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HomeMy WebLinkAboutProduct Approval y � N EW e . _ bpr SCIS Home Log In User Registration Hot Topic Submit Surcharge stais&Facts.� Publications I. Contact Us i BCIS Site Map Links Search:1 prdi3uct App... USEW Public User ih tI>(qo.,(yGrAnrtiiCafioir;a aii:11>AWZcb ioh I:kt.>Application.Detail FL# FL 13757-R6 Application Type Revision i Code Version 2017 Application Status Approved Comments Archived [j 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/Email 400 west McNab Rd. Ft.Lauderdale,FL 33309 (954)970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Ercall 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&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L.BLANCO,P.E. D Validation Checklist-Hardcopy Received Certificate of Independence FL13757 416=C-0I fndapl,:pd Referenced Standard and Year(of Standard) Standard YeEhr 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 r FL13757 R§--U_Ouiv Eqojvl.pd. �.Za:!_Sit� r�uiv Er�.u)oz.naf F1 T.7 7 RSz gtll lsti, P 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 09/22/2017 Date Approved 10/10/2017 .Summary of Products. FL# Modelr 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 Fi..13757 'arw II Dwial,bdf. Approved for use outside HVHZ:Yes Verified By:Frank L.Bernardo,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 FI-13757 RG Al 6401jdf 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 ELL 757 R6 TJ_D,6t0 I f 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 ,moi t 17 7 R6 AE —Fadilndf. 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 TI-13757 R6 it b!Aj t2tlr 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, PuVS7 R6 Ar: gjtj13,,2ff, anchorage,etc. Created by Independent Third Party:Yes Back N6xt Cuntict tFs::7fifit HM.(r 53:n,�+ g5x�r,�ttiliassen.Ft.az3h5 LMlPA9i 'LZA02A The State of Florida Is an AA/F20 employer.Convriai-it.?007.70j,-$talc bf Florida..::hrivuv.SG'+CcmedC::°ASCet IA1ttr,51LufenC':::_Wand S atemcn(, Under Florida law,email addresses are public records.If you do not want your a-mail address released In response to a public-records request,do not send electronic mail to this entity.16-tea8,contact the office by plitirte or by traditional mall.If you have any questions,please contact 850.487.1395,'Pursuant to Sccdon 455.275(1), Florida Statutes,efFca!ua October 1,2012,Ilcensecs licensed Iirider 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 hem. Product Approval Accepts: Credit Card Safe 6.8 STREAMLINE SHUTTER FOR USE WITHIN AND OUTSIDE THE HVHZ GENERAL NOTES: .. .. ... ..... . .. .. 2 lc,.. 3+9 NnP1+0048y4 .. 1. THIS SYSTEM HAS BEEN.TESTED AND EVALUATED IN ACCORDANCE WITH THE,FLORIDA BUILDING CODE SI]\rH I OITION(2017) FORUSE WITHIN'AND OUTSIDE T'HEIHIGH VELOCITY HURRICANE :ZONE,A'4QTHE INTERNATIONAL BUILDING CODE fIBCI AND INTERhA`E-IOt7ALRESIDENilAI CODE UNLIMITED WIDTH :((IRC)'»THIS SYSTEM MEETS MISSILE LEVEL R AttD INCLUDES ES5ENTIAC FACILITIES AS�DEFIT4ED.IN � , o, ASTM E1096409,SEE PRODUCT"EVAWATION REPORT FOR MORE INFORMATION. STATE OF + _ SECTION Z, POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE 1 �� S`'•:ctORIOP • DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE u7 Fes' .REQUIREMENTS AS DETERh;INED IN ACCORDANCE NNYYE WITH ASCE 7-10 AND'CH9PTER 1609 OF THE ti !� ,,' ?.I (� °tea. g"_ FLORIDA BUILDING CODESHALLBELESS THANOREOUALTOTHE'POSLTIVEOR,NEGATIVE'DESIGN � I } I !tly.Ill,tiC1 '� m 5-i i^�f'�` I!I PRESSURE:CAPACIT(VALUES LISTED HEREIN FOR A ASSEMBLY AS SHOWN: . 3. TESTING WAS CONDUCTED'IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330, > g 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 5. TR. HIS TY STEM HAS BEEN DESIGNED WITH NO SEPARATION T ROM GLAZING REQUIRED FOR ALL WIND 1 .k j W ZONES,IN ACCORDANCE WITH ASTM 1996-C PLAN UNLESS OPTIONAL L ` PLAN VIEW CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND LOAD DURATION FACTOR Cd=1,6 WAS USED FOR WOOD ANCHOR DESIGN. a o I o lu W 'T 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 _ WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 rr SHALL BE USED. .' 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC N ; j SITE. 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL r ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. 10, THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM �ya.s o THE STRUCTURAL SUBSTRATES DETAILED HEREIN i i�fl 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS.. .,• . HURRICANE PROTECTION i xoi,,...`� '&' 12. ,WHEN THE SITE CQONDITIONS DEYI4TEFROM TH-Si APPROVAL DOCUMENTS THi=BUiLO1NG -BOTTOMUIRE; a SEALdB;,ykLICEISED"ENG1NEER.0 REGISTERED ARCHITECT-WHICH;DETAILA;NDJUUSS'TIAFY;THE � '� TRACK DEVIATION'AS A CONDITION TO'THE BUILDING OFFICIALGRAfITING,H155//HER APPROVAL: LOCKING MECHANISM,SEE 13. EACH SHLIT`.T'ER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE.f,.LLAWIIVG-MINI.MU@1 TYPICAL PLAN VIEWS ."5. 3 S INFORMATION: TOWN&COUNTRYINDU57MES - v FORT AUDERDALE FL. TYPICAL ACCORDION MISSILE LEVELD ASTM E11196,E1996&E330 i SHUTTER.ELEVATION a TAS 201y262.&`203'_ FLORIQA.PRgDUC}'AAPROVAI<NUMBERTABLE 2' ],. N7.5.s- •' EXTEtIORELEV M 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 `^ 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A - •MINIMUM SEPARATION FROM GLASS MINIMUM TENSILE STRENGTH OF 60 K:S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16'0 5052 ALUM.ALLOY. _ 3 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR HVHZ NON-HVHZ ESSENTIAL Ibr BOX LOCK AT CENTER OR SIDE CLOSURE. ,FACILITIES. _g S 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS,FIELD CONDITIONS REQUIRE. - SHUTTER $ g,. 18, FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS',USE REMOVABLE ANCHORS. $ 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN:RADIUS OF 10". 1PAN,. INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS dISC S� 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH 5 37 ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE ' sl 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL.BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE I , & 5£H m 22. SHUTTER MAY BE INSTALLED WITH UP TO(2T ADDITIONAL-BLADES OF SLACK, _. 23. SEALANT SHALL BE USED ON ANCHORS OR TTRKSACWHEREVERLVIgT;_R 5EE?AGE IS POSSIBLE. 72 2114• 1-518' 2-ale' isle' ti 98 312' 1-718 3-518- 1-710" TABLE .I: 120" 4-u8• z a ira" z �. _ TABLE I NOTES: 1 4 DESIGN PRESSURES SHOWN IN'ACCORDION 44a".-. . -718' 2'- 5 Y :.... ' ACCORDION SHUTTER SHUTTER SPAN SCHEDULE'ABOVE ARE - •..:: .,;. `-< � �-Ix 'E: T MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: SPAN SCHEDULE 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. AT EACH RESPECTIVE SHUTTER SPAN. 2. ND HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER FLbTaTSIv.- - -15-2339 SHUTTER. -DESIGN. DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND ..' SPAN PRESSURE PRESSURE BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A SCALE. - ' . DESIGN PRESSURES FORTHE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". ?!1 :R�?5&?JL4I1I PSF PS SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30•SHALL 72" 100 100 HAVE ABOVE 7/8'MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8'WHEN>30'GRAa E. 09" -70-- --- - -70 - ----- - - -- 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS 15 NOT PERMITTED.FOR SPANS BETWEEN THOSE,9.9 .....120' 53 53 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT IIIGHERSPAN SHALL BE USED. -- 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM 144'.. 43 40. E1996-09. ... .. ... 20.2'7 PROJECTION VARIES `y``�� .L rir fP1 .a4s+vu1T'r; 2.874' - 4.a74'MAX. __ 0.115' Il l . 1.706' i 4 «--' Ivo ps 0 .450" 1806Do6z- L _ . . _. :"-D .�oso.lao 100^ .,1n 0.195•. 9_. .e --•--i „.�- ;.r4 S7 ocv Q19S 0.070•. .o ., x L- •n. •---,Z:824'-'� s,�, 17OF �P c a 0 067. : .£ � € 14:062-•. :. . 0:6„D"' � a w • `�."-v �',9`-` 0:6,30' ,.i+ 5993 i 90 .�'� r"�ORIOA `• C'%. m„�u„- - � �11 i�J;E 0.630' O:D62` .1 D h+�lS4 SG 0096''/��p?;/*�?1_E. � J(� • I �J.::,,L.;1 _ i, ..'�;n,. . 2,469 0.971 T-11:: � 0.143 '-�'�1F'''} � 1, '�rt�1.' -'"+'I�Ptlll"it;, W� LLyW `� €I 4" 630 . U!uY=S x } •:••0962 ;.0200' f .O:O6Z• 4:200• i y 0064 ' ,. 0.630` 1 x:062 j f 14$9 . L9t�1 :�Q¢mZ .745'MAX:.`.T ',. SLIP-PORT LEG OPTIONAL WW ON.�_ ..4.06.2 Y`... °.. ..Qi' 1 ..... $.745'MAX. WI� � i W �j WALL' O F3LIILD Qq WALL... O3 •STR Ar/.LINE CEILING TficA04 .O STREAMLINE WALL TRACK O HEAVY HEADER/SILL LITE HEADER/SILL 1 ow w SCAL;. HAtF 5 2E T" � - SSC ttE hAtF yZ.E, SCALE'Nr,V SIZE SCALE:HALF S12E , SCALE.HALF SIZE- `-✓ SCALE HALF 512E �D WHZRE SHOWN,SCREW BOSSES &FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS M 0.1374".{- ..:.3:655' 10;875' .� . 2:195' j-1.230 ! W N 1` ( i I 0.060' l F0.x a. III %., .�,1 ��2• .cyyT O m --'2.655'-' :r7. �.f n%. n '1 i -... ❑ C L-3;069` � r :c�- �. ��- n. ,.i I ''I: {10 m., � o D lU5 �• € I � _.,�_ .-.- 4-&}'�- <uI: � •z-�-•'. t. ..1- �'I ry ry 1,frl � . {--'- 4.510`- 3 S. o.los^_ .`'^ 4145+• ;.es9 i�0`,o5 . l 0.075� 2J 1Lj .- ............. -I �-1 [r f ' _ :�b8s4 v `k 3j !, ry -i- NOTE:TESTED THICKNESS OF 4: o'. 4.510U '" BARE METAL W/O PAINT IS 0.039' '' v o.7a1-..` D.D . 7 SILLSILL ADAPTER c� :EXTENDED.SILL }� EXTENDED SILL ADAPTOR 1i ADJUSTABLE SILL BOTTOM 1� 6.8 STREAMLINE SLAT/BLADE ,f SCALE HALF SIZE` @' - - SCALE HALF SIZE' SCALE HALF SIZE SCALE HALF SIZE ✓,"SCALE HALF SIZE S: `M1 SCALE HALF SIZE -, 0.080'... 0 477'Y 1 S7D D S10» 0.143° 4143": .#- OS94: 0,341 '''• L'':4S 0.070 0.245• { j.0AQ- 0 096'� a .753" m .4.115' 0080 k4:i17' z 0.090"ry {046' ii fr s � � 4180 -„ ° ---- 0.682•' ---. I'Q:63C 0060'_ (} :.- I I e xo'lroustu'ztierwnort It^"'�01044'L^ .,`0;227•• _... T'� ......1. ..- �\�. --F i: {0 693'+.. 5.2339 . NOTE:THICKNESS OF BARE ". 2.822° ._ -^1 675,•,-}: •t0 42b•, OEFL=ate » ka 6c8 SCALE Z E STACK 18 sc l� H LCE F572C 'HEA DER/ ILL 17 n&,aaAF'.TEft.. 1$ WALL.,*SILL Cue 18b t3A6L 5'LL METAL W/O PAINT IS 0.039" �i i. N ` STALE nk_F 51ZE nLE HAL451Z4. SC SL£ HrtLFS�iE. . � a _ .. i-1950' y`C`��1 11 lywyldy F pequnpa0 t•,¢., 11.11 Ill! � 9 0.280�( NYLON WASHEF OR -{ 0.125° .0:810' STAINLESS STEEL 1"i 0! .. ALUMINUM T ASSEMBLY `�`� 0.357 �jf 0 320 0 HOLE �., �QSQ� f� 0,276" �--1 MapC o : _j__- p H'. ... 10 x 2-3/4.410 Hi S,5. +mak AQ/b,�4 i s c i D 880 ¢ ,KYLOi• c� �- °�' 'INSERTS SCREW W/TC ULTRACOTE rpt_ 0 591 1{• r,O ri I :D,OSp. -ti' WHEEL o 10120 0�.: O COATING 1. rT 100-' {-0 2�b' r � '* TRACK (TYP TOP 8 BOTTOM) 0 062 •t�cP fo9''For w 6 a.N 1 :NYLON BUSHING W/WASHER: • ,/ ,q)DA -L, i }- 5"MAX, T TYP.AT EVERY OTHER .0 6 0 ,0.750' 7/16'0 x 112'@ INTERIOR JOINT TOP ~0 154-}yl'.�0.137' ��il�fi/yl( ,Gy',L1 {n uN w y INSIDE JOINT AT TOP. -� 7/16"0 x 1"@ INTERIOR JOINT BOTTOM - y. Z w w CYLINDER-SOLID BRASS,NICKEL PLATED .• - EITHER CAN BE USED ON EXTERIOR !!/'k 1,{1 I t lel Zw 0 "=ems ' 1 ANGLE HOUSING-ZINCDICAtST,POWDERCOATED < -�- rygia < SCALE HALF SIZE ROLLER ASSEMBLY 2t: BUSHING ASSEMBLY DETAIL 26 .BOX CENTER INSERT (�jL S9awm0p -S..ALE+HALF SIZE NOTE MAY BE KEY OPERATED OUTSIDE SALE.HALF SIZE SCALE-HALF SIZFotm - OR KEY/1T'UMO TARN OPERATED INSIDE. �. W .o n.11!9 ^ .. �..w ®_ 7;yduASS PUSH LOCK [+). Il J..,SCAL E,HALF SIZE 3 W �wz N� Ww y: - ROSSS" 1 978•... .4.000' F�_ 0236 L72d'_ 0.286' 1.6w4 -. 0.2677 3 0 ` :: •�. a 0 790 (C 0+10" 0.3�Q' �t0:531' i. 0 531 j 0065 { P f Os6�a1 ( . ^ t ' - a , e 0.250 - d ( c •�.,.: I. 060 _. �. 70.607'. a �j.7�'�f D 09 MM+�w�ii 1 •_ I a �. "° ri: meg. .... t:... 1 . OIlII 1.0224 e. 0.239 I- iu a.. n vl.r'� ; vs 0.496 I j+•0.240" `�,°..1. ( -1,•1', �::.w.r � � ��y�P.��¢� S i750' 2@8 ,". -'--2.D00'•� .. .:^. :.:,,.Ii758-{` J ,..1 _ .�� .L.. _____9_.-.I' 1 ,� y27 RAINGUARu •... 2B➢ELORkT11'(E, rL"GOR :TRACK -� q7$' .•44yy----.. �L z"�' m SCA E IlfbL°SIZE 0 11.' 0222 y r �., 160 LDOl�io.062' 0.062.., 0082 '}-0176 .: 30 TJIaIM TEL '- 3 MALE BOX .CEN:TER 32 7 "Lr BMX'CENTE,- sa SCALE HALF SIZESALE HALT:5lZr_ CA . L Oc o .. 55D0'x 13/16"WIDE,. .. a I ....... 7/16"0 STAINLESS P 157 STEEL N OP I .'D.438" rn tea` ( LI 10.188' 5/16-18x1 MACHINE SCREW TYPE: 5/16'0 INTERNAL STAINLESS STEEL E ^07121` }-}0.689' „POWDCR COATED,ZINC DIE-CAST THREADS rEAA STYLE itARI SECTION•A DLOCK_ADAPTER. 37 T SOnt1�1 tIVSER 38 �IiC!)vS6 CG EtY` p ! a e• �I .. LTA MODEL 2022. gu qq „7 IIJDUSTRI L SYSTEMS (OPTIONAL)n O SCALE rill-51st' O 4L'E FULI'St2£ o Q�54• 400 40b 40c B C iF�CiU G ' 35pax Lock SCALE.HALF SIZE 03X9 � � ` END STRIP 1" :atc•ti LF;51zE. '-z000"---1 " & 3" EXT o 2 {---1.625-i }-1 500'--{ ^"• 1- - •125"SCA LE HALF SIZE �+, 'trD i '?' 0.050' � -'�:.0-^•g+�-r;;^".:. .. d �� �", 0.125._ ., ". Qat, .0.125° OF7.47tltAkKl:bt4,l>:C?E D.093" 025D .o aiaas^. .. 15-2339 Y o0 ALT:_1'-.ENO_..SIRIP �1. ,1,5"x3"x0.093" ANGLE 2`s;2 x3"x0.125"-_ANGLE =79 ANGLE - - - --------- 2X7 -- - 39 � SCALE HALF SIZE �SCALE;HALF SIZE �'SCALE-HALF.SIZE Cry SCALE,HALF SIZE -vSS ..f L8ENtt1RM Pf ANY ANCHOR PER ANCHOR SCHEDULE 0 10'O.C. [5(ISTING` ,�� 5 -gsgl :1�GLAZING. DIST E SCHDU ELE FOk�• No 4004 9 M9 N yq� / ._ SPAN WHEN ' 6, LEG:D(26CTTgN _..... OR 40%'40bFAR m . EMBED ' iq;r~� (INTERIOR) � i .•.;. ��� 11�'F OR 6.85T '' cp�'I�•.. . �(_ EiTi1L 4T. - e: •1T _(K1AX' FART t t0 W.p.. ICK 6063-T6 ALUM. ib x 1*MIN.TO 2'x S' AX. ;n WITH 2t OR• MIN . EDGE. .. .........._....,....:_: —x REVERSED) . T' _.. ,, „� (ANGLE LEG MAY BE REYE 2 FASTEN ANGLE TO TRACK W pIS ANY ANCHOR PER ANCHOR ((2)x1Ux1'SCREWS AT �)"QQc'� , ,SCHEDULE @ IS-O.C. L�:- CORNER TOP&BOTTOM;AND 45 �•C ry: ATTACH SU 6.8 STARTER W/ 012 x 1/2'GALVANIZED OR S.S.SMS $12 x 1/2'GALVANIZED OR y�❑ �a S.S.SMS 3/16'0 ALUM.POP (+` YP 1 i 3/16'0 ALUM.POP RIVET,OR 1/4 20 RIVET OR 1/4-20 MACHINE �'i w : I T USE'(1).BRASS PUSH LOCK OR(1) MACHINE BOLT B NUT @ 18-D.C. A;.T.RNATE END STRIP DETAIL. BOLT RIVET, NUT @ 18'D.C. (EXTERIOR) 5116-18 ufla SCREW lNro THREADED �M7 S.8 STf+ft'iER AND ANGI_r.',. In INSERT(( pAT i/35PAN T02/35PAN SCALE:3"-1'-O>' 'ANY TRACK W/ T PICAL PLAN VIEW FROMBOITOMOFSHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. j �p W HOLE SHALL BE 3/8'MAX WIDTH,UP TO pgF r N. ..J SCALE.3"_1'-0" - 1"HEIGHT. I-WO(2.7') 'TOO �r•��. ,)SE g aRAs>ISUS K-LOCK «�-,' OR(1)S/6-TFr}3� l`iuma LOCKING DETAILS FOR �f�i -82 SEE END STRIP IN5EfT1 CA>r 3/EA>SED' Z'.BL'0(`1`'•2 TO ss 1. RO`1�Pl+N CENTER MATES _ w t '. BFT OF.�7+IfT ER SHOWN ON RANDOM ..6 ,_r SCHEDULE FOR MAIL RFT 1111G.H �SHALt Bf Sa•' DETAILS 3'.1310(4 T" .,/� OA403H4Db ORN S:IN MAX:w• '�( r..-,`13, gyp:•• o .. .}^^F/..IGH. •. 0 .. 7C :'1/4 OR 6.8 SfARTER40 w i m ALT.1'8/0. ':. '1111'. a ,( (" 7:E=00 R . Y 1 WITH 21 OR25. C ' RAK '4' r zD .�•-,{ 30 aDe t SE SPPF.GPR!ATE ` � s'1 TAR "t 5 n:P T ! Q } tf Z . __. y! S E O C •70' PROYDC CLOSi1RE [U!LDwr CO:D!IICA.S. T.3. iI e'•- li ,y FASTEN STARTER STRIP (INSIDE ] ,77 ���� TO TRACK w,(2)410.1"45. Q SCREWS AT CORNER,TOP I t x0125' 'S2 ALTERNATE END STRIP DETAIL.' It BOTTOM . SCALE 3^=1'-0', t.FIY TRACK W/SCREW L., BOSSES, SILL .'. FOR GREATER SPANS OR LOADS TNAN - N 1 : L.1 W SHOWN IN END STRIP SCHEDULE^ENO 9 W PS RECMAE A 1'x1•.090'QSPANgE ? J 0 WO SPAN USING ANY ANCHOR ON THE EXISTING GLAS°!Z 7ANCHOR SCHEDLU l0144/4-TER SOREW OR 1/4-20 WLTTO ENDSTAID. • ' e °i�, ! N N USE(i)BRASS PUSH OCR INSIDE' It 6' tsSE(71 E.fi.A 5 rV5}1!OLK II "� DFi(1)5'A.7L TB TI'ITJMtS '_i e (R I / 8 THUMB / i$ SCREE 1.�i-.,0 TrRk�tL.tD '`A^ IT,` L1,31 ��� [R£H t Q t{PEADEC IS g T3"}Alars SPAN o F-- ?4 20`3 S'P'AN FROM> •`+ T` n 213 5:RM fRSIR1 ll : Y BL7TTTII'.•pA 52+L,TTER - / ISIVEt a BOTTOM OF SaUT":-ER r1'7 RE EI+JiNG /B'Mr1ix a' WIDTE?..u23 , 4•, `•�' �.to� z��@ p� ,S.: TYPICAL OUTSIDE CORNER CLOS DETAILS WO/CORNER POST .. NTS .. '��_ Lx r I'1'. 3,4 :�PYAiRFlWNLi27J7mP.E 31 (OUTS>GE) ;. 15-2339 siu _ lSF. (1)BOX t.00K A7 1/3 �� ... ..,.„,,.,.. PAREOI^�•fSP�T dkf. - — � SPAN TO 2/3 SPAN FROM :. 1k;F BUITCM OF SHUTTER TYPICAL 1Na Dc'GOPNERCLOSURE. :11EIA1LS;W /Q0RtjM P"as' va< MULTIPLE SHUTTER ASSEMBLY d O' dna NTS 'SCALE 3"`=1•-'0" o 0 trp ffS1'.p w}mo F ri C1 CONNECTION TYPE I REFERENCE ANCHOR ,+— �(iSTING HOST SCHEDULEFOR MAX J TRUCTURE N� .��-•-... 4�. _ SPACIKG. Y .tet C7 CONNE TION TYPE ' '""'1/4 20 MACHINE BOLT ; ' REFERENCE.AN 40R t 1I2";q� N/NUI C.)12"0 C OR \ SCHEDULE qv SPAC),,NG; I 1 rll2. ..... (,IP-TOP A 80 TTOM) ro i _ 1 .�..pp 41'i, .. 2 FASTENERS ALUM TUBE , - 0 R EACH.ANGLE "` 6(n'76 ALLOY IF /' {T••. dT ORi.2*r SEE MARIA POR SIZE. 1 ,O�n, / [;+JP(BjOR: ��{(`S ''GGA. �VL ALTERNATE THRU BOLT =.M,'- IQt T 2^x t:>i^ r r r n OR OR'?" 2.,x 1/8'. .. , I C w 1q d _i CONNE.TO'9 TYPE ALCM'.-ANGLE tl.I: t:.-•--** r^-� REFERENCE At '' 'LAS. n I-' c 0 SCHEDULE FOR MAX:. ,S£PA RA O^t - rr1�1 13 $ - } P,�R7AEt1.t.. K THREE 3/3/Id"2.ALUM ,� !3. �� 1.,• SPF,E;NG ILS......:_ - �(J O�-O .B POP RIVETS 0x2. i;� GLASS ILLI—" � OM J.�k THREE dig SMS.TYP 0. TS .{ ., � !? I �-� 'CR DOOR - ... x ` F 1 . 3/16"-ALUM.POP a.F . `.3..: RIVE 1El O R.112 S S ATS- C p TABLE A(m5, Ca _ .s,.j. 5th l r 5 aft ti M PREMRE K ALLOWABLE LEN(91H . ,.i �..:MAY USE USE MALE OR `s—°'� -•••'q„ p� -� .. v P2Ro SF ' 18' 31.EV ` ... w ! , 62 33P 18fT 0FEMALE LOCK--SLAT ,...: F1RU BOLT' 1t3::a.MkX ' AL7 ERNA TE Trr�OM:F:IN= C5 CONNECTION TYPE Cl NN CTION TYPE - 4 BU6H.NG 1�. CC3.TYPICAL.CORN ER-..CLOSU RE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR 1 C � 'WASHER.iTYP) ., 82 219`.... 171' NTS SCHEDULE FOR MAX SCHEDULE.F,OR.MAX ' I1y j �E '±$35 92 314' 16S SPACING - y8 �a 102 110' 160' ANGLE`TOTUBECONNECTION Na Im+ fi 1za for 117' TABLE 6cc9) EXIS TING MAST 2 - ' i5D I T 131'F ( _ £M$ED E,pf3 Tf.ALLUO M TUBE 9 3 L� S RUCTURE iii555 t I� �2�-'— BY _. 119•. -.�, PRESUREK'ALlAWA81E.LENGl11 CGN)it4ilChln � 7 �^•-^--- 3kM EDGE DISTANCE RiF.fiEFiCE';J1!"'x5-t "PSE - 2^R 1O WITH&O StHEOULE FOR MAX -.� a SPACING 117 166' �..^^^^ J "'. ;E 72 SOT 'IST. #*STENER Q I8•. C �ALTERNATE BUILD OUT MOUNT SECTION = 0 5 (USE ANY ANCHOR SHOWN a 82 101' IaT IN ANCHOR SCHEDULE),_. ;C.• SCALE 3-1' 0' _ m� y o ....92. S 'luz -o . 320 83 '.122 ,>. +,•: _... '/ � „"y 150 . w .. n t n 6v �. H � Nx !' 3/16 RIVET OR#12 SMS "vf 096'6063-T6 (61 le"b C, OR 7/v-20 ALUM TUEE TYP m ;APASS >._ ; 6] NVT S BOLT ITYP-1 7: f -+ ., P"RT'd87, _ vi.. pww ab I~I~ i ,.. _....3/16"0 ALUM POP ... LASS X. tlzm I�i ffi �¢" ALUM,TUBE RIVET OR dig SMS zn' OR DOOR 6063-T6 ALLOY C.7 18"0 C ITYP} k Qa'- 9 m g' SEE Id©SE...Ef.FOR SIZE„ ,•,x S”'x 1/B' k¢; u �3 S! ICS. 2 2 FASTENERS � CONTINUOUS A 11`tiNIJM ANGLE i t"6 EACH ANGLE . ',j` - .. I�� HI all 1"x 2"x 093"'6063-T6 �. 6. INS'D� $p� ALUM ANGLE TYP THREE.3/16"0 ALUM -OP�iONAL ANGLE oI POP RIVETS OR i`S 4','. ORIENTATION TYP... .f a #12 ,.. 17 .. THREE ti 12 SMS"TYP '`-...j , 2"x 1/8" ." 'S .. d`CONCiECtl4N TYPE t3 66 73 ALUM ANGLE ......__ ._ t :: REF ERF.NCE ANCHORy \\ •. ,x •-V .. - SCHEDULE FOR MAX •-USE MALE OR FEMALE ;. SPACING LOCK-SLAT NC C(7NCRETE,, CJNLIO6ltA1Yl><9i{yg7p$E. BLOCK OR WOOL)FRAMING �` 15^2339 (OUTSIDE) EE INSIDE, SILL.67GUN T SECTION gAaB'u�cca�lmtl"' 812 x'/2'GALVANIZED SCALE 3 4'-:0 OR 5 5 SNS,31/16-0 ALUM - CCa;TYPICAL CORNER CLOSURE DETAILS PDP RIVE77,OR 1/4-20 SIDE..CLOSL!RE OPT'ONS NTS MACHINE BOL`8-NUT SCALE-3"=T-0" _ 9� (6:18"0C - C . - .. ....... - FPJ.VK L tlErvMAADO A.E. .. at, gaibaY. CS CONNECTION TYPE REFERENCE ANCHOR -EXISTING z J, SCHEDULE FOR MAX STRUCTURE r o7 SPACUtiT.i—_.- r' GLASS .. :. g¢++^ GLASS r - WrW Cl CONNECTION TYPE :47L-20 MACHINE BIICT'(} .r� OR DOOR.. { ` o OR DOOR ; y� REFERENCE ANCHOR n �, 14 W/NUT 12 O C GR Et, M1O 5r SS �n ; I..L.i` SCH'ci�ULE;.FOR MA.d it t»SMS 6 0 C i3,i WGA MN 7 , SP7x£'IN4x - - 1 (TYP TOP B BOTTB .1 1Dp.il' u i m a azr., GLASS w r _M m '• 1/L"-20 THRU BOLT W/ i(. 5 Q ©` qiL x 1/2"SMS @ 12"0 C 'DI RhXi�. L 4 /2 IIIf: ;e- LOCK NUT @ 12"O,C OR PigFTI' E F w ti OR 3/76"8 ALUM POP C #ER- a W �~ �AS 1R.6 +�'C 12 v 1/2`SMS C.12"'0 C E,S l71/4"0 TAq , =I- RIVETS @ 6`O C OR OR�S OR 3/16"0 ALUM POP RIVETS @ 6-'D,C E 5 ALUM POP RIVETS @ 12"OC k 1/4"6 ALUM POP RIVETS ( / - 11 AND 3O MN GLASS G r W ' " tEv74 @ 12"0 C E S. ._ :'I .. ASSEMBLY 9f Q"PLAY EFiF1M P)N 5 PARATION ..� ¢r;. t t )l�" �1/4'MAX F�DM.PIN' s Ul USHINO t© I i, .;.1d4'TYP ) PERT.A31.f,J F- C'- OS AND QO , .G'U 8 D Bt,'SrI1 ¢1Y 0 . AS t W ASHEe7[TYP) u' ' W 'r _ I _ =m �U.wW. V.y Mi- ), M1/2 �, ;f2^4YP EXISTING CONCRETE,. :1 / I 3 SS CONNECTION TYPE ORADOOR., r mrr - BLOCK OR W000 FRAMING < -- N�dsN _ _ w COG , REFERENCE ANCHOR < &'¢~ W C 'f L CONNECTION TYPE Dp5 SCHEDULE FOR MAX S'�b,N W W G u l •i SPACING S. D / E REFERENCE ANCHOR + ti SCHEDULE FOR MAX €j€j f�,, DI r SPACING AS SHOWN w 4-1 CONNECTION TYPE IN DIAGRAM ON PG 9 p. ✓� SfDa 0 n REFERENCE ANCHOR EXISTING CONCRETC SCHEDULE FOR MAX BLOCK OR WOOD FRAMING �itOti#aro. SPACING ALT FASTENER /. L}.13.n� , / 'i--_- rx LOCATION FRONT AND Cl CONNECTION TYPE i `=' yJA�HER TYP jti� S \ REFERENCE ANCHOR 1/-`" i 1/+- MAX FROM DACK ANCHORS NOT REO'D )qa INSIDE MOUNT SECTION WITH THIS LOCATION �/ SCHEDULE FOR MAX. �• B PIN GUIDE TO SCALE.3"--1'-0" SPACING 5 CONNECTION TYPE ¢ e f BUSHING WASHER INSIDE MOUNT SECTION" t REFERENCE ANCHOR yd pp m (TYP) SCALE 3"_1'-0" SCHEDULE FOR MAX 'S� n 6^ O EXISTING CONCRE TE,_ _ SPACING A 3;R¢tc BLOCK OR WOOD FRAMI. 1174SED' V £ 1 BUILD OUT MOUNT SECTION � ^�' TYP BOTTOM_ EXISTING CONCRETE, SCALE+37.l'-0" ,cry KOCK OR WOOD FRAMING EDGE, , y COh;dECTIOly TYPE STRUCTURE NOT E..FORDETAILS A.B,D',ANO E'ON THIS SMEEiT, m THE BASE TRACK MAY BE INSTALLED IN SECTIONS '/ q -FlEll E ANCHOR EMBED. S CONNECTION TYPE � (WITH 1/L"GAPS,PROVIDED THAT EACH SECTION HAS 6' - '� m 'A MINIMUM OF TWO SETS OF ANCHORS AND IS A m Pf Or" SCHEDULE FOR MAX. REFERENCE ANCHOR R. 4MINIMUM OF 12"LONG THE SILL OR CEILING TRACK �„�„ SPACING SCHEDULE FOR MAX , ,¢ USED WITH THE BASE TRACK MUST BE CONTINUOUS SPACING a, .OVER THE GAPS BETWEEN SECTIONS,: "'x'.56 {_,;,,� LJI m pry OGLASS ts R DOOR MI w 4412 1/2"SMS@12" vAT 7 W.177tt ,$i$ al[ a H OC OR 3/16-0 ALUM 9E+= V=i Z O� t 36 POP RIVETS @ 6`0 C xABLE7' .n Z r GLASS OR:L n 1I !179?I X PIH OR 1/a"0 ALUM POP,,, In L a Q 000 Z RIVETS@ 12"0 C 0. MN GLASS k�+s s nnRa VF I'Q :ut PE .•i.5162 y Z 6<�- , SEPARATION .'d �:Is M Q .+• - iv , .(2)AND(D vai 1/L_20 5 S MACHINE < 4d= kM1A3C.FS'iON'c 11S yxE SCREW 8 NUT @ Y swOt� ASSEMBLY tf2s ° M1/ GUIOt TO,B USIPS"•.D. ___. 12'•0 C R.�v:.SNER ITYP) Lw7 L$ GLASSa'.�r'^'s W ) I - o N 1FA^.MAX FROM PIN i N ' OR DOOR-- •• 11L +t X rwC Pt i' m • 5 uUi t F tl SxP IG .� 3s ( 4 CONNECTION TYPE w'.� ]/y^' LtXPE'T{3 BUSHINL j_ I ! E I C y; li. WASHER ITYP) 1 f R x £ WASHER(TYP)' "` �; p REFERENCE ANCHOR {' �E41 C qq S ISTING CONCRETE. D357 SCHEDULE FOR MAX ,I hYR:JIIlSEB/}KLbL`+CMlL1iAi BLOCK OR WOOD EXISTING CONCRETE, ` l L',y SPACING AS SHOWN ,-2 CONNECTION TYPE 15-2339 L FRAMING CONNECTION TYPE IN DIAGRAM ON PG.9 . REFERENCE ANCHOR OR BLOCK OR WOOD FRAMING REFERENCE ANCHOR - SCHEDULE.FOR MAX SCaLt - "x 3"x 1/4"CONT .d/ !' COH-0EL`4a+aNi TYPE #12 x 1/2"SMS 12- SCHEDULE FOR MAX SPACING _ @ SPACING ALT FASTENER 003-76 ALUM ANGLE '/ R FEREFI t ANCHOR O C OR 3/16' ALUM '' Y- EXISTING CONCRETE,. F'!4Y BE REVERSED. r°'01 SCHEDULE FOR MAX r LOCATION.FRONT AND BLOCK OR WOOD FRAMING _ .. SPACING POP RIVETS @ 6"D C_j` BACK ANCHORS NOT REO'D .. 5 SHOWN DA SHEOj; OR 1/L"B ALUM PGY WITH THIS LOCATION . q RIVES@12'OC ^`� (R)MALLCOUNT FCTlOCEILING / INSIDE MOUNT SECTION:: -ALL/BUILD OUT 'SCALE 3`=1'-0` �"'�S C 10•� 0 SCALE 3Ta'A'•0"