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HomeMy WebLinkAboutProduct Approval LWIM TUM ANCHOge PACING tiny} SCHEOUtE FOR A GNEN MAX, SHIKIER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES ACh DESM NECATRS PRESSU.°C'RATM;G��. A CORRI;4PT)NOK, t IF,nij `TYPE FORVnM OR MRM BLOCK INSN 1 AMM (SEE NOUNTINDs E 0,&H ON SHEETS a&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: PCEIRM CoicitaigiowicsEDE am POURED OONCAM (A) TO EXISTING POURED CONCRETE 011m Cc-3 ksi) I QWALL SILL MOUNTING G�CEILING MOUNTING ' FLOOR MOUNTING - 1/410 TAPCON OR TAPCON WITH ADVANCED THREADFCRM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. (Min. rO 3 lot) 1/4.0 x 3/4•ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Mtn.1'0 3 ksi) (0) .0.9UN f{tATgE P(tESAE'fE RMP1G 0.am"tCGA1AE P ,PATtiG 0. KFAiNE N+RfSRPE Rl3TIC - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,CYC.(Mk1.1'c-2 kai) - 30 140160 75 90 120 160 205 30140160175190 f20 160 205 30 r4O TAPCON OR 75 9D i24 160 205 TAPCON WITH ADVANCED - 1J4'i TAPPER+ANCHORS AS l4ANUFACTUREO BY POWERS FASIElIERS,INC.,AND DISTRIBUTED!TY ALL POINTS SCREW,BOLI•$SPECIALTY 14 2 to s a 0 6 s tt f2 to s a s a ti fa s a a a a THITEAOFORM TECHNOLOGY COMPAX OR ANY OTHER APPROVED LICENSED OR AUTHOR11E0 VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEILS ASSOCIATION,INC. 3'-0' 14 J2 70 9 6 8 8 5 4 '12 to 9 8 9 8 6 14 12 10 9' 8 8 a 6 (Mx>,le••3 kS{) LESS ti 12 10 9 8 8 6 6 41 12 10 9 a E 8 6 14 12 t0 9 8 8 6 S ALL POINTS SOLID-SET BLUE IAP WJ CAP NOTES: t;112 1101 9 8 8 6 7 14 12 10 8 6 B 8 6 14 12 10 9 8 8 8 6 TAPPER+ Al)MINIMUM EMBEDMENT iM0 POURED CONCRETE OF TPPCUK OR TAPCON WITH ADVANCED THREALIFOAM TECHNOLOGY ANCHORS AND T7PP£Rt ti 1121101 9 8 7 55 1S 14 12 10 9 8 8 6 8 14 12 10 9 8 8 6 S ANCHORS IS 1 3f4-,AND FOR BLUE TAP W/CAP ANCHORS is 1 1/2-. 4'-0' f4 12 IO 9 8 8 5 b 14 12 10 9 a 8 6 B 14 12 10 9 8 8 6 3.5 14 12 10 9 a 8 4 4 14 12 10 9 8 8 6 4.5 14 12 to 9 8 6 4 33 A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLI!-SET ANCHORS SHALL BE 7J8-INTO THE POURED CONCRETE.NO EMBEDMENT 14 12 10 9 8 8 8 AS 14 T2 f0 9 8 8 6 55 t4 /2 10 9 8 a e 4.1 4 gQ UtaU1XN15 OF USE tOR INTO STUCCO SIULLL BE PERMNITED. 1/4-0-20 SLS NPCWNE SCREW USED 51WL 0£! 1f2"ltkKT MINIMUM SHOULD STUCCO 14 12 10 9 7.5 55 15 - 14 12 10 9 8 B 6 5 14 12 10 9 8 7 SLS 4 009.AND 1'MINIMUM FOR WALLS WITH NO STUCCO. i4 12 10 9 8 8 e 6 14 12 10 9 6 0 a SLS 14 t2 10 9 a 8 a 4.5 BtAaE NOH SHFEt 19 5'-0' 14 12 t0 9 8 7 4 - 14 12 10 9 8 ITS 5 JL5 14 12 10 8 63 5 35 3 A3)IN CASE THAT PRECAST STOW,PRECAST CONCRETE AINPANELS.PAVERS E ANY VENEER F FOUND ON THE EXISTING SHA WALL S FLOOR, 14 12 10 9 8 7.5 4.S - t4 12 TO 9 8 a 6 43 14 12 10 9 B e 4.5 75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEANO SAID DUAL FINISHES ANCHORAGE SHALL 0E AS INDICATED ON 14 12 93 7.5 6.5 C5 - - 14 12 10 9 8 7.5 S.5 4 14 12 10 9 8 6 4.5 3.5 NOTES A1)&A2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR SIPS WITH OR WITH=METAL STUDS CONSULT THIS ENGINEER.FOR 6"-0• 14 /2 10 9 a 0 6 - t4 12 10 9 8 a e 5 14 12114 9 8 83 3 3.5 INSTALLATION INTO EiFS WITH METAL STUDS SEE SHEET 20. f4 12 10 9 7.5 55 3 - 14 12 t0 83 7 53 4 3 f{ 12 8 aS 5.5 4 3 14 12 10 9 8 6 - - 14 12 10 4 6 e5 S 75 14 12 f0 a5 8 5 4 - (e) TO EXISRNG CONCRETE BLOCK:(ASTM C-94) 14 12 8 83 5S 3 - - 14 12 f0 4 8 6.5 43 3.5 14 12 10 8 7 5 13 3 - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTUREO BY LT.W.BUILDEX. 14 f2 8 4 . 8 - - 14 i2 t0 9 8 7 S 4 14 12 10 9 7.5 55 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS CISTFI00TED BY ALL POINTS SCREW BOLT&SPECIALTY COMPANY. 7'-0" - 1/4-0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS D'RECT,INC. 14 12 10 8 6.5 < - - 14 12 9 7.5 a 43 3.5 - 14 0.5 7 6.5 4.5 15 - - _ 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC..AND DiSTWBUtEO BY All POINTS SCREW BOLT&SPECIALTY 14 12 f0 83 7 { - - 14 72 10 9 73 5.5 4 - !4 2 9 7 73 4.5 - - COMPANY OR ANY 0114ER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMEWRN SHUTTER SYSTEMS ASSOCIATION,INC. 4 11 7 5.5 4.5 - 14 12 10 9 7.5 SA 4 - 14 12 9 7 6 4.5 3 12 10 9 8 65 - - 14 12 10 9 6 6 4 - 1 12 0 8 6.5 5 3.5 = NOTES: 12 8.5 7 5.5 3 - - 14 12 8 6.5 5.5 4 3 - 2. 9.5 6 5 4 3 - 8.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON.BLUE TAP Wf CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 4 12 9.517.$ 6 - 1+ 12 93 B 6.3 3 - 14 t 8 6 6.5 4 - WITH ADVANCED THREACFORM TECHNOLOGY ANCHORS IS 1. 13 9.5 6.5 5 3.5 - - 14 12 10 8 6.3 5 - •' ti 2 5 6.5 S 4 - 9.-O. 14 12 t0 9 8 - - - 14 12 t0 9 7.S 4.5 - - 14 t2 83 7 3.5 4 - - 8.2)IaN1MUM EMBEDMENT OF 1/4.0 x 3/4'ALL POINTS SOLIO-SET ANCHORS SHALL BE ENTIRELY E88EDDED ORO THE CONCRETE BLOCK,NO 14 f 13 ZS 6 4 - 14 11 7 5.3 S ," n a 33 4.5 3.5 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL 6'.1 1/2"LONG MINIMUM SHOUIO STUCCO 14 12 B 6.5 4.5 - - 14 12 8.5 7 5.5 { - 14 10.5 7 55 6 4.5 - EXIST.AND t'MINIMUM FOR WALLS WITH NO STUCCO. NILS 8.5 5.5 1 - - - - 14 12 9 7 6 4.5 - - 14 I1 7 53 4.5 3.5 - 10'-0" 1. t2 10 9 7.3 - - t+-i2 t0 8 as 3 - _ t4 t2 6 8 5 4 - - 0.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR• i4 to.5 7 5 3.5 - - - 13 12 10 5 4 5 - - 14 73 5 4 3 - - - ANCHORS SCULL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL riRSHEs.ANCHORAGE SHALL BE AS INDICATED ON 14 11 7.5 53 - - - - 14 11.5 9 6 5 4 - - 15 9.5 6 5 4 4 - - NOTE 8.1)OR &9.2)ADM. D LATION .EFS WITH META.STUDS FOR INSTALLATIONS ON SEE SHEET OSIDING A 0FS�H OR WITHOUT META,STUDS CONSULT THIS ENGINEER 10.5 8 5 - 14 12 a 5.5 SA 4 - 13 10 1L5 5 4 3 - 14 12 10 - - - - - 14 12 9 7 6 4.5 - - 14 10.5 7 5.5 4.3 3.5 i2.5 9.5 5 _ _ _ _ _ t2 g g 4.5 4 3 - - 9 7 4.5 3.5 3 - - - (C) ANCHORS SHAIL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCKWS MANUFACTURER. - -t4 t0 7 - - - - is R. 7 5.S 4.5 - - - i.5 a5 5.5 4.5 75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 93 7 4.5 - - - - ti 11.5 7.5 IT s - - - 12 9 5 4.5 + _ - DOGE Di�7ANCE VERSUS SPACING SCHEDULE FOR ANCHOR' 12'-0- t4 t2 10 - - - - - t4 12 a 6.5 3.5 - - - 1 10 &5 5 4 - - 113 6.5 4.5 - - - - it a 55 4 15 - - a 6__4 3 - - - MAXIMUM ANCHOR SPACINGS AAE VALID FOR EDGE DISTANCES INOICATED BELOW.FOR E_D.LESS THAN TM-NCICATEO,REDUCE ANCHOR SPACING 133 93 6 - - - - - 13 93 6.5 5 4 - - - OS , 3 4 - - - REDUCED SPACINGBY MULTIPLYING PACING OBWNED USING FACTOR FACCR OR SHALL NOTDULE BY E FOLLOWING BE LESS T1iN�RN1tUM SPACING INDICATED FOR UCH ANCHOR TWE. 9 b.5 - - - - - ti t0.5 7 5.5 4.5 - - - 11 6.5 35 4.5 3.3 _ - 13'-0' 14 12 - - - - - - 14 11.5 7.5 a 5 12 2 6 4.5 4 - - - FACTOR los s - - - - - - to 7.6 s 4 s - 7.s s.s 4 3 ACtUAI TAPCON WITH ADVANCED TAPPER + t2.s as - - - - t2 9 6 +.5 4 - - as 7 s J- = - - EDGE TAPCON All POINT SOLID SEI BLUE TAP W/CAP e - - - - - - 13 9.5 6.5 O.S 7.5 5 - - in HV BLADE OR O(CfANCE THREADFORM TECHNOLOGY MM.SPACING 14 12 - - - - - - 14 10.5 7 5.s - - - - 11 8.5 53 - E.D. MIN.SPACING 3' MIN.SPACING 3" MILL SPACING s 3 1/2" MIN.SPACING.3'. .3 3/4'- --4- 14'-0" t0 7.5 - _ _ _ _ _ 9 7 4,5 3.5 - _ _ _ 7 S 35 - - _ D - - POURED CaNORETE& FCAPED IX1�TE CEN BETE BM PpJREO CONCRETE& POURED COHCR7E&p01��q 7E am 11 8_S.S.4.5 - = 9--6.5 43 - D CONCRETE BLOCK 1!A,FA.•J 1 1111 E0..2 t}R' COFNCREIE BLOCK CONCAEIE 9lOCKLot EG-3 1 lift Ittl 1fL EA-3' �" MR.M-3 T Mti ED.4TS - - - - - 12 9 6 - - - 9.5 7 43 3• 1.0 0.90 1.0 0.78 7.0 0.84 1.0ts'-o' " - . 0.S a 5 - BLADE WORKING 2 1/r - -- DLII 1.0 - - os7 Lo ._ -g _- s 6.5 4 - - - - es 3 3 - - IN UNISON ♦ -to 10.3 8 5 2- -- - _ 0.71__ _ _ _ �_ - 0.51 1.9 8.5 3.5 _ _ _ _ _ 9. aS .4.5 - _ - _ -1 3/4" •- 0.9) - - - 0.43 2-5 9.5.si ! 2' 0.8 64 _ _ - _ - 6 4.5 3 -9s 7 s - FLORIDA BUILDING CODE(Nan High Velocity Hurricone Zone' . 0201?_TIE_O_•INC. . . 02017 PSTERN METAL SUPPLY, INC. ' Ei' BERTHA H Av % Accordion Shutter Sy stem . . RV. RADE#T W/OR W10 KV YdNDOW EILADE�fLEtH:. J American Shutter Systems TICCIT TESTING &'ENGINEERING COMPANY Y Ev.na 6ESC9IPTwy DATE DRAWN BY: LC. 6355 aw.36u.SL.St-.305,VWc@dA GARDENS.FLORIDA 3316 Association, Inc. n (305)871-1531 I OLD 15D85 1J27f1 DATE: 07/27/17 ©�• ^ ' - ; PAone:(303)071-1530.P9.: 4268 Webtroods Drive 2 DRAWING No �Lf1 ♦'..pRIDP^.•`c�4.i,`4 4 mEBeNoo4o67 a Dom tYest POIm Beach, FL 33407 rF. - 17-107 - / •q•�•••'•' �� 11 WALTER A TKUF J,.P.E.P.ESEJ1k/SIC 74Jgf,,,,DATE FLOftDA Lia{44167 "- SHEET of 20 MAXIMUM ANCHOR* (jn.l SCHEDU E FOR A -N MAX. SN JITTER SPAN, AS.D DESIGN NEGATN PRESSURE RMNG AND A �,QR�POMDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE 1101R100NC9 t.J.It a L ON sum 7) POURED CC1 OfME POURED CONCREtE BLOCK ' wax arfrt s t TRENCN ANCHORS SPACING LEGEND 11A1g1atY QRNNGUARD MOUNTING (E)WALL/FLOOR MOUNTING UL WPL1.fWA(H GtE12 MOUNTING SPAN DIM MC06E FR.SA.6E RATO(1W a OEM MIWK PRLS4.46 9A7R0(pr G9ot t1ECOT.i:ffe4k;FS RIJsfO SUM f¢cnmc PFEMM 9ADN6_. TAPCON OR (it) TAPCON WITH AWANCEO 30 40160 75190 1120 160 205 30 40 60 175 90 120 160 245 3D 140 60175190 120 160 205 30 40 60 1751 80 1120 160 203 THRFPDFORM TECHNOLOGY 14 12 110 9 8 e e 2 12 12-112 1 to .5 a,5 7 t r ] 7 5 s s s s s M7 s ALL POINTS SOUD-SET 3•-0. 14 12 10 9 8 8' 6 6 12 12 12 12 12 12 9,5 7 7 7 7 a 7 7 7 7 3 5 5 5 5 S 5 3 DR(ESS 14 12 10 9 8 3' 6. 8 12 12 12 f2 10.5 3 5 4.3 7 7 7 1) 1 7 7 7 a5 5 5 5 5 "9 5 5 S BLUE TAP 14 12 10 9 8 e 8 6 12 12 12 12 12 to 7.5 6 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 TAPPER+ }4 12 10 9 8 8 8 6 it 12 12 12 73 aS 63 3 T 7 7 7 7 7 3.5 4 3 3 5 3 5 S 3 4 4•-0. 14 12 10 9 8 6 8 6 12 S2 f2 32 12 9S 7 5.5 7 7 7 7 7 7 7 7 5 3 5 5 3 5 5 3 14 12 10- 9 a e R 5 12 12 12 a5 6 a 4S 3.3 7 7 7 7 7 7 aS 3 5 5 5 S 5 S 5 3 14 12 10 9 8 8 0 5 I2 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 5.5 5 5 5 3 5 5 5 3- 14 12 10 9 8 8 0 8 12 12 112 11 9 7 5 4 7 7 7 77 S.S 4 3 S 5 5 3 5 5 4 3 t4 i2 t0 9 a e a a 12 12 12 12 10 7.5 55 4 7 7 7 7 7 7 7 7 S 5 15 6 5 5 5 5 14 12 10 9 8 IS 8 6 12 12 94117.5 8 4,5 3.5 -17 7 7 7 7 7 5 33 5 5 3 5 13 5 5 4 14 12 10 9 8 8 6 6 12 12 12 9.3 8 8 4.5 - 7 7 7 7 7 7 SS 4 5 5 5 S 5 5 5 { 'k SEE ANCHOR 14 f2 10 9 8 8 e 6 12 12 1.S 9 7.5 5.5 4 3 7 7 7 7 7 4.5 3S - 5 5 5 5 5.4S 35 - SPECIFICATIONS 14 12 10• .9 8 8 6 e 12 12 12 10 8 8 4.5 13 r 7 r 7 7 7 7 T s s s- s s s S s ON SHEET 13 is 12 10 9 a a 6 5 72 t2 8 6 5 4 3 7 7 7 7 7 5.5 4 6 5 5 5 5 S 4 3 74 t2 10 9 8 >!" 0 5 12 12 10 8 6.5 5 .75 - 7 7 7 7 7 e 4.3 - 5 3 3 5 S S 1.5 - 14 12 10 9 8 6 6 6 12 12 10 8 a5 5 3.5 - 7 7 7 6.5 5.5 { 5 5 5 S 3 4 3 , ,7,-0. 14 12 10 9 0 8 6 8 11 12 12 aS 7 3 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 5 S 5 14 12 10 9 8 8 8 6 12 10 6S 5 4.5 3 7 7 7 7 6,5 5 J 3 5 5 5 S S 3.S 3 14 12 to 9 S. 6 6 6 12 12 6.5 7 " 4 - - 7 7 7 7 7 s - - 5 5 5 5 5 5 4 - Q VALID ONLY FOR U' TO +70, -75 14 12 t0 9 8 8 6 - 12 12 8.5 7 5.5 4 3 - 7 7 7 5.5 4S 3 - - 5 5 6 5 4,5 3.5 - - PSF A.S.D DESIGN PRESSURE 14 12 to 9 a 8 6 - 12 12 0.5 7.5 0 4.6 3.5 = 7 7 7 7 7 7 7 4- 5 3 3 5 5 S__ 5 5 RATING & FOR SPANS PER 74 12 10 9 a 8 6 - 12 9 6 4S 4 3 - - ] 7 7 7 ss 4 - s s s s s l SCHEDULE 3, SHEET 11 14 12 10 9 a e 6 - 12 11 7S 6 s 75 - 7 7 7 7.5 6 4.5 - 5 5 3 5 5 4.5 - 14 12 10 9 8 8 - 12 1.5 7.5 6 5 3S_ - 7 7 6.5 5 4 5 5 5 5 4 3 9•-0. 14 12 10 9- 6 8 - 12 12 9.5 S.5 5.5 4 3 - 7 t 7 7 7 7 8 3 5 5 5 5 5 5 5 5 14 12 TO 9 a a - 0.5 8 S 4 3.5 - 7 7 ) 6 S 3S - S 5 3 5 5 4 J 14 12 10 9 8 a - 12 t0 6.5 S CS - 7 7 7 6.5 5.5 - 5 5 3 5 3 t 14 12 10 9 6 9 - 12 0.S 7 SS 4,3 3S - 7 7 55 4.5 3.5 - 3 5 5 4.5 3.5 10'-0'14 12 10 9 6 B• - - 12 11 as 6 5 35 - - 7 7 7 7 7 7 4S - 5 5 S 5 5 5 5 4.5 14 12 30 9 8 8 - 9.5 7 4S 3.5 J T ) T 6S 4.5 - 5 5 � 5 45 33 I4 12 10 9 a 0 - 12 9 6 5 4 ] 7 7 8 3 5 5 S 4.5 S 14 12 10 9 8 8 - 12 9.5 6 5 4 J 7 7 5 4 3 3 5 3 4 3.5 11,-0• 14 12 t0 9 8 a - - 12 10 7 5.5 4.5 3.5 = - 7 T 7 7• 7 7 35 - 5 5 5 5 3 x $ 4 H V BLADE O N LY 14 12 10 9 a 8 - 8.5 6.5 4 3.S 3 - - 7 7 8 S 4 - 5 5 5 5 4 3 14 12 10 9 6 8 - - 11 8 SS 4 - - - 7 7 7 5.5 4.6 - - - S 5 5 '5• 4S - 14 12[111,100 9 a _ 1.3 a5 5S 4S 3.5 - 7 7 4S 3.5 - 5 4 3.6 J 12'-0,ti 12' 9 8 - - 12 9.3 a5 5 4 3 - - 7 7 7 7 7 6 3 - S 5 5 S 5 5 4.5 3.5 , 14 12 9 8 8 6 .4 5 ) 7 55 4.5 3.5 - 5 5 5 4.5 4 3 14 /2 9 a - t0 7.5 8 i 7 7 6 5 5 5 5 5 4 14.1290 0.56543.5 - 76.5453.5 - 354.53.53 13,-0.14 12 9 8 - - - 1.5 8.5 6 {S J.5 J - - 7 7 7 7 7 4,5 - - 5 5 5 5 5 3 4.5 JS 14 t2 9 e 7 6S 3.5 3 - - - - 7 7 5 4 1 - - 3 5 5 4 3 - - 14 12 9 8 9 7 4.9 75 - ) 7 SS 4.5 - 5 5 5 4.5 4 14 12 9 - 10 7.5 5 4 3 7 6 4 3 5 5 4 3 _. 14 12 9 - - - 0.5 6 5.5 4 3.5 - - - 7 7 7 7 7 4 - - 5 5 5 5 5 S 4 J - 14 12 10 96.5. 5 J 7 7 S 35 - $ 5 5 4 14 r2 10 •9 - - - - a5 9.5 4 - - - - 7 7--5 -4 5 5 5 4 --- f4 12 10 - - 9 7 4.5 !.S ! _ _ 7 S.5 15 - - - - - 5 5 1S 1 15, 14 12 10 - - - - - 10 7.5 5 4 3 - - 7 7 7 7 7 3.5 - - 5 5 5 5 5 5 4 J - 14 12 10 8 45 3 - 7 7 4.5 3 - 5 5 4.5 !3.5 14 12 f0 - - - - - 8 6 4 - - - - - 7 7 5 - - - - - 3 S 5 - - -14 12 10 - 8.5 6.5 4 JS - - - - 7 5.5353 'S-3.58' 14 /2 10 - - 9.5 7 4.5'3.5:_3.' - - 7"7-'1' '7 8 1 - 5 5 S S 4.5 3S 14 12 0 6 4.5 J 7 65 4 1 5 4 74 f2 70 - - - - 7.5 S.S 75 - - - - 7 / . - _ - - - 5 5 4.5 - - _ = FLORIDA BUILDING CODE{Non High Velocity Hurricane Zone • ... . 0114,1111.•• • Cf��, - _ _ ®2017 EASTERN METAL SUPPLY,INC, _02017-Turco,INC. LICENSE•, A S S A BE TMA leliPTte Accordion Shutter System ■ ■ ■ ■ KV. BLADE#1 Wf OR WIT?H.V.1MMaW BLADE i Americom Shutter Systems • TILUT TESTING & ENGINEERING COMPANY EV.N DESCaIP1to as ORAw'N BY: LC. fl� ,t 6355 It..36th.St,54.305,%TiG GA9001S,noN64 3316 A930C1OttOR, Inc. 1 OLD 15-085 7f27f1 OATE: -07f27f17 Ph-:(3051871-AAO.Fa.:(305)1!71-153f 4268 Westroods Drive 2 ���1 '•: �'.•'\0 a-.*D:04,40-1.- West Palm Beach, Ft 33407 1 DRAWING No :e^SjaMAL ENS',,11 114 R A.A.TIL6719 17-107 WAVIER IttU1 Jr.P.E. 4 rlORIDA Ca E 44167 s SHEET P.E. SEdCJ3MNAYURE/DAT-t" 6 14 OF 20 t'.7' aYJ ��AT IR±iTA'itaNS AYD CDNMIJS Of USE FOR 133FRM1! G 0'(9 14 0 Tu A 5 T,MAIL A.S.O.LfSiGH PRESSURE tu7Nrr+110.- 110 p.5 T. 2.RAX•SINIrTER SPAN:96' -j- 3.ALUMO MOUNTIN :A D.O&N ON SHEEM 8,7;AS WELL AS IS, , MOUNTINGS U,0.T.U 2T&W 014 SHEER 16&17. S ONLY CEMERD IN W7ESSYMUEiFIIC+V.OR WJ 4 U :N CASE OFALLOWED A Of �m•�rR 9 j ti✓, �YUST BE INCLUDED ONLY AT WERIOR ACCESS SIDE OF 16 o I S (A)HY WN100W B1ADEt/y SFWl OXY ALLOW A W%06UM OF 5 OPENINGS TYP.EA FND ' �' (3•A HOI£S)FOR©PER BLADE AT SPAoNss stiew ON SHEET 4. y� (B)MIH.CLFNtAMCE FROr�1 TOP OR BOTTOM EOCE OF W MNDOW BLADE tl�j/ MAX 5 WINDOWS a. , A • , OF ANY 3'i HOLE rCR 9 SMALL BE It. ALLOWED AT HV^ rn WINDOW RUDE l7 C (CWNtly'�'T BLADE COMING OUT IRON STARTERS AT ENDS MAY BE NN S 1A (0)FLV WINDOW BLADE©MUST BE USED ALTTRHATE TO A SCUD HU BUDEO w �¢ ((THROUGHOUT SHUTTER'S WIH, T Ate¢ O1 C 1 AT EfNiER SIDE PJAA SMALL L AY;FM.BE RbTALED AOIACEW TO A SOLID W 'o • • f, 4 �1 (F)POLYCARBONATE hY WINDOW Q SILOL BE IN —0 50 TI§TABS FACE ' 9 C. THE IMEPoOR OF THE CPEHttIG BERG PROTECTED.HY WINDOW(4jI MUST 8E SEE END • , q i ONLY INSTALLED ANO LOCKED USING A NV SETTING 700L PRONGED tFr ASSA, CONNECTION _ • • �' INV. DETAILS ON SHEETS _ S '3 10& IB TV. b5( 6.SEE ANCHOR SPACING SCHEDULE FON NSTAtLATIONS INTO WOOD FRAME FULL HEIGHT. ¢g$ ,1 BUUINGS ON SHEET 15,AS LIMITED Br SPAN AND DESIGN LOAD(SEE NOTES 1 A� A 1&2 ABaVE). P P z Sa y aEH 1.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED S CONCRETE OR CONCRETE BLOCK WALL(N SHEETS 12& 13 AS UNITED BY T SPAN AND DE'S"LOAD(SEE NOTES i k 2 ADWE). 8.MINIMUM SEPARATION TO GLASS SCHEME.PER ASTU F-1996: (SEE PVN FOR REOUIRENENiS) I 1 I WIND ZONE YINIlgIM SEPARAMYE TO CLASS D N �rYP TDP&BOTTOM � �Z2�+9.(sJ'(1} _.. -------UNUUITED WIDTH---'— ELEVATION IDTH 1 1 SMRU 3 T- ' UN. SEPARAMN TO CLASS 4 6.25' Et.EYA7tQN SEE SGI,TDIRE GN SNELT TT tUR.¢= EXISTING GLASS A�t>Y THIS SHEET FOR&--M(D& - ---- --------- - �, 'S W /(D-� - -- 4' _ zlzz / - �IA R dS i _ _CEyI TYP. --- - SYMM FUGAL-CENTERMATES"'21 Sri 1 W/o 333555(5E NOTE 4 AQOVC) PSN - \` _�`Z4-25 TYEICAL i HV BLADE WQRKING iN_:UNISON.-WITH HV-WINDOW BLADE Uta SHUTTER* ___—'� -_- N;pFFAA� `f '� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 11iT Q,., •T/'' - .®2017 DlTECO,INC.-- - - 02017 EASTERN METAL SUPPLY,INC. s* ��cENsF :• `. BERTHA HVT14 IL EC O ���. A■S■S.A■ Accordion Shutter System Kv e1.anE ry) w/at ty,/o tLv HINDCW BLADE y American Shutter Systems Cy,N IESCRWMK DATE DRAWN Or LC. v :i TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 7 OLD 15-OGS 7/27/1 DATE: 07/27/17 '���'•,•�' 6355 N.M.,6N.51..Ste..105,1=11 41RUNS.F[rR9A 3316 [. ,1', Pso-:(305)871-1530.f-.(305)871-153t 4268 Westrnads Drive- 2 DRAWING No i_N`6r, �,; a-m21:1leesoCoSacan West Potm Beach, FL 33407 3 17-107 pN Al.L•v•• e8-0006719 4 WALTER A ILUT.e.RE rcCROA Uc.A 44167 3 SHEET P.E. SEALJSlGNATUREJDATE 6 19 OF 20 Florida Building Code OnlinePa i g ` e 1 of 3 SCIS Home' Log In User Registration Hot Topics Submit Surcharge Stats&Facts' Publications FBC Staff BCIS Site Map Links Search . db'y-- r Product Approval USER:Public User 4 ' Product Approval Menu>Product or Application Search>Apolication List>Application Detail FL# FL389-R9 Application Type Revision Code Version 2017 1 Application Status Approved Comments Archived ! ! ' l Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive j i West Palm Beach, FL 33407 i i, . (561)209-8263 bfeeley@easternmetal.com 1 Authorized Signature Bill Feeley !' lrodriguez@easternmetal.com i Technical Representative j Address/Phone/Email ! i � 1 Quality Assurance Representative Address/Phone/Email Category Shutters I Subcategory Accordion ! Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr. P.E. ' the Evaluation Report. Florida License PE-44167 E Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy!'Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER YSTEM ASSOC_INC DRAWING 17-107 CERTIFICATE OFiINDEPENDENCE.PDF i FL389 R9 COI AMERICAN SHUTTER'SY EM ASSOC-INC. DRAWING 17-106 CERTIFICATION OF IND PFN EN E(1)PDF ! FL389 R9 COI AMERICAN sHuTTER SYSTEMS DRAWIN 17-108 CERTIFICATE OF nF Referenced Standard and Year(of Standard) Standard j Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 Vii, 2002 TAS 201,202,203 i 1994 Equivalence of Product Standards Certified By • i I I u I https://www.floridabuilding.org/pr/-oTro-app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJux5.:. 1/8/2018 , Page 2 of 3 Florida Building Cade Online I , Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 i k Date Pending FBC Approval 10/19/2017 • j,l , Date Approved 12/12/2017 i Summary of Products FL# Model,Number or Name Description I' 389.1 Bertha HV Accordion Shutter- Extruded aluminium interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 17- (top and bottoi)for sto,_m protection 108 I , , Limits of Use Installation Instructiol;Ins Approved for use in HVHZ:No FL389 R9 II AMERICAN'SHUTTER SYSTEMS DRAWING Approved for use outside HVHZ:Yes 17-108 BERTHA HV ACCORDION'SHUTTER SYSTEM PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes l,. Other:Large Missile Levet"D".Max span is 12'-3"for 40 psf Evaluation Reports ,�I positive ASD load and 13'-0"for 35 psf negative ASD load FI 389 R9 AE AMERI , AN�SHUTTER SYSTEMS DRAWING the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 17-108 PRODUCT EVALUATION REPORT.PDF for HV3 blade w/o window blade and 8'-1l"for 62 psf,9'- Created by Independent Third Party:Yes 11"for 55 psf HV3 blade w/window blade working in unison.Max,span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 , HV Accordion Shutter-Blade Extruded aluminum interiocking blades retained by tracks 1 Onty-(Non-HVHZ)-Drwg 17-107 (top and bottom')for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC Approved for use outside HVHZ:Yes INC DRAWING'17-107 i BERTHAIHV ACCORDION SHUTTER Impact Resistant:Yes. S,,STEM.PDF Design Pressure:N/A Verified By: American Test Lab of South Florida Inc. 1 Other:Large missile level ".Max.Span is 16'-0"for 30 Created by Inclependent Third Party:Yes p.s.f negative ASD load depending on centermates and Evaluation Reports , locking rod configuration for the HV1 blade,8'-0"for+64, FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC- -72 p.s.f.A.S.D. load for HV blade for Keystone mountings INC DRAWING[17-107 1 PRODUCT OF EVALUATION 7'-0"p.s.f.for metals'stud mountings and 8'-0"for 110 REPORT 1 p.s.f.for.HV1A working in unison.See sheets 7, 11 and.20 Created by Independent+'Third Party:Yes respectively of installation drawings for other spans and pressures. I11 i 89,3 Bertha HV Accordion Shutter- Extruded aluminum interiocking blades retained by tracks i COMBO-(Non-HVHZ)-Drwg 17- (top and bottom)for'sto'm protection 106 ' 1 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC.. Approved for use outside HVHZ:Yes INC. DRAWING 17-106 HSERTHA HV ACCORDIQN SHUTTER Impact Resistant:Yes SYST.PDF l; ' Design Pressure:N/A Verified By:American Test Lab of,South Florida Inc. Other:Large missile.Max. 16'-0"span at 30 p.s.f ASD load Created by Independent•Third Party:Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Evaluation Reports J!; 12,25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC INC. DRAWING 17-106!;PRODUCT EVALUATION REPORT;PDF j Created by Independent'third Party:Yes Bade Next 1 I ii, Contact Us::2601 Blair Stone Road Tallahassee FL 32399 ptyjne:9, 487=1624 I f. ' The State on Florida Is an AA/EEO employer.Convriaht 2007-2013 Sta of Florida.:;Privacy Statement::A-• <sibility Stat ment Refund Stat m n 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.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 thepublic.To determine if you are a licensee under Chapter 455,F.S.,please dick_h=. l Product Approval Accepts: https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQrwtDgv.Y' II2vJ 5... I18/2018 GENERAL NOTES: 1.BERTHA M.Y.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION)Of THE FLORIDA BUILDING CODE,THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. _ DESIGN WIND LOBS-SHALL BE DETERMINED/S PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REWIRED BY THE JUMSDCTTON WHERE SHUTTER WILL TABLE OF CONTENTS BE 114STALLED WITH A DIRECTIORALIY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM'(AS.O.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS It THRU 15. 19&20. IN ORDER TD VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1: HV BLADE$Q& BY MULTIPLYUMt THEM BY O.e IN ORDERTO COMPARE THESE W/MAI.(AS.D)OESIGN PRESSURE RATINGS INDICATED ON SHEETS I1 THRU 15. 19&20. GENERAL NOTES SHEET i IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O..AS TESTED,WERE NOT OVER STRESSED.A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS Wff USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANAUMS.HOWEVER.A WAND DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASTENERS 64 WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1,2 OF THE'ABOVE MENTIONED CODE AS PER TYPtCAt SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL.WINDOW$FADE At Will DETAIL -HV BODE O /0214.01-03.#0715,01-03,#1004.01-05, 11214.01-05.10317.02-06.#0609.01-10 AND 10210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND AM E-1886 AREA 2: 1& BLADE C7 AND HV WINDOW BLADE 1nA AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1.2&3)& 11220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISS". H RF-APPLIC-ABLQ -HV WINDOW BLADE 9#0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D.WIND ZONES 1.2.3)BASIC PROTECTION ONLY AND 1 0725,01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F.CORCREIE/BLOCK SHEET 6 2. HV BLADE(D AND HV WINDOW SLADE Q ARE ENGRIEEREO TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTAUATIO14 DETAILS G-M.CONCRETE/BLOCK SHEET 7 3_BERTHA TLV.ACCORDION PINS(WSCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALT.BE#14x775`AND#140.75'RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE DETAILS 11Y SHEET 8 STAINLESS STEEL SCREWS WITH 135,0 kst YIELD STRENGTH AND 180 k9T TENSILE STRENGTH.PINS SHALL,BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS WSHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICA{SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-TB ALLOY IS 30.0 ksi AND 35.7 kd FOR END CONNECTION DETAILS 1-B,CONCRETE/BLOCK SHEET 10 6005-TS ALLOY. MAXIMUM SPAN TABLES SNE£T 71 AXI ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksl MIN.YIELD STRENGTH AND 90 kd MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR NSI 304 OR JIG SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE(D: 12,13.14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE(D&Q51 WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 S.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 18'779.582.COMPONENTS OF THIS APPROVAL ARE COVERED,ON WHOLE OR IN PART BY U.S.PATENT#5'456.179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12& X.W000 SHEET t$ - METAL SUPPLY,INC. ARSA ; HV WINDOW 13LADE _ttlt ONLY 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER ISTO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SERI/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT MNO/PARI!NTRUSICN. TYPICAL SHUTTER ELEVATION SHEET 19 10, EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT.OR OTHERS.MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL KV AND ND LOCKS,, AREA 4: HV WINObW BLADE n ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.93 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS. METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LASEUNG 70 COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. - 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY OUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE , PERMIT IS APPLIED 10. _ ` 13. (a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR•A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. • (b)COMPACTOR TD BE RESP014SIBLE•FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS A.E.O.,PROVIDED MEfSHE Oocs_NOTOEWtTE_FROM_----- THIS-DRAWING-SHAD THE CONOITW14S DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'SRESPONSIBILUTY.-------------- ----- ----------- _ ONLY BE USED 70 --'---- -� - _(cf THIS [D P.0WLLL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE �R! ESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SMALL SUBMIT-TO-THIS,LATTER THE-SNE-_SPECInC--ORAWING5_FOR-� 4TtAIUt.A1:.P.E.D.SHAi1,BEAR INE•DATE ANO-OROCONAL SEAL-ANO SiGfIA7URE OF ifiH PROFESSIONAL TIGHTER OF RECORD THAT PREPARED 1T. FLORIDA BUILDI CODE(Non High Velocity .HurriCOne_tone' --- yyl 02017'TILTECO,INC. - - - 02017 BC�E�ASTERN METAL�'-SUPPLY,INC. Elft ���� R S� A HVTM -- A .O iN4:.� . .SLA. Accordion Shutter System H V.RAM#1 W/OR W/o H,V.t41P aff RAX ��jr/L s American Shutter Systems L,L M DEsrn,P1,oN DATL DRAWN 61: LG j U ♦ TILIIIT TESTING & ENGINEERING COMPANY ot. T 7 V� 4355 U.w.3Nn.St..ss..305.NWINw W1001s,ftaADA 3316 Association, Inc. t OLD 15-0175 7/27 1 DATE: 07/27/17 �, �L. PhoTa:(305)871-1530.fox:(305)871-1532 4268 Westroods Drive z DRAWING No �W e m Ee tilt G. .- West Polm Beath, FL 33407 a 17-107 s/QNa4�CE TO' wuTER A.TauT1-P.E. P.E.iSFAtyIStCSNAY6RE/DATE nowoa LK, /a4147 6 SHEET OF 20 A! 7p ^3'1 MR wtm Be �A 06 N VARIES 1.491 Do I 8 7• i 4.999' 1 HY SOLID BLADE – 051 Y 90•�80• STARTER 3HV UNIVERSAL FLOATER COVERED UNDER US PATENT {J 5458279 QUALIFIED FOR USE W/ NV BLAOECI 4 QUALIFIED FOR USE Wj (7 Ai iy .WINDOW BADE* 6005-TS ALLOY AND TEMPER QUAi.IFiED FO W HV 6063-T6 ALLOY AND TEMPER -SEE LI TIONS OF USE OF BLADE ON SHEET C7) - ALLOY A T 7EMFER - .- .124. 63-TG AL PER � - 1•`'Op• - 085' I �>9 (TYP• I Q 87 5561 67 2.226" m 2 c 842, �$ 0 •i • � �7y 81 .092• ..._. ------- -..._."-- 4.436 .120.o7z 2, a Eo usE W/ Hv (8 IHV WALK—OVER TRACK s2o— _ BLADED QUALIFIED FOR U��+,E W/HV IHV TRENCH TRACK ^-I-255' 3.750• BY ADO. FLOOR T 6063-T6 ALLOY AND TEMPER BLADE 11 i QUALIFIED FOR USE Wj HV � QUALIFIED F_OR USE HV 6063-T6 ALLOY A TEMPER BLADE(D ONLY. l T 4 HV RAINGUARD 6063-T6 ALLOY AND TEMPER —QUALIFIED FOR U E W/ HV 6063- , LOY AND TEMPER n VARIES T 915' -'_'\\ "+I. I 1 9 BLADE Max 7>� VARIES 1.936' 6063-T6 ALLOY A TEMPER .093'o _ 4.977" - :- - .04 i _100 o .12 MEW so• --—06-0 Oso'oW AI 1670 Ne i �1 _os - �7 670735 1.686' i o 670 r^ S,E(UNG HEADE �1 HV HEADER SILL _ �5 --- 111� HV R `� t QUALIFIED FOR USE W/ HV BLADE T;ONLY, UFIED FUR USE W/ 14V 0 `1QNLY t 3 HD CEILING ADE JStl (� 6063-T6 ALLOY A PER QUALIFIED FOR USE W/ W BLADE 10 i4 WALLHEADS SILL. SEE SECTIONS FOR VAI SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 8063-T6 ALLOY AND TEMPER 6063 T6 ALLOY AND-TEMPER BLADE1 ONLY. - 6063-T6 ALLOY AND TEMPER 1 ' I COMPONENT A 8 TI T2 X Y l MN.1 t' t" .062' 17 I 2' 5'MAX.: 1/8' i 1/8'1 Ax. 0.792"1 0.192' i x :16 �IDNGLES 6 �0' QUALIFIED FOR USE W/ FIV ALUMINUM A(�GLES_ -7 i z.5' T MAX.,a.1so' !0.190' CORNER• POSTS ___-_-_ _. -- BLAbE�'1 -- _QUAUEiED_FOA,USE•Wj_HV_ = _ oALIFIEDBLADE�l ,W/ ------ - __ --- -• - -6063=T6'-ALLOY">'1NO__TEMPER" - - -tea - -BLADE 1 ONLY. --. - .-i.. � _ ^� - -a _ E - ----- - - ' ;5A -i 2' 5-NAX.4 Od39 f 0.131' 6063-T6 ALLOY�AN TEMPER T 6063-T6 ALLOY AND TEMPER rrPER FLORIDA BUILDING CODE(Non High Vetocity Hurricane Zgne -- _-- �L1►E.•t�..:_T/I ..� _- _ -02017-OLTEco.-INc.- ----"'- -- - -- ---_^Y --- -- ~- -- T 012019 EASTERN METAL SUPPLY. INC. ------- - - -- - - - - - -.- - ,�'•�.;••��CENs•-•.•��z Ti �+ A■S■w�9■A■ BERTHA�- 11 4 NG_ Accordion Shutter System c F`7 tr.y ` KV. AADE#1 W/OR W/O H.V.WNDOW BLADE ` x�•l7,�r7 ?�- TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems MY.R DESCRIPRON DATE DRAWN 8Y: L.C. 63.55 N.W.3616.54,M.305.YAGW OMENS.n0"A 3316 Association, Inc. 1 OLD 15-085. - 7(27(1 DATE: 07/27/17 OF Q.,` aa«x:13oeta7r-ts3o.ra.:(305)871-1531 4268 Westroods Drive 2- -- StY o-mce:unccoeca.ccm West Potm Beoch, F!. 33407 3 DRAWING No f�lilD�.•''k. L 0 tT EB-0008719 417-107 V/!•1 >�i�j1{I WALTER.l TtLU7.tr.R.E. _ P.E: ft�Vhr@lF�E/DATE FLORIDA Ue R 44161 6 SHEET T OF 20 Ii _ 4,576' I. - 4.680• • 9 9" t -0.f/' 1/4'-20 -DTE GIST 1 r p T HEAD THREADED s MSNO MVEL 93" .745- .0 1 �: 1 6.S.M6. 91KEO PANTED [D ,-O:E GIST (2 TVP.) a -- xOUSINV OLMeEI 0 ! vA 3 BAIt[0 pM"`e 1 QQj '{ N I p 4 jt6l I' •� oy+y DRESS TUAN .062_ 7- •'!. �t RN00. .316•6. _ 4 ° D.'ss•R + a•KM(awDo C (CORo E AILAET[D) 2t HV GES HV SLATE �, °s, q� 725 - HV EGRESS LOCK QUALIFIED FOR USE W/ HV BtADE(/_)&A` Y HV FLOATING CENTERMAT 6063-T6 ALLOY AND TEMPER OU IED FOR USE W/ HV BLAOE 1 & 1A ONLY ° 3.123 J 67': QUALIFIED FDR�S`E W/ HV QUALIFIED^FOR USE W/ HV 6063-T6 ALLOY AND TEMPER Hv CORNER CENT •� BLADE CD& 'iY ONLY. BLADEt�& ONLY. 1 _ QIIAUFlEO FOR USE W/HV BLADE iIONLY _ 2.74 6063-T6 ALLOY AND 7FMPER PLASTIC HEAD iB I t. 1 922' 4,045• _42• MOLDED SCREW m 2,0 Ti- t 1f o .360'AFTER RNONG I n o p6 t 'n r7lt�'06 1/4"A-20 X+3j4" BEFORE KNEEING ���c•� 1 S.S. THUMBSCREW 14"0-20 RIVNUT* *SERIES 9444 ALU14NUU(2024-13 ALLOY)LARGE FLANGE IN" a.7•A I !- x,750' -. + SHEET NUTSERT.PAID/0620.AS MANUFACTURED BY AVDFL PLAN FRONT EIEYATpN ; , HY MALE "T1' LOCK C MATE I 1a '2` CHERRY TEYTORN,PAF&PPENY•NEW JERSEY 07054 OR EQUAL. 4.566' •27 LOCKER FOR "T" LOCK CENTERMATE OUAURED FOR USE W/ HV BL-ADE(I)ONLY 2@9 HV F�ALE "T" LOCK CENTERMATE � HV "T" LOCK � HV ALTERNATIVE LOCK .-� 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALffIEd FOR USE W/ HV QUALIFIED FOR USE W/ HV SLADECI)ONLY QUALIFIEDFOR USE ALLOY V BLADE ECI)ONLY PER W/IiV BLADE ONLY, BLADE 1 ONLY. 6063-•T6 ALLOY AND TEMPER _ o n i 7.161 I-'- f m E- O , — 1 �TH1aJBruRN u .063 �p .063 �� N _"LR40ER OR • .214• -� .062 ._.. 62' KEY CYLINDER ai .214' - -� � •� � .515' • n ew (� r 0.675'Min. �"� n 4 m•s"mi Ito cn r t .425'Na.. 'ate T '� '° LUUUt a O le QUALIFIED FOR LADE.t & A. QUALIFIED FOR USE W/ HV BLADE 1 & A F 606 ALLOY AND TEMPER HD CENTERMATE'S INSERT 8 4-' 6063-T6 ALLOY AND TEMPER VARIES, 12'MIN. _ QUALIFIED I(v BLADE,i-&T- 1p'0-20 S.OR J/e'0-1a t.t30• 76 ALLOY THUMet •-ACETAL THUttBSCRCTV5. - (5E£EETAE.S --_. ___- -- --- -------- - ---------i-----gQ- ------ - - - - OR KEY - - - �, 2 '-__ ___ 1.57 Min 1 R LOCKING RODS ,.78 Mo.. -_ _1/4`0 � � QUALIFIED FOR USE W/ HV BLADE•i '41 $I:S(5-; b`-ACE�AL ^3 -HV --J 4' fs"'ZO ANSI .304. YBA REGENE-HAROWARE MORTISE LOCKS SERES 2333 NCOK BCLT LOCK. __ 6067-T6-ALLOY-AND-TEMPER'--" '_-'�-` "THUMBSCREWS16" H�LE -•BERIES S S T�HUMBSCRMS QUALIFIED FOR USE W/ HV BLADE••l;& •A - D51LLEDAATT TRACKS LL REQUIRE A-FOR PROPER EMBEDMENT QUAUFIED FOR HV B•t.ADEC7t QUALIFIED FOR USE W/HV BLADE 1 FLORIDA BUILDING CODE(Non High velocity Hurricane Zone- _1$#tot•�.C•T5 0. +E_ ., _ _.,p .-TVECO.NIC^ 02017 MERN METAL SUPPLY. INC. BERr___-- - - - - - - --- ---- - - - - - - - \,,'' P~`G•���nt`.'yG r��; ---L � � S■�■ HVIM Accordion Sh�utte> stem 1 L ECO Nc- ■ ■ H.V. BLADE#1 W/OR W/Q KV.WNMW BLADE American Shutter SystemsEV.N DESCRIPTION DAF[ ORA"11)". L.Q. TT * TILL•IT TESTING & ENGINEERING COMPANY STATE OF 6455 N.W.J61e SW 54.JOS.VRCMN GAADR 5 tLCRM 33' Association, Inc. , a o 15-Gas 7j27Jt DALE: 07/27/17 ,� Penn.;(705)871-1530.Fo.:(305)671-1571 4268 IYestroods drive z DRAWING No •. \ •-mal:TA...ft.:. West Palm Beach, FL 33407 3 OR0'.. 61C Ld [0-0006719 17-107 V •••••••••....• � 1\ A'ALTER Al TILLR Jr.P.C. 4 P.E. SE/Q �dA R""DATFLORIDA Cc.9 44167 a ----- SHY T OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 3/a"P, �` HV M HV -Q ' - - NIN. L E 0625- (D ? TO BLADE T P to .187s-� ' 1 Hv BLADE r ; ' 1EqGE -" o625 162s- V BLADE to ,I \! ; tN 1nx euOE o62s' • ;tHV V LONG RECESSED NYLON BUSHING 3$ Fu n �� 1 (TyjE^ i •� '625 0.0 6 Y SHORT RECESSED NYLON BUSHING a Cl'( ? � Y HV NYLON HAT WASHER Q OR H& i naT B � 3 50" ® HV WHEEL CARRIAGE AISI 302-303 SERIES 1 .�4 ` � I 0.670"x3/16"THICK NYLON WHEEL. / p -. 2 7/6•WN� NY wNOow "1 ', 315.0 SE CLEAR Ni 03. O.r88"0 AISI 302 SERIES S.S. RIVETS I I BETWEENBLADE 0625 os2s' 3.7500" \J HV 1 3/4`ACCORDION PIN W/ #8 HEAD * EXTERIOR !ice �4 j OPE S ; ON 5 3/4' x 7500 HV 2 3/4"ACCORDION PIN W/ #8 HEAD r •-- 41 µ�.��� V F �z�t/ei'f � POLYCARBONATE IMPACT RESISTANT HV WINDOW j j 1- '; "N 1,TYPICAL BY WINDOW BLADE AND f i 3s 3 - 'NOLYCARRQUATE HV WINDOW DETAIL (DOR0 f or f C. t(SEE NOTE FOR ' REQU+REt4EM5) i , (1708 ® xc POLY CARBONATE IMPACT RESISTANT HV WINDOW SAYER MAXROLON 3103 POLYCARBONATE Iz"MIN.CL CE RESINS, UV-STABILIZED GRADE OR SABIC TO BLADE BOB0TI a INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F"ON SHEET 19). ��� ` I i p OR (9 I - (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV O OR 4 i ~ i EXTERIOR POLYCARBONATE SOURCES FOR 4 HV 1(g BLADE. TYPICAL SHUTTER ASSEMBLY � AVP1fJB1L RVACT �•T•`'• ••HY PIN CJ OR�9�r A7 nF vRovOtr[5 Swam K /� wm,alraca �rc (2) HV PIN.(q MAY BE USED IN LIEU OF (9 AND ONLY AT :X1 OR us.rcou am an.+v m •' EXTERIOR BOTTOM KNUCKLES OF FN ACCORDION SYSTEM W/ HV(D E0.324"-, BLADE'S KAUCKLE.(SEE H07E *FOR ssccmc aaxn AsTu orp: as+�.�; aa.a D� BLADE WHEN CORRESPONDING TO INSTALLATION "Il", SHEET 7. Z4- SHALL + O / REQUIREMENTS) IOERE 3TEEA 51RFhLTii ISN D6b 4,100 p..i 9.500.µmnEw-A STRENCTx AT%FID ASLO 071D 17.`=µ+.0 .(3) HV PIN ® OR 43 W/ 1/2" O.D. 1/16 THICK S.S. WASHERruauw uDEus nouD E1P.DQO pa.i.BE USED FOR DIRECT MOUNT 1NSTAI 1 AT{ON PER RETAIL X, 9 i i Amm. SHEET No aao zoo' -- -- _ --sTM_P;56___RD n-ro!_ .-_-.7 FI-A.- --- -- - --- - - --- --- ------ ----- - - - - - - - - -- WHEEL CARRIAGE DETAIL RAM r 5 rt ,Asn.m6.3 07 x Ess s wa - p L YOU RIE or AM M5 CLASS c-F CLASS SM 000" ASTM 01979 10.01 0 AMU 0155 __- ..TFx$IE•SIEExCM:ArtFA'NFAINER_ _-•^ISRI E78- _ jy- gkADE SOLID=&"f 7HV—VIfiNDO SIgDE= DETAILS- E55D RE, P ASM 630 - o. Da::. N.T.S. 1++Fitslrriiiiir. IFI k 7 FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone - - - - - ji�Yl •.ti• ••••••.S,F•• g20tt 7RSECO.-iNC. A 2017 F5ERN NEFAL SUPPLY, INC NRHA M ASS► A/MIL E C 4 tuc. , „ Accordion Shutter System v. 6tanE#1 1308 w/o It v.WINDOW-LADE • TILUT TESTING & ENGINEERING COMPANY American Shunter $yT8t9m9 Lv.x DESCRIPTgN GATE DRAWN Br. I.C. Q • `ti>, 6355 N.W.36M SL.5R..30%vWIM CAADWS,FLORDA 33.6 Association, Inc. t OLD 15-095 )7/27/17 DATE: 07/27/17 P'' s PTD"..(3os)B71-1sx.roa:(3os)sn-ts3t 4268 Westroods Drive 2 s( E""'" [ C? 11L a-magi GiteceODo+.ccm West Palm Beach, FL 33407 3 DRAWING No '•S/aNA1.`•.,SAI tVAL1CR A.D�UTtJ,.P.E. 4 17-107 P.E. SEAL/SIGNATURE/DATE FIORiDA UF.If 44167 6 SHE 4 OF 20 u 1 at 4 7 M N s r e { +NOTES ON HV LOCKS AND E�RMAT S: F ! ,nr^g„�''St,,,;� 1.MANOATM CONDITION ii:ONE HV LOCK(&or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OA 12'ABOVE OR 8 (- f 2 OF SHUTTER SPAN OR SPANS UP TO 10S',ANO fOR INSTAL 110NS T ANY ELEYAT70N.IKV LOCK ,r 8 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED'TO OR CENTERMATES W/(2) 1/4'0-20 x 1/2'LONG FLAT HEAD S.S.M.S.LOCATION Of LOCK SCULL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. /1;IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV l6,A LOC OR MAY 8E USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR SHALL BE AS INDICATED ON NOTE(1)ABOVE. LOCA ION OF LOCKS SHALL.BE AS INOXAATED ON TYPICAL SHUTTER ELEVATION. KIM1 OPROHAL CONDITION 2 U” ONLY WHIM!MWAUM CONDITION#1 OR LI)MITED MAN09M CONDITION T 3. r�F JZM UM!tit/ 4 tt�LCICISS�: LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION. BUT MAY 4.aa 5 oa 6 on o oR 4 � °f BE USED IF DEStREO TO ENHANCE SHU TER PERFO MANCE. LOCKING BOOS @ OR AN ALTEANATNE DEVICE MAY ALSO B£USEDAT STACKING POSTRON (NON HURRICANE POSNION). 4. ONE HV LOCK SHALL BE USED AT CORT�ER CENTERMATES FOR ANY SPAN f AND INSTALLATIONS AT ANY 1:LEVATION.HVLOC SHALL(T£USED AS AN OUTSIDE OR tNSiOE LOCK, ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2"LONG FLAT HEAD S.S.M.S.TWO LOCKING RODSA i '`� AT TOP d�8p OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. x Hvc MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. S.V= DETION#1 YNIO ONLY MR Hv LOOS 90 44 SyMmETRIM 99 9 ONEALTERNATE HV LOCK Ml4Y BE SE IN LIEU OF HV LOCK of FOR ANY SPAN AND lJj 8L' 8 ( FUR; AT ANY ELEVATION.AL NATE LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT Hv0 .. OF 1/4-0-20x3/4"S.S. THUMBSCREW TO @ OR @ CENTERMATES SHALL BE MADE W/ 1/4`0^20x3/4"ALUM. N I Hg0-IQW— 15 E -mayy I ogi RMiUT AS SHOWN ON SECTION HVE, SHEET 8.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO �" LOCKS AT 1/3 OF SHUTTER SPAN. . 6. uAunATORY nON 113 FOR KEYSTONE T((71tlrtT Imo,(AI I ATIONS: ONE HV LOCK @ or 6 or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 Of SHUTTER SPAN FOR SPANS UP 1 ! TO 86',AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK @ or§or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO a or 0 SYMMETRICAL CENTERMATES W/(2) 1/4"-2D x 1/2'LONG FIAT HEAD S.S. SEE END M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS ;g W/0 CONNECTIONt t OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D t E N t 3 x t u P o ; v w Xt i SHEETS 10 do „ i ! *NOTES ON •�iV "T" LOCKS AND CENTERMATES: 18 SHEETS FULL HEIGHT. '� OF CORNER 1 .SECOND ALTERNATE TO MAMM104 CONDITION 'r tQq #M CENTEMAM AD AND -- —•— v w,rto wxmN -- '---`�"—"' CENTERMATEONE ALTERNATE HV'T'LOCK MAY BE INS LED IN LED OF HV LOCKS OR FOR ANY SPAN AND t Nxe oR 6 +:?e,a 8 ��'•:13}� , I TALUATION AT ANY ELEVATION.ALT NATE LOCK Y 8E USED AS AN INSIDE DR OU SIDE LOCH. ATTACHMENT .J v OF LOCK(g)INCLUDES USING REINFORCING LOCKER .AS SHOWN ON SECTION IND, SHEET 9,WHICH MUST BE �y, 10•15'oR'J+ ;wee•:1��5 on ---� CONNECTED TO CENTERMATES 0 AND @ W/ 1/4'0-20 x 1 1/2"LONG S.S.THREADED BOLT W/7/8`0 x 3/32' /� WINGNUT OR W/ 1/4'0-20x1`S.S.M.S. INTO A 1/4'0x'5/8"RNNUT.LOCK MAY BE INSTALLED AT.MIDSPAN OR 12" •.77.aAl •i7:•'�$}w MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS R.TOP AND BOTOM IS MANDATORY. �1'S:.�j gIm 115•�oR n • i�81«N i s„rG3:aR(T s•t�s,«t 9) '°NOTES 0 k(_D_�,4GKSC - --SSA 1.HD LDCK W/HD CENT171tiATESC3')OR�:ONE ALTERNATE NO LOCK(j$ MAYBE USED IN UEU Or TYPICAL HV BLADE SHUTTER ELEVATION HV LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE KD LOCK MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTAC .UENE_OF HD LOCK i�4'.IO @ IS 1V/3#8-x,3/6-F.H:S.S.M.S.,AND:INCLUDES _____ - _- - _REINFORCEMENT-INSERT 1 3):AS-SHOWN ON SECTIONS HOB-HVB AND HOC.HVC,SHEET TO LOCK MAY BE INSTALLED AT "'- '-' - • - MIOSPAN OR 12"MAXIMUM BELOW OR ABOVE MIOSPAN.USE Of LOOKING RODS ig IS COMPLETELY OPTIONAL. 1tttA7auui� BUILD111111G CODE(Non Hlh VelocityHurricane- one KII tt1\ /f 02017 ALTE[o,INo- _ 02017�EASTERN,�METAL SUPPLY.INC, - • Ti .`\,1r-ENse,.1/pi% BERTHA E HA HVIM Fi;Tg C O �N�. A.S.S.A■ Accordion#1 Wien Shutter System 1iv BLADE y1 w/(iIt wjo Hv 1MNOCXl MADE American Shutter Systems / TILLIT'TESTING & ENGINEERING COMPANY y a.N D[scalPTtDn DATE DRAWN BY. Lc. 9 TE OFAssociation, Inc. I OLD 15-085 7/27/1 Ow! 07/27/17 ' •,'�(. 11' 6315 fN.M.jm.Sl,SU.305,t1Rn"GARDEN£ILOROA 3310 t - Po.n.:(205;871-1530.Fc.:(3o5T071-1331 4268 West/bads Drive 2 DRAWING No '•,.,,••,,..•'�>a iTi -„wr.6I.o*.w. Wl sl palm Beech, FL 33407 s •'2 -••'S//T�A6 4��1t41t WALTER ADOLUTIJ,.P.E. 4 17-10/ V FLORIDA Vic./44167 5 SHEE P.E. SEAI:j51ClV'l1'fUREjDATE D 5 OF 20 -CONCRETE ANCHORS POURED CONCRETE POURED- CONCRETE- (SEE SCHEDULE CN RE CONCRETE BLOCK SHEET 13 REQUIRED (�1/4'a-20%3/4'S.S. CONCRETE , p + ) CONCRETE ANCHORS I,MACHWE SCREWS REQUIRED �t -- toR - - (SEE SCHEDULE ON t W/ 1/4"-20 CONCRETE ANCHORS 17 16 A EYST.E(SEE MOUNRHo 0 O SHEET T) J SHEET 13) 1 NUTS O 72'O.C. lr(SEE SCHEDULE ON SHEET 13) ! /``, \ Min. 1/4"0-20.3/4'S.S. ,�a M'n• ORLt�. EO EQ MACHINE SCREWS _1 I -_ ' EO 7!-2; '�---: USING 1/4'-20 NUTS 1/.2- O 12"O.C. 112! I OR 5 _ _ 13 X15 £ R« .250'Max. _ - 13 -_- 0.0 �l - :a D.* )•`"�_ 1 .250' - y- i .250'Mox, i i Moa. E.L. 1 i i _-._JI -1 E.O. 1 OPTIONAL +•`•-oFAONAL 1 = I ' S QAAE 01sEEi i I M4:.SEPARATION TO GLASS v i-'ii TQR EUEL mF�A+O 1 jOR t EXt571NC __4 (SEE 5CFE0ULE ON SHEET 11) ON SHUTT is EX15T1NG ' MADT, 9 i MIN.SEPARATION TO GLASS I CLASS ._ GLISS"--i (SEE SCHEDULE ON SHEET 11) r �—" - EXISTING GI" ` A `-J HV WALL HEADER INSTALLATION 'A BY WALL LATION + KEYSTONE NG 1_ MW.SEPARATION TO SHEET I cuss--+ FOgpaAp-ql r OR �7A3i I xtSRHC (SEE SCHEDULE ON SHEET Itj T ifl arss(SLE s i L:J MIN,SEPARATION TO CLASS I i t EXISTING,•,IES R GAM ,lE. i`(SEE SCNECULE ON SHEET 11) EN SIM to,cE7 W' t�M - MIMSa�) E%7$TING - �OPTtptiAl CLASS--+ I 11 1 i E.O.- - 4' > Ili i i 1/-0 Mos. E.4« Lr- Moa. OPTIONAL i i I t _ 13 OR TS E.O.' 1 11 I i g LEGEQj 3 CR 1 4'0-2023 4'S.S. EO EO-I PHRUPS TRUSS HEAD YM-�- ,� 114'.--20x3/4'S.S.FHttttPS L_� � I MACHIN£SCREWS USING CONCRETE ANCHORS _TRUSS riEAO MACt WE SCREWS '-CONCRETE ANCHORS 17 16 t'_ 1/4'-20 NUTS O W O.0 --t. '-(SEE SCHEDULE ON y// 1/4--20 14UTS A 12'O.C. (SEE SCHEDULE ON SHEET 13) Min. POURED CONCRETE-' SHEET 13) 1 POU CONCRETE! OR CONCRETE BLOCK . OR CON .E BLOCK ------"---'�"- ''S'ONCRLIE ANCHORS REWIRED WALL RE 0 !'^ / (SEE SCHEDULE ON F' J V WALL SILL INSTALLATIONHVWALL _ POURED CONCRETE-/ SHEET 14) OR CONCRETE BLOCK WALL-RECURRED--- - .-.-.-_._-___ -- ----- -— � !IY WALL SILL IICSTAL AjION NOTE FOR CCAOINATION OF SECTIO'A: INSTALL_ATI.4_N DETAILS W/ ----------- 1-SEE SHEET 4 FOR TYPICAL SHUTTER 4 E.O ECGE DISTANCE ASSEMBLY i_Sf£LRAITAr ONS_OF_USE.EOR_.__�.•------_ - -_ 2--MOUNTING SECRONS-CAN-$E-COMBINED--"" -(SEE SPEQFc4nON5_CN�-SHEE-j 3)"- 8LACL IA:4N'.SHEET-t4 '--' IN ANY :TO SUIT.ANY WSTALJlT10h. .__b_- _..___ -._.//// sE' P OL Tt FLORIDA BUILDING CODE Ron High Velocity Hurricane tone - -- - - ----- - — - Q20 1-7-'(ASTERN METAL SUPPLY INC. EN -02017 TIUECO.INC..oHA HrTM 1, .4S Q Accordion Shutter System /TLEC0iu..\ . `■ . . H.v. aAM#1 W/OR W/0 H.v,WNDOW BADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.tl OESCRIPRGI OAT[ DPAmI ft' LC. ,(.''•., jo aa... 6]55 H.W.36u 51.54.305.HRONIA GARDENS.RaROA 331 Association, Inc. 1 OLD 15-CBS /27/1 GATE: 07/27 17 4268 Westroods Drive 2 � n-� t+- Phone:(]OS)B?i-1530:Foa:(305)871-15]7 DRAWING No S'! t\v"41 r-moE L00060aaLcom West Polm Beach, FL 3402 ] 17-107 � �'(�„{,lea,, ER-OOOB7f0 4 S7LTER A.NLLT r P.E. F LOR:Oh tk./44167 5 SHEET P.E..SEAL/SIGNATURE/DAT'c 6 6 OF 20 CONCRETE ANCHORS r--_-• ' - POURED i ,.ea�EE 1 OR t MN10� T CONCRETE --(SEE SCHEDULE ON SHEET 13) somw of STING i i_(S�SDMDME txR R£QWRED EDGE OF is FDR a)AIo " �AB IF 01 19 FXP _,� -xrNwndt - '�y� San I) g E M*-- APPLICA9iE EXISTING 3 ALTERNATE i' :i :i i' EXISTING I' {{ s T-EQ i,EO� LOCATTICN I t (110x314'HEX HASHER HERO ' i i t CUSS ` R 11 EDGE OF S T OR i 3 OR i 5 J%S'ttt���nx. TEK SCREWS O 12-O.C. i 8) s LAD IF CONCRETE ANCHORS s s APPLICABLE ' (' {5E£SCHEDULE ON SHEET 53) F- !t EQ to t •`' ECGE OF EXISTING i i t SLAB IF • _�C p-♦— GLASS-- LAO OF I i i t/2' , t' EDGE OF AT R PLICABLE E.O. .O. A� O.� CONCRETE FLAT W-40 CONCRETE ANCHORS ro ITRE POURED i SaUD"tN SGt07 CONCRETE REQUIRED (SEE SCHEDULE ON SHEET 14) '-t 11 IDR MAM xle POURED ._ REQUIRED FIAT HEAD CONCRETE ANCHORS C"stat is Rat {t.,OR 0A ONCRE7E RAMID&QR3 , EOVIREO E.0.' —E.0.4, (SEE,SCHEDULE ON SHEET 14) 1j TRENCH INSTA�TiON f� Quo ONLY iOR UP TO +70• -75 PSF AS.D. Q HV FLOOR INSTALLATION t 1.11 HV WALK-OVER INSTALW-ION DESIGN PRESSURE RATING &FOR SPANS PER HV CEILING INSTALLATION SCHEDULE 13.SHEET 11 EX6TWG ux smiRAtxM CONCRETE ANCHORS GLASS-- A,GtAw ? t ! ^(SEE SCHEDULE ON wJ - -Tsix s-_ ro V a SHEET 15) AMAIXED 11a4YOFpI( ( D'E EXISTING ttOwOL06R tpEXISTING L — PMkS 1 3/4.MN,DREd4O o 6EXISTING GLASS p570,E5 TI7fFRt GLASS � GLASS SiD/Vara (a SdRFRI') OC. al tip TO a'-O'SPAN AND IV 0.C.FOR SFARS LARDER THAN TV, -1/4" R t SCOW AT tEVOERY FASTENER HEAD i ,MAX. : r• Orr.)(SSE HOSE S ON _T/2' SiMT It rat UH¢-R 3 8' MAX. 3 p t /10x3/4'HEX E.0.4 3 OR 15 - i I t R WASHER HERO �• CL411.SrA:ANT i •- _-,.1 a- '' R N. 1 s TEK SCR EWL 37D".f, O 12'O.C. _...-- 014x3/4' HEX HEAD.9 FT• _/ I= s s' ` 114.0-TO11/4'SS OS TEK SCREWS a 9'O.C. ^OTRCRETE ANCHORS /'• _ _ ,�•O J/ At Ix3J4'5.05 ___ _ t R i 11/4' 1 • _.{�• --tSaRc tOjGO-Ea RMS, OR 714'0-20 S.S.M.S. ' t �4"0.C. _ Max. is• i-' W/NUT a 0'O.C. {SEE SCHEDULE ON .. i EXISTING aroN STRUCNPAt ( SIREET 14j i 17 OR 1$ 17 R 18 2.00"GAIN. "a TMU(CCCORATA'E ______ t 112''�i t•• E.D. Sit) 1 •.1 i; EDGE OF •�� ♦ i 1`}114x3/4"Eft S.DS. 'AIN, SLAB IF \ PDURED COtKREiE 7/8' 1 APPUCA01£`�, l—CONCRETE ANCHORS `-'LEE NOTE 13(b) —"`_ -\: '` ¢•O•C •. - �REOUERED PCUREO CONCRETE—' (SEE SCHEDULE ON ON SHEET 1 \ SEE NOTE 13(b) - 1 POURED CONCRETE— ON SHEET 1 ORC OR CONCRETE BLOCK SHEET ti) OR CONCRETE BLOCK - ._�.•-y.--__.__._.�_ .`£-=D=-•-----•-,---•---- REQUIRED REQUIRED O KEYSTONE MOUNTING INSTALLdTfON OPTIONAL POURED / K CONCRETE G -HV—WALL- FLOOR 1NSTALLATiO.__N_ L_ HV WALEWALK-0-VER INSTALLATION- -----REQUIRED —MAAwauMvRMu_As.�Aarn._iaRESSIGPNII_+FDRE_SDA RE:.aR:iz-FRU_ --- -- - - ----- -------- " — --- - -- (g)-HV-RAINGUARD INSTALLATION tt THIS t N07 FOR-C_OURIb OF SECTIONS: ♦ REMOVABLE WHICH PERFORTION SHALL MED :_-V TLQ.0 €.D.= EDGE DISTANCE ADJACENT TO AN OPERrBLE EXIT LEE UM!TIONS OF_USE FOR - - -- _- - _ -- - _ - 7- SEE SriEET 4 FOR TYPICAL SHUTTER__--. _ (SEE 5PECIFICATIONS�ON SHEET-15) ,.-OR"ENTRANF.c-'- o 'RiADf t 'ON SNtEh-19 _ - _ _ _ _ - INSTALLATl4N DETAILS W/ �1� HV BLADE -ASSEMBLY �y A N ANY MOUNTING NWAY TO SECTSUITION AFP'r N9-BE-C INSTALLATION. - _ _ IilEt 7�I'i. F Js' 9 )' - FLORIDA BUILDING CODE Hon Ih h Velocity Hurricane Zane' _ \L ••`�� _ ____ 02017 TILTECO,INC. __-____ _._ 02017 EASTERN METAL SUPPLY.INC. TM BERTHA HV 10, �j� S Accordion Shutter System a ■ ■ ■ FLY. BLADE#1 W/OR W/O H.V.1MNEX W aADE "a American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY Y rv-R DES15-08R DATE DRAWN 0 E7 Association, Inc. 1 OLD is-Das 7/uJT DATE- 07fNo aJ5!lew.Ja1+.54.St..ER6,MRaNN ONRDQRS.FiaR�3310 aR.OP:- to 4268 Westroo is Drive 2 R Phone:(305)871-:Sat .Fox a(105)871-1511 DRAWING No f�NAL���\ F14 a-moa:Raccooaot.com West PolRn Beach. FL 33407 1 to-,.R''E WALTER A.OTLUTi&r P.E. a 17-107 P.E. SEAL/SIGNATURE/DATE FLORIDA uc.l 44ts7 6 SH7ET OF 20 L lNSTALLATlQNS W1 HV SEE END WALL _C [ON QZrA 0 ift 18 SEE NOTES AT L LOC RODS©, ET L. 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