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11 4/12/2018 Florida Building Code Online ,cc—N, s.... " s niti ,-;Z‘-":� a -#.a`�, t;' , j' i3t.,--,17:-:—....1';:-: ',4„ $ � 7 � i s ,te -._ .'r �i k r flet'` � �� II to �<' 'fi1, w.1 s„ .:•_ tAli BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts ; Publications I FBC Staff I BCIS Site Map ( Links 1 Search Florida _ Product Approval 1---i >.: u;lR:Public User aggaZZA Product Approval Menu>Product or Application Search>Application List>Application Detail # + '.yy1-� "'' Air FL# FL13757-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived _ Product Manufacturer Town and Country Industries,dit'' • Address/Phone/Email 400 West McNab Road Ft. Lauderdale,FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo elP 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 Ij 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 'I Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L. BLANCO, P.E. 5f, Checklist-Hardcopy Received i Certificate of Independence FL13757 R6 COI Indepl.pdf FL13757 R6 COI Indep2.pdf FL13757 R6 COI Indep3 pdf • _ 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 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9kgduPjgrWwKgqkMAsTBN9A%3d%3d 1/2 4/12/2018 Florida Building Code Online Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Equiv Equivl.pdf FL13757 R6 Equiv Equiv2.pdf FL13757 R6 Equiv Equiv3.pdf 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 Dwgl.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 Dwg2.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 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 II Dwg3.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 Eval3.pdf anchorage,etc. Created by Independent Third Party: Yes Back Hex( Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyht 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 mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click Product Approval Accepts: 71 rit 'OA VA Credit Card Safe securitylsu rlttcs- https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9kgduPjgrWwKgqkMAsTBN9A%3d%3d 2/2 / s9ecr wm as 1a3, d N T'LSLET� 60E£E ld'3'NOa30Iltll'J� F3 �•-, WOU'SS3aa%3FJN1 33NI9N3 av0a evNOW 1SEIM 00b — `� • 1I NW'6 sct(pal 'NIIB3NDN3®0'T9H:3 0..........................�� co z EMO.6SE IKa7:i 043D-OSE Usa1a w->.Ns*a nwG.pr yom.yoouw.r.mra ` W., Z44EE ld'H7V3O Q73Idll334 spnpo�6ulppng pue wnuiwn�y a�ES OL yl }..vT.17N'1/10.0INVW.M91w.. lu.Yh.PiMemoGq IM IR �qT 31II1S 3AV 43ZT MS 093 cuithrjji1nqz, iamleoalwo ,so HMa I 6N7amim9b IN sH I � i wI COM NM O MI 1.403 M 3d a. y. ;� o p4wr. :�Z' 2 ``0.0: t W , ••'•gam: m ',�y••.....•..,,�5\. o as �$ . /'// ' /* RO `\`N JA- o s0, z m /� '+iiiiiiiio Egw Hopi 1 .4 ..g PRo� N w Zm.,EF_.co'ms,„, I ran mQ'YfUi t.I tO t9 W N •W•meYI Hl t l Ol Ol mYI CI Cl C) Pl Cl S$ '•xN? � Fz3 I • Pi_ ngoz.rz Fl oW . . . • . .••• ' m: • • •m• . . m 6«mw uzzw 1 144 1 aRzOStI7 Ol7;, 2;i;Cl7i 'iti Cl�riWClri OMOMW ZaLLWF -110' , I° Jy'FNZMMWOFKJ 2" Q0A1"2hc1FFLLFA Qoim�OwoW 0 Qxw20.pwzwm Fh H S§ W § 3aoko qn6SxoPam ow m7LLzOWHOJmw A _i 08a2,;-820.5.16z•} m �lMT t— m • o . i.imx.y.mww FaEW„ww • ` JozE8bt02EFF'o.0 =T S' T zw 1-.4 ri M v 6 cO m . . . zp 2 x N �. 5 >arillp= � va~OZ 5m W si 9 . 00o qq qqq 000ggqooqoqoo mz- oT 8888Rg2mm8m828VRR888488mmRie2m8m8 call 00 a' tZ 'DW • 2 \ r-I 0 0 Q Ei m .t' ' l �I �/L.L Z vi V o m U 5 F ip : o“g�m� N l9!: Cl tl��N ���N Cn ry� J� �N � 2. 9 . y,, Ce Ur W a” m (1) o= - a I m a < FO 31 z ^m.gym:m�nnn:ni v.hm6.o. ,-;tx m0.aw.-x?,''I?:?; ? : S 00u- Q�~ yN m.m-. ~aw 1i' k0 in ..§§ §W01.§ Via,§§'61 n§ 'sk§mss§rgn xi no Z N ELL 9u oW `r`Tw r$- S~ O tw ZJaz.. pp in 2.tZn aP g x04.2..48 zP.E6i6w m 0 z��wG OO.m-.ZmO x. O5OL�w U'.b Omfra^ • w 9 93 qoWEg I' 2P6W. Amx zAto ,q NWa. 3 .1..MF.mf'o€ o.sWEln§niz,Wt§[g W aj EZog3= www= • JN 11 f§ Q wg 'z F,L FF(F%'Gwf 7= O ZEag g.F.,,'-'(40:W0 I 0> O E OP ) WWOLL mWcmm" d • =W 3 00 Q xwmSO Q2"zm..m, g 4 .6 }��mp rr.^. LL O�tp tNV N i Q y� o>-O z z Ja Z. qq OOO N Y O F7 i7 tV N N ae mI'iA N o IvO 6Q OWFw,,,QZ 581 • FW3Staug o r4oz.`�moom�"cw cluiNagt0€ ® �i uta nF�e:-�f`G.�Ivo§" g� �N?NxW WxF wafgIZ.nNW mWO O� 333 ....wi... ..h.Ft¢.gnR m a m a f N N R1 O 6 o ig m o g o 0 0 0 0 o q q q q q o 0 0 0 0 o q o q o 0 0 o q o o a a o 0 o q E - HRgRgv88882288n88822888888888822 88888 O•'OvL9L611t6.0-neCZ9m'PaI139a Lge,dMWaf.diwo 6pls RWI4 P1OZp1t'L9L611i WWII•VSd-MINS bWwetl 9'99C6Z5NW.e!wa1'A 0... .0941•UOZ19W8O J .. • - • ` ' g9N � \ ``\` /3 - ii /E00659P ` '1 t4.e(4741 .41 JCEN • ::*:• No PE0046549 .:p J 0 0CK\'•. STATE OF .• •((�i'J o'r tl G . [Jl v.'5 J GENERAL NOTES: ///i�N4L 'N\�\\` um o�a °u irlllllt‘O W ILN l 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING VARIES - NO LIMIT Zit r.>Q s18.1 CODE SIXTH EDITION(2017),FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE Oa- g<w=zi`o ZONE,AND THE INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE m IRC).THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILIRES AS DEFINED IN Z M E1996-09.SEE PRODUCE EVALUATION REPORT FOR MORE INFORMATION. ..SECTION W o i SI_ z. -- 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE Y�1 DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE , -,--TOP TRACK oN xw g REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA . '/%` o W W BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE I 1 CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. • 1 !I ` ml 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 5. THISS SYSTEM AS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND M I g ZONES,IN ACCORDANCE WITH ASTM E1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL 1,1 n CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. a J PLAN ,n 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND a VIEWto12.... . N 2 LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. Fn uix �s 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR ce WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 1-0 • o Na $ M SHALL BE USED. 1 = cap m 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC o SITE. N LJ z 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME a PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER I 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. c5„ E 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE w $ CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR W o-0_, VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM (4 v r. THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 8 11. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING i OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED ,DATED AND BOTTOM TRACK ES - a F SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT,WHICH DETAIL AND JUSTIFY THE �� DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. 2 12 . EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM INFORMATION: 1 TOWN&COUNTRY INDUSTRIES FORT LAUDERDALE LOCKING MECHANISM, SEE i MISSILE LEVEL D-ASTM E188&FL,E1996&E330TAS 202&203 TYPICAL PLAN VIEWS P: � " y FLORIDA PRODUCE 'APPROVALP1. NUMBER a? 1 i 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TYPICAL ACCORDION 2 22gl;1.1 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 0A d i f' l ALUM.ALLOY. N.T.S. a 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR BOX LOCK AT CENTER OR SIDE CLOSURE. gg1 ° s 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. r ""_ 18. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". a"s� 19. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. "� 20. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. _ �S �ER 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE CfPrtaRRFMFIcLARARWOPEABOVE-NOTED CODE 22. THE 6.8 SYSTEM MAYIBE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING 15-2338 I REVERSED.FOR EXAMPLE:IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE so= - I - BACK OF THE SLAT FACING OUTWARD.FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN • PARE DESCRIF170N• 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. - ,f 23. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK "9 - -- J FlNNKL.BENNI1Mep�-�P.E. ‘0%%11.11:111 1 I ,, t pE0046549 R_k. k. {� 2.874" { '11 PROJECTION VARIES } 0-9 3.610' 1.994" ;�\♦Q� C .Y�'�'��.-\` F_F...•1� yr-115" I 4.874' MAX. 06 _ 2.782" I 1.907 <(''" t2a� 1.825" 997" 1.825" 1.9�=' 1.825" o .125" 1.825" 1.7D6' 143"1111.1 143 '-• N n .100" 1.708" 100' 1n .100" 1.708" T n '� o 1.708" .100' 1, t. 09E00465g9 :O= I� I I N II 1.100" m .143 I I 143' , .099' .195" _ .195" 14 =.1.5' .195" X96" .195" \ m 195" 143' _ 3'm A. ; .. :., 1�� • Wit! 068" io m .D in f062• ,_ .062' N 095" 062' '1111111r17- Itinl^ _JO BOJ \� 8' J $�._J ..�'`� J700' 1.069' O 0G♦�'(�,�( LL u�aJ 62 .630' /lNA ♦ W X62" 6F---1. 200" 630' LJid1111 11 1 °�062"I 6 �" X62" .200" .062"I 630" I :200" m „ 608'630 1510' 111 1.250" .971" •588' 11 Z� � R��� 1 169' 971" y 69 } .971"' .0955'' 1.708" 4-.095' 4.069' 2.822" 2.728' (1 a <12z Z o 1.2 0" ' 1.250" 1.200" .095" .030' 2.748' Z to §W ii 5.745"M�� 5.745"MAX. 3.610" w tl~w^®z € Oj WALL O BUILD OUT WALL ' HEAVY 2-LEG WALL 4 LITE 2-LEG WALL O HEAVY HEADER/SILL O LITE HEADER/SILL I , t'u3i "=6 SCALE:HALF SIZE SCALE:HALF SIZE O SCALE HALF SIZE O SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE //7 Ow m WHERE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS {' 2.655' r Gi s �.- I 1.825' titi,..T 14 2.655" I {� ' .875' 2.195' 1.230' 1/.1191M1 11111111111321211 - I I .510' , Y '-n 2.655' 2.365' w.. I° .600 88 .51 N 7�( c„l -i `1.1,r. ® I. .510' .460' .085' ....„..„„„§,n \ / L _ �11 I •� i•1 1 0�0 !Loy I -1 IOM'7.5 O 4 1l:.•' II 90" um m Iin CAo n 895' z�{EdIV� 105 n' ;621' ILO' Nin1N 1 M o '1060'. ''1 I vas _ TY• 831' ds+.105' to TYP T ni rl . -Al+ ro Il 105 ;- TY .105" k 1 230" 1.069' I �.�.621 re °" 1 w m .621' 875"�, TYP. 3.635.. ♦ •_l { � E 7 I 2.300" II .781' } '}-}�250" 4.510" k 1.985' #I 4.510' J. 2.195' Y o 4,510' k a o g �, 2.195' X m o .1 77 SILL 0 70 11 12 SILL ADAPTER EXTENDED SILL ADAPTOR MID SILL MID SILL ADAPTOR o SCALE:HALF SIZE O EXTENDED SILL SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZEEa 0 SCALE:HALF SIZE SCALE:HALF SIZE 1< 1.994' 4.603" .143' .143' 30.225' .314•• 1.708' v LL 4.140" 1. .043.. 325.. MBA .258" .297" .060 .150R��� 3.963' 'Eip C7 .030R 054" _� 1,022" 1.570' .510' Rp7 w �p a1��Q .069" 3.410, .341' o N 01 6¢ i5¢` i 1.721' 0.080' v 5Z id 13 TYP. 6.8 SLAT/BLADE 17 6.8 STARTERMill .682'' ; 1.630' 1.096' • 0.080' 0.117 " 060' l SCALE:HALF SIZE SCALE:HALF SIZE 130, - I.2, N 2822' N _ P _ ;E 6 Af 0.I15, 1 $0 } 1 Y ctiso I S�.621' g... 4.510 '-7 16 RADIUS CEILING HEADER/SILL N 0.096' 11i a WALL SILL �`� � .310' o v SCALE:HALF SIZE ll .180' L. agt 1 4.102" m ,{1.080' SCALE:HALF SIZE LiF2 E21 G .227"11 630' .080'1Ill 0.080' -233t1M®DPfi 1.1... 054" -'1---:-..1) GCALIEs 5-23381 - .420' - PAGE DESCRIPTION. 0 CEILING HEADER/SILL 0 6.8 STACK/CONECTOR SLAT/BLADE SCALE:HALF SIZE 0 WALL SILL CLIP °93 w SCALE:HALF SIZE SCALE:HALF SIZE S • FRANK L. .375m ```1Lti111111/// /Pk716/6949NARO0�EE� 1.950" N• lr 4 11 Isr 125' 2.018' 1410-24 THUMB 200•• �� �� • 'g m SCREW 111 ., STAINLESS STEEL 'I` . - �••'•L}GEN +- �510� so o III1m,1,. Z ASSEMBLY = �,�1: 1' r�) 1 4 ( `II m m�il� 320m HOLE o �o `� NoPE0046549 _ = 00 t2 6 o z r0� _ 1 - N wN N R u ,o 0 w .050" • II WHEEL o ...---F---1%.o m =b [�=P SN j .062' l-@ j,® Q 1.100" .240" _- • o �,O••• STATE OF w m DI '� I 1;1 \ 750.. i��•'•.j°(ORIOP.•''G I Wi..,V1 $un I 5' MAX. II TYP.AT EVERY OTHER En //SS on a ffi { # 20 RECESS SILL FOR USE WITH INSIDE JOINT AT TOP. ////TONAL LSS UJ vn Ai i~ 19 ANGLE SCALE:HALF SIZE ® AND ®ONLY CYLINDER-SOLID BRASS,NICKEL PLATED Za Uua 1 22 ROLLER ASSEMBLY HOUSING-ZINC DICAST,POWDER COATED (�np G ggg ___ _ SCALE:HALF SIZE 21 SLIDE ROD SCALE:HALF SIZE NOTE.MAY BE KEY OPERATED OUTSIDE OR THUMB 1.:1 oLmOaZa SCALE:HALF SIZE TURN OPERATED INSIDE. Z .250' 23 BRASS PUSH LOCK . .--...1_,. mow e�B SCALE:HALF SIZE OK sow I I' NYLON WASHER 2 o _ WORUIM OwI' �I� (NYb0-- OP276' 60 . ~ -14 x 2-3/4"410 HT S.S. oo SCREW W/ m 1- �` ^ INTORTS TC ULTRACOTE COATING 2.250' Otri711N rl P. In TRACK ITYP TOP 8•BOTTOM) b, 11 NTS YLON BUSHING W/WASHER: .154' ,137' tri --• W�, 7/16"0 x 1/2"@1 INTERIOR JOINT TOP �_ m •224' 4:� EITHER CAN 1BEaUSED ON EXINTERIOR OTIERIOR BOTTOMNT 26 BOX CENTER INSERT ' 2.750' 2.000' °A m BUSHING ASSEMBLY DETAIL O SCALE:HALF SIZE m....,:41 O�° M 24 SCALE:HALF SIZE 0RAINGUARD 28 DECORATIVE FLOOR TRACK Zm 1.978' SCALE:HALF SIZE SCALE:HALF SIZE U 2.125' .623' .236' .2B6'r267' 2.702'-1.110' _ � ca m i =MEER1.084' .090' o t� m mIl-' G. ,.200•' . iii 11 (....j.r4j o la 1 0 26 m /�6' WI - . o0 1.100.. 1.100" N N N o .190" .250" ry s 1.068' .239' ^ N 2506' v kl �N iii � 125",15- .125" in .190„ 4 t25" _¢¢ i. .160' I F• I.062' iv .222''-Y I .062' .176' u' - $ �$ g 29 2003 6.8 CENTER MATE 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER 33 OUTSIDE CENTER MATE 34 INSIDE CENTER MATE '$$ g5 " � 3i SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE W d G i1 474747 062' 7/16"0 STAINLESS '1 SZ�St / STEEL NUT `; NOTE:ATTACHMENT SCREWS FOR C® 5.500' x 13/16' WIDE .r--i•.400' J-� F END STRIPS SHALL BE 010 TORR }I , VIII ` HEAD STYLE VARIES w^ OR PHILLIPS DRIVE SCREWS. gig A �^p -, HAND-TIGHTENED ONLY. 3 C VIII ,., `I 38 THUMB SCREW f �°b N _n .�� I I >iy,_ • SCALE:FULL SIZE .250'.r-:I x T MACHINE x1 OR 5/16-18x1 .� - MACHINE SCREW STAINLESS ^N ", 188' 5/16"0 INTERNAL STEEL o X �a fwyf 001'/R112RFRNKLB91MfWPE. HTYP THREAD 37 T-SCREW INSERT o O. - 15-2338 4.500' Vi 1.050' } 4..689' POWDER COATED,ZINC DIE-CAST SCALE:FULL SIZE SCAM SECTION A PAGE IMICIIIIMON, DELTAINDUSMODEL 2022S 36 T-LOCK ADAPTER I -,. ^ �� .254' 0 '�•0 7.000' �F (OPTIONAL) k <u "' PHD STRIP 1" °" 35 BOX LOCK SCALE:HALF SIZE _ 13 SCALE:HALF SIZE 39 2X7EXT ANGLE 2" St 3" _ _ __ _ ___ -- -- --- ---- _ - -- -_-__ - SCALE,_HALF SIZE u SCALE: HALF SIZE --- - - - - ".125 1 —7- !,:in 58566 Hunt d°IMO T'LSLEn some IA'3l1/Oti30(Ill1'.L n� W(_4� W SS31kC Nd G$N11 85NU`N3 �Ob 9tlNOW ISEM 004 5-.---.'' WW'S538d709NN33N19N3�°T13H:B �vmN�s n�mn5r iaue�m +um tiUr'a CO x 1 �. me-m(95611d 0595555(45611d S ❑OJ bum] ue wnulwn aesao • Z44EE IA'HOV39 Ol3Idll33O 1 PP d PL 9 P Itl I IUM «TT a6 085E. / ®1/l1'1�■i.�■lilt■/i///�■ 515va/zrmmn3M3110 °gg • r b d Ni Na ;� - f..1 1 2 vl (..Z.u5r�ui l 1 WM =HD WMN° Malin to o o' • • QSE a 8 * a o:Z . %s- . oi> w c� W r °m }" Sao w = 4 �: O� xx O mw�w i 5-- 20 O a IIPy'e __I . 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FA WO S o E TABLE 4 OR DOOR w u_ w m REFERENCE ANCHOR '`• W/NUT @ 1,Y' E.OR SEE TABLE 4 I r u OR DOOR &FOR HVHZ w w' 19 _ &FOR MVHZ r U N m SEE TABLE 2 r"' m SCHEDULE FOR MAX. _ #14 SMS(�6��.0 No PE0046549 Q 2 ' o SPACING -\ (TYP TOP-_ OTTOM) :lr- SEE TABLE 2 0: FOR MIN. ® m '/2" * rrnn FOR MIN. ® ,T,56,_° SEPARATION _= u Oil_ 1 U i ,- SEPARATION XmTO GLASS N 0 iii'2. 2.. II^IIl am._ 1/4"'-20 THRU BOLT W/ 4412 '• -, �� Mt-8f TO GLASS Q=¢� x SMS @ 12"O.C. X Z�Z m w LOCK NUT @ 12"O.C.OR 2 r w m OR 3/16'•0 ALUM.POP Q w' Q¢ 0 _ STATE•'1 e, O n OR 6 0R • 412 x 1/2"SMS 12"O.0 E.S. v r¢ Y w oar w F(OR O �'� O RIVETS 6"O.C. OR 1/4"0 o j�(n��(( i OR 3/16'"0 ALUM.POP Z N r �° �; m �V4/OR�� '� t9.0'• .... ^14, gtui RIVETS @ 6"O.C. E.S. p = ALUM.POP RIVETS @ 12"O.C. Q '4, 4.40 Tn E�z • OR 1/4"0 ALUM.POP RIVETS 11 AND O2 lir ^— *1 m r /11111 1 OW S @ 12"O.C.E.S. i -'II-'�-T 1/4"MAX.FROM PIN J FOR SIM 1 ' �U _ _ '-� 1� 1/4"MAX.FROM PIN ASSEMBLY u I'7 � ® 14 ,-;;;RE,,w 'qaQ dg0 n 09 AND OO li' IIIA GUIDE TO BUSHING La 1/2'1 mllr,1/T'TYP. GUIDE R BUSHING FAQU11E5 • ' '; M w o t Q $W Lii o 1 ==�— WASHER(TYP.) SEE TABLE 4' o= w° 104~ __ ASSEMBLY WASHER(TYP.) II+.� IIS II�', 2 u w Z ION p /_441111�I0,1/2"TYP EXISTING CONCRETE, W 111011215,1p902511 „'''.-'`_��- 4 CONNECTION TYPE OR DOOR— SEE TABLE 2 a L7 o m w W 1 O•{W j$„ �� 'L-'— BLOCK OR WOOD FRAMING X Z O Z m 0y�1=7 �/ �' REFERENCE ANCHOR FOR MIN. ¢w m¢Q 3 A z 4' IIS �II II ' EDGE _ SEPARATION w o'I' Ili*' , fq d sw Z w ,• 3 CONNECTION TYPE DIST. SCHEDULE FOR MAX. L N W m �'%� , REFERENCE ANCHOR. ��� , SPACING AS SHOWN TO GLASS u¢ 1147/ ,JWQ �° / ' EDGE SCHEDULE FOR MAX. 4 CONNECTION TYPE IN DIAGRAM ON PG.10) �— / �����01ST. SPACING AS SHOWN REFERENCE ANCHOR SCHEDULE FOR MAX. L- 3 CONNECTION TYPE IN DIAGRAM ON PG.10) L3 m } SPACING.ALT.FASTENER p ORQ.R REFERENCE ANCHOR EXISTING CONCRETE, LOCATION.FRONT AND o SCHEDULE FOR MAX. BACK ANCHORS NOT REO'D ��• O 1/4”MAX.FROM PIN 0 BLOCK OR WOOD FRAM! , r. / \ 1-----E11 SPACING.ALT.FASTENER WITH THIS LOCATION 2 GUIDE TO BUSHING P! • / LOCATION.FRONT AND Ct CONNECTION TYPE �/ \ REFERENCE ANCHOR _ WASHER(TYP.) i • 1/4"MAX.FROM BACK ANCHORS NOT REQ"D O INSIDE MOUNT SECTION SCHEDULE FOR MAX. 19 WITH THIS LOCATION g1112 PIN GUIDE TO SCALE:3"=1•-0" SPACING v 5 CONNECTION TYPE ' -� BUSHING WASHER O INSIDE MOUNT SECTION ! REFERENCE ANCHOR =~ 1Q m ll IP,K-V—i (TYP.I SCALE:3"=1'-0'. SCHEDULE FOR MAX. Ilurg€4°64,6 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 Z'S D Fri \ ` J / WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS (`O BUILD OUT MOUNT SECTION -m'` A MINIMUM OF TWO SETS OF ANCHORS AND ISAMINIMUM u TYP. BOT TOMI EILING TRACK USED WITH THE BASE TRACK 12"LONG.THE LMUST L OR CBE CONTINUOUS • EXISTING TE. BLOCK OR WOODFRAMING SCALE:3"=1'-0" E g I OVER THE GAPS BETWEEN SECTIONS P? c oK EXISTING u1, EXISTING CONCRETE. �/� DIST!, 4 CONNECTION TYPE STRUCTURE a o g BLOCK OR WOOD FRAMING C2 CONNECTION TYPE W/EXTRUSION /J2 q. 21 EMBED 01 CONNECTION TYPE /�- REFERENCE ANCHOR EMBED. 5 CONNECTION TYPE W/EXTRUSION #1 m E at REFERENCE ANCHOR m �"fI �] SCHEDULE FOR MAX REFERENCE ANCHOR I SCHEDULE FOR MAX. w ���"��"""'!!,LIW, ��©►►//®1, SPACING SPACING SCHEDULE FOR MAX. a SPACING AS SHOWN ®"�!!� �,, L i /I, 1/2"IN DIAGRAM ON PG.101 NI -- II `e�� ��--,a,„,,2l '" CARO Lei ILS it °OE 4w 1--(m S o A---Ewl J 1 1 GLASS F HUll o rid ff JI_ OR OOOR rr- Som" #12 x 1/2"SMS 12" SEE TABLE ■ 'S M 11 o 4 FOR ASIIE w w j w 1^ a ag ^ O ...:..- rw @ FOR MIN. ® 'zuW .11111111 04 om � Elm di m O.C.OR 3/16"0 ALUM N @ ISPARATION f ✓I ,� A:IT f®FORS I-N= POP RIVETS 6.O.C. n: X .oZ4 GLASS OR &FOR HAHZ 1 o OR 1/4"0 ALUM.POP Q oQrDOOR wGLASS I SEEUI ® S r z RIVETS @ 12"O.C. mit 111•11S w FOR MIN. 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BLOCK OR WOOD FRAMING 8 �i SPACING OR 1/4'•0 ALUM.P.• BACK ANCHORS NOT RECCE/ • AS SHOWN DASHED) WITH THIS LOCATION cr RIVETS @ 12"D.C. '�3 O WALL MOUNT SECTION O CEILING / INSIDE MOUNT SECTION O WALL/BUILD OUT IF SCALE:3"=T-0" SCALE:3".1•-0.•___ SECTION — — — • • FOR•STM FA ?MAI • \`\\\\I1111'!!l�81NK L�NNPAU .EC, FACIL TIFS SEE TABLE 4& 7l!•-•.,, FOR HVHZ SEE TABLE 2 LLEXISTING 1/4-20 ���titt ,At.. GLASS OR MIN.SEPARATION 10 o, en'''. STRUCTURE ALT.LEG DIRECTION MACHINE `�P,• N •:✓, • OR I CLASS ®- (2)6063-T6 ALUMINUM 4. \ 3F 2�= � I co,,5,:.. ^ BOLT W/NUT NO PE0046 DOOR o:w, II pi ANGLES PER BEAM END, @ 12"0.0 OR _* Si9 _ w O= SIZE PER SPAN TUBEq14 x 3/4"rNo 1/4"0 ALLI SCHEDULE _ * ;*_Yr POINTS SOLID � SMS 6"O.C. SPAN TUBE SCHEDULE rr�n1 �0 • • =w Q o SET ANCHORS :�: SPAN TUBE NUMBER OF U' r`Z]Q agl WITH 7/8"MIN. _ _ -- ALLOWABLE TUBE NUMBER OF 1.11 I OF '"'Q :tViN Vai Z r;I21JLSHOL4 IN =� '= PER DESIGN ANCHORS PER' \W Ie1 $S X L7 R IiII� Z ACCESS HOLE SCHEDULE TUBE SHUTTER SPAN THRU-BOLTS ANGLE i 9 RIOP,•• ..., WP1��r• w D J� ,_� SRE SPAN i •'� \ �NJ 8ETOP BOTTOM TOP BOTTOM TOP BOTTOM H� a=LL N y�1 , Z r O I- �LTIRE TIRE TUBE TUBE TUBE TUBE TUBE/! :�\, ■ �� G I I (:.illiF - Y � r ©� - E.0 0.125" 96' 101.T 100.9' 2 2 3 3 7' T Ula §Q Wg m < =o �' J'� w 123' 89.8" 94.4° 2 2 3 3 T T u po O]N ji'I_ D.MIN - 411 �� 11111111 II sr ZX pyOjW� ED CAST. 60" 129.1" 157.0• 2 2 2 3 4° T ZX N KK!! J r/2" pp FOR ASTM E55_NTIAL FAO(TIES ® 4 0 0.125"a96" 114.8' 124.1" 2 2 3 3 r T W U,•4 W:,-,E2 " 2 {- O 1/4"MAX.FROM PIN GUIDE ll SEE TABLE 4&FOR HVH2 SEE $� Z 123° 1028' 109.6' 2 2 4 4 10` 10' _ 1.1 j 1 p ly"£ l7 I Il�ui' TO BUSHING WASHER(TYP.) GLASS TABLE 2 FOR MIN.SEPARATION jr 6.14 w 60' 1380• 1969' 2 2 3 3 7' T U) ' w OR DOOR 'A/9'1E: 2 o8'5 98^ 122.7' 155.7' 2 2 3 4 T 10' 2111 TWO 1/4 4 WOOD f 0.125 I I'll LAG SCREWS @ 24" 1/4"B THRU BOLTS M w Q fill " 0 m 123' 115.4' 137.5" 2 3 4 5 10' 13" O.C.MAX.WITH 2" SEE BEAM O r 60" 1561^ 2400^ 2 2 3 4 T 10' THREADED PENETRATION 3"MIN. , a SCHEDULE FOR w r 2"010k "T"INTO CENTER OF STUDS ED.DIST. ( 0.1875' 96" 140.8" 229.8" 2 3 4 8 13" 16' EOUIREC©O BER" N 123' 1322" X3.1" 3 4 5 7 13` 18" ti EMB."T• N14 SMS @ MIDSPAN BETWEEN --e�� � 1/4"MAX.FROM PIN GUIDE SPAN TUBE SCHEDULE NOTES: r. m in Lt. STUDS FOR TRACK TO 1"x 4" fri!:,' • TO BUSHING WASHER ITYP.I 1. USE 2"x3'x1/4"OR 2"x5"x1/4'ANGLES FOR 2'x5'&2°x6"BEAMS. 1/4"0 ALL / ' 2. USE 2"x5'x1/4"ANGLES FOR 2"xe'&2"x10"BEAMS. PLYWOOD 8 TUBE CONNECTION POINTS SOLID is 1"�� 3. TOP BEAM TOM BEAMS FOR DBE USED i ' .4 STUCCO FINISH 1" 4" .125" ,JI 6063-T6 LUM.TUBE SET ANCHORS - SPAN TUBE PER DESIGN 4. TOP&BOTTOM MAY BE USED TOGETHER OR IN EMBEDMENT 7/B"MIN. SCHEDULE COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED EMBEDMENT IN ��--= TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. 10 rn THIS DETAIL TO BE USED WHEN STUD SPACING CONCRETE OR / '! 5. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH N '' ¢m BLOCK-.3"MIN 1/4-20 MACHINE BOLT rn SPACING AND 3" I @ SHUTTERS SPANNING ABOVE AND BELOW THE BEAM.MID-SPAN 5.6 n 0 EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. 121 bOb3-T6 ALUMINUM W/NUT 12"O.0 TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, G'� MIN EDGE I ANGLES PER BEAM END, OR 4i 14 x 3/4"SMS @ ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN Zm .-5. O WALL MOUNT SECTION THIS DETAIL MAY DISTANCE. _ • SIZE PER SPAN TUBE 6"D.C. AS THE SUM OF THE SPANS ABOVE AND BELOW THE BEAM. - SCALE:3"=1'-0" ALSO BE USED SCHEDULE O AT TOP EXISTING ACCESS HOLE 6. LAP BEAMS ARE NOT ALLOWED. F Q STRUCTURE ALT.LEG DIRECTION 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. rCC IT EMBED. - ? W W Y MAX.DESIGN LOAD=x 72 PSF E 3 g gE O BEAM SPAN SECTION ,-� `e -GLASS 1111 cc F o SCALE:3"=1'-0" _ FOR ASTM ESSENTIAL o :-P I SEE TABLE 4& OR DOOR 73 A' in Lc FOR 65HZ SEE TABLE 2 N I EXISTING WOOD S FOR MIN.SEPARATION TO X Z TRUSS OR RAFTER r. m 1/2" 3" 1/2" I GLASS Q a @ 24"MAX.0 C. �I-1/2'}_1/2' .1'17 ii 1 F 'A EXISTING FINISH i PI + _` _I \ --+w111 © QMATERIALi �G�►�o,,, 1 5--��1/4"MAX.FROM PIN GUIDE i II i oiiiii yyIJ ''• TO BUSHING WASHER(TYP.) 1"x 4"x 1/6"6063-T6r( iw [ 111 bgALUM.TUBE W/THREE .I: i I ' W __ [ '^�, _ I Q a a �6$ ` g L i 1/4"TILE ITYP.1 1/4"B W000 LAG S...11 II I' II / `$� F �........... FINISH MATERIAL SCREWS WITH 2-3/4" wI !II,, �y�� , �` :3' S:::C.:::.::::::::(:�:::��5' 3/4"PLYWOOD MINIMUM THREADED /�m`o� ` l �. $ `\1!1 PENETR."T"IN WOOD _ ""1/4"m A325 GRADE THRU BOLT @ 7"0 C. �0 rk�:�-1 OR 5/16"0 A325 GRADE THRU BOLT @ 12"O.C. EACH RAFTER OF TRUSS. `, \\ ill e °O°���A GAL V.OR S.S. 24"O.C.MAX.WHERE rift ©O ' ` i/ IP 0. i `1 dm "` TUBE EXTENDS BEYOND 1 [rift; $ D H s I �- 1/4"0 ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THA• - ..I - 12 y 5"O.C.W/1-1/4"MIN.EMB. 6", EXTEND TUBE TO w / 51,86;3T6 OR 1/4"0 LAG SCREW 9"O.C.W/1-7/8" NEXT TRUSS. w ALUM.ANGLE W/THREE Hrq rg > I'$ MIN.EMB. IN WOOD SG 0.42.TO 0.55. \� _II r�=po 1/4"O WOOD LAG 1dOCO G@ 1/4-20 S.S.MACHINE SCREW(� li w SCREWS WITHL 2-3/4" rtFMKtL91»wmorE EXISTING CONCRETE, 12"O.C.IN BETWEEN TRUSSES ® N 1 z0 u w MINIMUM THREADED 15-2338 HOLLOW BLOCK OR WITH 1/2"0 ACCESS HOLE ON L'1- = PENETR."T"IN WOOD @ 2"x 5"x 1/8"CONT. BACKSIDE OF TUBE OR 1414 SMS X z O_,m EACH RAFTER OF TRUSS, SCAM - I - WOOD FRAMING.SEE . A ALUM.ANGLE(6063-T6) @ 6"O.C.MAX.IN BETWEEN • ,,0 Q¢ 24"O C MAX.WHERE PAGE D0C1uPRON: ON TYPE OF ST. Tp a r E ON TYPE OF STRUCTURE �vI ANGLE EXTENDS BEYOND S Q 64.ST EXTENDS ANGLE TOMORE AN - (MAX.DESIGN LOAD A 72 P.S F.) 93 0 w SCALE:3"=1'-0" PASS THRU DETAIL (MAX DESIGN LOAD A 72 P.S.F) NEXT TRUSS. O TRUSS MOUNT SECTION 0e __ SCALE:3•.=1•_0..