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HomeMy WebLinkAboutProduct Approval ` BCIS Home Log In i User Registration Hot Topic I Submit Surcharge i Sits&Facts Publications i FBC Staff ( BCIS Ste Map Unks Search Product Approval �9 USER:Public User il Product Aooroval Menu>Product or Application Search>Application List>Application Deta 4 rt@ FL# FL13757-R6 j d Fbml'a b` P Application Type Revision Code Version 2017 Application Status Approved Comments Archived i Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft.Lauderdale,FL 33309 (954)493-8551 tomj@tc-alum.com I 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 i Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion i 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. !s Validation Checklist-Hardcopy Received h Certificate of Independence FL13757 R5 COI Indeoi.odf FL13757 R6 COI Indeo2.odf FL13757 R6 COI Inden3.ndf I 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 I i I f � , Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Eouiv EgUIVI.Ddf FL13757 R6 Eouiv Eauiv2.ndf FL13757 R6 Eauiv Ecuiv3.odf 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.ndf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See installation drawings for allowable FL13757 R6 AE Evali.odf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL137S7 R6 II Dwc12.r)df Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo,P.E.PEOD46549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See installation drawings for allowable FL13757 R6 AE Eval2.odf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 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 Dwo3.Ddf 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.odf anchorage,etc. Created by Independent Third Party:Yes Back Next ContactUs::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 - The State of Florida is an AA/EEO employer.copyright 2007-2013 Stale 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 notsend electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395."Pursuant to 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 communimtiDn 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,FS.,please click here. Product Approval Accepts: W2 TR57 ER M Cmdi Card Safe t fl; ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK 1Ra0NLBENNMDD E. 17j174I1t7 tt etEmo45sa9 ��%f T MIN EDGE DISTANCE r v LOAD Somas Up To 6'•0" $b8n5 LyA 7 SpmAs 70 12}0" ti�_tr,•' LyC �F~ � CONN TYPE CONN TYPE CONN TYPE ig ANCHOR (ps0 CL C2 C3 I C4 CS Cl I C2 I C3 I C4 I CS CI I C2 C3 Cd M12 SMS W/2"EYEWALL 43 16.0"16.D" 7.5" 9.0" L6.0"1S.5" B.S" 4,5" 6,5" 15,5" H.5" 45" 4.0" T.0° =# pE604654 - �oARMOR INSERT W(1-1/4' 53 16.0"10.5"_S.0" 7.0" F6.0"12.0" fi.0" 3.S" S.0" i1.D" 7.0" EMBED 62 14.0,T 7.S" 4�.0"'6A" 14.5" 9.D" 4.5' 4.0" 7.0` 7.0" 11" 3.5' S.0" T m 7tl 11.5-1 6.0" 3.5"5.5 225-1 7.5,�' 3.5" 3.5" 5.5° 7.0" 3S" 3 5 5.4" O . STAT (,�' .t a• : 100 7.0" 3.5" 3,5'' S,0"7,0" 3,5" 3.S" 5.0" 7.0" 3S" 3.5" 5.0" 'r •. ,",i0 EOF tun x 'ANCHOR SCHEDULE: WOOD (G=0.55 %s,S ...........• flo °,LL ''/i9NAL EN ° =///nnlnu73/4'MIN EDGE DISTANCE 0y U a Nj Span.Up To 6'-0" Spurns Uo7o 6'•3" man"To 12+•0" /rt �,Z g F07 LL �n a LOAD CONN TYPE CONN TYPE CONN TYPE Z °fi ID 8 ,zay s ANCHOR (Psf) Cl C2 C3 C4 cs Cl C2 C3 c4 CS Cl � C2 C3 C4 CS W o Ht 1j4^LAG SCREW WITH y314 43 16-1)"116-0111.5"112.V 16,0"16.0"16.0•' 7.5" 9.0" 16.0"16.01,114.5"14.5" 6A"16-0 `+�RIfJJ��(�j� WE z MIN THREAD PENETRIVTION 53 16.0"16.p" B.S" J0.0"I6.0"16.0"16A" 6.0.." 7�0" 16,W'16.0"ii_;_5" 4.0" 5A;14.0" °ILII 62 16.0"16.0" 7.0"8.5" 16�D"16.q"14.5" 5.0" 6,0" 16,0"16.0"11.5" 4,0" 5:0"16.0" IU1Lt1tTI'ri 70 16.0"I6,D" 6.0" 7.S" 16.0"16,_0"'i2�5" d.6,L' S.5" 16.0"16.0"11.3' 4.0" 5.0" X6.8" O i] ti 100 16.0"11.5" 4.0" S.0" 16,0"16.0"11.5' 4.0" 5.0" 16.0"16.0"11.5" 4.0" 5.0" 16 . .moi D IRO u'ai 7/16•WOOD BUSHING WITH 43 16.0"16.0" 8.0" 10.0"16.0"15.5„ 8.5_ 4.5" 7.0" 15.5" Sw5" 4,5" 4.5"' 7.0" 1.13"MIN EMBED 6.1/q-20 53 16;0"10.5" 5,5" 8.0" 16,0"114" 6.0" 3,5" 5,5" 11,0" 7.0" 3.5" 4.0" 5.0" SS MACHINE SCREW 62' 14.6-1 H.0!4.5' 85" 14.6" 8.4 4.5" 3.0" 4.6"' 7.0' 7.4" 3S" 4.4" Sr o ,L.amn 70 12.p" 6.0' 3.5" 5^5" 12,5" 7,5" 5.5" 7.0" 3S' 4.0_' 5.0" a f' " 100 7.a"3.6" 4.4"5.0' 7.tl" 3.6" 4.0" 5.0• 7.q" 3.5" 4.0" 5.0" _ 3 !14 SMS OR RSq WOOD 43 16.4"16.0"IZ.S'14.5"16.0"16_,.•4"16,0" 8_-0" 10.0-1 16,0"16.0"1 S.0" 7.0" 16.0" H Y SCREW WITH 1.3/4^MIN 53 16.0-1 16.0-1 9A�' 11,5"16_0_16.q"15,0" 6,0" H.D" 16A"16.D" 9.5" 4,p" 5.5" 13.0" lD'� THREAD PENETRATION 62 16.0"16.0" 7.5" 9,5" 16.0"36.0"SF.S" 5.0" 7.0' 36.0't6.ff' 9,5" 4.0^ S.6" 33.0" �1¢mymolmpam" 70 16.0"16.0" 6.5" 8.5" 16,0"16A'30.0" 4,S" 6.0" 14.0"36.0" 9S" 4,0" 5.5" 13,0" Fa $ 20D 36.0" 9.5" 4.0" 5.5" 13.0'16.0" 9.5" 4.0" 5,5" I3A"16.0' ¢m ANCHOR SCHEDULE: WOOD (Gr-0.42) _ $/4'MIN EDGE DISTANCE Spans Up To 6'-0" SOmns Up To 0.3" Spa�Up To 12'•0" r Iy0 rn O IDAD CONN TYPE CONN TYPE CONN TYPE g O ANCHOR s ( CI I C2 C3 C4 I CS Cl C2 C3 C4 C5 Cl C2 C3 C4 CS 1/4"LAG SCREW WITH 1-3/4' 43 16.0"16.0"19.0" 14.0"16.0"16.0"16,0" S.S" 7.0" 16.0"16,019,5" 3.S" 4.S" 15.0" MIN THREAD PENETRATION 53 16.0"16,0" 6.S" 8,0" 16.0"16,0'12,5" 4.5" S.S" 16.6"15.0" 7.5" 3.0" 4A"1L0"' ,^y 62 16.0"16.0" 5.5" 6.5" 16L0"16.0" 9.5" 3.5" 5,0" I5,0"LS.q" 7,5" 7,0" 4.0" I.L. ' 3 -- TO 26.4"13.5"4.5" 8.0" 16.0"16,0" B.0" 3y4" 4.0`" 11.5"15A" T.5" 3.0" 4.0'IIA" 9 a 1004 15.0" 7.5" 3.0" 4.0" IS,po"1510" 7.5 13.0" 4.4" 11.0"15.0-1 7,5'"3,D" o W14 SM50R 4!24 WOOD 43 36.0"350" &5"_50.5"15,0"58.0'"22,5"S,S" 7,0" t6.4"13,0" 5.5". 3.5" S.0" 10,5" THREW WITH 1-314-READ PENETRATION 63 16.0"16.0" 6.5" 6.0" 16.0"16.0". 8.5" 4,0" S.S' 16.0"10.5-1 S. 2.5•' 4,0" 7,5" 62 16.0"11.5"5.0" 7.0" 16.0'13.0" 6.S' 3.5' SID" 10.5"10.5" S.S" 2.S' 4.0" 7,5" OmOlm" 70 ILE'9.5" I S" 6.0" 16,0"11.01 5.5'3.0" 4A"' 8.0" F0�5•'.5.5"_ 7,5" 4.4" 7,5" 100 10.5" 5.5" 2 5'" 4.0" 7,5" 10.5" 5.5' 2.5" 4,0" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK 4"MIN EDGE DISTANCE _ 6 �"i spans Ua To 6'-0" Spans Un To H'-3" Samas Uo 7a'22'•D" LOAD ANCHOR CONN TYPE CONN TYPE CONN TYPE Iy s I•Psn CS C2 C3 C4 CS Cl ;-CZ C3 I C4 C5 Cl C2 C3 C4 CS S/26`IfW 7APCON XL W/ 43 16,0"16,0•'16.0"I6.8"16,0"16.0'16&1115.01116,01116.0"26.0"15,0-1 9.0" 14.0"t16.0" ,p 2-1/4"HIN,EMBED 53 16.0"16.0"16.0"16.0"16__,..,D"160"16�p"11,0"16.0"16_0"16.D"1Z.0" 7.5" L2.0"16.0" p Z_ 62 76yD"16_4"14.0°76.4"16,0"16.0"15.0" 9.0" 14,0"16__0"16.0"12.0'"7.5' 12.0"1660" d !g 70 16.0"16,0"11.5`16.0"16.0"16.0-1 1Z$" 8.0" 12.5"16.0"16.0 12 0" 7.$" 12.0"16.0" tp S 100 16A'12.0"�7.Sy' 12.0"!6A"i6A'12 0' 7.S" 12.0"36.0"F6.0"�p" 7.5' 12.0-1 16.0'" 9K f 5/16'ELCO ULTIiACON W/ 13 16.0'16.0"150.5' 16.0"16,0.10,5"' 6.5" 9.5" 16,0"11.0" 5.5" 6.5" 2-U4'HIM.EMBED 53 I6A"13.5' 7.5" 11.0"160'I4.0" 7.5' 7.5' 13.5" 9.0" 6.5" mOf4MIRRWKLmI31WWtC m fit 16.0"10,0" 6.0" 9_0"'l6,q"IlyO" 5.5" 6.5 9.0" 15-2339 tom. 70 15.Q" 9.5" / 5,5" 7A, 9�0" 6.S' �z I00 910' 5"5. 6.5" 9A_ j 5.S" 6.5" 9,o- e'tAtls u 2"MIN EDGE DISTANCE Rte-�SIEe"'1Ptto�l Cl Q C3 t4 �; C2 G2 C3 C4_ CS Cl CO CS *L2 EMS W/2^EYEWALL 43 ]6.0"16.0" 9.S' 16.0-1 14.4" 6.D" B4O' 16.0"14,5" 7.5" 3,5" 5.S" I1.S' "Q� ARMOR INSERT W!2'EHSEO 53 26.0"16.01' J.4" 4.0" I6.D"16.4" 9,5•' q.5" 6.5" I6.0"L1,5' ff=aa tH e,C� 62 16.D"13.0" 5.3' 7.5"' 16.D"14.5" 7.5" 3.5" 5.5" 12.0"I1.S" 0,5' 70 i6^0"14.5" 5.0" 5_5"_1_6.ff'22.5" 5.5" 3.0" 4.5" 9.0" F3_„S" 6.0" 3.0" 4.5" H.5" ANCHOR NOTES:SEE 5HEE7 n v - 9 EOR ANCHOR NOTES. 300 31.5" 6.0" 3.0" 4.5" 8.5" 11,5" 6.0" 3.0" 4.5" B.S' 11,5" ® • ,1 f m •' E[�il®Q� ' m ®� ����E®�I' � Fid® �����® /��® �� : .. ��®� ICI n 1 ® % Y ® mom EMM /EWI-lf4'EMBED �31C ®8�///%Jy/.��0//�//7////�70y0/,////Of®mil /iia: V 11 MEN i ill im �VON '"101HUNKM SO OEM Km aiim���iaaiiiiy/�mmiii/ii�iiiai �'� loss1/ 1 %// /M�i� ; ii �� /�i/� i/ 1/�i/ m "'//////'9%////.1/y//. %%//%Y//yy�l�//l//��///y%Y/y/%Y////'////L�%//�i///y% ////%//�ii�% /y////Ji/'//////(%/// • ■m©O®mm�m[ m[�!©OC17©mmi�m©m0D©mm0 m .�, ,"Em iii aiaaai,® •' yy� ��a/.� aya ■mmMAN mmm©mommommmm©©mmm©oommmm��m© �//y// //�% ®�mm®mm%/�y/i��m�y//,1///.l�® - ■ m©m©mm©m© ®mmm©m0�10©m©© a EM 13EWsW11i %/// � ®®%/y///am MEMO � 9/y��//,�% ���/ /////y//.lY/i7�/y// 10 ANCHOR SCHEDULE: CONCRETE IRAN%LDENMARDp P.E. ' I I t t �I PEOD7fiN9 1'^+t• 24'MIN EDGE DISTANCE _ _ \\ -'•-I flf:.l;? �1 Span.Up To W-0'• Am UD Ta 0'-3" Spare UD TD LT-0" �� t LOAD ; ANCHOR CONN TYPE CONN TYPE CONN TYPE � ..' o _ (Psi Cl ac3 I c4 cs Cl 1 cz f C3 1 c4 1 cs c1 cz c3 2/4"ItW TAPCON OR£CLO _43_16.9"16.4"15.0"10,0"10.0"16.0'1D.0" 9,4" 330_16.0"14.0" 9.5" 5,5" 8,5"34.5" - ND p&009 ULTRACON WITH 1-3)461 _53 3601 16.0"10.5'14.5"lel.."12.6" 7.0" 30.5'36,0" 30_5" _- r�pp EMBED(3192p51 MIN CONC) 62 16.0'16.0''' 0.5" 12.5"16.0"16, 0" 9,5' S,5" 4.S•' 15.0"1S_0"].5" 4.5" 7.5" 10.5" -'L] * y •7(D n 70 36.0"13.0" 7,0" 21.0"16.0_'15.6^ q.0" 5.0" T.5_ 13,5'•15.0•' T.5^ 4.5" 7.5' 3q_S" i x 100 I9.0" 7.5" 4,S" 7,5" I. 15,0' 7.5" q.5" 7.F" 10.5•'15.0" 7.5" 4S" 7.5" Y0,5" 2 x 5 TYP. 7 / 6 COMOIt4A TIOFI.(7�•. STATE C si 3/4'MILLENIUH MILIPAST 43-16,0"16.0"15.0"1601 1610"116.0-x6.0" 9A"13,5"16.0"360'• 8,5" S.5" 9A" 13.5'• 9 / 10 COMBINATIOFY,�C. .-.F��RID f g WITH 1-3/4"EMBED(3275ps1 53 IG,O"16.q"IS.q"15_0"16,0"16,0"13.0" 7.0" 1b.5"1G,0"13.5" 7.0" 4.-4.S" 7.5" 9.5" ;j S "'•••• Irl. Di MIN CONCRETE) 62 26.4"3S.q" 8.5" 13.0"16.0"16.0' 8.5" 5,5" 9.0" 13.5'13.5" 7,0" 44-_5" 7�5" 9.5" I O (lf�NAL 70 10.0"12_0" 7.0�' 11.0"16.0"14,0" 7.0" 4.5" 8.0" 10.5"13.5" 7.0' 4.5" 7.5" 9.6" !1l17I ri _ ]1 _ 100 13.5" 7.0" 4.S" 7.5' 9.5" 13,5" 7.D" 4,5" 7.5" 9.5" 13S" 70" A.5" 7.5^ 9.5•' 1J4'ELCO CRETEFLEX SS4 43 16.q"26.0"18.0"16,0"16.0"16,p"iG.O"13.5"18.0"16.0"16.0"12,5" 8.0" 13,0"16.0- 4, 60" W W1 Z'EMBED(335OpSI MLN 53 16.0"16.D"16.0"10.0"16.0"16,0^16.0"tp,0"15,5'16.0"16.0"1d.0" 6.5' 11.01'14.0" 1 x S IT YP.1 2 x S ITYP.I t!1`f ^1'J1 J 163 CONC) 62 36.0"16.0"12.5"I6.0•`l6,0"16.6"x2.5" 8.0" 13.0"16.0"16.0"10.4" 6.5" 31_0"14.8_" 0�m 111iitt1IT3* 70 ,16.0"16.0"10.5"16.0,"16.0"1G�0"10,5_' 7.p" 11.5'15.0"3G.0"1q_0_' 6.5" 11.0"14„ 0" 100 16.0"30.0" D.5"SI.OM1 14,0"SG.O'10.0" 6.5" 13.0"14.0"16.4"20.0" 6.5-11.8"140" to dxu'�1 1'MIN EDGE DISTANCE O w a; ----- -.--- NOTE "S"INDICATES ANCHOR SCHEDULE SPACING a0 CS Q C3 C9 CS CS CZ C3 C4 C5 c- Q C3 C9 CS9 .l R 1/4^'ITWTAPCONOlt ELCO 43 16.0116.0" 7.5" 8.0" 16,0'•16.0"115.0" 5.0" 5.5' 16.0"16.0" 9,0" 3.0" 4.0" 34.0" SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: ULTRACON WITH 1-3/4" 53^]60"16.0" 515" 6.5' 16.0"15.0"12.0" 4.5•' 15.0•'14.5'• 7.5" xa.0" - C2 CONNECTION TYPE USING PIECE QO WITH OUTSIDE EMBED(319Zpd MIN CONC) 62 160"t5.5" 4.S" 5.5" t6,0"16.0" 9.tl 4,0" 14.5"14.5" Z5" 10.0" ANCHORS ONLY o - C4 CONNECTION TYPE USING PIECE Q WITH 70 15.0"12S" 4.0'5.p�16.0"15.p" 7.5" 11.0"10.5" 7-F5-- 1 5" XO-_0" OUTSIDE ANCHORS ONLY 100 1q,5" 7.S" 10.0.14.5' 7,5" 300"14.5" A5" 1/4"MILLENIUM MILIfAST 43 16.0"16.0"11.0^13.5"L6.0"16.0_'13.0" 6.S" 9�5" 16.0"13^D" 7.0" 4.P' 6.5'• 10.5" WITH L-3j4'EMBED(3275p5i 53 16.011116.0" 8,0" 11.D"16,0"26.0"9.b'• 5�0" 7.5" 16.0"10,5" S.5" 5.5' 7.5" ANCHOR NOTES: MIN CONCRETE) 62 16.0 11.5" 8.0" 9.D' 16,q'•13.5" 1.0" 4,0" &S" 11.0"10,51' 5,5" S.5" 7.5" q4 Y 70 i6.0" 9.S" S,S" 8.0" i60"22.5" 5.5" S'Sa 8.5 IDS" 5.5" 5.5" 7S" 1. SPANS AND LOADS SHOWN HERE ARE FOR 11 8.0 SPAC]NG ti H 1D0 10.5" 5.5" S.5" 7,5" 10.5" 5.5" S,5-" 7,5" 10.5"5.5" 5.5" 7.5" ONLY,ALLOWABLE STORM SHUTTER SPANS FOR SREC2FIC LOADS MUST BE �+ q n � LIMITED TO THOSE SHOWN IN TABLE 1 Pg I), 0 E e = 114'ALL-POINTS SOLID-SET 1-1(4'MIN EDGE DISTANCE ( 0,5 00, u° ANCHOR W/718"EMBED& Cl C2 c3 T c4 1-CS Ci CZ C? C4 a C1 CZ C3 C4 cs 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, a� 114.20 SS MACHINE SCREW 43 16.0 160" as, 10.5"16.0"16.0'12.0_ 5.S" 7.5" 36.0"12 5' G�5" 3.D" 5�0" 10.0" ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR a EOVALTO NEGATIVE DES2GN LOAD ON SHUTTER AND SELECT SPAN GREATER ^c (3006p31 MEN CONC) 53 360" il tS.b"B.SW 8.0' ]6.0'I I6.0' 8,5" 4,0"6.0" SS-�5"100" 5.q" 4.0" 7.0" TTHHAAN OR EQUALTO SHUTTER SPAM. �D lFE -62 16.0"11.0" 5.0"7,U" 16.0'•12.5"6.5 3.5" 5.0" 10.0"10.0" S.O.- 'q.g" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. E 53 Ii1 " 70 16.0 9.0" 4,5" 6.0" Ifi.O"]a.5" 5.S' 3,0" 4.0'. Ko-- 10,0"5.0" 4.0 7.0" j 100 10.0" 5.0" 4.tl" 7.0" 10.0" SA" 4.0" AO" 10.0" 9.0" / 4.0" 7,0" 4, EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-9D HOLLOW CONCRETE a S 114'ALL-POINTS Soup-5E7 .______ 3'MIN EDGE DISTANCE. BLOCK OR WOOD FRAMING_REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR W/718'EMBED& Cl Q C3 C4 (3 Cl Q Q C4 C5 Cl Q C3 CA -05 ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE m CONNECTION TYPE.SEE CONNECTION D£TA]lS FORIDENTIRCATION OF ]/4-20 st MACHINE SCREW 43 16,0 7.6,0"Y6A"160"16.01 26,0"16.0"11.5"261:-0"16.0"]6.D"21_q'• r.0•• u_q^i6yo'• CONNECTION TYPE. �. (3000psi MIH CONC) 53 t6.0'"16.0"13.5"]6.0"16.0"16.0"14.0'' 8.5_13,5'16.0"16.0" 8.5" 'S,5•' 9,5 12.0" •� 62 F6 44 16.Op 14.5'16.0 i6,R"16.0"11.0" 7.0'• 11.0"16X•'16.0" 0S" 5.5" 9.5" 12.0" 5 ONLY.CONCRETE ANCHORS SMALL BE 1NSTALIED TO NON-CRACKED CONCRETE 6 '�Q 70 16.0"15.0" 9.0" 34.0"]6.p"16.0" 9.0" 6.D" 10.0"13.0"16.0•' 8.5" S.S" 9.5" 12.9' Fi 100 16,0' B.5't 5.5' ., 12,0"15.q^ B.S" 5.S" 9.5' 12.0--116.- 8.5" 5.5" 9.5" 12.0^ 6. THE CONTRACTOR I5 RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 2-5/8'MIN EDGE DISTANCE IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS,EMBEDMENT 1/4'POWERS SS DROP-IN _ LENGTHS SHALL Be AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER - W/1/4.20 SS BOLT AND Cl C2 C3 C4 CS C1 C2 C3 C4 CS CS C2 C3 C4 [5 FINISHES. r 1'EMBED(3000p31 MIN 43 S60"160"14.b"35.0"26.0"16.6"S4,p" 8A" SA" 8.0" 11-„_5" 7. WHERE EXISTING STRUpCTURE IS WOOD FRAMING WOOD FRAMING CONDITIONS s CONC) -•53 16.0'16.0" 9,5" 14.0"16.0"16.0" 9.5" 6,0" 30.0"16.0"11,5" 6.0_ 4.0 7A" B.0" MAERY.MBERSLNOT PL.'WOOOT FASTENING TO PLI'WOQp ISUACECFAOD BLE ONLY FOR Y' S2 16.6'•12.51 7.5" 12.0! IS. 14S" 7.S' S.0" 8.5" SS.S"11.5"6.9"4.4° 7.0" 8A" SIDE CLO URE PIECE 10.5"16.01'12.0" 6.0' 4.0" 7.5" 9,0'• 11.5" 6.0" 4.0" 7.0 0.0" 140 11.5" G.9" 4.4" 7.0" 6.4' 11.5" b.0" 4,q" 7,0" 8.0" 11.5" 6.p" q,0" 7.4" $.D" 9. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER 1/4'POWERS SS DROP-IN 3.2/Z'MIN EDGE DISTANCE _ SHALL BE LOCATED IN CENTER OF NOMINAL 2'x 4"(MIN.)WOOD STUD..3/4' EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING.LAG SCREWS SHALL B SI 5N & e W(3(9-20 SS BOLT AN CS Q C3 C4 CS CI C2 C3 C4 CS Ci CZ C3 C4 CS HAVE PHILLIPS PAN MEAD OR riIX HEAD. fid! I-EMBED(3000psi MIN 43 16,0"160"ISA'16.0 Ib.O"160"14.5" 4,0" 23,5"36.0"150" 7_.,•5" 5.0" 9�0" 12.0" 9, MACHINE SCREWS SHALL HAVg MINIMUM OF 1!2"ENGAGEMENT OF THREADS IN 5 y CONC) 53_16:0'!16_0 10_5"15.0"16.0"16.0"]D0" 6.5" 10.5"]6.0"12.0" 6.0"'4.0" 7,5" 8.S' BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD"TRUSS HEAD,OR WAFER 62 S6_9"L3.b"&0"I2.5"16,0"SS.O'8.0"S.0"4.Q"I2A"32.0"&.0" 4.0" 7.5" 8.5" . .. 70 16D'i 10.5" 7.0"11.0 16.0"12,5' 6.5' 4,5'7 8,0" 9.5" 12,0" 6.0" 4,0" 7.5" 6.5" MEAD(SIDEWALK BOLT),U.O,N. IV -6.0" 4.0" 7.5 85' 12,0" 6.0" 4.0" 7,S'• 9.5" 22,0" 6.0" 4,0" T.5" 8.5" FA DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 2'MIN EDGE DISTANCE • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, f32 SMS W/2'EYEWAIL -CI Q C3� C•i C5C2 C2 q C4 C5 CI Q R C4 C5 NUT OR WASHER WINGNUT, ARMOR INSERT W/2"EMBED 43 16.0•'16.0"11.5"140"16.0"16.0"1b.6" 7.5" 10.0"16.0•'160" 9,0" 4,5" 6.5" D»1733STRNKtt91W6APP (3000psl MIN CONC) -53_36.0"16.0•' 0.5" 11.0"15.0"16.0"_11. 5.51 8.0" 16.0"34.0 7,0" 3.5' 5.5" 10,0" tL MINIMUM CONCRETE STRENGTHS AREAS INDICATED 1N ANCHOR SCHEDULE. 15-2339 62 ib.a"15.0" 7.0" 9.5" 26.0"]b.p" 9.01 4.5" 6,5" ]4.0"34.6" 7.0" 3.5" 5.5" 10.0" 12 WHEN ANCHORING TO HOLLOW BLOCK SDS DAMS SHOULD NOT BE USED TO OGtEr __ 70 16.0,1112.0"1 6.0., 8.D" 16.0"14.5" 7.5" 4.0" 6.p1 Io.5"14,0"_7.0" 3.51 5.5•' 50.0" DRILL INTO HOLLOW BLOCK NOR SHG( IMPACT DRILLS BE USED TO INSTALL P�66f-touF'Hau 100 29.4" 7A" 3.5" 5,5•• LO.O"14.1" 9.0" 3S" 5.5 10.0 14,8" 7.0 3.5" 5.5° 30.6" CONCRETE SCREWS TO HOILOW BLOCK S12 SMS W/2,75'EYEWALL 43 16.0 16.0 16.0"160 16.b 16.4 16.0,iD.D.14.0"16.0 16,0"11.5"5.0" �9.5" 15.0" ARMOR INSERT W/2.S' S3 Sfi_0"35,4"3201 56.0"i6.0"16:4 25.0" 7.5Y SLD"26.0"160" 8.0" EMBED(200Dps1 I4W CONC) 62 36_0"16.0" 9.5"13.5"16.9"I6.p"11.5" 6.5" 9.5" ]6.0"16.0" 9.0" S.0" 8.0" 13.0" . 70 !6_0T 150" BA" 31.5'76.0 16.0 9.S" SS"e.S" 14.0"16.0"4.0" 5.0" 8.0" SJA" 100 36.0" 9A" S.0" 8.0" 13.0"16.6" 9.0" 5.0" 8.0" 13.0"16,0" 9.p"5.0" 6.0" 23.0" EXISTING HOST ALT.LEG DIRECTION STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN 1 J�///"•'t' 12"MIN FROM EDGE OF ACCORDION ROUND WINDOW EMBED IN CONCRETE OR HOLLOW BLOCK,3'MINIMUM 1 t.•,- �/i EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY 1/2" SPACING,AND 3'MINIMUM EDGE DISTANCE \ � - AX/ (2)6063-T6 ALUMINUM TOP OR BOTTOM - p.Li ANGLES PER BEAM END,SIZE - 4':• 0 -0 6549 :0 1/2' PER SPAN TUBE SCHEDULE EMBED. SPAN TUBE PER DESIGN SCHEDULE �) CD3'y'J EDGE OF ACCORDION z ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT 0 OT'.,. F~ILIr~T', �SHUTTER BLADES (312"O.0 OR k14 x 3/4"SMS 6"O.C. pi 4'1/2'MAX /7 >• TJ'14E 3 U.. Q S 3"MIN {rch EDGE 3 16 z=F Q0�4 2.875'0 HOLE(TO RECEIVE DISTANCE MIN.GLASS 13 Z u,' Z n ROUND WINDOW ASSEMBLY) EXISTING Q SEPARATION oER TAB _ W SI.J 6 MAXIMUM OF 3 WINDOWS GLASS OR eg US 3�C, PER EVERY OTHER BLADE DOOR (' 0j5 UI�b z w 1 LIGHT-N-VIEW WINDOW DISTANCE 1 �N 171u y S EDGE 11/2"MAXMAK 11 a ,Wi.D $ N.T.S. - EXTERIOR ELEV Nm 5 6 LLO oO l7 @)@ 1/C••IMAX,fBOM PItJ GUIDE n ¢k' TO BUSHING WASHER ITYP 1 n CESS --114-20 MACHINE BOLT W/NUT QuJ ^I IJJ 1/2' ACCESS 12.O.0 OR k14 x 3/4'SMS 6"O.C. rn B 2.875'0 HOLE TO �- - SPAN TUBE PER w RECEIVE ROUND EMBED. DESIGN SCHEDULE K i WI NDOW ASSEMBLY (2)�(2)6063-TG ALUMINUM 1' 3 u AX, ANGLES PER BEAM END,SIZE .0 0•� fC EXISTING PER SPAN TUBE SCHEDULE HOST 1 4'0 THRU BOLTS SEE BEAM im< STRUCTURE 5'CHEDULE FOR REQUIRED NUMBERS .v 114"ALL POINTS SOLID SET ANCHORS WITH 718'MIN � EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM EE SPACING,AND 3'MINIMUM,EDGE DISTAIfCE C 0,125' 0.032' 0.032" 0.125' MAX.DESIGN LOAD- 772 PSF a c S 3 SPAN TUBE SECTION 0.196' VERT SECTION H SPAN TUBE SCHEDULE \1 ALLOW ABLE TUBE MUMBEROF NUMBER OF �- I U,s"� BOTTOM TOP BOTTOM M MMILE SPAN 7IU30T9 ANCHORS PER LENTUBEESHU FA ANGLE ROUND 2E µ OI TOPBOTT�WINDOW _OrrG* A ASSEMBLY E TUBE TUBE TUBE TUBE TUBE TUBE TUBE 1 / m 80' 123.9 136.2 7 2 2 3 4' 7- g / 0125 1D1.r 109.8' 2 2 3 3 r r 123' 1 89 91. -2 _ 2- 3-__3_._ _r -r Q 00' 129.1.1' 167.0-0'' 2 2 2 3 4' T' 2.1Bk BB' ttd.8� 12d_7_ 2 2 3 3 7•!I 7' U 0.126' 123" 102.9' 109.8'� -2 2 4 - _�4 '10" tU' 60' 138.0' 190.91 2 2 3 3 r _7" ^+ 02.875' }-}0.188' ) B 86' 122r 1B.S.r 2 2 3 4 12 7' 03.250" J 123' 115.4` 137.6' 2 3 4 S 10' 13' BO' 188.1' 240.0= 7_ 2 3 1 / 01670' BB' 110.8' 29 is- LIGHT- WINDOW \� �/ 123' 7322' 203.1• 3 4 5 7 13' 1B' IAPII�IIIRYRL@IWmOPE N.T.S. 'SABIC PLASTICS SLX1431T-UL-94HB _ �' SPAN TUBE 5%REDONE NOTES: ANGLES FOR 2"xS"&27x6'BEAMS. 15-2339 2. USE 2"x5"x1/4"ANG7FS FOR 2'x8"8 2"x10'BEAMS. xc 1 3. USE BEAM SCHEDULE FOR DETAIL 3/B, rwae B�nc�_ml�t 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. 2 S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH MISPANNING ABOVE AND BLADE W/ ROUND WINDOW 99 BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, ANCHORS ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS 8 N.T.S. EXTERIOR ELEV ABOVE A96 BELOW THE BEAM. p 6. LAPBEAMS ARE NOT ALLOWED. 7. ALL BEAMS AND ANGLES TO BE 6063-TG ALUMINUM. 0 }i C �l }1 NK L eCNNMDO�P.E. MN GLASS LLI 11 C/4�19 .:•i, ?i GLASS SEPARATION J .• OR"CON PER'ABI.F.2 13C3 0 tto= GLASS OR ` '. ••I 't W w UDOOR / a 7¢Z a DOORS OR _P GLASSGLA J. X N In u a w PER TABLE 2 N a=W MN GLASS W _ STA 41 ~ )=F. _ SEPARATION ft ! Yp 13�' PER TABLE 2 F w j F C: w '�•O• I (�' V = °WV Z � �G V",' 13 X Wow �0" g.Qr3�_6 tl MAX.FROM PIIJ GUIDE f 10, uz C1 CONNECTION TYPE � JO p uREFERENCE ANCHOR s SNTU BUSHING WASHER(TYP 1 a a SCHEDULE FSPACING ______ _ a 0i °p TWO 1/2."0 WOOD c .250" NLAGSCREWSLM 2t.'• NNECTION TYPECC MAX WITH 2" RENCE ANCHOR / 1� v W CI THREADED PENETRATION DULE FOR MAX /�NI"T"INTO CENTER OF 2X STUDS ING []-EMB "T• 14 SMS @ MIUSPAN BETWEEN �STUDS FOR TRACK TO 1"x 4" ING HOST STRUCTURE f n ipI1gF7EF PLYWOOD R TUBE CONNECTION •n STUCCO FINISH 1"x 4"x.12 S" 60 3-T6 ALUM TUBE O DECORATIVE FLOOR TRACK DETAIL pO WALL MOUNT SILL DETAIL w THIS DETAIL TD BE USED WHEN STUD SPACING SCALE:3"=1'-0" SCALE:3 1'-0" EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. O WALL MOUNT SECT101J FTHIS DETAIL MAY � "S E ALSO BE USED Zm „T SCALE:3"=1'-0" AT TOP 77 c g ACCORDION SHUTTER PER PRODUCT APPROVAL -GLASS r o 76 MN GLASS OR DOOR I- ' _ SEPARATRI 13 7 in o M II PER TABLE it EXISTING WOOD(G=0.42) r a i3 APPLICABLE ATTOP - TRUSS OR RAFTER lL�l�r'JI P AND OR BOTTOM X R X Q @ 24-MAX.O.C. 1-1/2'1-I/2" n E w a I E Ian EXISTING FINISH 2"OR 3" MATERIAL I .I 1/2'MIN.- - 1/4"MAX.AX.FROM PIN GUIDE 2"x 5"x 1/8`GOfi3-T6 I w nr- TO BUSHING WASHER(TYP) ALUM.ANGLE W/TIIREE I Ii m o q@ 2"x3"It xCONTINUOUS OR �T 25 6.175" 1/4"TILE ITYP.I 1/4"O WOOD LAG 1 ' w 2'x2"xYe"x CONTINUOUS I FINISH MATERIAL SCREWS WITH 2-3/4" II g 6061-T6 ALUMINUM ANGLE 3/4"PLYWOOD MINIMUM THREADED ¢>t a PENETR."T"IN WOOD P 5 G 0.9'MIN,THICK 6061-T6 ALUM TRACK X 1/4"0 A32S GRADE THRU BOLT @ 7"D.C. EACH RAFTER OF TRUSS, I� ANGLE FASTENED TO / FASTENED TO ANGLE WITH 1/4-20 f OR 51E"0 A325 GRADE THRLI BOLT @ 12"D C 24"O.C.MAX WHe-RE _ E%ISTINGL FA CONCRETE MACHINE SCREWS AT 3'FROM ENDS GALV.OR S.S ANGLE EXTENDS BEYOND ggg AND 9'O.C.FOR THE BALANCE LAST TRUSS MORE THAN E p HOST STRUCTURE WITH EI 0 �- 1/4"0 ELCO ULTRACON TO CONCRETE/CMU w J %'0 ELCO ULTRACONS AT 6", EXTEND ANGLE TO EXISTING CONCRETE HOST 5..O.C.W/1-1/4"MIN.EMB. 3"FROM ENDS AND 4"O.C. OR 1/4" S7 0 LAG SCREW 9"O.C.W/1-7/8'• NEXT TRUSS. w w -' xx 2-1/2'MIN. STRUCTURE(3000 P51 MIN) MIIJ. EI-15. IN w000 SG=0.4 2.TO 0.55. 'o.0 FOR BALANCE WITH 111 MAX.DESIGN LOAD AT 5'-0"MAx SPAN: " MIN EMBEDMENT AND 23'j' EXISTING CONCREIE, J F.Zuo MIN EDGE DISTANCE, t 62 P.S.F. HOLLOW BLOCK OR 'A L7�04 U0rnMORW6LMNWV0/E STAGGERED WITH 3'M1N. MAX,DESIGN LOAD AT G'-0"MAX SPAN: WOOD FRAMING.SEE 2"x 5"x 1/8"CONT. X w¢Z� SPACING,TYP. 52 P.5.F. ANCHOR SCHED ALUM ANGLE 16063-T6) 15-2339 OASE D ON TYPE OF F "w 6dLLl HD BUILDOUT MOUNT STRUCTURE IMAX.DESIGN LOAD �wceoeccluvnoM. SCALE.NTS _ Hb PASS THRU DETAIL TRUSS MOUNT SECTION SCALE!3"=1-0" 1 IC! `J SCALE+3"=1'-D" w FRANK L.RE414AR00,P.E. 11 6549 C5 CONNECTION TYPE IIUa '"�.`� REFERENCE ANCHOR EXIST114G _ Z SCHEDULE FOR MAX. STRUCTURE ` O> SPACING - 5"MAY `P; •1 - n p 1/4-20 MACHINE BOLT mow- GLASS w CI CONNECTION TYPE �W/NUT(d 72"O.0 OR 4�• C7 GLASS p= REFERENCE ANCHOR No _ OR DOOR F v u y OR ODOR--- F w�_7 SCHEDULE FOR MAX. 1B 11`14 SMS @ 6"O C- 4 z~ 13 N O SPACING t/2•• 11YP TOP 8 BOT T6M to *_ 13 NwD.w CLASS MN' X m VI J EPARATION C W L•'1 1/a"-20 THRU BOLT W/ CLASS < ro 014 x 1/2'"SMS 12"0 C. X Z Z H I° •M 'EPARATI PER ,11J Q 17 �O'n• T w LOCI(NUT(�12'•,0 C OR PER E r Ia. OR 3/16'•0 ALUM POP TABLE 2 E'Om w p BOR 660 /�S+s• 12 w'1/2'SMS[0112"O.C.E.S. TABLE2 Z RIVETS(ul G"O.C. OR 1/!."0 In OR 3/16"0 ALUM.POP w= ALUM.POP RIVETS(�72"O.C. G //j a¢ RIVE IS(d 6'O.C. E.S. \ ''N 11 AND(D w F w ! / kit)U s 1R t/4"m ALUM.POP RIVETS I' - _ O O MN.GLASS J �Q OR• ASSEMBLY 1/4"MAX FROM PIN LL j7 zo 12"O.C.C.S.--^- SEPARATION t3 w=C IAN m 1/4"MAX.FROrI PIN GUIDE TOE TO BUSHING II I- �$ 1/2"TYP. ILL PER TABLE 22 _ N w w o O9 AND IO GUIDE TO BUSHING WASHER IT YP.) = Z J U~9„•pQQw ASSEMBLY WASHER ITYP.1 m GL 055 7t I=Ar 2 / 1/2" 1/2"iYP EXISTING CONCRETE. F, J CONNECTION TYPE OR DOOR—II _ X Z p Z` N y0011 w / BLOCK OR WOOD FRAMING REFERENCE ANCHOR u Q_0,0, C4 CONNECTION TYPE DIST SPMA IEDULE FOR MAX. E DVN �� N EDGE REFERENCE ANCHOR / SCHEDULE FOR MAX DIST. SPACING AS SHOWN "! / •-C3 CONNECTION TYPE IN DIAGRAM ON PG.9 o o ;.SIR,6 6R G REFERENCE ANCHOR EXISTING CONCRETE, lJ SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING -` /2„ 1/4`MAX FROM PIN / SPACING.ALT FASTENER Cl CONNECTION TYPE GUIDE TO BUSHING t-. LOCATION.FRONT AND REFERENCE A14CHOR 1/2. WASHER(TYP•I� RACK ANCHORS NOT REO'D O INSIDE MOUNT SECTION SCHEDULE f•OR MA% / 19 d 111 Vc"MAX FROM K$R WITH THIS LOCATION SCALE 3"=T'-0" SPACING ,5 CONNECTION TYPE PIN GUIDE TO BUSHING WASHER O INSIDE MOUNT SECTION REFERENCE ANCHOR '(TYP') A SCALE:3"=V-0" SCHEDULE FOR MAX. g'e p I•! EXISTING CONCRETE, SPACING �D,�-@�� BLOCK OR WOOD FRAMI EMBED. Z@i / CD BUILD OUT MOUNT SECTION as,13 g r�115 TYP. BOTI.OM EXISTING CONCRETE, SCALE•3-�1'-0" E BLOCK OR W006 FRAMING S CDG 01ST, EXISTING 3� NOTE:FOR DETAILS A,B,D,AND E ON THIS SHEET, 4 COIJNEC'1I01J TYPE STRUCTURE EMBED of THE BASE TRACK MAY BE INSTALLED H SECTIONS REFERENCE ANCHOR 5 CONNECTION AN TYPE I; WITH 1/4"GAPS.PROVIDED THAT EACH SECTION HAS „m, SCHEDULE FOR MAX., REFERENCE ANCHOR 73 X - A-MINIMUM OF TWO SETS OF ANCHORS AND IS A m EO E -SPACING SCHEDULE FOR MAX B MINIMUM OF 12'"LONG.THE SILL OP.CEILING TRACK w -, ,, .5 6 SPACING USED WITH THE BASE TRACK MUST BE CONTINUOUS 3 16 /�,� OVER THE GAPS BETWEEN SECTIONS. 1/2" &RQ w D C V N K F w w O GLASS DOOR MIN o w w 4112 x 1/2"RSMS Cul 12' EPARATIO 13 = N I J p H lJ 7 7 um O.C.OR 3/16"0 ALUM. PER w C)w II 13 LjO POP RIVETS(u76"O.0 TADLE2 X ❑Z1a- GLASS OR LLMN,GLA Yf2u� V7-1 w OR 1/4•'0 ALUM.PDP q O Qa DOOR FPARA! �^ O 13 =ZZU- RIV'ETS@l2"OC. T 'o IL PER TABLE xw0 zl- oLO� E MIN GLASS N r O M m - ¢ o a fi SEPARATION - Q E J u a PER TABLET Xwttz~ GAND� um t� J C 1/4"MAX FROM PIN Q 88 1/4-20 S.S.JDDOR E uu a ASSEMBLY 1/2" GUIDE TO BUSHIIJG SCREW&NUu M 1/2" T P. WASHER ITYP.) 12"O C. _ _ - a W M 1/4':MAX FROM PIIJ 1! p' OR 1/4"'MAX.FROM PIN L 'A CONNECTION TYPE o 1/2'• GUIDI:f0`k3 LI5HING ? , g K GUIDE 10 BUSHING w O WASHER(TYP.) Ilk 0211 rR S a WASHER ITYP I EDGE REFERENCE ANCHOR corfl fFmLB9#vmPE S 6 in EXIST ING CONCRETE, DIST, SCHEDULE FOR MAX BLOCK OR WOOD SPACING AS SHOWN 2 CONNECTION TYPE 15-2339 FRAMING EXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGRAM ON PG 9 REF REFERENCE ANCFIC - OR - BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. �� "x 3"x 1/4"CONT -- 3 CONNECTION TYPE >!12 x 1/2"SMS(al 12" SCHEDULE FOR MAX SPACING FKawacTupnOx! REFERENCE ANCHOR 0 C.OR 3/76"O ALUM. SPACING ALT.FAS TCr1ER EXISTING CONCRETE, 063-T6 ALUM.ANGLE LOCATION FRONT AND BLOCK OR WODO FRAMIIJG AY B[RE VER REVERSED •� SCHEDULE FOR MAX. POP RIVETS @ 6"O.C. BACK ANCHORS NOT REO'D 5 SHOWN DA SHEUI SPACII OR 7/4•'0 ALUM POP WITH THIS LOCATION �9 D WALL MOUNT SECTION RIVETS c�12"D C. CEILING INSIDE MOUNT SECTION F YJALL BUILD OUT o EO-� SCALE 3••=r-o^ _ SECTION -- . ____ SCALE-o-3"--1'-.O['____ _ Ci .. - .. FRANK L MMM°°,P.12. SCHEDULECI OM TYPE REFERENCE ANCHOR EXISTING ST FOR STRUCTURE SPACING i' 1 CONNECTION TYPE ' MAX. 7/;.-20 MACHINE BOLT \ REFERENCE ANCHOR Cll/NUT[°1 12"O C OR \ SCHEDULE FOR MAX. ' ® y 14 SMS @ 6"O.0 =t} _ \ SP / 3/2" ITYP.TOP 8 BOTTOM) --0rn . 2 FASTENERS ALUM. TUBE ` 0 CJ AT O~ ' 6063-T61 F ALLOY s I o v~I �OR�OR/ EACH ANGLE- SEE 7nB A FOR SIZE. L w❑ OR 6 Z t"x 2"x 1/B'• I I• I ALTERNATE THRU BOLT n o Hi OR 2"x?"x 1/B'. rCI CONNECTION TYPE Pnr!GLASS p;w (�I �i REFERENCE ANCHOR r ,ALUM.ANGLE o l --- '-'-" SCHF.Dl1LE FOR MAX pER TABLSEP IE2 13 r-1J„ Z5m 13 I' I L.. i I I SPACING °z THREE 3/16"0 ALUM, ° r I_ 1 I i I GLA55 uJuj $i4 POP RIVETS OR o 17 .. ']� I OR DOOR—I( y�aF 3i�u yz THREE 012 SMS,TYP u I'��.�`I a 3/16"m ALUM POP :' I I I \ zi--w 6 1V 17 RIVET OR 0I2 SMS 'q<T �I 111/!!/'Jlrw'/// o� i1 TABLEACoo) _ Ca TB"O.C.(TYP) �'I.-:_..:----'I� FkNglf OR�+6Qb0)f2\ w= iD 6 PRESSURE VS ALLOWABLE LENGTH R MAY USE MALE OR — o N 2'x21;11/7B'— 3'N lv FEMALE LOCK-SLAT w o PSF Na Br0 ALTERNATE THP.0 BOLI 1/4"MAN FROM PIN 62 130" IBE' 13 C5 CONNECTION TYPE CI CONNECTION TYPE GUIDE TO BUSH114G 72 124' 179' CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR ITOR REFERENCE ANCHOR '"`:"-'' \ WASHER ITYP.) m 9z 119' 172' NTS SCHEDULE FOR MAX SCHEDULE413(J P SPACING 92 114' 16S 1Lx3/4"5M5(°l 9"O. 1-p, o 102 110'_ 760' i'j ANGLE TO TUBE CONNECTION m R!9 acv m 120 104' ]4T EXISTING HOST EMBED. 6063�T6 ALUM TUBE O t. TABLE B Cao) STRUCTURE Zm 150 gT 131' PRESSURE VS AUJUWABLE LENGTH 5 CONNECTION TYPE a 2oD 00' 114" ll// /B" EDGE DISTANCE REFERENCE ANCHOR PSF RH B/0 WITH IIB" SCHEDULE FOR MAX E �� SPACING p 62 113' 166' E 3 FASTENER(°l 18"0 C. O ALTERNATE BUILD OUT MOUNT SECTION = 72 107' 1ST (USE ANY ANCHOR SHOWN Cb a . g2 101" 14T IN ANCHOR SCHEDULE) SCALE 3"=1'-0" m 92 9S 139" 102 90' 13T 120 63' I2T w h '150 J. 200 � 2"x2 z 7� .� 3/16 RIVET OR 4412 SFIS 090"6063-T6 ITN GLASS 13 =O (fil 18"O.C. OR t/4-2 17 ALUM TUBE TYp ,� TMH TAB EATIOIJ NUI 8 BOLT{TYP.). 3/16"m ALUI-1.POP Ca GLASS 2 X O Z m P g eS RIVET OR k12 SMS a 6065 LIG ALLOY (ID te"O.0 IT P.) £n n OR DOOR £ s m H I�si! d SEE TABI F B FOR SIZE. k"x 5"x t/B" 2 FASTENERS CONlIN0005 p EACH ANGLE ALUMINUM ANGLE g t"x 2"x.093"6063-T6 'OPTIONAL ANGLE INSIDE 3 16 !C Tt1REE 3/16'•m ALUM. ORIENTATION TYP. ALUM.ANGLE.TYP t7 17 0 S 6 e G o POP RIVETS OR 17 THREE H12 SM TYP w D .0 p 0 1"x 2"x 1/0" 4 CONNECTION TYPE >¢$ ° OR 2"x 2"x 1/B" REFERENCE ANCHOR L 13 ALUM.ANGLE SCHEDULE FOR MAX NUNN S° USE MALE OR FEMALE _ SPACING WP_THKWRMLftwwwrz LOCK-SLAT -- —EXISTING CONCRETE, ].5-2339 13 13 BLOCK OR WOOD FRAMING XQGI.f; A (OUTSIDE) EE INSIDE SILL MOUNT SECTION N12 x 1/2"GALVANIZED SCALE:3"= 1'-0" CC4 TYPICAL CORNER CLOSURE DETAILS OR s I SMS.3,116-0 4- ALUM. SIDE CLOSURE OPTIONS POP RIVET. R I/4-40-- IJT'S MACHINE BOLT 8 NUT SCALE:3"=1'-D" i (a Is"OC i ANY ANCHOR PER ANCHOR EDGE l DIST. T \ �1 SCHEDULE @ 18"O.C. r EXISTING DIST• •l7 GLALNG SEE END STATIC'[��� —' SCHEDULE FORf'tivci NO E004 SPAN WHEN tRs1RG� A .ANGLE EMBED 20,40a,40b f)R.$OG, LEG D RECITON UI W t7 Rp1I 1RI�"; INTERIOR) It II ��++ IFISX / 1/4' OR 8.8 STAR7€R� '7 rn EMBED. ( 17 5' iC 17 ! - . WITH 21 OR 2 QT?OMIN.0.062"THICK 6063-T6 ALUM. 21 2530 ANGLE 1"X 1'MIN.TO 2'X S"MAX.EDGE „ — -- -- (ANGLE LEG MAY BE REVERSED) /DIST. 1. 4 FASTEN ANGLE TD TRACK W/ L ILII8 ANY ANCHOR PER ANCHOR (2 t10XI"SCREWS AT �3 SCHEDULE @ 18"O.C. CORNER TOP 9 BOTTOM;AND UI_ ATTACH TO 6.6 STARTER W/ W90 +3 13 13 13) A32 x 1/2'GALVANIZED OR S.S.SMS, S.S.S 1/2"GALVANIZED OR POZ30 5.5.SMS 3/16'0 ALUM.POP,0"(TYP.1 3/16"0 ALUM.POP RIVET,OR 1/4-211 RIVET OIL 1/4.20 MACHINE+ USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT a NUT @ 18'O.0ALTERNATE END STRIP DE AIL BOLT§NUT 18"O.C.(EXTERIOR) 5/16-18 T�iUMBSCREW IMD THREADED. WITH 6.8 SIARIER AND ANGLE Inw INSERT 3 AT 1/3 SPAN TO 2/3 SPAN SCALE:3"=1'-0" ANY TRACK W/ pyI FROM BO OM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. p W TYPICAL PLAN VIEW HOLE SHALL BE 3/8"MAX WIDTH,UP TO PSF I SPAN 6 SCALE To=T-0" 1'HEIGHT. 62 10V 72 822 94" . USE(1)BRASS PUSH LOCK 132 76 OR 11)5/16-18 THUMB LOCKING DETAILS FOR 2'g10(3,p) 02 95 SEE END STRIP SCREW THI/ADEO A INSERT 77 A7 1/3 SPAN CENTER MATES SCHEDULE FOR MAX.MA% W'.d TO 2/3- AN FROM SHOWN ON RANDOM 2 �' SPAN WHEN USING BOTTOM OF SHUTTER,. 3o DETAILS 3'810(4.7•) 02 � 20,4Oa,40b OR40G, ti� rn RECEI VINO HOLE SHALL BE 3/8"MAX WIDTH,UP TO 13 T 1/4" OR 6.B STARTER 1"HEIGHT. 30 ALT.'I'BfO 82_ 18.02- R, AX. WITH 21 OR 25. (2.7') B2 ` a� O112 t �40 40 USE APPROPRIATE g< D 132 7'• STARTER STRIP TO 5 93' b 0 20 PROVIDE CLOSURE n0.083' TOR 13 _ ST BUILDING CONDIRONS. . 23 2t - 80 e 64 7 FASTEN STARTER STRIP o INSIDE D 6 TO TRACK W/(2)H10X1' gai (INSIDE) SCREWS AT CORNER,TOP T (�i zx3 4 +�" ALTERNATE END STRIP DETAIL L BOTTOM n0.128' i ANY TRACK W/SCREW I. q SCALE-.3"_+'-0" 13 I aA� Rs fi0 18• BOSSES.- - V LejIW a 111• n 7, a I 1 9' W L vu FOR GREATER 5FAx5 OR LOADS TMAN O SILL W S110WN IN END STPIP 6CNEOUIE,END I� (n C] S1,MPS REQUIRE A I'XI'.090'CDP ANGLE RF c MIO SPAN USINGAMY ANCIIORGNTIE EXISTING GLASS a �j 0 1 v 13 SCREW OR I14-30 BOLTTO EMO STRIP. 30 ,pow USE f11 BRASS PUSH LOCK (INSIDE) USE 111 BRASS PUSH LOCK aF.., OR 111 5/16-IB THUMB OR 11)5/16-18 THUMB 13 as SCREW I O THREADED SCREW I O THREADED 3U N a'- INSERT 37 AT 1/3 SPAN SILL S! S2 INSERT 7 AT 1/3 SPAN a TO 2/3 AN FROM 1 TO 2/3 S2AN FROM "u(� BOTTOM OF SHUTTER BOTTOM OF SHUTTER (OUTSIDE) eg RECEIVING HOLE SHALL BE R gggp 11 1.1AX WIDTH,UP T� / 6 qZ +� 3 HEIGHT. 23 & �?� ~ TYPICAL OUT SIDE CORNCLOSURE - s 30 �EB� CC1 DETAILS WO/CORNER POST gg NTS 3 .13 CPMll O OOaDBRV9RLRMWOOPE. 13 3PwS 215 t3 23 (OUTSIDE) 15-2339 SILL E 111 BOX LOCK AT �MEOFM7OPRONI SPAW TO 2/3 SPANFROO M BOTTOM OF SHUTTER _ I TYPICAL INSIDE CORNER CLOSURE dF4 MULTIPLE SHUTTER ASSEMBLY 99 CC2 DETAILS WO/CORNER POST :e% 1' �= NTS EQia SCALE.3"= -0" a V 1 `I`4 L71111111// I RANK PEM6549HIIAH00r P.EI._ 0.610" STAINLESS STEEL NYLON WASHER OR ```�.NK .4 0" ALUMINUM0.357 - IIS y- ASSEMBLY " r0.Q50• If• Nop to ' 0.320°0 HOLE .an T o IF10 x 2-3/4"410 Hi S.S. 0 276" v,0 ma m 0.591" _� 4g _ NYLON w SCREW W/TC UL1lU1C'OTE 1F• �,(] O.B80 WHEEL tl v O 0.120'o INSERTS COATING ri O.OSb" T- INTO TYP TOP 8,BOTTOM ry 0.062" 240. TRACK ) �tOIP'•'.'�(ATS-Olc 'C �u m3 Pii _ NYLON BUSHING W/WASHER: I I1.9h. ••C,m 3$$�yIPi I TYP.AT EVERY OTHER 0.870" 0.750" 7/16'0x1/2 INTERIOR JOINT TOP 0,154'-} Y0.137' ��i�N \� t� Ing r 5'MAX. � INSIDE JOINT AT TOP. 7/160x1"0 INTERIOR JOINT BOTTOM 9� ENG ' t'" CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR /1111 I I I I Ili 7� °� U Ig ANGLE HOUSING-ZINC DI CAST,POWDER COATED bb 22 ROLLER ASSEMBLY 24 BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT SCALE 14ALF SIZE SCALE+HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE SCALE.HALF SIZC SCALE:HALF SIZE OR KEYfTHUMB TURN OPERATED INSIDE. BI 1 }0.250" 23 BRASS PUSH LOCK 3 SCALE:HALF 512E N W R0.155" 1.978" 2.125' .obi p 4.000" 0.236' ---1.742' 0.286" L.fiO3" 0.267" H RD.500" 0.500" --1.710" -1.224"- 0.623' 0.531" 0.531" S � qO.71901" D.09D" 0.319" :26 � m J 0.064" m 0.2 " 2.250"� j_ 0rm. 09 m .26- .. 0.607" I 0.607° m W{ E 0.250' 0.118' JY 10.224" 0.239"- � .0.060" 0.496" 0.240 .U'2.000" ��2.750"-'1i.< 0.240'17 RAINGUARD DECORATIVE fL00R TRACI< 6^ \irlsm< 0.160" 0.222"1 r F SCALE:HALF 512E SCALC�HALF SIZE 1.001 0.062'0,062• 0.062 0.176" 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER FcF° FFF� SCALE:HALF SIZE SCALE HALF SIZE SCALE-HALF SIZE C g -4-0.062' 05 y-----5.500'x 13/16'WIDE 7/16"0 STAINLESS 'A 7.167' STEEL NUT 'j I .c _L •LI� x.06 3 30 q . 0.125' ^7y�- 0' 0,438" CD _0.188" 5/16-18x1 MACHINE SCREW "; "<coa L- TYP. 5/16"0 INTERNAL STAINLESS STEEL ^k °j " 0.121• p g � -4.500' }0.689" POWDER COATED,ZINC DIE-CAST THREAD 0 SECTION A HEAD STYLE VARIES m D LLTa MODEL 2 t2 3g T-LOCK ADAPTER 37 T•-SCREW INSERT 3S THUMB SCREW a �- 1;osD INDUSTRIAL SYSTEMS (OPTIONAL) SCALE-FULL SIZE SCALE:FULL SIZE {; o 1--'„-0.254" 400 4Ob 35 BOX LOCK SCALE:HALF SIZE w 0.319 f ND STRIP 1 r D.IzsL SCALE,HALF SIZE �---2.000"-� 2" & 3" EXT a ^ �-1.625' �-1.500"---f � SCALE: HALF SIZE RD 0.125' gaa p 0.050• 0.093 q$ 7 4 0 no 0.125' plplIWFRNKLWNWWPE o.2sD• 0,093`o � O.oas' "; L 15-2339 1 L IG A1ll PAGE I)FDL'Rynoml ?D ALT. 1" END STRIP 21 1.5'x3"x0.093" ANGLE 25 2"x3"x0.125" ANGLE 39 2X2 ANGLE SCALE+HALF S1ZE SCALE.HALF SIZE SCALE:HALF SIZE rt�j SCALE,HALF 512E _v55 W14EO6 �mAnnf�q' .EC`. PROJECTION VARIES _pNl`•'•' 2.874' - 4.874"MAX. 4`(': L ••S•''pli0.062" 0.450` 0 0.080• 65q -r o 0.125" 1.700"- 0.100' {-1.830" -0.062" 1:700' O.100n ri -rt -1- 0.080" D.D63' I QT L' STAT •* O N --I--T 0.195" or 0.195" 0.096' L 0.060" 0.070' „ 0.060'Vkwo�-�4 iv 2.820" •••• RIDA 01 6 0.125' r, 0.062"1 gr }-1.908" <O '1' In 0.630 -�-� 0.630A 1.993"� I �� / ••w m D.062' 0.062" ^.� 0.343' 00 � a0.630' -�--� 0.971" }0.971"� 0.143` II�ll� U 7iI/ I_I��1-� �1i«i0^ O0.630" 0.06 1I 00062'0.062 _"•2�" 9'� 0.062"-tOD' `-, �~ 5��,00011`u`a" U I1 069" /�/ z or m Y SUPPORT LEG OPTIONAL- ••• }-1.069'-} 0.200' I I 0.062" 00" Z 5.745'MAX. 0.062" T'1.069"-} 111 8•y --5.745"MAX. � OjWALL 0 BUILD OUT WALL O STREAMLINE CEILING TRACK V STREAMLINE WALL TRACK ('�HEAVY HEADE- -1 L rg)LITE HEADER SILL ow SCALE:HALF 512E v SCALE:HALF SIZE SCALE:HALF SIZF. v SCALE:HALF 512E `/ SCALE:HALF SIZE `�� SCALE:HALF SIZE O WHERE SHOWN,SCREW BOSSES rn O.FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS •7 0.874"1- Iy�2.655' 0.675' IC 2.195" I }---}0.510' '2.195" 1.230" _1.229" I I 0.060" 0.75. y� \YES zm �.---';I vu 4.84'1.069' - ri 831 ry vl i i 0.105' I j ry 0.075 n� O� 0.075' 5 0.105" ti --_IEEE-_-_- I I I -_-_. 0.994'1 I I t--4.530' _ �__•� .: I I-I- NOTE:TESTED THICKNESS OF 0.7017 -� ,--- -�---- _ -•---' �-4.510' -I 4 -3.506"--{ BARE METAL W/O PAINT IS 0.039' r` O SILL ADAPTER EXTENDED SILL IG EYTENDED SILL ADAPTOR I� ADJUSTABLE SILL BOTTOM 13 6.8 STREAMLINE SLAT/BLADC [� SCLALE.HALF SIZE g SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE C� L SCALE:HALF SIZE F ' 0.080° 0.477" 1.570' 0510" ��'��� �ea 0.143" 0.143".{Ii 0.590" 0.341. 1 O6 0.070' 0.245" 1.708•-}I0.143' 0.096", ) .060 ¢ 9 0 '-j}=T- � --r 0.135' (( 0080, 0.137' 4.753' d . 0.090"rl N -O.D96" 0.080' Is MIN �B o.oeo• ' 0.044" 0.227' 0.682' 0.630^ 0,060. 0.693'j CWReulfOVYRLlBlWODtd I I I15-2339 NOTE:THICKNESS OF BARE 40.420" 11cA", - METAL W/0 PATNi IS 0.039" 17 ►AYE OESC�iy770M1 �g 6.8 STREAMLINE STACK 16 RADIUS CEILING HEADER/SILL 6.8 STAIgRTER WALL SILL CLIP Igb WALL SILL SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE - � 99 -- - ---- - - -- -- - - - 6.8 STREAMLINE SHU17ER E5,9 GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ WITH THE z I. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE W FLORIDA BUILDING Na PC0046514E CODE SIXTH EDITION W01 FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE AND THE INTE MZONE R WAAL BUILDING CODE(IBC}AND INTERNATIONAL RESIDENTIAL CODE UNUNITED WIDTH- THIS SYSTEM MEETS MISSILE LEVEL"D"AN INCLUDES ESSENTIAL FACILITIES AS DEFINED IN E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE. BECKON STATE OF up, DETERMINED PER SEPARATE ENGINEERING IN ACCORDAASCE CE WITH THE GOVERNING CODE.PRESSURE w m REt7,M 8. IR MENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE C ume .I FLORIDA'BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN L I PRESSURE CAPACITY VALUES LISTED HEREIN FOR AN ASSEMBLY AS SHOWN. A., g- 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/20 E199YE330. z r :SIGN PRESS .ff2D3 AND ASTM E1887 4. D IC Y Er 9> PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM STED PRESSURES DI IDED Y A 1.5 SAFETY FACTOR. S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND "M ZONES IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL Lu �hq w CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. PLAN VIEW .0,w 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND 3�111 LOAD DURATION FACTOR Cd-1_6 WAS USED FOR WOOD ANCHOR DESIGN. r-.5 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE a 01 a DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR in w ww WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 SHALL 13E USED. S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC tn SITE. 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 PRODUCT APPROVAL USE Or THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER TM 6IG15-23 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 THE STRUCTURAL SUBSTRATES DETAILED HEREIN. or Ii. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS l6wma I WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING NUR I E P.ROTE 2. . RIPAN T1 . OFFICIAL MAY RETIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,S19NED,DATED AND BOTTOM SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE TRACK DEVIATION AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL 13. EACH 1p�ER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM LOCKING MECHANISM,SEE INFORMATION: TYPICAL PLAN VIEWS TOWN&COUNTRY INDUSTRIES 'ORT LAUDERDALE 6 Ft MISSILE LEV ELD-ASTME188 E19968LE330 TYPICAL ACCORDION TAS 201 202&263 SHUTTER ELEVATION - FLORIDA PRODUd APPROVAL NUM13ER NITS. 1.4. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TABLE 2: EXTERIOR El K.S.I. IS. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.L,U.O.N.POP RIVETS SHALL BE 1/4-0 OR 3116-05052 MINIMUM SEPARATION FROM GLASS ALUM.ALLOY. .16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ NON-HVHZ E$Rf�t!TJAL 17.' TOP AND BOTTOM DETAILS MAY HE INTERCHANGED AS FIELD CONDITIONS RE FACILITIES 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER 19. MOUNTING EXTRUSIONS MAY BE SENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". INSTALLATIONS INSTALLATIONS 20. ALL DIMEN51ONS SHOWN INCLUDE POWDER COATING FINISH. SPAN INSTALLATIONS INSTALLATIONS hag :5 3WABOVS >301AOQVE :5 30'ASOVE >30'ABOVE 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRA 22. SHUTTER MAYBE INSTALLED WITH UP TO( ADDITIONAL BLADES OF SLACK. 23. SEALANT SHALL BE USED ON ANCHORS OR YIRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 7z' 2-114" 2-318. 1 TABLE 1: 3.12" 1-7/8' 1 3-610" 1-7/8` x ' TABLE - TABLE 1 NOTES- 120, 4-118' 2' 2' ACCORDI", ION SHUTTER 1. DESIGN PRESSURES SHOWN IN"ACCORDION 2' SHUTTER SPAN SCHEDULE"ABOVE ARE L_. 5' _2' SPAN SCHEDULE MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: I HVHZ;DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. EACH RESPECTIVE SHUTTER SPAN. AT 9 � POSITIVE NEGATNE Z LINEAR INTERPOLATION SE:TWEEN SHUTTER 2: Rw!DEFINED AS ALL LOCATIONS OTHER. THAN MIAMI-DADE COUNTY AND BROWARD COUNTY SHVEM DESIGN OF-SIGN SPANS 15 NOT PERMITTED.FOR SPANS "3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND 15-2339 SPAN PRESSURE PRESSURE BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". -squep (PSFI (pan SPAN SHALL BE USED. - 4. INSTALLATIONS IN WIND ZONES I THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 3W SHALL 72" 100 1 HAVE 2-77B' 1-5J6'WHEN>30'MINIMUM SEPARATION FROM GLASS WHEN S 30*ABOVE GRADE,AND BB' TO 70 ABOVE 6 E. 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED,MR SPANS 0MVICEN THOSE 91 120, 63 13 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED, 144' 1 06. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED.1 E16-09, N ITH ASTM 99