 656 1.8 114' 38 790 1.1 90' 38 980 1.1 IJ a 96' 26 455 3.4 96' "35 613. 1.8 120' 34 744 1.1 96' 34 935 1.1 J 42' 140 1 1225 1.2 42' 140 1225 1.0 66' .98 1348 1.1 42' 140 1838 0.7 48' 11d 1140 1.5 48' 122 1220 12 72' 83 1245 1.1 48' 124 1860 0.8 C z 54' 90 1013 1.8 54' 97 1091 1.4 78' 70 1138 1.1 54' 98 1654 1.0 Cpl 6D' 73 913 2.1 60' 78 975 1.7 84' 61 1068 1.1 60' 79 1481 '1.1 C 48' 66' 60 825 2.4 48' 48' 66' 65 894 1.8 72' 90' 53 994 1.1 66' 65 1361 1.1 SCI - 72' 61 766 2.8 72' 54 810 1.6 96' 47 940 1.1 72' 55 1238 1:1 C g 78' 42 683 3.1 78' 46 748 1.8 102' 41 811 1.1 78' 47 1146 1.1 W I 15 84' 34 595 3.4 84' 40 700 1.8 108' 37 833 1.1 84' 40 1050 111 BD' 27 506 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 1.8 120' 30 750 1,1 96' 31 930 1.1 DEFLECTION Y 2 Nil �z { 4j�111111 U11tV NOTE:USE DEFLECTIONS PROVIDED WHEN DETERMINING MINIMUM SEPARATION TO GLASS O CV