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HomeMy WebLinkAboutProduct Approval BCIS Home Log In User Registration I Hot Topics Submit Surcharge Stats&Facts Publications Contact Us = SCIS Site Map Links Search Florida ogtProduct Approval is^; (16 �'a USER:Public User l5 �. i 9yN.lda.,, :Tasm:CCat�m Product Aooroval Menu>Product or Aooliration Search>Aoolication List>Application Detail a> • FL# FL13757-R6 .a Application Type Revision Code Version 2017 Application Status Approved RECEIVED Comments Archived ❑ AUG 12 70 Product Manufacturer Town and Country Industries, Permitting Department St. Lucie County 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/Email 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. 2 the Evaluation Report , Florida License PE-0046549 �$ Quality Assurance Entity National Accreditation and Management Institut "' ® Quality Assurance Contract Expiration Date 12/31/2020 Validated By ORLANDO L.BLANCO,P.E. 0 Validation Checklist-Ha1 `&eEe5d1� ®� Certificate of Independence FLi 757 R6 COT FL13757 R6 COT Inde ®�s` �OCG 7 R ` �aJ 10 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 FILE COPY Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Eauiv Eauivl.Ddf FL13757 R6 Eauiv Eauiv2.Ddf FL13757 R6 Eauiv Eauiv3.Ddf 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 Dwal.odf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo,P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes i Design Pressure:N/A Evaluation Reports Other:See installation drawings for allowable FL13757 R6 AE Evalixdf span/pressure 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 IT Dwa2.Ddf 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 FL13757 R6 AE Eya12.Ddf span/pressure 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 II Dw(13.r)df 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 Eva13.odf anchorage,etc. Created by Independent Third Party:Yes 0 0 Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an WEED employer.Copyright 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 mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: N:haci Credit Card Safe I I� 6.8 ACCORDION SHU17ER FRANKLOENNARDO, I �,,11t FOR USE WITHIN AND OUTSIDE THE HV ? j ���:• UCENS �� TABLE 1 TABLE 2 TABLE 4 7E ND PE00465 :O ALLOWABLE-SPAN MINIMUM SEPARATION FROM GLASS TABLE 3 ALLOWABLE SPAN SCHEDULE =-D x - FOR USE WITHIN THE HVHZ FOR USE WITHIN THE HVHZ ALLOWABLE SPAN ASTM ESSENTIAL FACILITIES ONLY =%D Cop HVHZ HVHZ MINIMUM SEPARATION SCHEDULE �O Sr '~•T = POSITIVE POSITIVE WIND F1VL2 MINIMUM SEPARATION % 'ITE W t1 B t FROM GLASS NON•HVHZ ,:. OF po DESIGN WIND LOUD LOAD WITH NEGATIVE POSITIVE FROM GLASS '•.(O Y1,f„m �Un WITH CEMII7AIA WIND LOAD DESIGN SHUTTER INSTAU.ATKINS INSTALLATIONS DE LGN SHUTTER s� .... O�LLWIND vi ALL PRESSURE SPAN S3aABOVE >30'A80VE DESIGN POSITIVEAND PRE URE SPAN INSTALLATIONS INSTALLATIONS /I�A/ N LOAD(PSE) UNIOTE OR(D 6 31 MOUNTING (PSF) GRADE GRADE WIND NEGATIVEWIND 530'ABOVE >30'ASOVE I/IIIA II -14' LL 1 W mW au: f I. !i O O CONDITIONS" LOAD ALL �, ( FI GRADE GRADE f] OR@ S O (IN.) (IN.) LOO(PSFAD MOUNTING \ (IN.) (IN.) lw 1w, 28.3 158• 5.r 3.5• CONDITIONS'• S3clo «w Q a Y I 25. 154'23.9 166, I 156 158• 1.1' 50.0 156' 99' 3.1' to W 111 o a�J 30.0 141' 150• 158• 30 or a0• 15• 55.0 155• 120• 3.1' 1.9' W ®� 120• ao• 1.9 3 yppp 35.0 14r 150• 158• 60.0 148' 158• 5.8• 3.S N K t 40.0 ' 137• 145• 158• 158• 5.r 3S' 65.0 143' 60• 3.1• 1.1• t� W 45.0 1 133' 141' - 158• Nil- a0' 1.1• 70.0 137' p m 50.0 129• I 13T 156• a0' 1.8' .0 133• 40 108• 3.1• 1.8•55.0 .120' 134• 155• 40 B0. 128• 120- 3.1• 2260.0 124' 131' 148• a0• 2r 85.0 13r 5.8• I4.3'65.0 121• 129• 1 14W S.r z8• 90.0 121• 158• 5.8'70.0 119• 126' 137' 5.r 35• 95.0 1 118' 60• 3.1• 75.0q nr tea iia' ro' ao• 1.1* 100.0 tis, or ar 1.r -- 1 0 115• 12r 128• es ao• t r 105.0 11r toe• 3.r zw Y 5a 108• a0• 20' 85.0 113• 1201 125• 110.0 110• 12O• 3.1' 2S JJ BOA 11r 118• 121• 1p' a0• 2•+`• 115.0 10r 13r 5.8• H 95. 110• 11r 116• 137' 5.7• 35' 120.0 105' ,158• 1 5.8• 5.2" mI 100.0 109' 115• 11S 80' 10' 12' 125.0 103• 80• 3 1.11 =�.6 a5 to 105,0 10r 11r 112" 60 or 10. 1.' 130.0 101' Sr 3.1• 1.8• Ga 4 110.0 106• 110• 110• 168• 3.0' 2r 135.0 ST 60 106' a1• 2T O?m•n. ' yI 115.0 105• 10r 107" 1 131' 1 5.71 35• 140.0 95' 120• 3.1' 27' c«cllli i 120.0 t04• 105• 1 i0s, 60• ao' 12• 145.0 er 1 $ ' 125.0 103' 84*84• a0' 15• 150.0 89• 60• a1' t.t• I w 730.0 101• 99' a0' 20' 155.0 88' 84• 3.1• 15• r•� 3 p 135.0 99' 120' 5.7135• 180.0 83' 70 99• 3.1' 140.0 95• 60• 3.0' 12• 165.0 81' 120• 3.1• 3,04 a v 145. I gr 80 84' 3A' Lr 170.0 78' 13r 5.8• 4.5* y 150.0 89• 08' 1 3.0' 2.3• 175.0 78• 6w 12" 155.0 88' 1181 I 35• 3S' 180.0 7d' 8a' 3.1' 1.6• d ^ 160. M. 60' 1 3.0• 1.3• 185.0 7r 90 gg• 31• 22' 185.0 81• 84' 3A' 19• 190.0 70' 110 120• ar 3.6' 170.0 78' 99' 3.0' 2.w 195.0 68• 175.0 7B' 110' 3.3• 3.3' 200.0 66• 121' S.6• 3.r lz 180.0 - 74• 60• I a0' 1.3• .. 84' I at• 1.8' II 185.0 7r 120 84• a0' i,g• FOR BUILDOUT MOUNT MAXIMUM 110 IG• at• 25' 1 SPANS AND PRESSURES,SEE 5 1t' g 195.0 �, 105• 3.t• 3.1• TABLE C ON SHEET 6/13 110' 3.3• 3.3• so ar a 200,0 I gg. ••FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSORS,SEE Ia• 1 3.1• 1.8" a•I 8 p ;� i TABLE C ON SHEET 6/13 1201 99• 1 3.1• 28' UA 10r I al" 3.0' ��L� Y I� TABLE 1 AND 2 NOTES: SS 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARO TABLE 3 AND 4 NOTES: EE S I COUNTY FLORIDA, A 1. NON-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN p6 I� I�• 2. DESIGN PRESSURES SHOWN 1N'ACCORDION SHUTTER SPAN // TM MIAMI-DADE COUNTY AND BROWARD COUNTY FlARIDA. I SCHEDULE'ABOVE ARE RESPECTIVE ALLOWABLE DESIGN U 2. DESIGN PRESSURES SHOWN 1N"ACCORDION SHUTTER SPAN - •` PRESSURES AT EACH RESPECf1VE SHUTTER SPAN, �1 SCHEDULE'ABOVE ARE MAXIMUM ALLOWABLE DESIGN b 4 3. ,THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND (1 PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. €®p R e J OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE: `u( 3. NO SEPARATION FROM GLASS IS REQUIRED FOR tl d 4 IT 1S PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE ^ INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF WPIR[iRLF/N(LbIXWW PE BEAM WITH THE BACK OFTHE SLAT FACING OUTWARD.FOR , THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES. 15_2338 ITHIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSORS 4. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE �/` .r::? OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE:IT Ste' PRESSURES ARE AWAY FROM THE HOST STRUCTURE. HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM PAGE DuN esaPr7o � 6 ! I WITH THE BACK OF THE SLAT FACING OUTWARD, 3t i 4. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT - , S. LINEAR INTERPOLATION BETWEEN PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, SHUTTER SPANS INDICATEDEN THOSE NOT �I THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL H U RRI CAN E PROTECTI ON THE DESIGN PRESSUR SF OR THE NEXT HIGHER PAN SHALL BE a9 i BE USED. USED. i i I I /P�C90.16 9NNAR06r D.E. � '*:� hoPE004s qy � 8 2_ 7 0 STAT�� "o I ''F�oltDn,:.•'ZIP' Z wm 8s N � � GENE NOTES: t }t�\``� ZW hr Tu 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING VARIES - NO LIMIT CODE SIXTH EDITION(`2017}} FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE INTERNATIOIJAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE Z .f m 6z {{IRC}.THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN Ij mn s 51, 1 ASTM E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION III $.+w k 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE Z. ' I DETpERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE TOP TRACK o W d w RE UIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA BUIIt7ING CODE SHALL BE LESS THAN OR EpUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE p gg CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOW2/N. DEESIGN P PRESSURES NOTED HCTE EREIN ARE B SED qN MAXIMUM TESTED P203 RES URES DI1 IDED BY A 1.5 �� y SAFETY FACTOR. M 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND ', ZgNES IN ACCORDANCE WITH ASTM E1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL Z W PLAN n, CRIT S A IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION, H 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND ¢ VIEW w LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR DESIGN. >A 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE F� DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR Lj 0 °j WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONAIITYY FACTOR OF Kd-0.85 tW- SHALL BE USED. ~ �•c"O m I B. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC G�F W Lj SITE9. TESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL w z m O LY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAMEm ¢ ' PRODUCT APPROVAL,USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER ¢d }} 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. t 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE W E CpNTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR to a o (+ VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM e THE STRUCTURAL SUBSTRATES DETAILED HEREIN. iO 11. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SINED,DATED AND BOTTOM TRACK SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE 1 DEVIATIONAS A CONDITION TO THE BUILDING OFFICIAL GRAfT'TING HISJHER APPROVAL. 12. EACH SHQ*ER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM INFORMATION: TOWN&COUNTRY INDUSTRIES LOCKING MECHANISM SEE I FORT LAUDERDALE FL TYPICAL PLAN VIEWS _ l MISSILE LEVEL D-ASTM E1886,E1996&E330 TAS 201 202&243 FLORIDA PRODUCT APPROVAL NUMBER TYPICAL ACCORDION Q 6a I 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 -.22292 K, . SHUTTER ELEVATION I. i 14. AIIL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A 14 MINIMUM TENSILE STRENGTH OF 60 K-S.I.,U.O.N.POP RIVETS SHALL BE 1/4 ALUM. OR 3J16"415052 N.T.S.ALUM.ALLOY. $ 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR g BOX LOCK AT CENTER OR SIDE CLOSURE. e �n 16. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 17. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. gp 18. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". n¢ 19. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. IBM �R 20. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. ' 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE ABOVE-NOTED BUILDING CODE 15-2338 22. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING ii REVERSED.FOR EXAMPLE:IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE I SCALE, BACK OF THE SLAT FACING OUTWARD.FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN PAGE DESCRIPTIONS 11 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. M 23. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK °P1 11111)1111 FMNK L.EENNAPDO•P.Ea�,� , 111 / 2e74^ PROJECTION VARIES 3.610' 1.9941• �'. .,, I 115" 4.874' MAX. 1- c .068" 2 782" .068' 1.907' .997" 1.825" �• LIC 1.825" c .125" 1.825" 1,825" 1.706' 1.9 H�J f 111 m 100" 17.7 B" 100" a in1.76. r0681 143' I' II 00 143" 1.708" 143" 1. O CO046 ry 96' 100" 100•' m 143'�j`t' .195" .195" 100' -i 519 •: _ I 099' 195" 4 I i .195' 195" .143' c N t d2OIn ,(�'•. �lSTA7E ~ BRIN't .062' p • W.. ,. � 608 61.5101 7..63 .971'0 ^1.069 �Zow 062• 062• 095" 062' '-• A" 62: 200" 062" 630" 62:: 0•. h' 630'8 I 200' n 30 #8069' .6 2 .63 822•.062" .588• 632.7281.7M11111 11111 rn lW1Y.. �aQU Z 1. 69 .971 971 095-{ {-.095 u. �> �f,a 1.2 0 1. 0 1.250 1.200 .095 •971 .030 Z 0tm 0 �R. II 3.610 W 0ND u�W 5.745'•M X. 5.745"MAX. 4 LITE 2-LEG WALL 5 6 LITE HEADER/SILL9"'1 z,WALL BUILD OUT WALL HEAVY 2-LEG WALL HEAVY HEADER/SILL O a� =SCALE:HALF SIZ SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZEoW1°o '1 L + WHERE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONALON ALL EXTRUSIONS V �I 2.655' 2.655'• '• 1.825' 875' 2.195' 1.230' I 1.825" 2195" .510' u1 •�` w 75 Y F 5 588 7.583" c 2.655' 2.365• �� .600 .510" II 1 .510' .460' i n 1 ,tY..0f10 l9• •.OBS' _ N mt 'MI 106 L• n Mm i : In �.5 g Mi .400" N 1.1 o I I in .895' !^� a rti I .621' IL-• AI IF .105' m o .D II i in zm d<rit TY I .831' .105' ni TYP m AI rmi. -1060'o ri f t^,1 u�? 105" 1.230•' , tO S Of 1.069' i 621' .875" 3.635" FI..2.300" 4 510" 12.195• -# 4.510' I o �• j o V _ 250" I* } 4.510' a Q }� � SILL Og SILL ADAPTER ip EXTENDED SILL ADAPTOR 11 MID SILL 12 MID SILL ADAPTOR SCALE:HALF SIZE Og EXTENDED SILL SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE L - SCALE-HALF SIZE SCALE:HALF SIZE �J I 1994,. 1 4.603" 30.225 .143' 1.708143' � • 41401, .06 325" .. o 3.963• 043•' 258"aa Y97•• 150R ' .0310R .054" 0 2'• tD e �I 1.625•• 069" c '-4 1.570' 510 3.410' •y. r� .341' .133' 0.080' v -4 1 TYP, 6.8 SLAT/BLADE O 6.8 STARTER o B.OBO' 0.117 8 R 13 17 .682' ,630' .096 m 060' p Fl SCALE HALF SIZE SCALE:HALF SIZEo •y I .130' V63 PP. .0 2 M2.822'-S• 0.115' N I P .621• lion RADIUS CEILING HEADER/SILL % 0.096• �gb WALL SILL4,102" .3N SCALE:HALF SIZE .180' .080' SCALE.HALF SIZEa 227' .080'cu m • 0.080' MI OFtW(i118UNCLBBWIWPF! f osc d15-2338 SCAM •420' PACE DESCIUMONt I I' 14 CEILING HEADER/SILL 15 6.8 STACK/CONECTOR SLAT/BLADE SCALE:HALF SIZE �g WALL SILL CLIP SCALE.HALF SIZE SCALE:HALF SIZE , i It ;R PANIC L.BENNARDO,P.E. II 1950" `` 11,1111111111/ .3750 .0 Ea D4,6549 THUMB 010-24 ii 28; 10, cu SCREW 10 ASSEMBLY C? STAINLESS STEEL 3200 HOLE Ll- No PE0046549 Z 0 -DGE --_ ,Q. 0 * - ,, . NYLON 0 ,I ' .062' �.j 0.. WHEEL 1.1 4D." 401. 2 0 0 STATE OF VVV > In-8ii vi 10: MAX. TYP AT EVERY OTHER �+J WSJ Duro 20 RECESS SILL FOR USE WITH INSIDE JOINT AT TOP870" w rm uee AN GLE SCALE:HALF SIZE @ AND @ ONLY /1111111 1, . u CYL NDER-SOLID BRASS.NICKEL PLATED z j 0 ROLLER ASSEMBLY HOUSING-ZINC DICAST.POWDER COATED M �I>u u SCALE;HALF SIZE SLIDE ROD SCALE:HALF SIZE NOTE;MAY BE KEY OPERATED OUTSIDE OR THUMB G SCALE:HALF SIZE TURN OPERATED INSIDE. z ".250. W 23 BRASS PUSH LOCK u SCALE HALF SIZE NYLON WASHER a. OR ALUMINUM 0,w n W .357' a w IN LON BUSHING .276' 4.000SS• ' ID LU OPTIONAL) 14 2-3/4"410 HT S.S. W/ INSERTS SCREW 00.062' m In INTO TC ULTRACOTE COATING < wt i TRACK (TYP TOP&BOTTOM) 2.250* JJR5' c MI i. 7/16-0 x 112"@ INTERIOR JOINT TOP NYLON BUSHING W/WASHER: .154' .137' 7/16-0 x 1­P INTERIOR JOINT BOTTOM El THER CAN BE USED ON EXTERIOR BOX CENTER INSERT BBUSHING ASSEMBLY DETAIL SCALE:HALF SIZE RAINGLIARD DECORATIVE FLOOR TRACK 0- w SCALE;HALF SIZE Z-5 in U!t @ SCALE:HALF SIZE SCALE:HALF SIZE r .1.978' 2.125' .623' 1�7742' N44.4 ' x I .236' .286'.- 2 702** 2.642" 1.110, • 267' 1 2.465" 2.405" 443' a, 60 2.289­ 2.2161, K� 1 4,176 ER IS INTO NYLON K "54 .DO.. 1.04L fj-1�43' In M .090-, a, ;D. 2 405" ee, 110. r. co �6 CD in -f.284 ret 1.2001, a, cy nr 1 011 .2$0" a, 25( Lr? In 25' ro .496' ZD 1.1001, 11001, .239, C-3 B` N 347 51. 3.4431 • 3.476' .160' 12S"* .2 190'_j 125" LL-a"Ll .222,JL4 4 .136� •�.7- 29 ED rN2T' xI 2003 6.8 CENTER MATE LINIMATE LOCK MALE BOX C ER R FEMALE BOX CENTER OUTSIDE CENTER MATE INSIDE CENTER MATE SCALE:HALF SIZE SCALE:HALF SIZE &SCALE.HALF SIZE @ 0 (8 SCALE HALF SCALE-HALF SIZE SCALE.HALF SIZE Q 5, 1 .062' �S III 7/16"0 STAINLESS. STEEL NUT NOTE:ATTACHMENT SCREWS FOR 1 5.500' z 13/16' WIDE HEAD STYLE VARIES x END STRIPS SMALL BE N10 TORR 'A A OR PH:LUPS DRIVE SCREWS. THUMB SCREW v ue HAND-TIGHIENED ONLY SCALE:FULL SIZE .250' �'� 00 W iffiq In /4 2O.IOR 5416-180 a, C�T IN ESCREW STAINLESS ci M 5/16"0 IN STEEL Oa THREAD TYP. C0PaMllFRAWLBDKkRWPJU' 37 T-SCREW INSERT W 4.500 .6891 POWDER COATED,ZINCST 15-2338 DIE-CA SCALE,FULL SIZE INTERNAL cu SCA E1 SECTION A PAGE DES CRIPTION: DELTA MODEL 2022 SYSTEMS T-LOCK ADAPTER INDUSTRIAL 0(OPTIONAL) 7.000, t .254• 400 40b 40c� 35 BOX LOCK SCALE!HALF SIZE END STRIP 11" SCALE:HALF SIZE 2X7 ANGLE 2" & 3" EXT A nl SCALE-HALF SIZE SCALE! HALF SIZE t'%)IIIIIII,FRK" L % PED046 9 EXISTING GLASS7 DIST. FASTENER[a 18-O.C. EXISTING GLASS EDGE USE ANY Aj4CHOR SHOWN DIST �N ANCHOR SCHEDULE) r, N E0046541 EMBE t! SILL (INTERIOR) i ALT.DIR CTION OF ANGL LEG It I TATE OF at To EMBED. (INTERIOR) 0 (IN a t: • MI 0 062-THICK 6063-T6 :Tf, npa LL t�h A UM. M'N• "it Z MAX.(ANGLE LE. 3 4 z9a 29 11111111, uJ Dam He EDGI AY BE REVERSED) DIST, ANY 30 ASTENER P le"O.C.(USE 13 13 ANCHOR SHOWN IN ANCHOR 21 38 23 UR 13 SCHEDULE,T'MIN.EDGE DISTANCE) 8 13 13 13 TO & ww O(q --d Z 1/4-20 THUMBSCREW (E 11 LU 6.60-1 YP.) 29 412 x 1/2"GALVANIZED BOTTOM INTO CENTERMATES 1/3 1z gti; OR ms 3/16"0 ALUM -20 TO 2/3 SHUTTER 1/4-20.1 THUMBSCREW INTO POP S.S.�IVET b TTER SPAN RECEIVING HOLE RZ (EXTERIOR) R 1/4 SHALL BE 3/8" C)III THREADED HOLE LOCATED MACHINE BOLT&NUT WIDTH UP 'D LU 1/3 SPAN TO 2/ AN @ p Is-O.0 T I HEI MT. FROM Sp r TYPICAL PLAN MEW BOTTOM OF SHUTTER OR BLADES MULTIPLE SHUTTER ASSEMBLY SCALE;3" 1'-0" ON TWO THUMBSCREWS SCALES 3 1'-0" ON BLADES>8'-3",ON 1/3 SPAN LOCKING DETAILS FOR AND ONE AT 2/3 SPAN 0 TT CENTER MATES OF BLADE,TYPICAL.FOR LOCKINGSHOWN ON RANDOM USE(1)BRASS PUSH LOCK SHUTTERS,A BRASS P COCK 2 OR(1)5/16-18 THUMB WHEN BE WITH DETAILS In !;CREW THREADED MAY BE SUBSTITUTED SEE END STRIP SCHEDULE INSERT3*1 WT 1/3 SPAN CENTERMATE 029 AS SHOWN,RECEIVING 10 1 — FOR MAX SPAN WHEN 2T/03M OF FROM HOLE FOR THUMB SCREW MAY BE 7 6- .d OT F SHUTTER USING Loa,Cob OR 40c I-C,0 C, AL BE 30 TO <*�� ECEIVING HOLE SH 13 d /8-MAX WIDTH.UP 1*'HEIGHT. 30 4J It 2 END STRIP SCHEDULE I PSF I SPAN Itggg 0 USACRAPRPROPRIATE 11 810(2.7) ST TE STRIP To �40 PROMDE CLOSURE FOR k-4 8 BUILDING CONDITIONS. 13 62 96" 2-810(3 FASTEN STARTER 0 72 8v STRIP TO TRACK W/ H (9 -02 03' r I (INSIDE} 86. 2/fIlOxV SCREWS ) :!: i 1 3-810(4.r) trz AT CORNER R DETAIL IMAND-TIGHTEN ONLY), -6 --0—:jE ALTERNATE EN Q OL 45 93' A TRACK..or JZ 87' W/SCREW BOSSES. ANGLE — '3 7 7 -SILL 111 7W F- xO.125! 45 3r 52 129" EXISTING GLASS V) 57 :iE I I I Z ANGLE z 13 lag 30 Z�j USE(1)BRASS PUSH LOCK (INSIDE) USE(1)BRASS PUSH 73 109, OR"'5' 0 THREADED LOCK OR 11)5/16-18 -r— CREW 30 rX4* 45 145- 35" N FROM SPAN INTO INSERT AT1/3SPAN SILL EA E TH INSERT X0.125' AT 1/3 SPAN TO 2/ ANGLE 01� 1211' SHUTTER S FROM OTT (OUTSIDE) 125, 18 THUMB SHUTTER.REEEIVIN OF 121' HOLE SHALL ,3 8� WIDTH,A MAX '3 T T P FOR GREATER SPANS Olt LOADS S 30 THAN SHOWN IN END STTUP R TYPICAL OUTSIDE CORNER CLOSURE SCHEDULE,END STIUPSREQUIRE A Ci C) .090.CUP ANGLE 'v COP(MTRMLSUNIMEEl' Xl- MID SPAN 13 DETAILS WO/CORNER POST ANYAW ON THE 23 OR 1,DULE&#14.3/41TO 103 (OUTSIDE) NTS USING It SCHECHOR -23 ANCHO 15 38 i SCREW 4-20 DOLT TO END 31 j .II .SILLSCALE. S"Up. USE 1)BOXLOCKAT 1/3 !AG&PESMIPTION: SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE ASSEMBLY MULTIPLE SHUTTER ASS DETAILS WO/CORNER POST SCALE-3**-1*-0" NTS .1 Ij�I FRANK 4 6ENNARDti.P E.? -�' �1 PE0046549 ALUM. TUBE 11111)f 1 11/F 2 FASTENERS 6063-T6 ALLOY �„ -- C2 CONNECTION TYPE ���� �„ t -"' '+• 1 l EACH ANGLE SEE TABIFAA FOR SIZE. .� REFERENCE ANCHOR EXISTING �� �. / ' SCHEDULE FOR MAX STRUCTURE �,•'•I,IC•• `••' C3 SPACING '�` \ 1/A-20 MAQ IrJE O 1"x2"x1/B" / OR 2"x 2"A 1/8" R CONNECTION TYPE W'/NUT 0654 f REFERENCE ANCHOR (n,. ALUM.ANGLE ° SCHEDULE FOR MAX � I14 SMS u 6-D C. * "* y tg I SPACING t/ (TYP.TOP Ey 1}OTTOMI [': =pN I THREE 3/16'•0 0 �7 7 ' ALUM. I 1/ G STATE OF --Wt = POP RIVETS o 17 1r, I ALTERNATE THRU BOLT '��'''•fitORtOP.• M�1^ OR 3/16"0 ALUM POP ( Ct CONNECTION TYPE oa OR OJ t /O"••"� a:VI 4 THREE Nit SMS, 17 RIVET OR 7412 SMS (/ REFERENCE ANCHOR I ` - SCHEDULE FOR MAX, lllkkk��----- 8OR Vb' NAS• p [m 18"O.C.iTYP) . -T-' //llUI11111 _� �}yT•, 160 ' TABLE A(Do) �, SPACING FORT O O QQ g 1 PRESSURE VS ALLOWABLE LENGTH MAY USE MALE OR ( A i 1 a O Tc 9XC W;:16 tI t I, 24241//8' 34341/B• I i &FOR NYN2 13 r U'. Z oy m 51 PSF No 8J0 No 1V0 FEMALE LO I J 0.1 FOR MIN. 2:w u w w �~lu ®Y1 130` 188" 13 �_ /' GLASS SEPARATION Ut t'0. J by�"'"•,�t9 62 \ I OR DOOR TO GLASS %N�m UI 0: >z 124• 179• CC3 TYPICAL CORNER CLOSURE DETAILS -.\ � a=m 4 c� 82 119" 372 NT S •�-_ _ TABLE C: q(j 2 ,y O 192 114• 161 ALLOWABLE SPAN N •ii SCHEOULE FOR 4 ((}}���'��O 6 DR W S 102 110• 160 TABLE B(GE4) ALTERNATE THRU BOLT ounmOTHOUNT w r- •..-,too � 720 104• 147 CS CONNECTION TYPE (DETAIL F) t7 N i 354 97, y PAFSSLIRE VS,tttOWABLE LENGTH REFERENCE ANCHOR t/AX HAX 'w o a n 24241 343111 8' SCHEDULE FOR MAX. SHUTIE0. DESIGN 1/A"MAX FROM PIN 200 BB' 114" PSF WISH yR11{ p C1 CONNECTION TYPE i SPAN PRESSURE REFERENCE ANCHOR 7 y/ GUIDE TO BUSHING 62 113" 166" 1251N. +/•30.1 PSF SCHEDULE FOR 14AX. /' 1'- -1 WASHER(TYP.) W�k 1' 1231N. +1-31.1 PSF SPACING :U S" t ty ail 72 LOT 1ST' - I,1 82 101' 147 125IN. 1/•33.9 PSF !-a a �} 2251N. 1/•32.7PSF �tl -^J I/ #14X3/4" TU (�4�9"0.0 92 95• 137 1121N. +/•33.6 PSF ANGLE TO 7U8@ CONNECTION p� EXISTING 2"x 2"x.125" 102 90' 13r 130IN. +!•34.2 PSF .2In o V4 Y 120 83' 12r 1071N. N•352 PSF CONCRETE, EMBED. 6063-T6 ALUM.TUBE LSO T4` 109• 1051N. +1359 PSF WOOD BFRAMING 5 CONNECTION TYPE ° G REFERENCE ANCHOR p 2d1 2031N. +/•365 PSF SCHEDULE FOR MAX, ' .�•" w 64• �• t-It2"MIN FOR CONCRETE 101 IN. +/-373PSF SPACING "x R 3 w j OR BLOCK AND 3/1."MIN 991N. +/•38.OPSF // FOR 0000 g51N- +f-39.6 PSF C ALTERNATE BUILD OUT MOUNT SECTION •a Q y I FASTENER @ 78"0 C 921N. 1/•403PSF -nQ1, 891N. +1423 PSF SCALE.3 1'-p" I! (USE ANY ANCHOR SHOWN t� IN ANCHOR SCHEDULEi. B6IN. +/.43.8 PSF I I I 831N. +/-45.4 PSF81 IN. 1/46S PSFIIS ACCORDION SHUTTER i 11 1 701N. 1/•483 PSF PER PRODUCT APPROVAL 1/•49S PSF r Q 761N. +/•50.9 PSF ? - " 2"x 2"x E T21N. 1/•523 PSF ; TS` 3/16 RIt�E1 OR u 12 Y APPLICA[iLE AT TOP n p �Lpg I Ii SMS 181'OX OR .090"6063-76 J< TOIN. +/•53.8 PSF AND/dR BOTTOM X S i Hill I ' ft{-20 NUT R BOLT 17 ALUM TUBE TYP <y g81N• .J35.4 PSF '- I&L (TYP.), 3/16"0 ALUM.POP W 661N. /•57A PSF Nw 2"OR 3' S RIVET OR 012 SMS p O d? uGiL�Gt� � (I I ALTA.TUBE @ I8"O.C.LTYP.) 9FO A� ® 6063E ALLOY 2"x S"x 1/8" FOR u t a j x 1 SEE TgF,O_E B 2 FASTENERS x CONTINUOUS `,aN t3 w p 1/2'MIN. o 8 o FOR SIZE. EACH ANGLE ALUMINUM ANGLE L 4 s 2 u•• 2'X 3'x'/'% 2.275• g .i 1" 2"x 093" OPTIONAL ANGLE INSIDE sE[F�190.t£TZ 0 qy,� CONTINUOUS OR 2•x E I I R 60413-T6 ALUM. THREE 3f76"0 ALUM 17 ORIENTATION TYP. t7 GLASS X q2m 2"x34"XCONTiNUOUS 6 I Lq NGLE,TYP o POP RIVETS OR OR DOOR TO GLASS p4 1 A a y t THREE 012 SMS,TYP. ZMANT < 6061-T6 ALUMINUMANGLE lit 1 f { 57 1"x 2'x 1/8" u'r' 2. 0,9'MIN.THICK 6461-T6 4 1 13 OR 2ALUMTRACK FASTENED "x 2"x t/e" ANGLE FASTENED TO T4 AALUMNGLE WITH 1/4--20 ° ° ALUM.ANGLE EXISTING 3 KSI TRACK tL t6 MACHINE SCREWS AT 3' USE MALE OR FEMALE o 5 fi' C4 CO)tNECT10N TYPE CONCRETE HOST FROM ENDS AND 9•D.C. L9PfAfRNFAN4LL8E)N,N90P.E { ( LOCK-SLAT) i3 m REFERENCE ANCHOR STRUCTURE WITH FOR THE BALANCE 15'2338 (I 13 W SCHEDULE FOR MAX, tfi 0 ELCO ULTRACONS 2.1/2'MIN. , SPACING AT 3`FROM ENDS AND EXISTING CONCRETE SCASEe �! (OUTSIDE) DOE 1 T 4.O.C.FOR BALANCE HOST STRUCTURE(3000 vwcBOPscRiPrloN: ! I' u12 x t/2•'GALVANIZED WITH N/s'MIH PSI MIN) ail' i OR S.S.SMS.3/16"0 RWM. CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS EMBEDMENT AND 2W SEE TABLE C FOR MAX SPAN AND PRESSURES 4 NTS MACHINE BOLT&NUT SCALE:3"n t'-0" EXISTING CONCRETE, MIN EDGE DISTANCE, t' + p 18"D.C. BLOCK OR WOOD FRAMING STAGGERED WITH 3" l 1 1' EE INSIDE SILL MOUNT SECTION MIN.SPACING,TYP.I c 1 BCA DOE NTSMOUNT O SCALE+3"=V-0" � III Y'l I � I I i 1 ' i. 1 'I C5 CONNECTION TYPE FRANK L BENNARDO�P.E, w REFERENCE ANCHOR EXISTING \\\\L11tlt /P0465�9 r I �'• , ' z J FOR AS7M SCHEDULE FOR MAX. STRUCTURE \\ NII u. y FOR 6510- 0 7_ ESSENIIAI SPACING �� �. • ' I^ GLASS o:o"t> GLASS E TABLE 1 w Cl CONNECTION TYPE S"MAX. 1/4-20 MAti�IN��BOL� •-N �8 (t� OR DOOR SEE TABLE t 1- "- OR DOOR h FOR HVHZ w w -r m REFERENCE ANCHOR 19 W/NUT @�Y'tI t.OR I ' h FOR HVHZ I-4 N'^ SEE TABLE 2 I-N O o D: SCHEDULE FOR MAX. 4414 SMS((jj U¢.0 NO PE00 6549 SEE•TABLE 2 O Z FOR MIN. I- N w O SPACING /2•• (TYP TOP_ OTTOM) FOR YIN. 13 m w a O SEPARATION 13 =3 S �C 1tpppr�;�_' I 1/4"-20 THRU BOLT W/ SEPARATION IJ X 0 N W TO GLASS '�L)O M•I �^ -'O .'W" z ; I TO GLASS ¢ a 4412 x 1/2"SMS @ 12"O.C. Z❑ m '•, 7 V. I) LOCK NUT�(Ql 12"O.C.OR E H w m OR 3/16"0 ALUM.POP Q J m Q a Lw7 N ^ STATEQCp• 1112 x t/2`SM taj 12"D.C.E.S. L�F¢ RIVETS 6"O.C. OR 1/4"0 E O a I- w p �5 OR`o10R1 i •• FCOR w� L�m OR 3/16"0 ALUM.POP Z]H �0 uN OR V�N �i�••"••••• ,J,L SS Inm w ALUM.POP RIVETS @ 12"O.C. s LL! RIVETS @ 6"O.C. E.S. t ¢ py S/( N OR 1/440 ALUM.POP RIVETS / W 11 AND O2 FOR A,�LI D= /// Olive I of U 0; @ 12"O.C. S. ASSEMBLY 1/4"MAX.FROM PIN w w 1/4"MAX.FROM PIN 1/2"TYP. N O / 1/2" GUIDE TO BUSHING FCS NTIAL 13 r"'O I I' O9 AND t0 GUIDE TO BUSHING FA I S I- I ASSEMBLY WASHER(TYP.) o WASHER(TYP I SCC 1ABLE 4 p= =O 1/2" TYP EXISTING CONCRETE. m GLASS tr kFOR HVHZ yr Z�+w Z NN9x�iw 1 I / w 4 CONNECTION TYPE OR DOOR—tl SEE TABLE 2 p u W ++ o BLOCK OR WOOD FRAMING u z O mD I`1 I m EDGE REFERENCE ANCHOR FOR MIN. Q j a¢ �r W / 3 CONNECTION TYPE DIST. SCHEDULE FOR MAX. SCPARATION F o a YL D: W REFERENCE ANCHOR SPACING AS SHOWN TO GLASS a m bOW O k EDGE SCHEDULE FOR MAX. 4 CONNECTION TYPE IN DIAGRAM ON PG.701 `` 01ST. REFERENCE ANCHOR m'I'F / SPACING AS SHOWN SCHEDULE FOR MAX. wR-i 3 CONNECTION TYPE IN DIAGRAM ON PG.101 REFERENCE ANCHOR SPACING ALT FASTENER �OR G REXISTING CONCRETE• LOCATION FRONT AND w SCHEDULE FOR MAX BACK ANCHORS NOT REO'D 0 � BLOCK OR WOOD FRAMI �j 1/4"MAX.FROM PIN an Ib / SPACING.ALT.FASTENER WITH THIS LOCATION 2"�E5' H t / , ® LOCATION.FRONT AND Cl CONNECTION'TYPE GUIDE TO BUSHING m h 1/4"MAX.FROM BACK ANCHORS NOT REWD O INSIDE MOUNT SECTION REFERENCE ANCHOR O WASHER(TYP.) / B SCHEDULE FOR MAX w�+ PIN GUIDE TO WITH THIS LOCATION SCALE:3"=1'-0" SPACING 19 wr' ' I BUSHING WASHER O INSIDE MOUNT SECTION -CS CONNECTION TYPE A REFERENCE ANCHOR I(TYP') SCALE:3"=1'-0" SCHEDULE FOR MAX. 1'i� p m EXISTING CONCRETE. SPACING m• / NOTE:FOR DETAILS A.B.D.AND E ON THIS SHEET. BLOCK OR WOOD FRAMING EMBED Fel -°o anti44 ` THE BASE TRACK MAY BE INSTALLED IN SECTIONS O� cC 1 % WITH 1/4"GAPS.PROVIDED THAT EACH SECTION HAS A MINIMUM OF TWO SETS OF ANCHORS AND IS A CO BUILD OUT MOUNT SECTION m Y M MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK EXISTING CONCRETE, SCALE:3"=1'-0" c USED WITH THE BASE TRACK MUST BE CONTINUOUS BLOCK OR WOOD FRAMING 19 '. OVER THE GAPS BETWEEN SECTIONS.. �•"�='��� c w" EXISTING CONCRETE, EXISTINGSTRUCTURE �r' E 3�' EDGE IST. 4 CONNECTION TYPE 111► o = BLOCK OR WOOD FRAMING C2 CONNECTION TYPE W EXTRUSION 2 a § EMBED. 1 CONNECTION TYPE REFERENCE ANCHOR EMBED. / a y v Zr REFERENCE ANCHORW SCHEDULE FOR MAX 5 CONNECTION TYPE Vl/EXTRUSION #1 REFERENCE ANCHOR L° SCHEDULE FOR MAX. m SPACING -;gt m W SCHEDULE FOR MAX SPACING AS SHOWN S 6' SPACING ® I t I � IN DIAGRAM ON PG.10) 1416 7/21 R 2 11 •• 2 3 4 H 1/ " � GLASS I~-Lam w r OR DOOR &FOz t3 F =o o 4412 x 1/2"SMS @ 12'• SEE TABLE 7 ut= FOR W w w o K '-"' O.C.OR 3/16"0 ALUM FOR MIN. S Z u n IA w>> o q �30 SEPARATIDN o w e ILLI I I 'A=O 3 r Hw7Z� POP RIVETS@6"O.C. 13 wo a '� FOR r m In o O OR 1/4'•0 ALUM.POP X X Z a GLASS OR h FOR Hurn ==w=� s5 In"� ¢ ¢ DOOR z u 'II GLASS L I�h FOR 73 N F iit RIVETS @ 12"O.C. L u FOR YM, m p a Vi OR DOOR---� O In x Z O Z m # I I HVHZ SEE TABLE 2 2 0 m SEPAflAIION ¢J a¢¢ o F Y >4Z Z¢ _ TO CLASS Oar S!T��w S 4 1/ -20 S S.MACHINE I t ¢J O¢f- AND OB 1/4"MAX.FROM PIN " E Ij , III 5 REW 8 NUT(al GLASS 1• SOI ASSEMBLY 1/2'• 1/2.. GUIDE TO BUSHING ¢ 12 0.C. ¢ TYP. WASHER(TYP.1 FROM PIN m w o 1/4"MAX.FROM PIN II I Q GUIDE TO BUSHING W 4 CONNECTION TYPE 1/ GUIDE., GUIDE TO BUSHING B =@ I X Y WASHER(TYP.) EDGE REFERENCE ANCHOR &R(Z) WASHER(TYP) 5 6 EXISTING CONCRETE, SCHEDULE FOR MAX Gx r E in DIST. C2 CONNECTION TYPE 1V/EXTRUSION 2 Gwyf ITFRAt(LB8IW+DOP� n BLOCK OR WOOD_ EXISTING CONCRE SPACING AS SHOWN FRAMING BLOCK OR WOOD FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG 10) REFERENCE CONNECTION PE W/EXTRUSION 1 © OR REFERENCE ANCHOR SCHEDULE FOR MAX. 15-2338 3"x 3"x 1/4"CONT 4 CONNECTION TYPE #12 x 1/2"SMS @ 12" SCHEDULE FOR MAX. SPACING SCALE, 6063=T6 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"0 ALUM SPACING.ALT FASTENER EXISTING CONCRETE, PAGE DESMPnONi j (MAV BE REVERSED 0 SCHEDULE FOR MAX. POP RIVETS @ 6"O.C. LOCATION.FRONT AND f' AS SHOWN DASHED) SPACING BACK ANCHORS NOT REQ'D BLOCK OR WOOD FRAMING OR 1/4"0 ALUM.P OD RIVETS @ 12D.C. WITH THIS LOCATION WALL MOUNT SECTION O CEILING / INSIDE MOUNT SECTION O WALL/BUILD OUT 9 ' I SCALE:3"=V-0" SCALE:3-=1'-0" SECTION SCALE:3,,=1'-0" I II I I I 1 Ii FOR At TII FSqENTIAL ```\\\11 1117 K L BENNANOOt P.E. FACILITIES SEE TABLE 4 Ac FOR H\11Z SEE TABLE Z " EXISTING �� •• "'••. GLASS I OR LUN.SEPARATION TO o u STRUCTURE ALT.LEG DIRECTION MACHINE NS ►�1 ��'(1',�I I OR, QA55 13op N 1216063-T6 ALUMINUM BOLTW/NUT _� � •••' p ( �17p DObR ¢0:= r ANGLES PER BEAM END, @ 12"0 C OR NO PE00465 g w0u I SIZE PER SPAN TUBE N14 x 3/4" 1/4"0 ALL ,I SCHEDULE - r Q Q SMS 6"O.0 _ _ POINTS SOLID SPAN TUBE SCNEDUIE IIT�1 '•1"`•' _ < o SET ANCHORS SPAN TUBE LJ� w N Y y w a WITH 7/8"MIN. ,._ ALLOWABLETUBE NUMBER OF NUMBER OF X IA y z EMBEDMENT IN - - PER DESIGN ANCHORS PER U `r I = w TUBE SHUTTER SPAN THRU-BOLTS m S> i < ¢ CONCRETE OR ACCESS HOLE SCHEDULE µ0� '(i/ ,yEN w m n VI BLOCK,3"MtN = SIZE SPAN I-del '•••...... • �„I-„ $m y r w SPACING AND "' TOP BOTTOM TOP BOTTOM TOP BOTTOM I TCfj/' Us" '/'m i X DISTIANCEGE .�- ^ TUBE TUBE TUBE I TUBE TUBE TUBE TUBE/7�/T t \ 11� LLN .Aruh" ' I _ y a H a O J n5"x 60' 123.8• 735.7 2 2 2 3 4• T Z O W U nz a . ��Q s f ,: .�- 5 6 0 0.125 �' -To1.T 100.8• I 2 2 3 3 7• 7- rrTnt Q Wg in 3"MIN 14 16 ¢=m 123' 89.9' 94.4• 2 2 3 3 7' 7• U o LO I3�o I ED.DIST. u 00 128.1' 157.0• I 2 2 2 3 4• l' ZX r n 13 o 98' 113.21 124.1• 2 2 3 3 T T W W /2 1 SEE 1ABLLI 4 kNFOR HLHIISTE Q z_ 0.725 03 ^Qz 1/4"MAX.FROM PIN GUIDE ll x7 ry - 127' 1025 109.5 1 2 2 4 ! 10' 10' L 70 BUSHING WASHER ITYP.) GLASS TABLE 2 FOR MIN.SEPARATION Waw 60' 1380• 1988• 2 2 3 3 T 7• y R Lsxzr f i f } OR DOOR TO CLASS 'A y m 0.725' Bg• 122.T 155T I 2 2 3 4 7• 10' O 1wL1 w 6 I TWO 1/4*'m WOOD R I 1/4"0 THRU BOLTS LAG SCREWS @ 24" =w F 127' 115.4• 137.S 2 3 4 5 10• 13' 'O D OC MAX.WITH 2" 3"MIN. SCHESEE DULE FOR L7 r 60' 158.1' 240.0• 2 2 3 4 T 10' ~ THREADED PENETRATION z 2'x10'x j E0.01ST. w 7 90' 140.8' 229.9' 2 3 4 8 10' 1S E "T"INTO CENTER OF STUDS EQUIRED N MBER = 0.1875• - p 5 6 y 123 1322• 203.1• 3 4 5 7 13• 10' 'ti' EMB I"T' 14 SMS @ MIDSPAN BETWEEN 14 16 1/4"MAX.FROM PIN GUIDE SPAN TUBE SCHEDULE NOTES: Dr I , ,1 STUDS FOR TRACK TO 1"x 4" TO BUSHING WASHER TYP. 1. x R x x 4'ANGLES FOR 2'x5'&2'x6'BEAMS. Ims I g P�YWOOD 8 TUBE CONNECTION 1/4"m ALL 2. USE 2"xS'xl/4'ANGLES FOR 2'x8'&2'x1D"BEAMS. 8 SIIUCCO FINISH POINTS SOLID �^ 3. USE BEAM SCHEDULE FOR DETAIL 3. I 1"x 4"x.125" SET ANCHORS SPAN TUBE PER DESIGN 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN w'��, •�L' 6063-T6 ALUM.TUBE WITH 7/8"MIN. I'! Ia ` SCHEDULE COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED I EMBEDMENT IN TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. THIS DETAIL TO BE USED WHEN STUD SPACING CONCRETE OR F BLOCK,3"MIN p 1/4-20 MACHINE BOLT 5. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH y4•�• o I EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. 1' W/NUT 12"O.0 SHUTTERS SPANNING ABOVE AND BELOW THE BEAM.MID-SPAN c SPACING AND 3'• I" (2)6063-T6 ALUMINUM @ )ice Dlm MIN EDGE I^ ANGLES PER BEAM END, OR 1414 x 3/4"SMS @ TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, O`E W WALL MOUNT SECTION THIS DETAIL MAY DISTANCE SIZE PER AN TUBE 6"O.C. ANCHORS,ANGLES AND BOLTSI,WITH THE SHUTTER SPAN TAKEN Q VE 6 Q SCALE.3"=1'-o" ALSO BE USED SCHEDULE AS THE SUM OF THE SPANS ABBOOVE AND BELOW THE BEAM. EXISTING 6. LAP BEAMS ARE NOT ALLOWED. AT TOP ACCESS HOLE 7, ALL BEAMS AND ANGLES TO BE 6063 T6 ALUMINUM. STRUCTURE ALT.LEG DIRECTION To E Q $ EMBED. r - c E Qc I MAX DESIGN LOAD=:72 PSE '• _c + Oj BEAM SPAN SECTION v ' b -GLASS 11 SCALE:3"=1'-0" {{ FOR S1ESSENTIAL OR DOOR of FACILITIES SEE TABLE 4 @ D 13 in FHEVH S o w FOR SEE TABLE 2 Ilf FOR SEPARATION 10 'A MIN. L4 a EXISTING WOOD Z� TRUSS OR RAFTER 1/2 3" 1/2" CLASS X Q " @ 24"MAX.O.C. II- t-1/2' ' I m 8 < d i, ' II E y EXISTING FINISH 'Su 5 6 MATERIAL h 1/4"MAX FROM PIN GUIDE 1"x 4"x 1/8"6063-T6 1 < ga^ 14 16 - TO BUSHING WASHER(TYP.I fJr ALUM.TUBE W/THREE •� m 1/l"TILE(TYP.) FINISH MATERIAL SORE S WITH LAG I TE u II SCREWS WITH 2-3/4" ' MINIMUM THREADED 3/4"PLYWOOD � o I �'1/4"af A325 GRADE THRU BOLT @ 7"O.0 PENETR."T"IN WOOD @ OR 5/16"a+A325 GRADE THRU BOLT @ 12"O.C. EACH RAFTER OF TRUSS N, GALV.OR S.S. 24"O.C.MAX.WHERE 5 6 ^ - I $ EN D •�� 1/4"o ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THA 2"x 5"z 1/8"6063-T6 TUBE EXTENDS BEYOND 4 ; 5"0.0 W/1-1/4"MIN.EMB 6 EXTEND TUBE TO w + 11 k I OR 1/4"0 LAG SCREW @ 9"O.0 W/1-7/8" NEXT TRUSS. w w I-u m ALUM.ANGLE W/THREE & ' MIN.EMB. IN WOOD SG=0.42.TO 0.55. / F W=0 0: 1/4"0 WOOD LAG IIS�II1 1/4-20 S S MACHINE SCREW(�T - 13 7 y"'o SCREWS WITH 2-3/4" 07P040RLRANKL&1NV=P.V EXISTING CONURETE, / 12"O.C.IN BET WEEN TRUSSES ==Z u w MINIMUM THREADED HOLLOW BLOCK OR WITH 1/2-0 ACCESS HOLE ON 10�O y PENETR."T"IN WOOD @ 15-2338 WOOD FRAMING.SEE 2"x 5"x 1/B"CONT. BACKSIDE OF TUBE OR 1414 SMS X z o z m EACH RAFTER OF TRUSS, ANCHOR SCHED.BASED ALUM ANGLE 16063-T61 @ 6"O.C.MAX.IN BETWEEN w¢ Q scILLE: -��I ON TYPE OF STRUCTURE L oar 24"O.C.MAX WHERE PAGE OESCMPTIONI E $y ANGLE EXTENDS BEYOND I, LAST TRUSS MORE THAN OH PASS THRU DETAIL IMAX.DESIGN LOAD a 72 P S F.I 6", EXTEND ANGLE TO e' ' I (MAX.DESIGN LOAD=72 P.S.F.) NEXT TRUSS O 9 ! 1' I' SCALE:3••=t•-o•• TRUSS MOUNT SECTION I O SCALE:3"=t'-0" it I I I l if I 1 li 6S ENNARDO•i.E.•• GLASS OR DOOR ` 2" I FOR ASTM ESSOITML SEE GLASS OR z GLA55 OR 4FACILITIES RHVIRTSEEC I I * No E00485 - DOOR o^. DOOR m 'W 2 FOR A_ �— FCR A TM. o y FFlI�E ¢ SEPARATION TO G1A55 w m 1 --- ---1 ---- ---- W 0=F• N I K O a',V f a 1 1 O N 4 FOR Q ut TA9LE<&FOR - w~w F w x ,m 1 `y 1 �.n sr,74 z xwQ 2 OR MN. F- 02m I=Z:•+K /SS+ SEPARATION 1'� v1 w a o SEPARATION TO N Q �'p x o / / LLL In m CLASS X 1^ut^ GLASS = i z�' 13 z p N 4"MIN. //✓/� W q`fQ. al I Q3 W-1 N l� 0 a jK A/(I O •_ K I 13 r-4 13 X w = Cl CONNECTION TYPE E °a RADIUS HEADER MOUNTED �>¢ 1 W j 1- L o u REFERENCE ANCHOR a w PARTIAL ELEVATION -�7a g<w zz 20 Juxi 2B uz SCHEDULE FOR A SCALE: 3'= 1'-0' LX �.L+DGMnI~5 I 44 SPACING '1 .250" W E(J o N z .I ."0 .250.. In .1' MCI wego / O C TAPCON @ 24" CG CONNECTION TYPE w CC sslz„0C WTH1-1/4" MIN REFERENCE ANCHOR w w 19 19 w EMBED. SCHEDULE FOR MAX. p- ,�, wSPACING w ���QQQ•••••• /y EXISTING CONCRETE OR /E EXISTING ¢ I \ BLOCK ONLY.WOOD % I STRUCTURE IPI I' {$di \FRAMING P WOOD ANCHORS / EXISTING HOST STRUCTURE W I €€ I' �10T ACCEPTABLE WALL MOUNT SILL DET AI FISTING FINISH EO E m IG+ L, 1/4"MAX.FROM PIN M• V \\ O SCALE:3"=1'-0"/ ^ATERIAI w GUIDE TO BUSHING DIST \ O DECORATIVE FLOOR TRACK DETAIL &R©CUT IN 4"INTERVALS WASHER(TYP.) t�-2 O RECESS SILL DETAIL \ SCALE 3"-1'-0" IDNOFOLOT TYP 8(BOTTOM -•. - F w a Ca p ! ) M DETAIL P1 P FOR ADDI710NAL } : SCALE'.3"=1'-0•• 11, MFASTENER R EACH 4"CUTSEE ANCHOR SCHEDULE BASED u n u n i=1/4"MAX.FROM ON C4 CONNECTION TYPE TO m PIN GUIDE TO VERIFY ANCHOR SPACINGBUSHING WASHER } IS ACCEPTABLE 13 V>I v v v 00(TYP.1 lu • . i %�/ o , 1/4"MAX.FROM PIN GUIDE bS �• ) TYP. BOTTOM 1/2•• 70 BUSHING WASHER(TYP.) -6 i I EXISTING 1/4-20 MACHINE BOLT STRUCTURE W/NUT Ca)2"O.0 II 3 I 19 CUT AT INTERVALS T/Q� EXISTING FINISH ORM CURVE(SEE DETAIL V P2 1 I MATERIAL 1 1 CONNECTION TYPE REFERENCE ANSCHEDULE FOR MAX Sp I"xI"xI/8- 1-x2"xl/8" ACING(FASTENER EAC OF CUT SHL TER EXTRUSIONSPROVIDE MATCH AND p%ANGLE CUT TO (O CURVED HTR ACK PIECE SECTION DETAIL aQ�� +I ROV DE SUPPORT FRONT AND BACK.WHERE OF CUT SHUTTER EXTRUSIONS O SCALE+3"=1'-0'• N FRONT OF EXTRUSION IS FRONT AND BACK.WHERE -- P2 1 0 1,111 Y I I CONTINUOUS REINFORCEMENT �J FRONT OF EXTRUSION IS 1 IS NOT REQUIRED. CONTINUOUS,REINFORCEMENT �� •C• IS NOT REQUIRED. �' P7 LO w 00 Him .-• O _P i / APPROVED MOUNTING ININ ol PECEITION,MIN.OF TWO PER MB.;7. APPROVED MOUNTINGIf -1d1N j CONDITION.MIN.OF TWO PER - �j c0pymUrnW0(L3DWMPE' ! PIECE APPROVED FASTENER AND SPACING WITH A MINIMUM OF APPROVED FASTENER AND _ 15-2338 ! - SPACING WITH A MINIMUM OF TWO FASTENERS PER CUT '!11 I TWO FASTENERS PER CUT scaAEl PIECE PIECE -� PAaE OFscRTPnor11 �;;I, TYP. SECTION FOR SHUTTERS P2 TYP. ALTERNATE SECTION FOR SHUTTERS y P-), SCALE:3'= 1'-0' @SCALE:3'= 1'-0' CO) 1 , •I I� , i151 P FRANK IpNCHOR S ULE: CONCRETE0046 `°_°`P' ' 2 x S OUTSIDE ` 111111 - PE .t TOP FLANGE 0(u1 ��11 2.5•MIN EDGE DISTANCE SECTION j 2-3/16-MIN EDGE DISTANCE --3-1/8-MIN EDGE 6-1-ST—ANCE SDans Up To W-B" Spaas_�, o 131011 Spans Up To V-0" Spans UP-fb W-811 Spans Up—To 131-0-' CONN TYPE C CONN TYPE CONN TYPE_ _ _ ��.. Rom H MOM EMMMUMNIM MEMMON ffla o ME MOM "I VW— MFW"/////EMSN EDGE DISTANCE NQ ■mOmO�mm©©m©mm0©m©mm�m0mpmpOOmmm ME M MIN I"MIN EDGE DISTANCE -1 2 MIN EDGE DISTANCE CONN TYPE k ®1/4 MV TAPCON WTI1-1/4-EMBED 71NEEREEMN/M NIMMORM/1, E. MM HMO ; F///��///�l///.////////////////////////i�///// / . Fog MR 1/10.1 ///,P//,0��/�/ //Mum � Imm 10/10m, % • /i/i/i is / /a�� : �m©oo©mQom©mo©m©mmom©m000nmQo� MOM MEM OEM - Nang 3"MIN�m©ommoEm mMr-1EUrr.wM I EIF/E EDGE m©m©om©m©©m©m'MIN DISTANCE mmm m ���� ii //o i i i i i ,®��®�����®mom ✓iaiia ■moon©moo©m©om©mm©m©m�mmm�mn � � : : - - i� ii%iine %/�� ' ! / / _ 11 I FMHR L DENNARDD•AE... \\\\111111 /PE0076549 /.^zy; NL, = ,1 I Q`'•-'\,IGEN I ZO 0 NO PEC046549 I * ANCHOR SCHEDULE: WOOD (G0.55) "� ' srarL•DF Wx-g= ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK (CONT.) = "��` ''•ccORIDA.•' w�"' 8m 3/4"MIN EDGE DISTANCE `..frn^ U LL m 2^MIN EDGE DISTANCE W uJ aU, ri Spans Up To 6'•0•' Spans Up To B. Sans - \ ••711 1 D �_ n rj Spans Up To 6'-0" Spans Up To 8'-8" Spans Up To 131•0" o LOAD CONN TYPE CONN TYPE CONN TY j 1\\ Z W lu U LOAD O ANCHOR rn CONN TYPE CONN TYPE CONN TYPE �j (P� rn n �7 Q�a� o ANCHOR (psf) x Cl C2 C3 C4 CS Cl C2 q C4 C5 Cl C2 q C4 C5 lJ�L a m a tw q I x Cl C2 { C3 1 CN CS CI I C2 C3 C4 CS Cl C2 p C4 r5 1/4'LAG SCREW WITH 1-3/q 48 16.0'•16.0"31.5'I1.S'16.0"16.0"16.0" 7_5' 7.0" 16.0^16.0"16_0" 4.S' 4_5" 15_0" Z� OZ 1/4•,POWERS TAPPER+W/ 48 15.5'IS.S' 6.S'16.5" 15.5'IDS"10.5"14.0" 4,0" 1o.S' 6.0" 6.D" MIN THREAD PENETRATION 62 16.0"36.01• 8.5" 8.5" 16.0"16.0"16.0" S.S' $.S' 16.0"16.0"15.5' 3.S' 3.5•• 9.S' L1.1`, nary O. �w 1 g 1-1/4"EMBED 62 12_0"12.0•' 4.5"1 4.5" 12.0" 7.5" 8.0" S,0" 4.5" 4.0" 72 16.0"16.0" 7.0" 7.0" 16.0"16.0"16.0" 4,5" 4.5" 15.0"14.0"12.5" 3.0" 3,0" 7.5" W W C.a W az Cf" II 72 10.5"10.5' 4.0" 9.0" 6.0" 6.0" 110 16.0"16_0'• 4.5" 4.0" 13.5"14_0'•12_0•• 3.0" 2.5" 7;5" 11_5'• 9.5" 2_S' 2_0" 6.0" 3�"i� O I 'i,i1 110 5.5" S.5" U)a•d W 16 IM 200 N 200 1115" 9^5" 25': 2.0" 6.0" 11^5" 9.5_ 2.S' 2.0" 6.0" 11.5" 9.5" 2.5" 2.0" 6_0" W ,• Il I.i r" 9 412 SMS W 2•EVEWALL• 48 16.0"16.0" B.S' 8.5^ 16.0"13.0"13.0" 5.0"15.0" 12.5" 7.5" 7.S' 3.0" 3.0" 4.511 0 7/16"WOOD BUSHING WITH 4B 16_0"16_0" 9_5' 9.5" 16.0"13_0"1310" 5^S' S.0" 13 0" 7_S' 7.5" 3_5" 3.0" 4;5" W Y S ; / 1.33'MIN EMBED&1/4-20 62 14.5"14.5' 6.5" 6.0" 14.5' 9.5" 10.0" 4.0" 3.5" 6.5" S.S' S.0" 2.S' 2.0" 3_0" ARMOR INSER 10 7.0'1 7.0" 3.0" 6 0 4.0" 4.0" 3.5'1 4 0' 3.5' 6.D 3S" 3.011 3.0 o SS MACH'N EW 200 3.5" 3.0" 5.5" 5.0•' 110• 3_5" 3.0'• 3.0. 3.0" 4�S• 2.0" 2.0" ti , 7. 7. EMBED C OR ISM SOWERS WOOD SCREW 418 16 011 16 011 3 0"133 0"1616 0"16.0"16 0" 8.5" 8.0" 16.0"16.0"16.0" 5.0" 5.0" 12_0" 1 O 200 3.S,f 3.0 5.0' 4.5" 11.0" 3.4 3.0' 3.0" 3.0" 4.5" 3.5" 3.0 �' 62 3 5 16,0 9.S' 9 5" 1 ` •' " ^ •• •• •• •• ^ s O V 6.0 16.0 16.0 6.0 6.0 36.0 13.5 32.5" 4.0 3.5 7.5 s ANCHOF'SCHEDULE: GROUT-FILLED CONCRETE BLOCK PENETRATION IN THREAD 72 16.0"160" 8.0" 7.5' 16.0"16.0"16.0" s_0" s_0" 12.0"11.5.10.0•' 3.5' 3.0" 6.0" 4mmmm®>m 110 16.0"16.0" 5.0" 4.5" 10.5"11.0" 9.5" 3.0" 3.0" 6.0" 9.0" 7.5"-F5" 2.5" 4.5" Wj 1.. ���) 4"MIN EDGE DISTANCE 200 9.0" 7.5" 2.5" 2.5" 4.5" 9.0" 7.5" 2.5" 2,5" 4.5" 90" 7.5" 2.5" 2.5" 4.5" `j Spans UD To 6'-0" Spans UD To 8'-8" Spans Up To 13'-0" �$ G o LOAD CONN TYPE CONN TYPE CONN TYPE F"a O?' ANCHOR ( Cl C2 C3 C4 CS Cl C2 C3 C4 I CS Cl I C2 C3 C4 CS 5/1¢•IiW TAP[ON XL W/ 48 16_D"I6.D•'16.0"16.0"16.D"16.0"16.D"16.D"16.D",16.D"16.D•'I6.D"10.5" 9.5" 15.5" ANCHOR SCHEDULE: WOOD (G=0.42) O cl�l f 2-3/4'MIN.EMBED 62 16.0"16.0"16.0"16.0"16.0"16.0"16.01'12.5'11.5'16.0'•16.0"116.0". 8.0" 7.0" 10.0'• O Zm 3/4`MIN EDGE DISTANCE .o ' I y 72 16.0"16.0"16.0'•1S.5"16.0"16.0"16.0•'IO.S' 9.5•' 15.5"14.5.12.5• 6.5" 5.5" 8.0" c 16.0.16.0"10.0" 9.0" 14.0"14.5'12.5' 6.5" 5.5" 7.5" 12.0"10.0" 5.5" 4.5" 6.0" LOAD Spans Up To S-0" Suns Up To 8'-8" Spans Up To 13••0" m O, G, CONN TYPE CONN TYPE CONN TYPE 200 12.0"10.0" S.S' 4.5" 6.0" 12.0"10.0" S.5" 4.5" 6.0" 12.0"10.0" 5.5" 4.5" 6.0" o ANCHOR (Pst) --` yl E $ �yC x CI C2 p C4 CS Cl C2 CT C4 CS Cl C2 q C4 CS y 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.D"16.0"16.0" 6.0" 5.5" 16.0"16.0"36_0" 3.5" 3.5" 6.4; 0" o g, 2-1/4•MIN.EMBED 110 8.5" 8.5" 7.5" 7.0 9.5"' S.5" 5.0" 6.0" 5.5" 6 0" v MIN THREAD PENETRATION 72 I6l0"1fi�0" 5.5" 5.5" I6�0"16.0"16.0` 3.5" 3!5" 10.0" 9.5" 8.0'1 2.51k0l..' 5.0- -T-5- .01 ati z / clttM 110 15;0"14_5" 3_5•' 3.0" 9_0•• 9.0" 8_0'• 2.0" 2.0" 5.0-17.5 6.0 -:i.-o-- 4.0 w p u u 200 200 7;5" 6_0" 2_0" 4.0" 7_5" 6.0" 2.0" 4_0" 7_S' 6_0" 2.0" 4,0" o 2"MIN EDGE DISTANCE O t14 SM! �114 WOOD SCREW 48 160•'16.0" 9.5" 9.5" 16.0"16.0"16.01• 6.0" 5.5" 16.0" .-7. " 3.5" 7.0" ' Cl C2 C3 C4 CS Cl I C2 p C4 C5 Cl I C2 C3 C4 I CS O OR 1/4'f•t1WER5 TAPPER+ 62 16.0•'16.0" 7.0" 6.5" 16.0"14.0'•15.0" 4.5" 4.0" 9.5" 8.0" 7.0" 2.5" t12 SMS W/ •EYEWALL 48 ]6.0"36.0"10.5"10.5"16.0"16.0"16.0" 6.5" 6.5" 16.0"12.5"12.5' 4.0" 3.5" 7.5" o Q'1.3/4'MIN THREAD 1 3 PENETRATION _72 16.0"16_0" $.S' S.5" 16.0"13.0"11.5" 3_5" 3.5' 7.0" 6.5" 5_5", 2.0" i ARMOR INSE T W/2-EMBED 62 16.0"16.0" 7.5" 7.5" 16.0"15.5^36.0" 5.0" 4.5" 10.5'• 9.0" B.0" 3.0" 5.0" 110 10.5'10.0" 3.5•' 3.0" 6.0" 6.5" 5.5" 2.0" 2.0" 3.5•' 9-. 4.5 2.0" 2.5" 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" 2.5" 5.0" 4.5" 7n'. 2.5" 110 11.5.11.5' 4.01113.5" 7.0" 7.0" 6.0" 3.5" 6.0" 5.0" 3.0" _ 200 6.0" 5.0" 3.0" 6.0" S.0" 3.0" 6.0" 5.0" 3.0" a ' 1 1 @ mli s�3�8'x Y Y ; I ANCHOR NOTES:SEE SHEET rGnWatLBDa+umpP l i l lO FOR ANCHOR NOTES. 15-2338 j yl� I Ij 1 a I QbCG EE OF5�017j I M( r �I I I�I I! �,61 ' NK L ROUND WINDOW ���``��• B_#V " EPE00', 9NNARDo,P.E4,q J ASSEMBLY ����.•`�C EDGE OF ACCORDION 12'MIN FROM _ 4; NO PE004654 .' SHUTTER BLADES EDGE OF SHUTTER, EDGE OF ACCORDION = ` I 0.125''{r TOP OR BOTTOM SHUTTER BLADES •k '>Ic - I �}0.032" 40,125" kiv I' 0.032"jl STATE OF 0.196'- '��.S•.•F[oR% .-* ®` F•�t„8o�! i yy wr,J IOun ��� ^N°m 'I,S�ONAL . W nNa aa2zu g r 45° 1 aK III HITT W 0 u� r moo w D =a�� .N,0 0 � 2.875'0 HOLE TO RECEIVE ROUND 3.5'MIN Z >U a m WINDOW ASSEMBLY TYPICAL c Z I WW ON_3 02.875'` -}x0.188' 2.875'0 HOLE(TO RECEIVE 03.250' ROUND WINDOW ASSEMBLY) N d s�w PERI EVERY OTHER BLADE A LIGHT-N-VIEW WINDOW Mul W wl N.T.S. SAB[C PLASTICS SLX1431T-UL-94H8 --- �;� sg ROUND WINDOW Z LIGHT-N-VIEW WINDOW �II Ina ASSEMBLY 13 N.T.S. EXTERIOR ELEV �( - mj m 8 I !) i 12'MIN FROM EDGE OF SHUTTER, EDGE OF ACCORDION ?��I- �7 - TOP OR BOTTOM SHUTTER BLADES c 0 , rr RECTANGULARp•q,o w•�I WINDOW ASSEMBLY ' s _ BLADE W/ ROUND WINDOW �-� ��, f� N.T.S. EXTERIOR ELEV EDGE OF ACCORDION 13 Q SHUTTER BLADES �-2.210' 3 I� 0.14S­ 0.145' 0.145• cO O 0.51 �i 3.5'MIN I. a QIS .4 .i 10 TYPICJIL 0 0 L - L 1.500•x 6.000•11OLE(To I'� RECEIVE RECTANGULAR l ' $ WINDOW ASSEMBLY) p 1 'I 1.500'x 6.000•HOLE(TO RECEIVE �^. MAXIMUM OF 3 WINDOWS 1� I I RECTANGULAR WINDOW ASSEMBLY) ^! .161' PER EVERY OTHER BLADE I, ' ; y ZD 0 093" •020' RECTANGULAR WINDOW 3 13 N.T.S. EXTERIOR ELEV g' a --, 11e• DIA. 0.500• u.jwu a o ' a -1.5'� uci .I_- (INT.) RECTANGULAR WINDOW n 3.5'MIN. RECTANGULAR WINDOW NOTES: 5 TYPICAL °T-'-T 0 ASSEMBLY A (EXT') 14S' 1. THE RECTANGULAR WINDOW SHOWN IN0.07S' THICKNESS. 5/13 IS MADE FROM GE XL10 LFXAN WITH f MUM p o ' �� 2. FRAME FORIRECTAN RECTANGULAR WINDOW MAY 4e I i 0.145• of BE NYLON 6 OR POLYCARBONATE WITH q t3 ¢ r i MINIMUM THICKNESS OF 0.161'.ATTACH CL'PRaOffRUN(LBOlW6lOP {-0.17T TO BLADE WITH(6)a4 SS SCREWS OR �I L---J C 1.856' .355 BOLTS WITH NUTS. 15-2338 `f A SECTION A-A smm �- r PAGE DESCRIMON, 4 BLADE W/ RECT. WINDOW s RECTANGULAR WINDOW 1� N.T.S. EXTERIOR ELEV 13 N.T.S. EXTERIOR ELEV