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.:. OEM 13CIS Home I Login I User Registration I Hot Topic I Submit Surcharge Stats&Facts I Publications Contact Us I BCIS Site Map I Unks I Search FI lid ;;; Product Approval L�t R °x° USER.Publie User Product Approval Menu>Product or Application Search>Application List>Application Detail FL* FL13757-R6 DEC i Y.2019 Application Type Revision Code Version 2017 SL Lucie Coynty., Permitting Application Status Approved Comments U"OPY Archived ❑ ILE Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft.Lauderdale,FL 33309 - (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo frank@engineeringexpress.com Technical Representative Thomas B.Johnston Address/Phone/Emali 400 west McNab Rd. Ft.Lauderdale,FL 33309 (954)970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion 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 Frank L.Bennardo,P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By ORLANDO L.BLANCO,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R6 COI Indeol.odf FL13757 R6 COT Indgp2.2df FL13757 R6 COI Indeo3.1?df Referenced Standard and Year.(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 E.QUIV F91110.pdf EL13757 R6 Eauiv Eouiv2 p&' p113757 R6 EQUIV EQuiv3.ndf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/11/2017 Date Pending FBC Approval 08/22/2017 Date Approved 10/10/2017 Summary of Products FL# Model,Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwnl.pdf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See installation drawings for allowable span/pressure FL13757 R6 AE Evall.pdf combinations and additional limitations of use. Created by Independent Third Party:Yes 13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwo2.ndf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See installation drawings for allowable span/pressure FL13757 R6 AE Eval2.pdf combinations and additional limitations of use. Created by Independent Third Party:Yes 13757.3 E.A.Essential Facilities Accordion Aluminum accordion shutter approved up to missile level"E" for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ:No FL13757 R6 IT Dwo3.pdf Approved for use outside HVHZ:Yes Verified By:Frank L.Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+110/-128 Evaluation Reports Other:See product drawing for additional information, FL13757 R6 AE Eval1p& anchorage,etc. Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road.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 a-mall address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by 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 emalls 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 clicke)t e. Product Approval Accepts: �WNPiR " ®' Credit Card Safe 6.8 ACCORDION SHUTTER 17NNKLBENNMDOjP.E `\\\Il / FOR USE WITHIN AND OUTSIDE T �\p?, LICE7yS (z-0 TABLE 1 TABLE 2 TABLE 4 = No P600465 'd = ALLOWABLESPAN MINIMUM SEPARATION FROM GLASS TABLE 3 ALLOWABLE SPAN SCHEDULE - - FOR USE WITHIN THE HVHZ FOR USE WITHIN THE HVHZ ALLOWABLE SPAN ASTM ESSENTIAL FACILITIES ONLY=� L9 �'Nv FiVF¢ HVHZ MINIMUM SEPARATION SCHEDULE STAT Z:' MINIMUM SEPARATION E W PplS POSI7NE POSITNEWINqD� HVA FROM GLASS NON-HVHZ OF W m DESIGN WINWITH HAD CENTERMATES NEGATNE P OSITIVE T FROM GLASSjWIND LOAD SHUTTER INSTAL1ATpNS INSTALLATIONS e' NDPOSITIVEANDINSTALLATIONS INSTALLATIONS / �N ALL SPAN 53aABOVE >30'ABOVE DESIGN NEGATNEWIND 530'ABOVE >3PABOVE '/,NAl EN\ W D .x LOAD(PSE) UNIOTE 1vIIIIIIIIL\ WLOAD ALL GRADE �OR nd 3a MOUNTING GRADE GRADE WIND UOR(�8 4, CONDITIONS•• (IN.) (IN.) LOAD MOUNTING (IN.) (IN.) •u� SyQ fil 158" 5.r 3.5' (�F) CONDITIONS" 60• 3.1' 1.1• Z L m O`Ic pt 239 160' I 158' 150• 50.0 155' 99• 3.1' tA' W 25.0 159• 150• 158• �• 'ao• 1.Y 30 U"'1 w z 65.0 155• 120• 3.1• 19' 30.0 142' law 158• 30 �• 30' 1s 60.0 148' 150' 6.B' 3,5' 3 i 35.0 142' 150• 158• 120• 3.0' 1.9• y OC x w 156' S.r 35' 85.0 143• 6D• a1• 1.1' w G 40.0 137' 145• 156• O LU �+ F 45.0 133• 1 141* 150• 60' a0' 1.1• 1Jr 98' 31' is D 50.0 129• 137' 158• 1• 30• 1.6• 75.0 33' 106' 3.t• 18' 108' 3.0• 1.8' 60.0 128• 40 120' 3.t• 2T 55.0 128• 134' 155• 40 1I 2r 60.0 124• 131' 748• 120- 3.0' U. 85.0 125' 3r 5.w 1371 5.7' 2.e 80,0 121• 158• 1 5.8• 4.r ~ 85.0 121* 129• 143• 70.0 1111• 126, 137• 145• 5.7' a6' 95.0 118• 60• 3.7• 1.11 G 75.0 1171 124• 133• 1• 30• 1.T 100.0 11S 99' ar +.r 00.0 116" 12Y 126' B9' 341 1.r 105.0 11r 50 108• 3.1' 2.0• 85A 113' 121• 125• 50 108• 3.0• 20' 110.0 110' 120• 3.1' 26' 90.0 11r 110• 121• 120• a0' 25• 115.0 for 13r 5.8' 3.7' F t+ 95.0 110• 1171 110' 13r 5.7' 35• 120.0 105• 158• 5.0• 5.r y0' 100.0 100• 17s' 115• BO' a0' 12• 126.0 103• 60• at• 1.1• G O 105.0 for 112• 1171 O9•. a0' 1.01 130.0 1101• 93• 3.71 1.8• 110.0 106• 110' 110' � 108• a0' 22' 135.0 9B' 60 100• ar 21' O.m 115.0 105• 10r 10r 131• 6.r 35• - 140.0 85' 120• at• 2r F 120.0 104• 105• 105• 80' 30• 12• 145.0 9r 140• 5.8• 5.0• I ME 125.0 103' 70 84' a0• 15' 150.0 80' 80• at'. _ 1.1• }µ�I.O . 130.0 101• 99' 3.0• 2.0' 155.0 88' 84' 3.1' 15• G8 135.0 99• 12V 6.r 35' 160.0 83' 70 or 3.1' I.r 140.0 95• 60• a0' 12' 165.0 61' 120• 3.1• 3.D• M R 145.0 92• 90 84' 10• t.r 170.0 78' 13r 5,8' 45• ;4 f _ 150.0 89• 3 ' 2.3' 180.0 74• 8C' 3.71 155.0 BB' Ila, I J55' 35' 1.8' 1*+ 160.0 Bw 60' 3.0' 1.3• 105.0 7r 00 99• I 31' 271 165.0 81• 110 84' a0• 1.8' 190.0 70• 120• 3.r 3.W 170.0 _ 78• 89' 3.0' 25• 13.0 ar 127• 5.0' 3.71 175.0 78• 170' 1 3.3• 3.W 80' 3.1' 12, - 188.0 _7a_ so• ao• ta• ••FOR BUILDOUT MOUNT MAXIMUM 110 fia• a1• 1.5• S 165.0 771 120 ea• ao• 19' SPANS AND PRESSURES,SEE O• 31• 2s a 8 k 190.0 70' 1 1 105• 1 3.1• 3.1' TABLE C ON SHEET 6/13 710' 3.3• 3.3' 795.0 88• 60' 3.1* 12" 8994 '• _ ••FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES,SEE 120 a �6i 200.0 60' 99• at' 28• ! TABLE C ON SHEET 6/13 Lp� 11 - 105• I J,1' 3.0' ������ y TABLE 1 AND 2 NOTES: 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD TABLE 3 AND 4 NOTES: I s COUNTY FLORIDA. 1. NON-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN q 5C j 2. DESIGN PRESSURES SHOWN IN'ACCORDION SHUTTER SPAN MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. 2g �•� i SCHEDULE"ABOVE ARE MAXIMUM ALLOWABLE DESIGN . DESIGN PRESSURES SHOWN IN"ACCORDION SHUTTER SPAN EYY PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. ^ SCHEDULE'ABOVE ARE MAXIMUM ALLOWABLE DESIGN gg 3. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND (1 1 I fi ;: PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. F�a OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE: (\ lv( 3. NO SEPARATION FROM GLASS IS REQUIRED FOR d } tt IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE t\\V\ +� INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF RFBNXLmNvwPE BEAM WITH THE.BACK OF THE SLAT FACING OUTWARD.FOR THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES. 15-2336 THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES 4. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND .cAm _ AS NOTED IN TABLE 1 ARE 1N THE DIRECTION TOWARDS THE - OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE:IT vAae 11lfO1I►RON1 HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGNIS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM E PRESSURES ARE AWAY FROM THE HOST STRUCTURE. `,\ WITH THE BACK OF THE SLAT FACING OUTWARD. T 4. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT "' S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT r,PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, HURRICANE PROTECTION PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, THE DESIGN PRES THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL SURES FOR THE NEXT HIGHER SPAN SHALL BE BE USED. USED. IPE0616549 NAND0�7.:�Er� NoPE005s qy _ V7� - 7 �•• STpre OF ,G.I np ` ii�(\ls••'F�ORIDA•,..•'•�/ �e W In ppppp�E � s �♦ PI GENERAL NOTES: //�I�NAL ENG\\\� W N /j 1111111111\ tu) 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING VARIES - N❑ LIMIT ZW ow m i� CODE SIXTH EDITION((2017 FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ¢ V> s ZONE,AND THE INTER ATI BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE UIZ �<� O (IRC).THIS SYSTEM MEETS MISSILE LEVEL"D'AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN a ASTM E1996.09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION W o^I w o m 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE Z o"�w 0 DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA TGP TRACK u3) szZ BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE o w W E CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. %o O 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. 14 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND ZONES,1N ACCORDANCE WITH ASTM E1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL GI CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. Z J PLAN 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND a w VIEW LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. Ina y Y DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE F- 7. w o DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR 0: z$ WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 r o �. �n o SHALL BE USED. s g B. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC 1+ri o�¢ m SITE. =w 4 z=a �' 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL to m m< ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME z a a PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER' g 61GlS-23 OF THE FLORIDA ADMINISTRATIVE CODE. g~ E to 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE w �.A 5 3 CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR o VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM _ a g THE STRUCTURAL SUBSTRATES DETAILED HEREIN. d R 11. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND ImTd SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE BOTTOM TRACK a F DEVIATION.'AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. 12. EACH SHUTITER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM INFORMATION: TOWN&COUNTRY INDUSTRIES FORT LAUDERDALE FL LOCKING MECHANISM, SEE MISSILE LEVEL D-ASTM E1886,E1996&E330 TYPICAL PLAN VIEWS - e a FLORIDA PRODUCE APPROVAL NUMBER G I 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TYPICAL ACCORDION sa i K.S.I. aa��a 14. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A SHUTTER ELEVATION MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4.0 OR 3/16"0 5052 Y ALUM.ALLOY. N.T.S. 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR A 16. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REIRE. p 17. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. Ulu18. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". 19. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. IRE 20. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. $ Rp� a 1 : 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE CORfE iRFlPNII.®INMPL j ABOVE-NOTED BUILDING CODE 22. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING 15-2338 REVERSED.FOR EXAMPLE:IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE s,..,.. {{ BACK OF THE SLAT FACING OUTWARD.FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN PAGE DESCRIPMN: f PRESSURES AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND ) NEGATIVE ALLOWABLE DESIGN PRESSURES ARE AWAY FROM THE HOST STRUCTURE. �} 23. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK 73 i FRMMKLIIMJAR[�0P.E. SPE0046549 Ss� 2874" PROJECTION ARIES 3.610' 1151, 4.874' MAXV 1/1 .068 2.182" 1.907 Qc 4 1.825" 99111 1.825" 7 1.825" -125" 1825" 1.706' .143' 43• 8 1.7 .100, L4 0 IaE0046549 O-S 14 3' . .S.. 5-. 11 1.100 .10011. 1.7081* 1.1001, 068 099, 19 6" c� .143 S..7 .100, 19 .143 1143': 1 99*" -P�l 7 '19 '4 3 62 0 0 ZD z 50-. '.SI'ATE 6 9 o c� 062' .062' .0 5*1 rO 2. fu .062, 6 2�R�6 200' U. W tr) .200' N 630' M .062" 62* 2 .062 3D 1.510' 630' 1.7I'dilil i0""' j I �I:I62 .20 '08'630 0621, 58" z .9711, -971" .095 1, 1.2SO" .9711, P--.- 1 0 -F 2.82 21" 2.728' 0 u 1.2 0" 1. 0" 0954 .030-, 2.748' Z 5.745" X 3.610 6 " z X. 5.745'*MAX. LITE 2-LEG WALL 31LeI O g WALL LA BUILD OUT WALL HEAVY 2-LEG WALL HEAVY HEADER/SILL LITE HEADER/SILL Lei 0:V. E Q SCALE:HALF SIZE SCALE:HALF SIZE a Ill SCALE:lAll SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE '0 JU WHERE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 2.635' 2.655" 2 300'* 1.825' .875' 2.195, 1.230, 1.825** 219 43 2.655' .600, .510' .460' SI3 , V n� T7[ 2.365p 09, ESP 0.• b077, N 101, in .4.0 lox 1;2: 0. TY ni In ci In cu TYP i . N -, . 1 9 IN ? T6,2 1. 1395 ci.1 105' 621' L:105. 1 1230"L 22 060' A a E L.87S-** TYP. 3.635' 1_1 = - . A. "E 2.300" .......!;985' 4.510' 2.195, tn 4.510* 101, 250'* O SILL O SILL ADAPTER 10 EXTENDED SILL ADAPTOR 11 MID SILL 12 MID SILL ADAPTOR SCALE-HALF SIZE EXTENDED SILL SCALE:HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE LO- SCALE:HALF SIZE SCALE:HALF SIZE 1.994' 4 603" .143' 143' 30 2259 m .314" 4140- 060 1 043" 325" 258" 15OR 3.963' Will .030R T.054" 022" 1.570' .510' Z. L 1621 4069*1 .341' q eq 0� 3.410' 3' .143' 0.080 0(� 13 L225 31 04 A ,T. _21 k2l'� OR 0.080, 01 TYP. 6.8 SLAT/BLADE 6.8 STARTER 2, O AS .630, .096' 17 060 SCALE-HALF SIZE O SCALEi HALF SIZE2.822co 2' in ' gg 130' .06 0.115' 00 .621' RADIUS CEILING HEADER/SIL '0 0.096. 18bWALL SILL 3101 SCALE:HALF SIZE .180, 4.702" m 080, SCALE.HALF SIZE N 080 227" MIMMAIALOOKYWRES 0. - 630, -08 n '01 15-2338 IMF.PrIlgarmam, .420' 14 CEILING HEADER/SILL 15 6.8 STACK/CONECTOR SLAT/BLADE SCALE:HALF SIZE 18 WALL SILL CLIP SCALE:HALF SIZE SCALE:HALF SIZE FRANx L BENNAIIDO�P.E. .3752 `ll11111111//!/ 0PE0046549 125' 2.018' It 10-2L THUMB 1.950'.280" ���`` �•' i C� CEN '•,Q a SCREW--4 ., STAINLESS STEEL o ` ,O9 El 510'. ASSEMBLY 17 E m .3200 HOLE o w �.a�(t.•'' No PE0046549 -_ O N W if ni M W .050" NYLON p o m _ * - U.062- WHEEL �� Op C 1.100" ,240" N �Q STATE OF ~M x L 5' MAX. > TYP.AT EVERY OTHER �(O�'•.F<ORIDE;.•'•• •• J V 19 20 RECESS SILL FOR USE WITH INSIDE JOINT AT TOP 070 ////SIONALI � uJ 'U 1. O ANGLE SCALE:HALF SIZE AND ®ONLY CYLINDER-SOLID BRASS,NICKEL PLATED Z oui= ROLLER ASSEMBLY HOUSING-ZINC DICAST.POWDER COATED SCALE.HALF SIZE 21 SLIDE ROD 22 SCALE:HALF 512E NOTE:NAY BE KEY OPERATED OUTSIDE OR THUMB tJW1CT p x SCALE:HALF SIZE TURN OPERATED INSIDE, Z m r x.250' 23 BRASS PUSH LOCK W n'N"w^S 4 ' NYLON WASHER SCALE HALF SIZE $l• z N a'_W°xi OR ALUMINUM '.357' R/ O W (NYLON BUSHING 'Q S•S' 4.000' b O OPTIONAL) J.276 •SpO. •" 500' P;INSERTS 14 x 2-3/4•'410 HT 5 S.CREW W/ NC ULTRACOTE COATINGYP TOP S BOTTOM) 2'250'.137' •1 5' tn _ WASHER: _ N tu 7/16"0 x 1/2"@ INTERIOR JOINT TOP n! m .224' $ , 7/16"0 x 1"@ INTERIOR JOINT BOTTOM � � a EITHER CAN BE USED ON EXTERIOR 26 BOX CENTER INSERT 2.750' 2.000' Ft�7�E1.N S 24 BUSHING ASSEMBLY DETAILSCALE+HALF SIZE gg O m SCALE:HALF SIZE 27 RAINGUARD 28 DECORATIVE FLOOR TRACK O Zm 4 c 1976' SCALE:HALF SIZE SCALE:HALF SIZE 1.742' 2.125' ; .623' .236' 1.710• .286' 1• 4• .267' 2.702" 2.642" v, : _ LIIO' .443' o 2.465" 2.405" - •'i S O 3� .443 vii m .090' m °� 2.289" 2.216" a S g 1.064' m n o M 1,26 m R Itn .284 1..6' 1.200^ a v o m O � m m o1.100"190" .250"1.068' .239' °• '�' m 250" 725'3.443' .496 3.476' •, N LL , 125' .125" 0 •190" �f'f 125" � .160' 1.001' .062' � .222'k-i .062• .176' '^• WIN--_ . 2003 6.8 CENTER MATE UNIMATE LOCK MALE BOX CENTER FEMALE BOX CENTER OUTSIDE CENTER MATE INSIDE CENTER MATE 29 30 31 32 33 34 SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE-HALF SIZE SCALE:HALF SIZE' Q °a Aaaa9a 7/16"0 STAINLESS .062' 5.500' x 13/16' WIDE .r-f.400' STEEL NUT �� NOTE:ATTACHMENT SCREWS FOR 'A x END STRIPS SHALL SC EW TOR% HEAD STYLE VARIES w OR PHILLIPS DRIVE SCREWS, e �0 30 NAND-TIGHTENED ONLY. Ing• 38 THUMB SCREW � SCALE:FULL SIZE .250' x m " 1/4-2Ox1 OR 5 16-18x1 a`W un �•a n N MACHINE SCREW STAINLESS n 1 74YP� THci REA INTERNAL STEEL e N X + m O�RRWKLf 3FARD0PJL 4.soo - 37 T-SCREW INSERT ' 1.oso' v 15-2338 - .F-},699• POWDER COATED,ZINC DIE-CAST t•i,^, SCALE.FULL SIZE ^I viuI DELTA MODEL 2022 SECTION A' O T-LOCK ADAPTER °, OOO wWl HtJOl/.TROW. 36 400 40b 40c INDUSTRIAL SY254STEMS 7.000' (OPTIONAL) -� °; "' END STRIP 1" 35 BOX LOCK SCALE:HALF SIZE 9.� SCALE:HALF SIZE39 2X7 ANGLE 2" & 3" EXT AlCALE.HALF SIZE t#•125' SCALE: HALF SIZE "`/---aLLLttt"' Q FASTENER(p EXISTING GLO 18"O.0 ♦♦♦\\1\\)IIIIII//FRQINKL S9NNAROO,RE. ASS DIST. EXISTING GLASS ♦ ,t ,,C: - (USE ANY ANCHOR SHOWN ED ♦♦ [� L IN ANCHOR SCHEDULE) '•. �-n/n J Li=Orn EC: NaPEOC146541 F EMBE SILL) (INTERIOR) ` _ ; i-co =�� ALT.DIR CTION II II 1 ' LL _'T1'•_ '0' �w tV EMBED. 17 $ ,� %* OF ANGL LEG �p `�` (INTERIOR) 17 TATE OFA. ".4 MI 0.062"THICK 6063-T6 'i ............. Wk, 83rt A UM.ANGLE 1"x 1"MIN. / $�j EDGE O 2"x 5"MAX.(ANGLE LEG 3 4 29a 290 // )NAL\ yDIST• AY BE REVERSED) � 0 •_ 38 29 ASTENER(d 18"O.C.(USE ANY 13 15 ^ r�nn� �wQ s ANCHOR SHOWN IN ANCHOR 13 u �a�gg�i� 13 13 13 13 SCHEDULE.1"MIN.EDGE DISTANCE) 27 38 pg 29a 29b 7 oNNga�4 6.80"(TYP.1 29 $412 x 1/2"GALVANIZED BOTTOM 1/4-20 THUMBSCREW (EXTERIOR) W _ OR S-S.SMS,3/16-0 ALUM INTO CENTERMATES 1/3 (EXTERIOR) 1/4-20x1 THUMBSCREW INTO POP RIVET,OR 1/4-20 TO 2/3 SHUTTER SPAN RECEIVING HOLE yysW THREADED HOLE LOCATED @ MACHINE BOLT 8 NUT SHALL BE 3/8, w , w W 1/3 SPAN TO 2/3 SPAN FROM Ca 78" IMAX,TO 1"WIDTH HEIGHY UP ob TYPICAL PLAN VIEW BOTTOM OF SHUTTER FOR BLADES MULTIPLE SHUTTER ASSEMBLY O BL 9"140 SCALE:3"=1'-0'• USE TWO THUMBSCREWS MULTIPLE ON BLADES>8'-3",ONE @1/3 SPAN LOCKING DETAILS FOR SCALE:3" 1'-0" AND ONE AT 2/3 SPAN FROM BOTTOM CENTER MATES USE 111 BRASS PUSH LOCK OF BLADE,TYPICAL.FOR LOCKING GI V, SHOWN ON RANDOM OR 111 5/16-18 THUMB SHUTTERS,A BRASS PUSH LOCK 23 In SCREW I 0 THREADED MAY BE SUBSTITUTED WHEN USED WITH DETAILS 7� INSERT 37 AT 1/3 SPAN H Y "'SSS TO 2/3 AN FROM CENTERMATE N29 AS SHOWN,RECEIVING SEC END STRIP SCHEDULE w q BOTTOM OF SHUTTER HOLE FOR THUMB SCREW MAY BE 7/16" FOR MAK.SPAN WHEN _ 8 G RECEIVING HOLE SHALL BE 30 !c "4.: uz v Vii- q USING LOa,LOD OR LOc R 1/H MAX WIDTH,UP TO 13 6 ;x N°•e m 1"HEIGHT. 30 END STRIP SCHEDULE AN N o X 55 CW3�J^ PSF SPAN 2m 4 1.010(2.7-) 62 108• \ 40 USE APPROPRIATE ® 'Do. `40 STARTER STRIP TO E a PROVIDE CLOSURE FOR _ FF 13 112 W. A0 BUILDING CONDITIONS. 9 w 23 6 3 \\\ 2'BIO(3.T) 82 95: r• _ I (INSIDE) 72 w FASTEN STARTER a R HIS, 3'BTO(4.T) STRIPTOTRACK%I y62 86• 2/910x1"SCREWSAT CORNER n 79ALTERNATE END STRIP DETAIL )HAND-TIGHTEN ON45 93• SCALE:3"=V-0" ANY TRACKx0.093' 62 BT W/SCREW BOSSES. ANGLE 83* 6a I 7 7 0 I 2713' 45 13 73 • ..n =O 2 73iC�2L6E' 6 '28• EXISTING GLASSAISI 20. USE 11)BRASS PUSH 30 17' -tliC OUSE R)1(115/6a58 THUMB (INSIDE) LOCK OR CR W INTO 3U 13 73 09' ori INSERT I370AT 113 SPAN SILL >�!t'� $ THUMB SCREW INTO 2'x4' 46 145' fi q THREADED INSERT 37 c ® 11 AT 7/3 SPAN TO O x0.125' 6 136' "�4=`�, TO TO AN FROM m9, SPAN FROM BOTTOM OF (OUTSIDE) ANGLE 67 2. ^y"' BOTTOM OF SHUTTER ((� l3 SHUTTER.RECEIVING 4 TO I 121 3/ - ,D HOLE SHALL BE MAX WIDTH,UP " HEIGHT 73 114•FOR @ pxylT CCl TYPICAL OUTSIDE CORNER CLOSURE THANS SHOWNATER STRIP DS THAN ULE,E D END STRIP INNER T>SCHEDULE,END END STRIPS REQUDIEA 35 30 P p p 8 •�R O DETAILS WO/CORNER POST 1'x1'.090•CUFP ANG"HIDSPAH g 13 3o wPf»aRRNMLIENIY2WPE T3 USING ANY ANCHOR ON THE NTS' ANCNORSCHEWlE6►14x1/4.7Ex 15 13 23 OUTSIDE � 15-2338 SILL STRISCREW OR I/4-20 BOLT 70 END 31 2 (OUTSIDE) - SCRE USE Ill BOX LOCK AT 1/3 !MR SCALZo�p =141. SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER OTYPICAL INSIDE CORNER CLOSURE FFM= F� « CC2 DETAILS WO/CORNER POST � Ka MULTIPLE SHUTTER ASSEMBLY NTS � R SCALE:3"=1'-0" i 2 FASTENERS ALUM. TUBE 1{{)1111! FRANK 046549NNAROO�PEy' EACH ANGLE 6063-T6 ALLOY , - \ C2 CONNECTION TYPE {{ f ' r... ... SEE TAF31 E AA FOR SIZE. \ REFERENCE ANCHOR EXISTING / \ SCHEDULE FOR MAX. STRUCTURE 1"x 2"x 1/8" SPACING - OR 2"x 2""1/8" CI CONNECTION TYPE 1/4-20 MAINE EO(,L ALUM.ANGLE ° / ` REFERENCE ANCHOR ® W/NUT(°1 2 O. 16 654 THREE 3/16"0 13 SCHEDULE FOR MAX 014 SMS( ".'O.C. * •;�•-_ SPACING 1/ " ALUM ° I ITYP.TOP-g bOTTOMI (1�T o1N POP RIVETS 1/ •• �� ""1v x OR ° 17 �� ALTERNATE THRUBOLT O STATE OF - �1 Pl",ST 7 THREE N12 SMS, 3/16"0 ALUM POP I• C1 CONNECTION TYPE wl- �� ..."ZORIOP, �1[[1,,m TYP17 RIVET OR 1112 SMS _ REFERENCE ANCHOR •'ooN OR(f/ / =LL, ui $� -FABLE A(cm) (nl 18"O.C.ITYP.) SCHEDULE FOR MAX. "p �OR�i6� Sy'(Y(1�/ANAL E 11 u� � 1; 1� SPACING FOR �� 1/711111{1 Fw3• OW5 I PRESSURE V5 ALLOWABLE LENGTH rpa�, MAY USE MALE OR 11 n i�T 5 o:a=m SaQ W ffiH 2SQk8j1/8' 3'Y3 /B• I w st PSF No 0 ND 0 t3 FEMALE LOCK-SLAT! A t 4 13 r 4 -W7 IG ' = I / k FOR NNiZ 0 N p Z 62 13V 188' / GLASS FCR MJN. I d w 8 w z 7z R4' 179 CC3 TYPICAL CORNER CLOSURE DETAILS / \ OR DOOR-�1 To ciATss" X Ln m m N W 82 119' 17T NTS / `I r a=¢a w 92 114' 165' - TABLE C: ACJ / P~r~ b 0 w 102 IID' 160' ASCOULE FOR JF �R 6 OR OWABLE I- w p ~ 120 104' 34T TABLE B(cm) ALTERNATE THRU BOLT IfUIIDOUT MDUNT w \ OR W 350 PRESSURE VS ALLOWABLE LENGfH CS CONNECTION TYPE (OEfAtL, L7 N ^ 1 9T 131' REFERENCE ANCHORMAX -p- 2D0 BB' 114' 2'k2k118' 3"y3'X ' SCHEDULE FOR MAX. 6 R MAX h1 p I 114PSF WITH BIO WITH O 5PAIIPRESSURE C1 CONNECTION TYPE 1•• I 1/4"MAX FROM PIN 62 113' 166' REFERENCE ANCHOR �I GUIDE TO BUSHING 1151N. +/•30.1 PST SCHEDULE FOR MAX. /' r- --I \ WASHER ITYP,) ,W`t Y 72 lOT 15T 1211N. +1.31.1 PSF SPACING ,il 82 101' 14T 1181N. +/•31.9 PSF iiI I I f$ a 115 IN. +/•32.7 PST ___J / 14x3/4"SMS La 9"O.C. n• o 92 9S 139' -� ANGLE TO TUBE CONNECTION AlitN� �'^ 1121N. +/•33.6PSF / Al 7.5 d p I^ 102 90• 132' 110IN. +/•34.2 PSF EXISTING 2"x 2"x.125" Ll'o 55 a m 120 83' 122' 1071N +/35.2 PSF CONCRETE, EMBED. 6063-T6 ALUM TUBE 4 Zm 3 m tl 15° 74' 109' LOS IN. +/35.9 PSF BLOCK OR 5 CONNECTION TYPE $$$ 20D 64' 94' 1031N. +/-365 PSF WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. '>_ g1 1-1/2"MIN FOR CONCRETE 1011N. +/-37.3 PSF MIN. SPACING - �•"'•�✓'- c 3 p FOR BLOCK 3/4 •' 99IN +/.38.0 PSP E 951N. +/•39.6 PSF Cb ALTERNATE BUILD OUT MOUNT SECTION a s 921N. +/•40. P5F9 `+ FASTENER 18" SCALE:3-.1'-0" O F+ !USE ANY ANCHOR SHOWN 891N. +/d2.3 PSF hIN ANCHOR SCHEDULE). 861N. +/•43.8 PSF n831N. +/-45.4 PSF 811N. +/d65 PSF ACCORDION SHUTTER r. 781N. +/•483 PSF x' { PER PRODUCT APPROVAL 761N. +/495 PSF 0:m 741N. +/•SOB PSF �w 3/16 RIVET OR 1412 /� _ 2..x 2..x Wffib 70IN. +/•52.3 PSF APPLICABLE ATTOP .090"fi063-T6 F N N SMS(Al 18"O.C. OR ALUM TUBE TYP. 701N. +/-53b PSF AND OR BOTTOM %Z n o w f 1/4-20 NUT&BOLT 77 )p 681N. •%55.4 PSF (TYP.1. 3/16"m ALUM.POP '^W ALUM.TUBE RIVET OR 4412 SMS GI=y� 66 IN. +/•STA PSF W 2"OR 3. f w j gag aT� 6063-T6 ALLOY (A1 18"O.C.(TYP.) FOR w m r` 0 SEE TARLE 9 2•.x 5"x 1/8" 92 N F, 7D g FOR SIZE.. 2FASTENERS xCONTINUOUS f. Zoe 1/2'MIN. EACH ANGLE �'-�^' A1� 13 ,AwO 1"x 2"x 093" ALUMINUM ANGLE 8 FOR HVXZ = Z w 2'X 3'R 2"X 2.175' q 6063-T6 ALUM. THREE 3/16"0 ALUM DPTIONAL ANGLE INSIDE SEE TABLE 2 CONTINUOUS OR 2'x gF }gi1 ANGLE,TYP POP RIVETS OR 17 ORIENTATION TYP, 17 GLASS x; o Z m 2'Xy"%CONTINUOUS 17 THREE 4412 SMS,TYP. OR DOOR TO�A SS a<4 a 6061-T6 ALUM.NUMANGLE i2 p 1"x 2'•x 1/B" u lA 2, 0.9'MIN.THICK 6061-76 13 ° ° OR 2'•x 2"x 1/8" ALUM TRACK FASTENED o e ALUM�ANGLE ANGLE FASTENED TO 0 S I USE MALE OR FEMALE 14 16 EXISTING 3 KSI MACHINESWS AT 3' LOCK-SLAT) ,� - S'6' C4 CONNECTION TYPE CONCRETE HOST FROM ENDS AND 9"O.C. MFfF MRWRL[INV=PZ 13 L REFERENCE ANCHOR STRUCTURE WITH FOR THE BALANCE 13 W SCHEDULE FOR MAX. Y4 0 ELCO ULTRACONS 2-1/2"MIN. 15-2338 , SPACING AT 3'FROM ENDS AND EXISTING CONCRETE (OUTSIDE) EDGE DIST 4'O.C.FOR BALANCE HOST STRUCTURE(3000 PAGE°E6GII►FIDN• 4412 x 1/2" 3/16"ALIZED WITH 13/i MIN PSI MIN) OR S.S.SMS,3/1G"af ALUM CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS EMBEDMENT AND 21/1' SEE TABLE C FOR MAX SPAN AND PRESSURES NTS MACHINE BOLT S.NUT SCALE:3"=V-O" EXISTING CONCRETE, MIN EDGE DISTANCE, p18"O.C. BLOCK OR WOOD FRAMING STAGGERED WITH 3" EE INSIDE SILL MOUNT SECTION MIN.SPACiNG,TYP.O BCALE;NTSMMOUNT SCALE 1 3"=V-0" PSE. CS CONNECTION TYPE FRANK L BENNAADO�111(1 I I /f�9D46549 E., X REFERENCE ANCHOR EXISTING 1\ FOR lu o j_ FOR p$lu SCHEDULE FOR MAX. STRUCTURE ��� ESSENTIAL p p 0. ESSENTIAL SPACING `�� ' W FOL TIES 5"MAX. `•••....•. �i •-+f/ GLASS FAOLITIFc it o > GLASS EE TABLE 4 w C1 CONNECTION TYPE 1/4-20 MAC: `BOL a OR DOOR SEE TABLE 4 N- OR DOOR &FOR HVH2 w w -r lar, REFERENCE ANCHOR 19 W/NUT @ 12% OR &FOR HVHZ a m SEE TABLE 2 ~uwi p o SPACING-NG SCHEDULE FOR MAX. " N14 SMS QQ 6�¢.0 No PE00 6549 SEFOR ML 2 =w Q FOR MIN, ig j vii.w /2" (TYP TOP_8*00TTOM1 FOR MIN. 13 Ln w a O SEPARATION i 3 z - 1/4"-20 THRU BOLT W/ SEPARATION X w w 10 GLASS M.o N- -"Q •• TO GLASS a i 0: 1412 x 1/2"SMS @ 12"O.C. zm o m LOCK NUT @ 12"O.C.OR YF w m OR 3/16"0 ALUM.POP Q 4< 0 STAT ®• CI ,E 1112 x 1/2"SMS @ 12"O.C.E.S. L7 r a u O 0.r- O N 5 OR 6 OR P Yrl N$ OR 3/16"0 ALUM.POP z I- RIVETS @ 6"O.C. OR 1/4"0 L u m w p g �� �� nn COR w p ALUM.POP RIVETS @ 12"O.C. OR \s•'ON. • LL RIVETS ALUM@ 6"O.C. E.S. x N T ORI/r'12"O.0 E,S OP RIVETS / m 11 AND 02 FOR lA1 '-�'TTIIIII 1 OWU_ @ 1/4••MAX.FROM PIN ASSEMBLY 1/4"MAX.FROM PIN m /� �> �gy5€3 09 AND 10 / GUIDE TO BUSHING 1/2" 1/2"TYP. GUIDE TO BUSHING FACILITIES 13 F�=0o UQ �Q� 33iO - W WASHER(TYP 1 SEE TABLE 4 O w w ZX r A2w ASSEMBLY WASHER(TYP.) m _ GLASS &FOR HVHi w o 7 j W s~c -"ez / 1/2" 'i/2"TYP EXISTING CONCRETE, W 4 CONNECTION TYPE OR DOOR SEE TAOLE 2 n Ln z O z m d BLOCK OR WOOD FRAMING Ji �L _ EDGE REFERENCE ANCHOR FOR MIN. a o z a 3Ci6�i m / 3 CONNECTION TYPE DIST. SPACISCHEDULE NG ASOR MAX.SHOWN TO GLASS J o w~ En CZ O W uiw REFERENCE ANCHOR 4 CONNECTION TYPE IN DIAGRAM ON PG.10) a N w/ EDGE SCHEDULE FOR MAX. DIST, SPACING AS SHOWN REFERENCE ANCHOR / 3 CONNECTION TYPE IN DIAGRAM ON PG.10) SCHEDULE FOR MAX. r REFERENCE ANCHOR SPACING ALT FASTENER o 'A OR 6 R EXISTING CONCRETE, LOCATION FRONT AND w oQ) SCHEDULE FOR MAX BACK ANCHORS NOT REQ'D `•'O SPACING.ALT,FASTENER BLOCK OR WOOD FRAMI WITH THIS LOCATION 2•1 1/4"MAX.FROM PIN rR / © LOCATION.FRONT AND C1 CONNECTION TYPE GUIDE TO BUSHING m 1/4-FIAX.FROM BACK ANCHORS NOT REQ'O INSIDE MOUNT SECTION REFERENCE ANCHOR WASHER(TYP.) .m / OB SCHEDULE FOR MAX 1® .`�Y WITH THIS LOCATION PIN GUIDE TO SCALE:3•'=1'-0" W I BUSHING WASHER SPACING 5 CONNECTION TYPE 8 INSIDE MOUNT SECTION REFERENCE ANCHOR Hwy I ITYP.) O SCALE:3"c 1'-0" SCHEDULE FOR MAX. ! ya 04 0 \ EXISTING CONCRETE, SPACING / NOTE:FOR DETAILS A.B.D.AND E ON THIS SHEET, BLOCK OR WOOD FRAMING EMBED. g / THE BASE TRACK MAY BE INSTALLED IN SECTIONS ¢I _ WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS O?mi / A MINIMUM OF TWO SETS OF ANCHORS AND ISA Cp BUILD OUT MOUNT SECTION TYP. BOTTOM MINIMUM OF 12"LONG,THE SILL OR CEILING TRACK EXISTING CONCRETE, SCALE:3 1'-0" USED WITH THE BASE TRACK MUST BE CONTINUOUS BLOCK OR WOOD FRAMING E `9 OVER THE GAPS BETWEEN SECTIONS. `1XISTING .cy EXISTING CONCRETE, STRUCTURE E 3 o I BLOCK OR WOOD FRAMING EDGE DIST: o g I EMBED. 4 C0I4NEC710N TYPE C2 CONNECTION TYPE W/E%TRUST y2 1 CONNECTION TYPE W REFERENCE ANCHOR MEED, 5 CONNECTION TYPE W/EXTRUSIO @1 R REFERENCE ANCHOR SCHEDULE FOR MAX REFERENCE ANCHOR 5 b SCHEDULE FOR MAX. W O SPACING SCHEDULE FOR MAX .�,• SPACING AS SHOWN SPACING IN DIAGRAM ON PG.10) 1416 S ' &R@r 3 4 R w G to i GLASS 5 I 4 M A OR DOOR H »pL t7�+ w w�r-•w-r rn SSEPAARARL Z jiZ u o=w I F ww IQ w II 12 x 1/2SEE tn 0 ALUM FOR MO.0 OR 3/16" 7I 19 r..In 1 0 0 BBB 3 888 B8 f.w»� POP RIVETS @6"O.C. O m 5 h O=Z w FOR M zoo X z GLASS OR j N r,r 0 OR 1/4"0 ALUM.POP a a s DOOR &FOR HVHZ N H z u w At 13 ix ='- RIVETS@12"O.C. L Oa~ mo�-� GLASS F I..z u w u rA FOR MIH. z Oz m OR DOOR L 4&FOR Xi m o N u SEPARATION X w a HVHZ SEE TABLE 2 X z O z m 10 CUSS i o a I- Ii oil i 1/4-20 S.S.MACHINE A II 11 oat- OT ANDOR 1/4"MAX.FROM PIN SCREW&NUT @ GLASS S um 1/2" GUIDE TO BUSHING a g u ASSEMBLY 1/2" t- �1. 12"O.C. a TYP, WASHER ITYP.) rwj N 1/4"MAX.FROM PIN c iS 1/4"MAX.FROM PIN m 4 CONNECTION TYPE 1/2" GUIDE TO BUSHING 9p" X GUIDE TO BUSHING w a w O /1•,RO WASHER(TYP.) c+ E WASHER(TYP 1 EDGE REFERENCE ANCHOR (DoR0 R S�: EXISTING CONCRETE, DIST. SCHEDULE FOR MAX C2 CONNECTION TYPE W/EXTRUSION p2 BLOCK OR WOOD EXISTING CONCRE SPACING AS SHOWN 5 CONNECTION TYPE W/EXTRUSION #1 �L�wmOPE FRAMING BLOCK OR WOOD FRAMING C4 CONNECTION TYPE IN DIAGRAM Oil PG 10) REFERENCE ANCHOR 15-2338 ` © OR REFERENCE ANCHOR SCHEDULE FOR MAX. - 5S 3"x 3"x1/4"CONT 4 CONNECTION TYPE N12 x 1/2"SMS @ 12" SCHEDULE FOR MAX. SPACING dot 6063-T6 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"0 ALUM. SPACING.ALT.FASTENER EXISTING CONCRETE, Pwa[omcRFrnotll (MAY BE REVERSED @ LOCATION.FRONT AND O SCHEDULE FOR MAX. POP RIVETS 6"O.C. p AS SHOWN DASHED) SPACING OR 1//."0 ALUM.P BACK ANCHORS NOT REQ'D BLOCK OR WOOD FRAMING 8 TH 93 RIVETS @ THIS LOCATION 12"O.C. . Op WALL MOUNT SECTION O CEILINGWI/ INSIDE MOUNT SECTION O WALL/BUILD OUT SCALE:3"=V-0" SCALE:3"=1'-0" SECTION SCALE:3'=1'-0" I FOR ASTu ESSENTIAL \1111 i I r f iK L BENNAROO,P.E. FACILITIES SEE TABLE 4 8 ` \ 0046549 :y Ir<°'• FOR H@R SEE TABLE 2 u; 2. EXISTING ��`` 0 4•. GLASS OR MIN.SEPARATION 10 0-� a STRUCTURE ALT.LEG DIRECTIONOR MACHINE �-' I I DOOR GLASS 13¢w r 12)6063 PER ALUMINUMBEAM BOLT W/NUT , � •No PE004 � � w O= ,I I SIZE PER SPAN TUBE @ 12"0 C OR �*; 65 9 r u u 1/4•'0 ALL I SCHEDULE N14 x 3/4" - �;.� Q Z ¢ POINTS SOLID - B SMS 6"O.0 _ O SET ANCHORS _ SPAN TUBE SCHEDULE ffLn1 2 w Q SPAN TUBE u' b N I ,Awa WITH 7/8'*MIN. PER DESIGN ALLOWABLETUBE NUMBER OF NUMBEROF UMS�I�EI� `.•I� Z: I <UI N z EMBEDMENT IN SPAN THRU430LTS ANCHORSPER Ay,, _¢ l7 CONCRETE OR ACCESS HOLE SCHEDULE TUBE SHUTTER ANGLE � �`.',•ORIOP, Hm^8f E H w rn BLOCK,3"MIN SIZE SPAN ! ........ N J $N • O SPACING AND m TOP BOTTOM TOP BOTTOM Top BOTTOM Tbfj O�LL WI 11 j O 3"MIN EDGE ~• TUBE TUBE TUBE TUBE TUBE TUBE TUBE/f// 1 1 �� TS • u= X DISTANCE. - 7�{-• - z w 80• 123.9• 135.7 2 2 2 3 4' 7" Zw OBj V 0000 - B- E / �F 5 6 0 0 0125 tots 109.9 2 2 3 3 7' r f11� >6 a tm ¢w 123• Beg• 91.4• 2 2 3 3 7• r U amwu 3"MIN. 14 16 O=m o,r m J { ED.DIST u 2k6k 120.1• 157.0• I 2 2 2 3 4• r Li,� �N W _ /2•• 1 FOR AS7N E$;Tdil�l iAOL19E 13 Q N p 0.125, 89' 174.9. 124.1• 2 2 3 3 r r W LLLLII �H W gx ' 1/4"MAX.FROM PIN GUIDE A SEE TABLE 1 k FOR HNiZ STE z y i { TABLE 2 FOR MIR.iPARA710N w Q w 123• 1029' 109.6' 2 2 4 4 t0' 10` 3 C•Ld i I TO BUSHING WASHER ITYP.1 GLASS wa 1. 118.E 96.9 2 2 3 3 r r th ce OR DOOR 10 CLASS A N 2hBk gg• 722.r 155.7• 2 2 3 4 7' 70' O LU i=if m TWO 1/4"0 WOODLU m E 1/4"0 THRU BOLTS =0 Q Fi LAG SCREWS Cd 24" SEE BEAM r�'H 0125• 123' 115,4• 137.5• 2 3 4 5 10' 13• ti LI 0 C.MAX WITH 2" l7 f' 60' 759.1" 240.0• 2 2 3 -4 r 10' S THREADED PENETRATION 3"MIN. SCHEDULE FOR W I- 2NION 1 ED.DIST. 7 BB• 140.8• 220.9• 2 3 4 B "T"INTO CENTER OF STUDS - EOUIREDMBER' u= 0.7875' 123, 132.2' 203.1• 3 4 5 7 1 13• 1B' 5 6BpiN EMB "T' 14 SMS Cal MIDSPAN BETWEEN 14 16 - 1/4"MAX.FROM PIN GUIDE SPANTUBE SCHEDULE NOTES: STUDS FOR TRACK TO 1"x 4" 'U TO BUSHING WASHER ITYP. % x x x 4-ANGLES FOR 2'x5"&2'x6'BEAMS. of PLYWOOD& TUBE CONNECTION 1/4"0 ALL 2. USE 2'xS'xl/4•ANGLES FOR 2'xB'&2'xlO"BEAMS. STUCCO FINISH POINTS SOLID �•+ 3. USE BEAM SCHEDULE FOR DETAIL 3. m yl 1"x 4"x.125" SET ANCHORS _ SPAN TUBE PER DESIGN 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN w � 6063-T6 ALUM.TUBE WITH 7/8"MIN. +-. SCHEDULE COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED 4 EMBEDMENT IN - TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS, F e a THIS DIE 7 AIL TO BE USED WHEN STUD SPACING CONCRETE OR S. SPAN TUBES MAY BE USED IN A MIDSPAN CONDCRON WRH mEL Oo BLOCK,3"MIN ' 1/4-20 MACHINE BOLT rr ¢ro EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. W/NUT 12"O.0 SHUTTERS SPANNING ABOVE AND BELOW THE BEAM.MID-SPAN 7Ea O m SPACING AND 3" I 12)6063-T6 ALUMINUM (6 TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, Ob MIN EDGE .11 ANGLES PER BEAM END, OR 014 x 3/4"SMS Cal O WALL MOUNT SECTION rHls DETAIL MAY DISTANCE. 512E PER SPAN TUBE 6"O.C. ANCHORS,ANGLES AND BOLT51,WITH THE SHUTTER SPAN TAKEN O=m S SCALE.3"=1'-0" ALSO BE USED SCHEDULE AS THE SUM OF THE SPANS ABOOVE AND BELOW THE BEAM. AT TOP EXISTINGACCESS HOLE 6. LAP BEAMS ARE NOT ALLOWED. STRUCTURE ALT.LEG DIRECTION 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. C� ' m EMBED. q MAX DESIGN LOAD=v 72 PSF E 3 O $4Y If Oj BEAM SPAN SECTION d L -GLASS F o SCALE:3"=1'-0" FOR ESS ESSENTIAL OR DOOR D I a 6 FACILITIES H II SEE TABLE 4 k 13 p ri FOR MIN. SEE TABLE 2 = FOR MIN.5<PARA710N 10 m I EXISTING W000 Z TRUSS OR RAFTER 1/2" 3" 1/2" rr I n w GLASS XQ a @ 24"MAX.O.C. ti-1/2'7-1/2' ii I ii 00 I � E N EXISTING FINISH 5 6 MATERIAL ��1/4"MAX FROM PIN GUIDE I I i O •. 1"x 4"x 1/8"6063-T6 I•I' ,I i,, w 14 16 TO BUSHING WASHER(TYP.I „ m ALUM.TUBE W/THREE 1/c•'TILE(TYP.) 1/4"0 WOOD LAG 'R¢$ FINISH MATERIAL SCREWS WITH 2-3/4" 11K\111' A•LI EIRNA G &p I x 3/4"PLYWOOD MINIMUM THREADED @ it it _ S4 m "1/4-0 A325 GRADE THRU BOLT C.)7"O.0 PENETR."T"IN WOOD E I OR 5/16"0 A325 GRADE THRU BOLT Co)12"O.C. EACH RAFTER OF TRUSS. / I GALV.OR S.S. 24"O.C.MAX.WHERE I 5 6 TUBE EXTENDS BEYOND` ggg ��•• 1 I ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THA 5"O.0 W/1-1/4"MIN.EMB 6". EXTEND TUBE TO ai 2"x 5"x 1/8"6063-T6 tlCi " OR 1/4"0 LAG SCREW Cal 9"0 C W/1-7/8" NEXT TRUSS. ww-w.lm ALUM ANGLE W/THREE tm mtr> jg MIN.EMB. IN WOOD SG=0.42.TO 0.55. / h y=Ott 1/4"0 WOOD LAG rj d d g IE ap O SCREWS WITH 2-3/4" COFfRI FRWLWf0=P.E 1/4-20 S S.MACHINE SCREW 13 �' (al N / 12"O.C.IN BETWEEN TRUSSES ==z u MINIMUM THREADED EXISTING CONCRETE, NI- w HOLLOW BLOCK OR WITH 1/2"0 ACCESS HOLE ON L�Din, PENETR."T"IN WOOD(N 15-2338 III WOOD FRAMING SEE 2"r.5"x 1/8"CONT. DACKSIDE OF TUBE OR N14 SMS X z o z m EACH RAFTER OF TRUSS, a..., ANCHOR SCHED.BASED ALUM ANGLE(6063-T6) (la 6"O.C.MAX.IN BETWEEN Q w o Q< 24"O.0 MAX WHERE PAGE OlocIRLT fON, ON TYPE OF STRUCTURE F vai ANGLE EXTENDS BEYOND Q LAST TRUSS MORE THAN (MAX.DESIGN LOAD a 72 6". EXTEND ANGLE TO i HOPASS THRU DETAIL P.S F.) (MAX.DESIGN LOAD x 72 P.S.F.) NEXT TRUSS 13 SCALE:3"=1'-0" O TRUSS MOUNT SECTION n SCALE.3"=1'-0" Q i .: F L DEHNAH00.Pia GLASS OR DOOR i FOR ASTU ESSENTIAL FA.41R S SEE TABLE NO EOOg65 GLASS OR Z l GLASS OR 4&FOR H" SEE I I DOOR DOOR M IA-T 2 FOR NTN. w I t -D - FLS A TM O a FOR 0: SEPARATION TO CLASS w --" --- --- ---- 1 K�=F EN IA M0 O:wF~-Q I I ON* E Fw ,t 1I rw-� F.w7F I I Srr N; 7C L 4 FOR F•4 vl m TABLE 4 k FOR 0: w F J F to N .m i •. ,�.• 8 i 2 FOR MRI. =w Q a 2 OR UN. 6wil=m I I Z SEPARATION TO H N N O SEPARATION TO MIN // GLASS X w GLASS I z 13 X Z 0 1n -�' / W _ Q=1. M p2a a JKZ fl U1V 6 13 li~-4 t3 G w C= Cl CONNECTION TYPE £ '�'a PARTIALHELAEDVEATION MOUNTED v<9 3sgg a REFERENCE ANCHOR 4 In 0 (O _ M �'n SCHEDULE FORM SCALE:3•= 1'-0' Z aim W 20 ut 28 a a SPACING '� .250" W oN W �z .2SO" .250" Ian .11 _ ( / t/a'•m TAPCON I 24" C6 CONNECTION TYPE to r � 18 N VIP,, O C.WITH 1-1/4" MIN REFERENCE ANCHOR F EMBED, SCHEDULE FOR MAX m N �?.� 19 'D O 0 SPACING .4 /E EXISTING CONCRETE OR /E EXISTING - I / \ BLOCK ONLY.WOOD ly iO STRUCTURE /J \FRAMING&WOOD ANCHORS EXISTING HOST STRUCTURE II 0 t �\ACCEPTABLE Q �-tA1TERIALFIN15H EO .E I 1/4"MAX.FROM PIN O WALL MOUNT SILL DETAI m I SCALE:3"=1'-0" GUIDE TO BUSHING D1sT \\ O DECORATIVE FLOOR TRACK DETAIL q.0R©CUT IN 4"INTERVALS WASHER ITYPA m�$ 0FORM U E(SEE u+ O RECESS SILL DETAIL \� SCALE:3"=1'-0" DETAIL Pt P FOR ADDITIONAL SCALE:3"=V-0" \ INFOL TYP.TOP&BOTTOM a p� 0 FASTENER Ca)EACH 4"CUT a n 3 c 0 6 O m SEE ANCHOR SCHEDULE BASED 1/4"MAX.FROM ON C4 CONNECTION TYPE TO a m m Cm K c c Q VERIFY ANCHOR SPACING U{ PIN GUIDE TO v m^1p l a IS ACCEPTABLE 73 �' y v o BUSHING WASHER � � v v v v �_ � 6o ggAMAM ITYP.I I w a �m000� ^� u.• � 5 MAX.FROM PIN GUIDE TO BUSHING WASHER(TYP.) I h TYP. BOTTOM w t/2 EX ST 1/4-20 MACHINE BOLT O 6 STRUCTURE _ W/NUT(d 2"O.0 4' 19 CUT AT INTERVALS T 1 EXISTING FINISH ORM CURVE(SEE DETAIL @) I MATERIAL ON TYPE REFERENCE I ANCHOR A n SCHEDULE FOR MAX SPACING(FASTENER ^e 3 epe I 1"061"x1/6"8 M.AN 1/8" @ EACH 4-PIECE fi063-T6 ALUM.ANGLE CUT R 1106T3C-1T6"&M.2"x1/0" MATCH AND PROVIDE SUPPORT 6063-TO ALUM.ANGLE CUT TO O CURVED TRACK SECTION DETAIL CUT SHUTTER EXTRUSIONS MATCH AND PROVIDE SUPPORT SCALE:3"=1'-0" ONT AND BACK WHERE OF CUT SHUTTER EXTRUSIONS ONT OF EXTRUSION IS FRONT AND BACK.WHERE -- >�S) Y NTINUOUS REINFORCEMENT FRONT OF EXTRUSION IS PZ a NOT REQUIRED. CONTINUOUS,REINFORCEMENT ' P)• I IS NOT REQUIRED LVLA (D(2) 0W4A ONDIOTOEN MNu OFI TWO PER MB.'" APPROVED MOUNTING / ' • 0IECE CONDITION•MIN.OF TWOPERPIECE - 15-2338 PPROVED FASTENER AND APPROVED FASTENER AND - SPACING WITH A MINIMUM OF SPACING WITH A MINIMUM OF _ j' IKyLLI TWO FASTENERS PER CUT TWO FASTENERS.PER CUT PAD[Dl9pU/RONi PIECE PIECE f OTYP. SECTION FOR SHUTTERS ,,TYP. ALTERNATE SECTION FOR SHUTTERS �i' 'r 13 f Pi SCALE:3"= 1'-0• P2 SCALE:3'= 1'-0' (Qv1 ANC SCHEDULE: CONCRETE FR4wIC L°ENN4RIO?PE /PE0046549 2 z S ITYP.1 2 5 OUTSIDE \`\\\111111 / TOP FLANGE �a ` / I 2.5"MIN EDGE DISTANCE ANCHOR ISEE SPACING �-• _ SECTION X) C.- LOAD Spans Up To 6'•0" Spans Up To 8'•B" 5 ans o 13'•0" 0 `��';: LICEryS� �LQi�I .. ANCHOR CONN TYPE CONN TYPE CO TYPE (� (psn Cl C2 tl C4 CS C6 CI C2 tl G7 CS C6 C1 C2 I C. C4 CS I C6 _*: No PE004 � 1/4"ITV!TAPCON OR ELCO AB_16.0"1616^0"16_60"16.0"16.0"16.0"16.0"16,0"10_S'10.0"16.0"13_0"15.5'16.0" 6.5" 6.0" 9.5" 9.0. O O 0 - 6$49 , ULTRACON WITH 1-3/4' 62 16.0"16.0"12.5"12.0"16.0"14.5'16.0"16.0" 8.0" 7.0" 13.0"10.0"11.0"10.0" 5.0" 4.0" 6.0" 7.0" = 7f 10 T x S ITYP.) 3 OR a HEAOERI lL -- O � EMBED(3192ps1 MIN CONC) 72 16.0"16.0"10.0" 9.5" 16.0"12.5"15.5"16.0" 6.5" 6,0" 9.5" 9.0" 9.0" 8.0" 4. 5.0" 6.0" 1 x S INSIDE � .i BOT.FLANGE gNCH�R(SEE SPACING eeN ,- 110 14.5'14.5' 6.0" 5.511 8.5" B.5" 9.0" 7.Yj 4.0" 4.S' 6.0" 7.5" 6.0" 5.0" .n STAT � m _ - SECTION X) . EOF 200 7.5" 6.0" �p 5.0" 7.5" 6.0" 5.0" 7.5" 6.0" 5.0" s N M w SIDE CLOSEST TO OPENIN S '••.ORIDA MILLENIUM MILLFAST 4B 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"11.0"10.5"16.0"14.0"14.5'14.5" 6.5" 6_0" 9.0" 9_5" s� Ts- MINIONCRET�BED(3275ps1 72 16.0"16.0"10.5" 9.5" 16.0"13.5"14.5"14.5' 6.5" 6.0" 9.0" 9.5" 8.5" 9.0" 4.0° 40" 4.5" 6.5" NOTE: "S"INDICATES ANCHOR SCHEDULE SPACING. '/ LIE�IG\ Zw °lu _ 110 13.0"13.0" 6.0" 5.5" 8.0" 9.0" 8.0" 7.0^ 4.0" 4.5" 6.0" 6.V 5.5" s.s" SPACING DIAGRAM FOR C1 CONNECTION TYPE: (�a �¢�` L9t `20 6_..5" 5.5" 5.5" 6.S' S.5" 5.5" .5" 5.5" C1 CONNECTION TYPE USING PIECE Q OR QQ iz� 'a� 1/4'ELCO CRETEFLEX SS4 48 16_0' lb_0=16.0"16.0"16.0"16.0"16.0"16.0"16.0"15.0"16.0" .0"16.0"16.0"10.0" 8.5" 12.5"14_0" Z w W/2'EMBED(3350psi MIN 62 16_0"16.0"16.0"16.0" 6:9' 6.Q .0" 6.0"12 ,5 .0"16.0"14.5"13.5" 7.0" 6.5" 8.0" 11.0" W O"9,j WS Oi CONC) 72 16_0"16.0"15.5"14.5'16.0"16.0"16.0"16.0"10.0" 8.5" 32.5"14.0"12.0"10.5' fi.0" 5.0" 6.5' 9.5' Cg D 13 7 / 8 COMBINATION E+� 3z 130 16.0"16.0" 9.0" 8.0" 11.5'13.0"12.0"10.0" 6.0" 5.0" 6.0" 9.0" 10.0" 8.0" 5.0" 4.D" 5.0" 8.0" N 0•a'sw • 200 10.D" 8.0" 5.0" 4.0" 5.0" 8.0" 10.0' 8.0" 5.0" 4.0"I S. 8.0" 10.0" 8.0"15.0" 4.0" 5.0" B.0" 2 x S ITYP 1 11 / 1 COMBINATION O W 1"MIN EDGE DISTANCE COMBINATION w 1/4'ITW TAPCON OR ELCO Cl C2 C3 C4 CS C6 Ci C2 C3 C4 I CS C6 C1 C2 tl I C4 CS C6 O ULTRACON WITH 1-3/4' 40 36.0"16.0" 7.5" 7.5" 16.0" 7.5" 16.0"116.0" 5.0" 4.5" 16.0" 5.5" 15.0"15.5' 9.5" EMBED(3192ps1 MIN CONC) 62 16.0"16.0" 5.5" S. 16.0" 6.0" 16.0"16.0" 12_5" 4.0" 10_5" 9.5" 6.0" .+ BED(3192ps1 MIN CONC) 72 16.0"16.0" 4.5" 4.5' 16.0" S.0" 15.0"15.5'• 9.5" 9.0" 7.5" 4.5" - 110 O.14.0" B.5" 8.5" 7.5" 4.511 7.0" 6.0" 1 x S ITYP 1 2 x S ITYP 1 m 200 7.0" 6.01' 7.0" 6.0" 7.0" 6.0" '2' 1/4'MILLENIUM MILLFAST 4B 16.0"16.0"13.0"13.0"16.0"13.5"16.0"16.0" 8.0" 7.S' 16.0"1 9.5" 11.5"111.5' 4.5"1 4.0" 7.0" 6.5" NOTE: "S"INDICATES ANCHOR SCHEDULE SPACING. U),g E Lu WITH 1-3/4'EMBED(3275psi 62 16.0"16.0" 9.0" 8.5" 16.0"10.5"14.0"15.0" s.s" s.ol' 9.5" 7.5" 8.01' 7.5" 4.5" s_o" SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE: 4$ MIN CONCRETE) 72 16.0"16.0" 7.5" 7.0" 16.0" 9.5" 11.5"11.5" 4.5" 4.0" 7.0" 6.5" 6.5" 5.5" C3 CONNECTION TYPE USING PIECE QO WITH OUTSIDE Fa E 110 10.5'10.5" 4.5" 4.0" 6.0" 6.0" 6.S' S.5" 4.0" 5.5" 4.5" ANCHORS ONLY U) r.r 200 5.5" 4.5" 5.5" 4.5" 5.5" 4.S' - C4 CONNECTION TYPE USING PIECE OR © WITH GRP O m 1-1/4'MIN EDGE DISTANCE OUTSIDE ANCHORS ONLY O� C z 1/4'ALL-POINTS SOLID-SET O Z u ANCHOR W/7/B"EMBED& Cl C2 tl C4 CS C6 OQC-2tl C4 CS C6 Cl C2 C3436CS" C6 ANCHOR NOTES-1/4-20 5S MACHINE SCREW 48 16.0"16.0" 9.5" 9.5" 16.0"10.0" 6.0" 5.5" 16.0" 7.0" lo,S'11.0" 3.5" 4.5"(3000ps1 MIN CONC) 62 16.0"16.0" 7.0" 6.5" 16.0" 8.0" 4.5" 4.0" 9.0" S.S' 7.5" 7.0" 3.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING72 16.0"16.0" 5.5" 5.5" 16.0" 7.0" 3.5" 3.5" 6.5" 4.S' 6.0" 5.5" 3.0' ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1 OR 3 AS APPLICABLE(P9 1).110 10.0"10.0" 3.5" 3.0" 6.0" 4.5" 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, o g ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR a g 1/4'ALL-POINTS SOLID-SET 3"MIN EDGE DISTANCE EpUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER $ ANCHOR W/7/8'EMBED& Cl C2 C3 CA CS C6 Cl C2 C3 C4 I C5 C6 CI C2 C3 C6 THAN OR EQUAL TO SHUTTER SPAN. .1s 1/4-20 5S MACHINE SCREW 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"14.0"13.0'•16.0"16.0"16.0"16.0" 8.5' 7.5" 11.0"12.0" r (3000ps1 MIN CONC) 62 16.0"16.0"16.0"15.0"36.0"16.0"16.0"16.0"10_0" 9.0" 15.0"13.5'12.5"11.5' 6.0" 5.5" 7.0" 9.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 72 16.0"36,0"13.0"12.0"16.0"16.0"16.0"16_0" 8.5" 7.5" 11.0"12.0"10.5" 9.0" 5.0" 4.5" 5.5' 8.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE •�..® 110 16.0"116.0" B.D" 7.0" 10.0"11.0"10.5" 9.0" 5.0" 4.5" 5.5" 8.0" B.5" 7.0" 4.0" 3.5" 4.5" 65" BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER yg� 200 B.5" 7.0" 4.0" 3.5" 4.5" 6.5' B.5" 7.0" 4.0" 3.5" 4.5" 6.5" 8.5" 7.0" 4.0" 3.5' 4.5' 6.5" ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE 5 1/4'POWERS SS DROP-IN 2-5/8"MIN EDGE DISTANCE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF W/1/4-20 SS BOLT AND CS C2 C3 C4 CS C6 CI C2 C3 C4 CS C6 C1 C2 I C3 C4 CS C6 S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE i 1'EMBED(3000ps1 MIN 48 16.0"16.0"16.0"16.0"16.0"16.0"16A"16.0"10.0" 9.5" 16.0"13.0'12.0"12.5"1 6.0" 5.5" 7.5" 9.0" ONLY. CONC) 62 16.0"16.0"12.0"11.0"16.0"14.5'15.0"16.0" 7.5" 6.5" 10.0"10.5" 8.5" 8.0" 7,0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED °6a 72 16.0"16.0` 9.5"19.0" 16.0"112.Y'112.0"12.5" 6.0" 5.5" 7.5" 9.0" 7.0" 6.0'1 6.011 1N ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT •H� 110 11.0"11.0" 5.5" 5.0" 6.5" 8.5" 7.0" 6.0"mim 6.0" 5.5" 5.0" LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER 200 5.5" 5.0 5.5" 5.0" 5.5" 5.0'• FINISHES, t� 1/4'POWERS 5S DROP-1N 3-1/2'MIN EDGE DISTANCE 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS Sig o W/3/4.20 5S BOLT AND CS C2 C3 C4 CS C6 C1 C2 C3 C4 I CS C6 C1 I C2 1 C3 C4 I CS C6 VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQQUATE WOOD FRAMING (g 1'EMBED(3000ps1 MIN 48 16.0"I6.o"16.0"16.0"16.0"16.0"16.0"16.0"11.0"10.0"16.0"14.0"13.0"113.0" 6.5" 5.511 1 8.0" 9.5" MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR [ SIDE CLOSURE PIECES. a 6 CONC) 62 16.0"16.0"13A"12.0"16.0"15.5'16.0"16.0" 8_0" 7.0" 30.5'11_0" 9.0" 8.0" 5.0" 5.0" 7_5" 7 j s q�� 72 16.0"16.0"10.5' 9.5",116.0"13.5"13_0"13_0" 6.5" 5.5" 8.0" 9.5" 7.5" 6.5" 6.5" B. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER 110 12.0"11.5" 6.0" 5.5" 7.0" 9.0" 7.5' 6.5" 6.5" 6.0" 5.0" 5.5" SHALL BE LOCATED IN CENTER OF NOMINAL 2'x 4' MIN. WOOD STUD.3/4' It( )200 6.0" 5.0" 5.5" 6.0" 5.0" 5.5 6.0 5.0 55" EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD.2"MIN EDGE DISTANCE 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OF THREADS IN 512 SMS W/2'EYEWALL CI C2 tl C4 CS C6 CI C2 tl G I C5 I C6 CL C2 tl I C4 I CS C6 BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER tXPMI]RFIIVKL03NVW PE ARMOR INSERT W/2'EMBED 48 16.0"16.0"13.0"13.0"16.0"13.5"16.0"16.0" 8.0" 7.5"116.0-19.5" 14.5'•15.0" 5.0" 4.5" 9.0" 6.5" HEAD(SIDEWALK BOLT),U.O.N. (2000ps1 MIN CONC) 62 16.0"16.0" 8.0" 7_5"9.5" 99^0" 16_0"10.5"16.0"16.0" 6.0" S.5"112.5" 7.5" 10.5" 9.5" 3.5"" 3.5" 5.5" 5_0" 72 16.0" 15-2338 y 16.0" 16.0" 9.5" 14.5'15.0" 5_0" 4.5" 9.0" 6.5" 8.5" 7.5" 3.0 4`5" 4.S' ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. xuer 4p I 110 13_6'13.5' 4.5" 4.0" 8.0" 6.0" 8.5" 7.0" 3.0" 4.5' 4.0" 7.0" 5.5" 3.5" 3.5" • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, PAG/DFSCRZPTIONI EE 200 7,0" 5.5" 3.5" 3.5" 7.0" 55" 3.5" 3.5" 7.0" 5.5" 3.5' 3.5" NUT OR WASHER WINGNUT. St 512 SMS W/2.75'EYEWALL 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"11.5"11.0"16.0"14.0"16.0"16.0" 7.0" 6,5" 11.5'• 9.5" 10. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED 1N ANCHOR SCHEDULE. ARMOR INSERT W/2.5' 62 16.0"16.0"13.5"13.0"16.0"15.5"16.0"16.0" 8.5" 8.0" 16.0"11.0"33.5'112.0"15.5" 4.5" 7.5' 7.5" 93 EMBED(2000ps1 MIN CONC) 72 16.0"16_0"11.0"10.5'16.0'13.5"16.0"16.0" 7.0" 6.5" 11.5" 9.5" IIA" 9.5" 4.5" 4.0" 6.0" 6.0" 11. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO �7 O 110 16_0"16.0" 6.5" 6_0" 10.5" 9.0" 11.0" 9.5" 4.5" 4.0" S.S' 6.0" 9.0" 7.5"13.5"' 3.0" 4.5" 5.0" DRILL INTO HOLLOW BLOCK NOR SH06LD IMPACT DRILLS BE USED TO INSTALL T�ul CONCRETE SCREWS TO HOLLOW BLOCK 17-17- 200 9.0" 7.5" 3.5" 3.0" 4.5' S.0" 9.0" 7.5" 3.4' 3.0" 4.5" 5.0" 9.0"17.5"1 �r•�.:...., Spans Up To 131-0"• Cl I .. 3-1/8-MIN EDGE DMANCE �.•t,._ 1 ®® ¢� •�®', ®ate®� � • � ' ®�®¢� •��'' �� � � m�������®® ��via euv _ MR EL"Ram MEM Em ¢gym ®¢� ® � m Em mom Elm ■®gym®©0©m0000©m m�©�®D�m�©0©� mmllmomm UA KEW ----.%///�®' ' ' / ///.�lh71�%/////// ' FZl'JI�f�71tL•3.71f%�� ®' ®��// CONN 7YPE CONN TYPE C4 CS j�SE `1111 ll 1111 iP�FtI�S�E9HNARDD/f�E�f:. NO PE0046549 •;O - ANCHOR SCHEDULE: WOOD (G=0.55) '� ' 6TATEOF ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK (CONT.) %� '•F<ORIOP,• ` j5j8- 3/4"MIN EDGE DISTANCE �� 111 f'J .� 2"MIN EDGE DISTANCE G Spans Up To 6'-0" Spans Up To 8'-8" Sans 1 Eta G Soans Up To 6'-0" Spans Up To 8'-8" Spans Up To 13'•0" O LOAD 1111 W o •Z fn (FsTI CONN TYPE CONN TYPE CONN N Z ��U 0 LOAD CONN TYPE CONN TYPE CONN TYPE =1 ANCHOR Cl Q Q C4 CS Cl Q tl C4 CS Cl Q tl C4 CS F a ¢ G LL =N ANCHOR lPs� Cl I C2 I C3 I C4 I CS Cl I Q I C3 I CA I CS CI I C2 I tl I C4 CS 1/4-LAG SCREW WITH 1-3/4 48 16.0"16.0"S1.S'11.5"16.0"16.0"16.0" 7.5' 7.0" 16.0"16.0"16.0" 4.5' 4.5" 15.0" OL p1 x o 1/4-POWERS TAPPER+W/ 48 15.5"115.5"16.5" 6.5" 15.5"10.5"110.5"14.0" 4.0" 10.5' 6.0" 6.0" MIN THREAD PENETRATION 62 16.0"16.0" 8.5" 8.5" 16.0"16.0"16.0" 5.5" 5.5" 16.0"16.0"15.5' 3.S' 3.5" 9.5" ly 1.1/4"EMBED 62 120;-112.01,14.5. "14.5" 12.0" 7.5" 8.0" 5.0" 4.5" 4.0" W w 0,49 1 G� 72 16.0"16.0" 7.0" 7.0" 16.0"16.0"16.0" 4.5' 4.5" 15.0"14.0"12.5' 3.0" 3.0" 7.5" O'i W^D„Z, 724.0" 9.0" 6.0" 6.0" �3111T1t19 110 16.0"16.0" 4.5" 4.0" 13_5'14_0"12_0" 3.0" 2.5" 7_5' 11_5' 9.S" 2_5" 2.0" 6.0" Nr, x x 110 5.5" 5.5" C s W 200 11.5" 9.5" 2.S" 2.0" 6.0" 11.5" 9.5" 2.5" 2.0" 3." 11.5' 9.5" 2.5" 2.0" 6.0" ui 200 vii 7/16'WOOD BUSHING WITH 48 16.0"16.0" 9.5' 9.S' 16.0"13.0"13.0" S.S' 5.0" 13.0" 7.5" 7.5" 3.5" 3.0" 4.5" m 312 SMS W/2-EYEWALL 48 16.0"16.0" B.5" 8.5" 16.0"13.0"13.0" 5.0" 5.0" 12.5" 7.5" 7.5" 3.0" 3.0" 4.5" d 1.13"MIN EMBED&1/4-20 62 14.5'14.5" 6.S' 6.0" 14.5' 9.5" 10.0" 4.0" 3.5" 6.5' S.S' 5.0" 2.5" 2.0" -i-.o- AR O MOR INSERT W/1-1/4' 62 19.5"14.5" 6.0" 6.0" 14.5" 9.S' 10.0" 4.0" 3.5" 6.0" 5.0" 4.5" 3.0" o SS MACHINE SCREW 72 12.5"12.5' 5.5" 5.0" 11.0" 7.5" 7.5" 3.5' 3.0" 4.5" 4.5" 3.5' 2.0" 2A" EMBED-�_ Q Q 72 12.5'12.5" 5.0" 4.5" 11.0" 7.5" 7.5" 3.0" 3.0" 4.5" 4.5" 3.5' .. o v v __ o �Lmmn 110 7.0" 7.0" 3.0" 2.5" 4.0" 4.0" 3.5' 2.0" 2.0" 3.5' 3.0" 3_5" 3.0" Oo 200 3.5" 3.0" 3.5" 3.0" 3.5" 3.0" 200 3.5" 3.0" 3.5' 3.0" 3.5" 3.0" 3 *14�SMS,i14 WOOD SCR 48 16_0"16.0"13_0"13.0"16.0"16_0"16.0" 8.5" B_0" 16.0"16.0"16.0" 5.0" 5.0" 12.0" rrl WITH 1-3 4WMIN THREAD 62 16.0"16.0" 9.5" 9.5" 16.0"16.0"16.0" 6.0" 6.0" 16.0"13.5'12.5" 4.0" 3.5" 7.5" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK PENETRATION 72 16.0"16.0" 8.0" 7.s' 16.0"16.0"16.0" S.o^ s.D" Izo"11.s"10.0" 3.5' 3.0" 6.0" '4] 'Q» 110 16.0"16.0" 5.0" 4.5" 10.5'11.0" 9.5" 3.0" 3.0" 6.0" 9.0" 7.5" 2.5" 2.5" 4.5" 4"MIN EDGE DISTANCE 200 9.0" 7.S' 2.5" 2.5" 4.5" 9.0" 7.5' 2.5" 2.5" 4.5" 9.0" 7.5" 2.5" 2.5" 4.5" C Spans Up To 6'-0" Spans Up To 8'-8" Spans Up To 13'-0" rn o ANCHOR � � CONN TYPE CONN TYPE CONNIVEgn o m c1 Q I tl cl C6 cl I c2 c3 c4 I cs Cl Cx C3 C4 C5 ANCHOR SCHEDULE: WOOD (G=0.42) c�z 22 5/16'ITW TAPCON XL W/ 48 16.0"16.0"16.0"116.0"16.0"16.0'-116.0"16.0"16.0"126.0"16.0"16.0-1110.51119.5' 15.5' O Zm m 43 2-1/4"MIN.EMBED 62 16.0"16.0"16.0"16.0"16.0"16.0"16.0"12.5'11.5'16.0"16.0"16.01, 8.0" 7.0" 10.0" 3/4"MIN EDGE DISTANCE v uj 72 16.0"16.0"16.0"15.5'16.0"36.0"16.0"10.5' 9.5' 15.S'14.5'12.5' 6.S' S.5" 8.0" G Spans Up 70 6'-0" Spans Up To 8'-B" Spans Up To 13'•0" m S ap q. 110 16.0"16.0"10.0" 9A" 14.0"14.5"12.5' 6.5' 5.5" 7.5" 12.0"10.0" 5,5" 4.5" 6.0" G LOAD CONN TYPE CONN TYPE CONN TYPE �'' E �n K O 5Y5� 200 12.0"10.0" 5.5" 4.5" 6.0" 12.0"10.0" 5.5"14.5" 6.0" 12.0"10.0" 5.5" 4.5" 6.0" _ ANCHOR (f) Cl C2 tl C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS W o 5/16'ELCO ULTRACON W/ 48 16.0"16.0"13.5'13.5"16.0"16.0"16.0" 8.0" 7.5" 16.0" 9.5" 9.5" 6.0" 1/4"LAG SCREW WITH 1-3/4 48 16.0"16.0" 9.0" 9.0" 16.0"16.0"16.0" 6.0" 5.5" 16.0"16.0"16.0" 3.5" 3.5" 10.0" ?E a 3 m 2-1/4"MIN.EMBED 62 16.0"1fi.0" 9.5" 8.5" 16.0"12.0"12.5" 5.5" 5.0" 8.0" 6.5" 6.0" MIN THREAD PENETRATION 62 16.0"16.0" 6.5" 6.5" 16.0"16.0"16.0" 4.5" 4_0" 13.5'11_S'10.5" 2.5" 2.5" 6.0" a g S 5 72 16.0"16.0" 7.5" 7.0" 14.0" 9.5" 9.5" 6.0" 5.5" N 72 16_0"16.0" S.5" 5.5" 16.0"16.0"16.0" 3.5" 3.5' 10.0" 9.5" 8.0" 2.5' 2.0" 5.0" w R Z 110 8.5 8.5 5.0" 5.5"17 / o 110 15_0"14_5' 3_5' 3.0" 9.0" 9.0" 8.0" 2.0" 2.0" 5.0" 7.5" 6.0" 2.0" 4.0" •� W u 200 .Oa. 200 7_s' 6.0" 2.0" %// 4-0^ 7-s" 6_u" z.o., /// 4_u" 7.s' 6.0" 2.a' 4.0" Q 2"MIN EDGE DISTANCE 6 t14 SMS,i14 WOOD SCREW 48 16.0"16.0" 9.5" 9.5" 16.0"16.0"16.0" 6.0" 5.5" 16.0"11.0"11.5' 3.5" 3.5" 7.0" Cl Q tl C4 I CS Cl I Q 1 C3 C4 CS Cl C2 I tl C4 CS p OWM4-POWERS TAPPER+ 62 16.0"16.0" 7.0" 6.5" 16.0"14.0"35.0" 4.5' 4.0" 9.5' 8.0" 7.0" 2.5" 2.5" 4.S' o WITH 1-3/4-MIN THREAD W 12 SMS W/2'EYE WALL 48 36.0"16.0"10.5"10.5'116.0"16,0"16.0" 6,5" 6.5 16.0"12.5'12.5' 4.0" 3.5" 7.5" 3 PENETRATION 72 16.0"16.0" 5.5" 5.5" 16.0"11.0"11.5' 3.5' 3.5' 7.0" 6.5" 5.5- 2.0" 2.0"T.S. ARMOR INSERT W/2'EMBED 62 16.0"16.0" 7.5" 7.S'136.0"15.5"116.0" 5.0" 4.5" 10.5" 9.0" 8.0" 3.0" 5.0" 110 10.5'l0V 3.5" 3.0" 6.0" 6.5" 5.5" 2.0" 2.0" 3.5" 5.0" 4.5" 2.0" 2.s" 72 16.0"16.0" 6.5" 6.0" 16.0"12.5"12.5" 4.0" 3.5" 7.5" 7.0" 6.5" 4.0" 200 5.0" 4.5" 2.0" 2.5" 5.0" 4.5" 2.0" LS" 5.0" 4.5" 2.0" 2.5" 110 31.5" 7.0" 3.S' 6.0" 5.0" 3.0" D .200 6.0" 5.0" 3.D" 6.0" 5.0" 3.0" 6,0" 5.0" 3.0" .� q 3I ANCHOR NOTES:SEE SHEET i 10 FOR ANCHOR NOTES. 15-2338 • crAM PAOE DFBCtIPRONi 13 I ROUND WINDOW ��� � BE(�/ � `PMNKt-58EgNNMDO',P.E.,, F ,...ik ASSEMBLY EDGE OF ACCORDION 12'MIN FROM U�'• No PE004654 SHUTTER BLADES EDGE OF SHUTTER, EDGE OF ACCORDION TOP OR BOTTOM SHUTTER BLADES - 0.125""f 4 - �—•x}0.032• 0.032'-�F 0.125" �••.. I` tl STATE OF O a _ sdo �i�'O�•'•.FlO..... '• i wpm s f 0.196' .`` plE 'SS• ... .• ;,W . 3.5'MIN I Z� �u�U00 d „0 0 2.875'0 HOLE TO RECEIVE ROUND QQQ i w~ WINDOW ASSEMBLY TYPICAL ZX OEM 6 iiLLLLWlI!! J [3 0 02.875•` 4r-0.188, 2.875.0 HOLE(TO RECEIVE W ~w G 03.250• ROUND WINDOW ASSEMBLY) y ce s = ' MAXIMUM OF 3 WINDOWS w x w LIGHT-N-VIEW WINDOW PER EVERY OTHER BLADE oo W A N.T.S. SABIC PLASTICS SLX143IT-UL-94HB Z ROUND WINDOW �z1 LIGHT-N-VIEW WINDOW ASSEMBLY 13 N.T.S. EXTERIOR ELEV n � m C 12"MIN FROM tib _ EDGE OF SHUTTER, EDGE OF ACCORDION y O m TOP OR BOTTOM r SHUTTER B Z..n pp m RECTANGULAR ty f WINDOW ASSEMBLY 1 BLADE W1 ROUND WINDOWrro�- GE F UTTERBLLADESION. 19 f-2.210'--t a SH 'c of p N.T.S. EXTERIOR ELEV •1 E D 0 0 03 �— 0,145' 1.210' 0.145' S 3.5'MIN O e R TYPICAL }�� o 1.500•x 6.000•1IDLE(TO RECNGULAR EIVE WINDOW ASSEMBLY) GTS 1.500•x 6.000'HOLE(TO RECEIVE N .161" MAXIMM OF 3 WINDOWS ' RECTANGULAR WINDOW ASSEMBLY) PER EVERY OTHER BLADE IX 093 •020' s RECTANGULAR WINDOW a �� D o 0 p o 13 N.T.S. EXTERIOR ELEV DIA. 0.500• O.SOO' c n c i d [q (INTJ tl 3.5'MIN. RECTANGULAR WINDOW A N (EXT.) RECTANGULAR WINDOW NOTES: TYPICAL LE p ASSEMBLY 145' 1. THE RECTANGULAR WINDOW SHOWN IN i ; ' 5/13 IS MADE FROM GE XLIO LEXAN WITH p0355' 0.075'MINIMUM THICKNESS.i 2. FRAME FOR RECTANGULAR WINDOW MAY0.145' i BE NYLON 6 OR POLYCARBONATE WITH A� MINIMUM THICKNESS OF 0.161'.ATTACH mvf�2ffFRMKL9DK=PeO 1.056' }-0.177' .355' TO BLADE WITH(6)a4 SS SCREWS OR15-2338 BOLTS WITH NUTS. A SECTION A-A �m t•ADF DPSOtIPROMI 4 BLADE W RE( WINDOW 5 RECTANGULAR WINDOW 13 N.T.S. EXTERIOR ELEv 13 N.T.S. EXTERIOR ELEV a3 i