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HomeMy WebLinkAboutProduct Approval (2) MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHLrm SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D.DMIGN HEWN PRE WRE RkTWG AND A DDEMMIDW MMW TYPE EM COI OME()g CONIXIE am wAj I AIM (SEE MW MN=E G.&H ON SHEETS 5&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POIJIM OO4NManFAQN%1EDE BLOCK Pmw amiciEm (A) TO EXISTiNG POURED CONCRETE. f'.-3 ke,) uky"' @WALL SILL MOUNTING @ CEILING MOUNTING @ FLOOR MOUNTING - Il4'0 TAPCON OR TAPCON WrrH ADVANCED THREAD-ORM TECHNOLOGY ANCHORS,As MANUFACTURED By T.T.W.EUI;DEX(M:..rc=3 k.!) SPAN ANCHORS SPACINQ LEGEND - 1/4'0. 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POI-47S SCREW. BOLT& SPECIALTY COMPANY.(Min.CC =3 ks!) (R) 17-0-D9-QT RCM W A.S.D DeM WIX-K PRISM WW w k&D.TIM www 1pmm RAIN M - 11/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLOROA FASTENERS aiRECT,INC.(IF,.f'c- 2 k5l) 0 TAPCCIN OR - /4'0 TAPPUt+ANCHORS AS)AWLIFACTURED BY POWERS FASTENERS,INC...AND DISTRIBUTED By ALL Poms SCREW,SOLT&SPECIALTY 07`6 0 F7 i SOT120TI670 2�5 30 40 iiijT5T9OT)2OjI6Oj20S 30 40 60 75 90 120 7a0 20.5 T/,-CON WITH ADVANCED COMPANY OR AM OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WTIH THE AMERICAS SHVITER SYSTEMS ASSOCIATION, NC. 14 12 1 0 8 8 1 6 1" 14 12 10 fl--. E--R-- 12 IQ 9 I T Y� . 6 6 14 12 10 9 8 8 -T U� 1-2 j-0 9. -5 "It"-1-4--F2 10 -B a 5--iO--9 Y 1 6 5 .3--0- 14 12 10 9 a 5 6 16 'T4--1-2 8 TA-CON TE0INCLOGY (Min. I'C =3 ks�) DR LM Ii ALL POINTS SOLID-$. I 14 12 10 9 8 EF -6-, R U E TAP W/CAP NOTES: 4 2 7 14 12 IC 1 9 B a 6 6 1412 10 9 B 8 6 6 T/,-PER+ A-1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREAaFCRIA TECHNOLOGY ANCHORS AND TAPPERt 1 10 9 3,5 14 12 1019 8 a 6 6 4 8 6 5 L 10 9 T_ 14 1 " 'i Tb i . a 6 a L' ANCHORS iss 1 3/4',AND FOR BLUE TAP V//CAP ANCHORS 15 1 1/2'. 4.-0. 6 14 12 14 U 10 9 6 5.5 6 1 7 T4 TZ' -9--8 i -V-Tz- 10 4 3.5 -0 X 3/4*ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRE-1-NO EMBEDMENT ti t2 to S 8 2 to e a -f-6-T-S T4- i-21 11 0 9 a I A-2) MINIMUM EMaMM2. OF 1/4 8 6 5.514 12 10 9 8 6 6 4.5 -0 EW USED L EXIST,AND INTO STUCCO SHALL BE PERMITTED.1/4 -20 SS,MAChINE-SCRE ED SMALL BE 1 1/2 LONG kPMMUV SHOLLO SrSTLC 14 J4 - 14 12 101 9 8 8 6 5 114 112 101 9 6 7 55 4 L I-MINIMUM FOR WALLS wTDN NO STUCCO. 5'- 5- 1*E3LrA3E'W=- 1-9-1 9 I' . 6 14 12 10 6 6 5.5 14 IZ 10 a. I. B 7 4 - T4' I f4. 12 10 8 jzt a �12 CO -7Z'-- 6-5 5 A.3)IN CASE THAT PRECAS.-STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 1S7 7.5 14 tZ TO 9 8 8 6 4.5 14 12 10 9 B 5 4.5 3.75 ANCHORS"Ll.13E LONG ENOUGH To REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED all to D . 12 10 9 8 1 12 S�5 7.5 8.5 4.5 - - 14 12 10 9 B 74 5.5 4 14 12 10 _2. 4f3_3-5 NOMAN2&-A.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS VrFb OR WITHOUT METAL STUDS W45ULT TPIS ENGINEER.FOR 6'-0' 4 12 110 9 8 6 - 14 12 10 9 8 4 6 5 14 12 to 9 a 6.5 5 3.5 'N iNiC EIFS KITH METAL STUDS SEE SHEET 20. .4.U.To 5 i-4 9 L5..3 --- 1 4 3 14 12 8 6.5 L5. 3 Tw- N Ila 9 a 6 14 12 10 9 a 6.5 5 175 14 12 Ii a 51-4T--1 (3) TO EXISTING CONCRETE BLOCK:(ASTM C-90) L4- 12.-2. SA.55 3 L4 12,..L0, _L i65 _15 14_12_10 7 _s_�1.5 1/4*0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W. BUILDER. 7*-0' j± 12-10 9 6 4 10 2 7 5 4 14 12 10 9 7.5 5.5 4 3 1/4*0.3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. L4_ 12 10 _R_L5_ 4 Z 14 12 9 7.5 6 4Z 3.6 - 14 10,5 7 ;-.5 3-5 1/4*0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 34 12 10 13.5 7 _R IT2-[10 9 7.5 55 1 4 I=T4 1-2 -i'-7-71 44- 1/4'0 TAPPER+ANCHORS AS wAN[UFACTURED BY POWERS FASTENERS,INC..AND DISTRIBUTED BY ALL POINTS SCREW.801-7- &SPECIALTY .14 7 SL 1:5_ U? 10 It Z 4 4 2 9 7 6 4.5 3 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WTTH THE AMERICAN SHJTTER SYSTEMS ASSOCAIION,INC. 6 S 5 [7 .5 8. 12 10 9 B 'Es- NOTES-. '0 4 12 10 6 6.5 5 3.5 14 7*153 6.5 SS 4 3 17Z g."g 6 5 T.- T4- 7.5 6 14 r, 9.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS 15 1 1/4'AND TAPCON -14 T i4 12 WITH ADVANCED THREADORM TECHNOLOGY ANCHORS IS 1'. 4 122 1 T4 5 12 6 6 5.5 4 1 13 9.5 4 12 10 0 63 5 1 14 17 0 655 5 4 -7 4.5 W a- It in -k 4 12 ii-S'T T - CONCRETE BLOCK. NO 1 2 --- - i-I-*-f-i- L 7- B.2)MINIMUM EMBEDMENT OF 1/4"o x 314'ALL POINTS SOUD-SET ANCHORS SHALL 13E ENTIRELY EUDEDDED INTO THE 14 11-9 7.5 -Z 14 12 . i - -- --�z k- - It 6 5.5 4.5 3.5 - - - EMBEDMENT INTO STUCCO SHALL BE PERM7,17ED. 1/4-0-20 B.S.MACHINE SCREW USED SMALL BE I Ile LONG MINIMUM SHOULD STUCCO 14 12 8 6.5 4-9 - 14 12. &"5 7 5,5 7' - 4 10.5 7 5.5 6 CS. DIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 11.5 05 5S_4 - 14 12 _9 ' 6 4 14 11 7 5.5 4.5 3.5 io,-o. 14 12 10 7.5 14 12 a I T-7 1 12 6� 6 5 4 8-3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EX.STING WALL OR FLOOR. 7 li-7FE5 7 5 13Z to 9-5-1-5 514 10 74 5 -4 -3- --z-- ANCHORS SHALL BE LONG ENOUGH To REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE As INDICATED ON -- - -Z7 -ij-�5-97 B S - . E-T --- - METAL STUDS CONSU THIS ENGINEER. T4 it '�z sl =f4 -�- 4 2-5 r,* NOTES ELI)&8.2)ABGVF-FOR INSTALLATIONS ON VINYL SIOJINC OR RFS WITH OR WITHOUT M LT G IDS 6 5 14 72.1 B.!:i 13 10 5.5 5 4 3 - FOR INSTALLATION INTO EJFS WITH METAL STUDS SEE SHEET 20. E4 12 110 -:.-1 14 12 9 7 6 44 L4 1205-Z 55 t� - ,k-k 7 Z5 95 5r 6 75- 4 -3 9 7 4.5 3.5 3 1 (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 1 7 'T 14 1104 7 115-- T -a 15 (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(F-O)VERSUS.5FACING RELATIONSHIP FUR ANCHORS. 14 0 L 4 f.15 -5 12*-0 1156.5-.jS-�.-S _7 14 12 8 6S 55 13 190 6.5 5-� 411-z' EDGE DISTANCE VERSUS SP 14 12 70' L L__j_A_ -!- L.- -ACING SCHEDULE FOR ANCHORS; -Z MAXIMUM ANCHOR SPACINGS AM VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS TPAIN THE W=ATED,REDUCE ANCHOR h T.-xs cS 5-5 t-4 A JC OR SPACI C r�35 1.3 113 9.5 6.5 1 5 4 - - - 5.5 BY MULTIPLYING SPACING SHOWN ON SCHEDULE By THE FOLLOWING FACTORS. 9 ji Z_ 14 10.5 7 j-_5 4-1 Z" REDUCED SPACING ostAiNED US114G FAGIGR SHALL NOT BE LESS THAN MINIMUM SPACINGIN 14--1-1 1,. :7 13*-0.ro--- t4 11.5 7.5 5 5 - - - 12 9 6 45 FACTOR .5 a 111- 3 i-15 L 4 .3 ACTUAL TAPCON WITH ADVANCED TAPPER+ 9.5 7 5 4 - - - - THREADFORM TECHNOLOGY MIN NG 12 9 6 4.5 J EDGE TAPCON ALL POINT SOLID SET BLUE TAP W/CAP POINT SET' BLUE IT SOL a 6- 13.9.1 !-5 HLS 7*1 5 1 - - - - OR DI CE SPACING MIN.-�4 12 E.D. -TIN.-SPACING 3- MIN,SPACING-3' IN. 'I 14'-0. L4.!-0A- T 5.5 !1 0-5 5.5 44 - - - - In HV BLADE MIN.SPACING-3 1/2' WIN.SPACING=3' 3 3/+ 1 4 RED & a- 9 7 4.5 T5 -5 J. -T- POURED CONCRETE& pouF&D caNDVE CONCIM BjXK POURED CONCRETE& POURED CONCRETE&MIXED 031CFEEIMFIETE BLOCK ONG CONCRETE To-7.51 Q HV B DE W/ CONCRETE BLOCK IM Ell CONCRETE CONCRETE,BUICK 8 - - - 0 /f w ED,-2 TIT MK FD.-3 Iyr WN.EQL-2 t/r 11.51 - I- 11 8 5.5 L5 -==" -3 1 CRETE BLOCK 6.5 4.5 (1& Hy WINDOW MIN.M-2r EDL-37 7.51- I- - - - - - 17. 9 6 - 19.5 7 4.5 1.0 0.90 1.0 0.78 1.0 0.84 .0 - - - - - - - 13.5 10 6.6 - - - - - P0.5 a 5 BLADE WORKING -7+ 6.51 5 3 0.81 1.0 - 0.67 1.0 8*51 6 1 4 0.71 to 5 IN UNISON - 0-51 - 7 - - - - - 0 64 4.5 - - - - - 1_5 'S 3y=_:� -:" .91 0.43 14 10 7.5 5 - - a - - - - 6 4.5 3 - - .5 18 6 4 - Zone: FLORIDA BUILDING CODE(Mon High Velocity Hurricane N`- T C)2015 EASTERN METAL SUPPLY,INC. N. I L L BERTHA !V rENSF TM , A AAccordion Shutter System SS TOW C 0 . . m 0 RV.BADE#1 W/OR W/O JJV. WWOW MAX TESTING & ENGINEERING COMPANY American Shutter Systems wj mrwnm I DAM I DRAWN er- NJ- TILUT -192 4113 15 DATE.- 4/13/15 SL.Sic 305,VMGM GARDM.FLORMA 33164 Association, Inc. 113!50 N.W.36M I OLD 11 (3135)871-1530.Fax i(MS)871-1531 4268 Westroads Drive DRAWING No .011:t1ftecoft.I.- West Palm Beach, FL 33407 3 ......... tS�NNEB-OD0571915-085 SIONA� NN WALTER A.YUJI`Jr.P.E. 4 FLORIDA Lie.1 44167 5 HEET S P.E., URE DATE 6 13 OF 20 unYIMUTA ANCHDR! ce_.&INC. U0.) EEHHED iLE EDR A GIVEN MAX. N mrR SPAN ASD DESIGN NEGATIVE PRESSURE RATING AND A CO(SEX MO NDiNG MOUNTING TYPE FOR CONCREIF OR MCRUE BLOCK iNSTALI AMOMS (SEE 0UNT97C5 L J.K R L ON SNFET 7) , I i x L4ER& t rNEt+bH DON(METE �R B� ORS SPACING I FGEND arty Sl41! c .^.4___ Q)RAINGUARD MOUNTING Q�FLOOR MOUNTING (K)WAIL/WALK OVER MOUNTING TAPCON OR R DFSW7i kWX PIWRE RUNG ^0.DESIGN 13.,06E PR.550AE RUM .MEN 15WNE Pf✓F3S2✓4a RRNC .DESIGN WMI PZAFE R4TOiC FAPCON WITH ADVANCED 30 40 sC Fil 90 12011w 205 3E7 40 pqiq 40 I 720 iti0 Z J0 4b w 75 40 120=160 205 30 T401 w 75 90 120 160 205 THREADFORM TECHNOLOGY 14 12 10 S @ @ 6 fi 12 12 12 +12 1S BS 65 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 ALL POINT$ SOL1Q-SET 14 12 10 9 R 8 8 8 6 f2 72 t2 t2 95 7 7 7 7 7 1 7 T 7 7 5 5 5 5 5 5 3 5 R 74 12 10 9 1@ @ 6 612 12 12 @ 6 4.5 F 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 BLUE TAP 14 12 10 9 ,8 8 5 6 12 12 12 14 75 6 7 7 7 7 7 7 17 7 5 6 5 5 5 5 5 5 TAPPER+ 14 12 TO 6 B 6 6 b 12 12 12 12 /5 8.5 6S 5 7 7 7 7 7 7 5.5 4 5 5 5. 5 5 5 5 + 4�-D` 14 12 10 9 8 8 6 6 12 12 I2 12 .12 9.S 7 3.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 74 12 10 9 @ 8 6• 6 12 12 12 95 8 6 45 JS 7 7 7 7 7 7-6.5 5 5 5 5 5 5 5 5 5 14 12 10 9 8 6 6 6 12.12 12 12 10 7.5 SS 4 7 7 7 7 7 7 7 5.5 3 5 5 5 5 5 5 5 14 i2 10 9 8 8 6 6 12 12 12 t 9 7 5 4 7 7t17 7 7 55 4 3 5 5 S 5 5 3 + 3 5•-0` is f2 70 .9 8 e 8 6 12 12 12 12 10 75 5S 4 7 77 7 7-4 7 5 5 5 5 3 5 5 5 14 12 10 6 8 8 8 6 12 12 95 7.5 b 43 3S - 7 77 T 7 5 3.5 $ 5 S 5 5 5 5 4 24 12 t0 9 8 8 6 b 12 12 12 93 8 6 45 - 7 77 ] 7 5.5 4 3 5- 5 5 5 5 5 4 '� SCC ANCHOR 14 12 1D 9 @ 8 6 6 12 12 1.5 9 7S 5.5 4 3 7 7 7 7 7 4.5 3S - 5 5 5 5 3.5 - $pEfIF1C/¶Ltp!$ 14 12 ib 4 8 8 6 b 12 11 12 10 8 6 4S 33 7 7 7 T T 7 T 7 5 5 3 5 5 5 5 5 b'-O` _ _ ON SHEET 13 1! 12 iD 9 @ li' fi 6 12 12 8 6 !S 4 J _ 7 7 7 7 7 53 4 3 3 5 5 5 5 4 3 14 12 10 8 8 B 6 8 T2 12 IB 8 5,5 5 .75 - 7 7y T -T 7 b 4.5 - 5 6 5 5 5 5 4.5 /4 12 70 e 8 8 6 6 12 12 10 8 B.5 5 3S - 7 7 7 6.5 5S 4 3 5 5 b 5, 4 3 14 I2 10 9 '6 8 8 6 12 12 12 8.5 7 5 4 3 7 7 7 7 7 7 7 6 6 5' S f_5 t} 12 0 8 8 EI612 TO 6 4.3 3 - 7 7 7 7 BS 5 1 S5 5 12 10 9 B 8 6 6 12 12 85 7 5.5 s - - 7 7 7 7 7 5 - - 5 5 5 5 4 - 0 VALID ONLY FOR UP TO 170, -75 14 12 f0 9 8 8 6 - 12 1285 7 53 4 3 - T 7 7 5S 43 3 - - 5 5 S PSF A.$.D DESIGN PRESSURE tt 12 10 9 8 6 6 - 12 12 057.5 6 4.5 JS - 7 7 7 7 7 7 7 4 3 5' 5 5 3 5e'-0' - RATING & FOR SPANS PER u 12 to 9 8 8 6 /2 s' 6 4.5 4 3 _ _ 7 7 7 7 55 - s s 5 a 2 SCHEDULE j13, SHEET 11 14 12 TO 8 8 8 - t2 1I 7S 6 5 .75 - 7 7 7 7,6 6 43 - 5 5 S 4.5 14 12 10 8 8 8 - - 12 1.S 75 6 5 3.5 - - 7 7 6.5 5 4 54_ 3 _ t4 12 10 e @ 8 - - t2 72 95 8.5 53 ; 3 - 7 7 7 7 7 7 b 3 5 5 5 5 5 5 5 5 14 12 10 8 8 B - 0.3 B S 4 35 - _ _ 7 7 7 6 5 7.5 - _ 5 5 5 5 3 4 _3 _ I i 12 t9 9 8 8 - - ii"M64 63 5 tS - T 7 7 65 5S - 5 5- 5 5 5 4 14 12 10 9 B B - -_12 0.5 7 S.5 10•-O`14 12 10 12 it 8S 6 5 35 - 7 7 7 7 7 7 45 _ 5 5 14 12 70 9 8 8 - 9.5 7 4.5 3.5 3, - 7 7 7 S.S 15 - 5 5 5 5 45 35 14 12 t0 9 e 8 - - I2 9 6 5 4 7 7 7 6 5 5- 5 5 4S 5' 14 12 10 9 8 8 -1:7.12 9.3 6 5 4 3 7 7 i 4 3 5 3 5 4 3.5 - 1 1•-0`14 12 10 9 B B - - I2 10 7 S.S a5 3.5 =- - 7 7 7 7 7 7 3.5 5 5 5 3 5 5 5 1 t+ 72 10 9 8 8 - - 11 B 4 3.S 3 - - - 7 7 6 5' 4 - - - 5 5 5 6 4 3 ( 'I I V BLADE Q N LY 14 12 70 9 @ 8 - - 11 8 5.5 4 - - - 7 7 7 55 45 - - 5 5 5 5 4S - - ` /! 14 12 10 9 8 - - - /3 8.5 5.5 4.5 35 - - - T 7 t5 35 - - - - 5 5 4.5 35 3 - 1. 14 12 10 9 8 - - - 12 9.5 6.3 5 '{ 3 - _ 7_ 7 7 7 7 8 3 - 5 5 5 5 5 5 4.5 3.5 12•-•0 14 12 10 9 @ - - - 8 6 4 3 7 7 5S 45 3.5 - 5 5 5 4.5 4 3 14 12 2 9 8 - - - 10 75 5 4 - - - 7 7 6 5 5 3-5 .5 4 - - -- 14 12 f0 9 8 - - - OS B 5 + 3S - - 7 6.5 4.5 3 45 3.5 3 13r-O"14 12 10 9 @ _ i.S 8.S 6 4.5 35 J - - 7 7 7 7 7 45 - 5 5 5 5 5 5 4.5 3S 14 12 70 9 e 7 55 35 37 7 5 4" 3 _ _ 5_5 5 4 3 14 12 10 19 B - - - 9 7 4.5 .73 - - - 7 7 SS 45 - 5 5 5 4.5 4 - - - f4 12 I. I.- - 9 10 75 5 4 3 7 5 4 3 _ _ 5 5 4 3 14,-0,14 12 - - - - 05 B 5.5 4 3.5 - 7 7 7 7 7 4 - - 5 5 5 3 9 5 + J t4 t2 - - - - La 5 3 7 7 5 3S - 5 5 3 4 14 12 6.5 65 4 - - - - - 7 7 3 { - - - 5 5 S 4 - - - - '14 12 /0 - - 1- 9 7 4.5 35 3 7 5.5 33 - 5 5 J3.5 3 15•-O`14 12 70 - - - - 10 75 5 4 3 - - 7 7 7 7 7 JS - - 5 5 5 5 5 5 4 3 14 12 70 - - _ - - 6 15 3 _ 7 7 4S 3 _ 5 5 4S 3.5 - - I- 14 12 }0 - - - - - 8 6 4 7 7 5 - - 5 5 5 4 - 14 1210 - - B.5 65 4 35 - 7 5S 35 - 5 5 35 1b`-O` t0 iF 72 - - - - 95 7 45 35 3 - - 7 7 7 T 6 3 - - 5 5 3 5 5 4.5 3.5 14 12 f0 - @ 45 J 7 15 4 5 5 4 35 14 12 10 - - - - - 7355 .75 - - - - T 7 t3 - - - - - 5 5 4.51, 1- - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `\\\N T UJ/f7i 2015 EASTERN METAL SUPPLY,INC. A. BERTHA HY = - - A.S. .A. TM .111.1 E�Q ��= Accordion Shutter System Amerteon Shutter Systems KV.B ADE{�1 no OR W/0 ITV.ATE I OWAN RAM N.L TILLIT TESTING & ENGINEERING COMPANY Inc. - N. °x--19 °z/ we _ u.L STATE OF 63Ss N.w.3616.5L,51e.30.1.VVWM GARDENS.FLORIDA 3316 268A33Wistion4 Dri 1 OLD 11-192 4/13/16 a4TE 4/13/15 r��•',�p,�- _._,., Phwe:(305)@71-1530.Fm:(305)871-1531 426$ Westroods drive z '{ h k'�� a-rlw3:tnelooaa.mm West Palm Beach, FL 33407 3 DRAWING No NAL.E� WALTER A.TIL n1&.P.E. 4 I J`t�SJ P.E. SFAt/f'SIONFUCN jDATE FLORIDA Q. 1"167s6 SN 4 IDF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FORM HV & g HV,+ BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE(1) ONLY SHALL B—F-IMITED TO .105.0 12sf. A.M. DESIGN.,PRESSURE RATING, SEE SHEET 19 FOR MAX SPAN & 1/4"0 TAPCON CR -A1zCON 1p/Mrl AD`1/4N-ZEA.%Q. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE (1)& 14 WORKING IN UNISON '/4-0 TAPCON OR Wd r'HR1/Z ENIE.-RA­_11 TA.-CON WUH ADVANCED THREkDr RM TEOHNOXOGY _T_ ON I.Al 0 AREA TO W1 1 1/2'Mii. P--%-,r.-,AnoN OF r.jREADE:)AREA X EXS--,%,' COE)HEA3ER. (SEE SCHEDULE ON SHEET 15) 111 CLASS(SE WOCO I­rA:FER (SEE SCHEDS.X CN OR(13 SHEET 15,; 1/4*9-20-3/4"S.S. RArHINL ON SlE7_ OR SCREWS W/ 1/4'-23 NUTS 11 F BADE CA'Ci_ t. 9, 0. 12"OX. CN SHEET 19 FOR N t' 1, wm t-X;SpHz RAXS T -EQ [F-EQ CLASS N, 'A 1ISH?F si'i _OPTIONA L WALL DUSTIN M:h� 7 . G FINISH 2*X4'WOOD EVSDNG MIN. HEOER REQUIRE) (DOR _-2'.4'WOOD I"-0 TAPCON OR TAPCON WITH ADVANCED COST HEADER REQUIRED MN.SU'ARA301 '-TFREAOFORM r HNOLOGY W1 1 1/2' 02N'�-�! M!, PENETRATION OF IHRMOD AnEA TO TO GASS(SEE EXISTING ON SFW 19 FOR ON SHEET 15' amm@& 2x4'CONT.SILL SCHEDULE ON SHEET EkSTiNG SEPARNTION I'GLASS HEADER. F_I I FOR D'ADE CAP— ----(SEE SCHEDULE ON SHEET I ...... PLATE REO'C HY.WALL HEADER—INSTALLATION BY WALL SILL INSTALLATION gHY WALL HEADER INSTALLATION _Tj I ZE-TIN.SEPARATION SCHEDULE ON SHEET IT) EXISTING MIK SEPARATION TO GLASS I (S -- CLASS EXISTING �_---(Saf'SCHEDULE ON SHEET01 EX97IN WIN,SEPARATION TO GLASS I -- WOOD PLATE SEE SCHEDULE ON SHEET 11) CLASSGLASS -11 ME 1/4'0-20.3/4"S.S. I MACHINE SCFr.WS --20.3/4'S.S USING 1/4--20 N`LFTSS MAZONE SCREWS W/ A WA'j 1/4"-20 NJTS 0 12% 0 12'O.C. FIN;SH 7- 1 _UT "< ".0OR018 I OR1 OR 2.4'CON'.- WOOD PLA,_ ii I REO'D. CO ... \� 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2' 1/4-0 TAPCON OR TAFCON WrrH ADVAI.CED Mi.. PENETRATION Or THREADED AREA TO It t EX*IING WOOD HEADER. • 1/4-0 TAPCON OR THREADFORM TECHNOLOGY W1 1/2- (SEE SCHEDULE ON SHEET 15) Min,PENETRATION OF THREADED AREA INTO PLYWOOD TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL V. (SEE SCHEIILLE ON SdEET 15) 1/2-MIN. pK�- THREA. RM TECHNOLOGY SHUTTER ASSEMBLY. WALL FINISH Ti EXISTING MIN.2.4' W/ MiN.COX PLYWOOD REQ*D. SMDS 0 16'G.C.VAX LYIN0000 R Mir- PENETRATION OF 2-MOUNTING SECTIONS C41 8- REVO.PLYWOOD TO BE FiNISH-- THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY To LfXWNO MIN.2x4'STUDS @ 10'C.C. MAX.REO*D. ATTACHED TO STUDS IN (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION, HV WALL SILL INSTALLATION 1%"W'r To BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH 11 ECIT].2308 OF THE F.B.C.0 SECTION 2308 OF THE @ BY W (�)HV WALL SILL,,-INSTALLATION F.B.C, -ALL SILL INSTALLATION OF'IT, "C 0 "-C TAPCON n4-1-Ed �l 18 O.C.' _'�0110 C I TAPCON WT" Y MOL.. W/ 2'x4'CONT. C ED WALL FLORIDA BUILDING Nigh Velocity Hurricane Zone, OF 66" LQ1 CODE C 2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM Accordion Shutter System A.S.S.A KV. MADE#1 W/CR W10 RV. VANDIUM BADE TILUT TESTIN ;huffer System, lev.w DESC11IFFICK GATE DRAWN Bf. M.L. G & ENGINEERING COMPANY :W= Association. Inc. I OLD 11-192 j7p3/15 DAM, 4/13/15 63M N.W.36M-St,SW 303,VIROW G&RDEM,FLORCA 33!rA 4268 Westroods Drive (305)871-1530.I-:(305)871-1531 2 DRAWING No ­if:HitxoY9W.a9m West Palm Beach, FL 33407 _3 0ICR '.." 1WAVIERA-.000 U 6j7rijS�. P.E. 4 15-085 P. DATE FLORIDA Lic.111 44167 ET 5 SHE 6 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 0) HV_ & HV* BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD- WITH HV..BrADEIn ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D._DESIGN PRESSURE RATING SEE SHEET 19FOR MAX SPAN & DESIGN LOAD FOR INSTALLATION WITH .BLADE (I)&. WORKING IN UNISON 1/4-0 TAF-_OT.OR 7- 7� C 4'XB'(Min.)EXISTING J TAPCON W`:TH ADVANCED -OUIRFO. THREADFORM TtCHNOI-OGY WOOD SEW RE >< of ADEQUACY w/1 1/5,wn.miriAnot; 1/4*0-20.3/4'S.S. OF EXSTING WOOD BEV AjO - % EXISTING WOOD OF THREAD. PHILLIPS TRUSS HEAC TO BE CERTIFIED Ely E)GSTING WOO MACHINE SCREWS REGISTERED ENGINEER CR TRUSSES OR ON 51,EiT Is) M:a6, EO- ED RAFTER 0 24- j S-,HEOLP-E 1/4--20 NUTS ARCHITECT PRIOR TO D C.C.REGURE -E* EC 12'D.C. SHUTTER INSTALLATION. _DC.STING SOFFIT, 1/4 TAPCON OR A TAPCON WITH ADVANCED, 3/4-Max.THK. .257, THREADFORM TECHNOLOGY N. ED ED COW.ALUM, TUSE 7r�;2,_� // , j 103/4" r -T6 ALLOY)'h/ k r Mex, W/THREADED PENETRATO"I ED6063 It OF AREA TO S.M.S.Sg)5116*0 LAG SCREWS TO L EXISTING WOOD HEADER. a G*ac 3),or @ RAM OR TRUSS. 09IONAL or LOCATE LAR (SEE SCHEDULE ON SHEET is, SCREWS AT or 03 or W.D%jDTH OF EXISTING WOOD MEMBER(2*Min.tIOMUAL 2-Min. , Exr MIN 2.4' OPEN HOLE AT EACH =01.OF 7HREADED .nNG EXISTI TO- HEADER TWO EXISTING STJD TO ACGEP7 GIJ 3S IL MIN.SEPARATION TO GLASS 5/t6-0 LAG SCREW AREA:VALID FOR _(SCE SCHEDUIF ON SHEET 11) INSTALLATIONS WITH 72pf GLASS AT CENTER OF TUBE. W.AS,D.NDESIGN LOAD AND AM 9PARO0N1 w91-07 MAX. SPAN.THIS SDNw- INSTALLATION IS ON-Y VALID TO WSS(SEE GLASS— �4- HY WALL HEADER INSTALLATION IN— I anl%. i I FOR WOOD 050IN.SPECIFIC r%%AM 0AW (DOR It FM OXE TDRU GRAWrY OF AS DOUGLAS ON%W 19 FORFIR OR SOUrr_RN PINE N--2 1 BAT[ 9 40OR 0* OR EQUAL SHEET 4 FOR TVISHV;;;7��Bly 2-M NG SECTIONS CAN BE COMMM 'IT,,HV CEILINGINSTALLATION LU MHV CEILING INSTALLATION IN ANY TO SUIT ANY INSTALLATION. Mx STAVRM OR MIN. 1 1 M am(SEE SEPARATION 7;T�ON TO GLASS MIN.SEPARATION TO G,_ASS EXISTING .M (SEE SCH�D�L (SEE SCHEDULE ON SHEET I I)--- Gis IE S," DN SIM, 9 9 2m EXISTING V ..I _k �& ON SHEIE CLASS 01 3i 1 ALTERNATE 8 EXISTING ; =N CLASS—.' MIN.We WALL- 3/8120 J0.3/4"HE( DECK REQUIRED 7- FINISH/ 3/a - WASHER 14M TEK (NO SCREWS 0 12'ox JD) @OR 2'.6- MIN.WOOD-- DECKITREHULED(ENO OCE i 1 IS ALLOWED) ---- --- EDGE OF DECK J72 I OF IF APP'JCASLE EDGE OF DECK DECK IF IF APPLICABLE APPLICABLE 1/410 TAPCON OR -��,DIILUPS TRUSS HEAD 1/4'0 TAKON OR TAP rIH ADVANC —2-MIN.-- TAPCON WfTH AUVANCED, MinMACHINE SCREWS TECHNOLOGY W/1 1/2' THREA.DFORM TECHNOLOGY W/I j AD FORM TECHNOLOGY W/ 1/4-20 NUTS 1/4-0 TAPCON OR TAPCON WITH ADVANCED TH FORM —2'MIN. pENErRATION OF THREADED W/1 1/2*Al7n.PENETRATION 0 12'D.C. TECHNOLOGY W/ 1 1/2'Min.PENETRATION OF THREADED AREA To EXISTING WOOD HEADER.(SEE PLATE THRE I, IT R ....... OF THREADED AREA TO SCHEDULE ON SHEET 15) AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) L EXISTING WOOD HEADER. OX IJV WALK—OVER INSTUL91 (SEE SCHEDULE ON SHEET 15) —*Sa UM 0 USE FOR I ON SHFJ OW HY EIJQOR INEALLAII CODE(Non High Velocit urricane Zone OV HV WALL SILL INSTALLATION- I ._nffNH FLORIDA BUILDI 0 2015 EASTERN METAL SUPPLY-INC. ..... ......A BERTHA VTM \\rE Accordion Shutter System IiNcL ECO . A.SwSnAw Kv. wl OR w/o Kv.wmm 9ADE E COMPANY American Shutter Systems OrSCRIPTOR BY. M.L. TILLIT TESTING & ENGINEERING Association, Inc. I OLD 11-192 4113/15 . 4/13/15 WTwF 0755 N.N.36th.St,St.,M.VIRGVQA GN OW,FLORCA 33IR 42eB Westroads Drive z DRAWING No • Ph--:(34*71-1530-Fax:(305)871-1531 3 West Palm Beach, FL 33407 15-085 ....... ES-DO06719 4 I- WALTER A.TRIA Jr.P.L 5 SHEET Pnfl,U..8"iv 17 OF 20 - --- END INSTALLATIONS n HV BLADE OR WINDOW BLADE INTO 2"x4" MIN WOOD STUDS 2i{- - .. .. •.'.- (AS N1'.LU-IDF7 .... \ / ii%iY un; � .I � M]¢ (AS APRXAEU) \ ! S/2- x/AM.dLt / \\ fE �. ln-/PV'4i7RAixK21, X . • SIVJ5 EC DM MC CLASS L ; /--kxSING Clb'S OLASS ,m s. •'�.. 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