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HomeMy WebLinkAboutProduct Approval (3) MOM Iu ANCHOR• SPACI (]na a HEDULE FOR A GNEN MAX.-,SHUTTIt SPAN. A,S-0- DES19N NEGATNE PRESSURE RATING ANO A CORRESPON(NNG MOUNTING TYPE FOR CONCRETE OR CONCRETE ANCHORS SPACINGARMF POURED CONCRETE h 5,5, steel a POURED BLOCK _TAPCON OR ADVANCED A WALL H MQUNTIHG A WELL H MOU1i1TNp ®WALL tiFADtR MOUNTING 0 WALL SRL LATINO (g)WALL SW� UNi1NG -&F "�ER/SBL THREADFORxM TECHNOLOGY sm w w vmmm WUNA 5 PeLSSIt{E D. [14 .OEM l4GVNE _ROLA MM IIMM PRISM MW OEM NWAIK PRWM WIN 350.OE.4n1 MUMM i9L_"SSI(tf,9A A8A 068131 t1374we! IN79tl _ ALL POINTS SOUR-SET 3D 40 80 Tb f10 120 t�209 40 60 7b 90 120 160 205 30 40 60 75 w 120 180 2 3D 40 00 76 90 t20 160 2m 30 40 60 73 90 120 180 100 JD 40 80 7S BO 120 180 206 BLUE TAA 4 12 20 9 e a a e 2 10 e a 6 "- t 1 a e 2 - 2 a 9 a a,,,e a TAPPER+ 3'-0' 14 1i To 9 e a e 12 10 D B e a 14 1z 10 B e e a 14 1s t0 D a a s a 14 1x 10 D e e"e e e e a e a a e a OR LE55 14 12 10 9 6 8 a 6 12 10 9 e e 6 a 14 12 >0„ D e e a B_ a 12 10 a 5 a a 3 14 12 1p ee e a e _,_...__ ._._..... _.....__._.... _......_.4 12 10 e e e e e12 10 B 6 e a a 14 12 10 9 B e e a ist2 1D a 0 e a a 12 1a ee a a a e" a a a e a 7 14 lz 1 D e s 12 I0 a a a e 4 1x 10 9 a a a e 14 f2 10 D 7 - t4 1a 10 9 6 7 6A - 6 a 9 e 0.- ......4'-0' 1412 10 D 0 8 . 4 12 10 0 8 B a 6 14 12 10 9 0 0 6 6 14 11 10 D _d a 3.0 14 12 f0 0 a a eeCa6 6 8, n e B 14 12 1D B 0 8 4A - 12to -9 a 6 6 4 14 12 1p 9 e 0 6 a 14 12 10 9 0 6 - - 14 12 fa 9 0 0 ee 8 6 9 e DA....14 12 10 B 6 8 6 / t2 10 D 9 8 a 6 /4 lz 10 9 0 0 8 8 4 12 10 a 0 e - - 4, 12 10 9 B 0 (i� U 12 10 D 0 B 4.5 ^ 1{ 12 10 9 a a a 33 1♦ 12 10 9 0 a 9 6 14 12 ID D 7.0 - - - 14 12 10 8 7a OA_- - a a B a f5 I *S� _._... 6'-0. 1/ 12 10 9 a 8 4.a - 14 12 10 "0 a E 6 18 14 12 f0 D a e 9 6 14 12 10 D 6 7 - 14 12 10 9 a 9 6, a" 8 e' e' e' e 6 e 14 12 10 D 6 Ss - - 14 12 f0 a e 0 4a 14 12 IO "B� B B B 6 14 12 /08 0 3 - - 14 72 10 8 8 7� - 8 6 'a' e e 5 4_ SPECIFICATIONS 14 '1x 10 0 B 8 4 - 14 11 10 9 e 0 e 3.8 14 f2 10 9 8 a 0 6 14 12 10 "B 6 - - - 14 12 10 9 'e 7.a - - a 'e e e B 7A ON $HEFT 13 14 12 10 9 a e a 3 - 14 12 10 D e B {.e - 14 12 10 9 8 B 0 0 4 12 9.8 7A 4 - 14 12 D.b 7b BA SS - 8 0 B 7A &5 4a A ^ .r._...".. _.....-. .... - ...-......._. .._..« 4 .. J4 12 10 9 0 a5-...-::7 _ 14 12 1D B' 6_ a 1.5 - 14 12 10 9 8 6 8 8 14 11 f0 9 0. 1 - = 14 12 10 6 0 - 0 0 B a 9 7A ...._ ....._ .._. 14 1a WR D 8 J - - 14 12 f0 9 a e - 14 12 10 9 e 8 aB 3A 14 12 f0 9 4a - - - 14 11 10 9 7��4 - ^ 0 a 98 ♦ J 14 12 10 D 6 5 - 4 la 10 9 a B { - 14 1z 10 D B a e 6.0 14 12 10 9 8 - 14 1 10 B a 4b - - B e e 'e 0 fl 4b 14 @ /0 B a 4 - - t4 12 10 D 6 0.5 3 - 14 12 10 D B a a - 14 12 6 49 - - - - 14 12 0 d0_Ja_- - - 8 6 e ab a9 S __._ 7,-0. 74 12 10 8. e. 4 - _ f4 12 10 9 B 08 S - 14 f2 f0 9 8 8- a - I'4 12 f0 9 6 - - 14 1T 10 9 e.. 7 - - 0 B "e 8 8 8 7.4 0 14 1T 10 D 4a - - 14 la IO D t1 4 14 t2 10 8 B 7 ♦ - 14 12 10 6,8` - ^ 14 12 10 a dA - 8 6 8 8 7 S as - 14 12 10 9 7a 76 - - 14 12 10 8 0 0 14 12 10 9 8 8 0 - 14 12 10 8 •- it 12 10 0 7 - - - B a B B 7 D 4 14 12 10 9 f3 3 - 14 12 10 8 8 4A - - 74 12 10 9 a B_ - - [14 14 12 10 9 a.1 - 14 11 10 B 8 1.S 14 12_ 10 9 B 8.. = 12 10 7 4 _ _ - 14, 12 f0 e 6 J = - B 0 e B B {-- _.......-. ._ .._ ♦SEE UM MME"ONNSHEETOF U19 FOR 14 12 10 a 8_�. - 14 12 10 9 e SA - - 12 Ba 3 - - 14 12 a 7 4 - 6 a 8 T SA 4 314 12 10 9 6 - 1{ 12 10 0 a L 14 12 10 9 l 8 - - f2 e.e - - 14 14 D.6 7.8 4.5 �- - B8 6 7 8 - - /210 a 4A - - 14 12 ID 9 7a - - 14 12 10 6 - Da 4 - 73 9.0 - 8 0a B 4_ ...._. .. - - - - - 14 12 10Ba 4 - - - 14 12 10 D 7b - - - 74 I2 f0 a 6 - - - 1x 10 b - - - 14 12 10 9 9.5 - - B B e 0 B 88 6 3 14 12 aA 1 - - - - 74 12 10 9 4b - - - 14 12 1 9 .9 - -. /9 IS - - - 14 113 7.9 6 - - - - e a 1a 6 4_..._._" .. - _ _ _ _.14 t2 10 8 4 /4 12 10 9 7 - 14 12 f0 a 8 - 12 a -14 t2 0as14 12 9.5 6 3a - - - 14 12 10 9 5.5 - - 14 T2 10 9 - - - aA - - - - - - la Be aA - - - - 8 a 5,g 4,6 14 12 9A 8 ]�f - - 14 /2 /0 9 5.S"-" - 14 12 10 9 9 - - - -14 12 f TO 9 - - - ¢ 8 8 8 8 7b 4.5 10•-0' p 11 3 - - 14 12 10 0 - - - 14 12 10 B 9 - -14 10.5.7 - _ _ - 14 10.0 7 J.5 - - _ _a 8 7 5A,•6 33 - 1{ 4a 3 - 14 12 10 9 b - 14 12 10 9 6 - - 14 it - - - - 14 1117.511- - - - - 8 8 7.6 ft - - - - 14 12 7 _ - 14 12 10 - - - - - 14 12 10 - - - - - OA 8 - - -_ - - Oa 8 - _. r 14 1 7 - - - - 14 11 10 - - - 4 Ti t0 - - - - - /4 72 5 - - - - 14 12 10 - - - _ - 8 0 B 9 0 7 34 1{, 12, 1 - __ -„ 14 iZ 70 - - - - 14 12 10 - - •• 28 93,,,_ .,,- -, -� - _- 2b 9.0 0 - - - - - B e B 9 4 3 - - t{ 12 86 - - I4 12 10 - - 14 0 10 - ID - - - 14 10 7 - - - - - 0 5 7 5.6 4A - - - 14 12 9.5 - - - - - 14 72 10 - - - - - I4 12 10 - - - - - B 7 - - - - - - 9A 7 a5 - - - - - 9 7 A 46 3 - ...._.._______....-__..._ 14 12 6.5 - - - 14 12 10 - - - - - 14 12 10 - - - - - I4 X12 L - - - - - 7 /2 10 _ - - B" B L 0 8 8 3- 12'-0'14 12 3 _ -...-...'__ - 14 12, 8 _ _ _ _ _ 14 12 10 - - - - to R _ _ _ .. I -R "'4" _ _ - _ a 0 5A 4A 4 - _ _ 14 12 6 - - -- - 14"11 10 - - - - --" 14 12 10 - - - - 26 Bb - - - b D3 4A - - - - B B 6 b 4 - - o ,M 1V , A , , •• -• - - - - 14 12 - - - - - 9 - - - - - _- 9 OA s - - - - - B a6 HV BLADE 0I L!` BLADE _ .. _ 14 12 - - - - •- 14 12 - - - - .. { 12 - - - - 4 f2 _ _ - IL 1Y - _ _ _ _ a.. .0..0 E 4a - - 73'_0 14 10 - _ _ 14 IT - _ - 14 12 - - - - - __ OA ea - - - _ - Ob 8 - - - - e 8 0 4 Sa__.__._ 14 12 - - - - - - �12 - - - . - - 14 12 - - - - - - 1.5 B - - - - - - 14 as - - - - - a 8 ba 4S - - - - -' _ _ 14 1 .. _ - - 1 1 -_...r. __.:_. - /4 12 - .. _ - - - a - - - '" a - - - 6 8 _ _ W HV WINDOW BLADE 4 12 - _ _ _ _ t4 7 - - - - - 14 12 - - - - - - 11 ...0_..- - - - - - 14 72 - - - - - e B 8 8 74 WORKING IN UNISON ..�_ 14 7 - - - _ - 14 12 - - - - - - 14 I2 - - - - - - TD 4 - - - - - - 10 7.5 - - - 6 7.6 6 4 J 14 12 - _ .. _ - 14 1 - - - - 0 • - - -- OA 0 .. 8 .B t14 - - _ _ _ 1 _ _ _ _ _ _ _ ,4 __ .._._ _ _ _ 7.5 _ _ _ _ A _ _ _ - _ _ _ 7A 6.6 SA 3 - - _ _ 18'-0' _ _ _ _ _ _ , _ _ _ _ _ _ _ .4 _ _ _ _ _ _ _ ,4 _ _ _ _ _ _ _ 4 - _ _ _ _ _ - a a 9 7 7- 14 - 9 0 - B 7 4 3A 3 - - - - - T4 Z - _ .. - - 1 - - - - - -".1G - - _ _ 10 _ - _ _ 8 75 a 4 - _ _ _ _ _ _ _ _ _ _ _ 7 _ _ _ _ 7 - - _ _ - - 7 B.9 3.3 -8 05 4 33 _ _ _- - - - - - - 14 - -- = - _ - - - = - - - - A - - - - - - 6 7 4A - - - - FLORIDA BUILDING CODE Won Hi2h Velocity Hurricane Zone A:.rili Ji. -- ®2015 EASTERN METAL SUF'PIY,INC, IGEN BERTHA HVTM 4a��- /7iL7Fcom,.\ -- aS* A Accordion Shutter System .-� ■ ■ ■ ■ H•v 11AM#1 w/OR w/o KV. eAM Shutter syst@ms v. 1xscalrrlon DATE Dw7wTl BY: 9.1 „d: flLUT TESTING 8: ENGINEERING COMPANY A9ROCiGflon1 inc. t OLD i1-192 d 13/15 trAtE; 4/73/15 p STATE OF esfl3 6.V.34 P.a.a..309 yr ww camola 11bPtb4 all �-F Phoiro;(305)871-1530.Far.(Jas)971-1531 4268 W85IrO0d9 Drive 2 DRAWING No ;�'• �ORID-" o-moa:6e000aoa.00m West Polm 8eoch, FL 33407 3 F •••. 15-085 *','Ii S/dN L 00,00 `n�.TM A.�}IJJ`i16X� 5 y SHEET N.E. �C'A 61fiNAg%E/DATE a ' OF MA)VMLW ANCHOR* MAX, SHU= SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS'POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE MSUNTING9 C D,a R ON SHrLTS 6&1) 1.ANCftoR9 TO SUBSTRATE swat BE as FOLLOWS: P01000 BOLA POumlwOO11fIefa (A) TO EXISTING POURED COEICREIE:(Wo,l e-3 kel) E WALL STEL MOUNTING G CEILING MOUNTING H FLOOR MOUNTING - Ile$TAPCON OR TAPCON WITH ADVANCED THWADFORM IM MOLOGY ANCHORS,AS NN+uFAcruam BY Isw.BwDDR.(N� +'a=a WAXkUM Q - 1/4'0 x 3/4•ALL POINTS SOLID-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.DOLT h SPECXTY COMPANY.(Min.fc-3 5(PAII ry171p Pmosa :ITALIA - 1/ASP 8WE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC.(MiA Fe-2 kei) 30140 160 175190 120 too 2o5 STD 40 80 75 1 60 208 30 40 80 79 90 120 180 209 TAPCON WITH ADVANCED TAPCON OR - 1/4-0 TAP RS AS MANUFACTURED BY POWERS I'AsTIENERS,INC..NO DISTRIBUTED BY ALL POINTS SCREIN.DOLE at SPECftTY COA6At4Y OR A+Y F3t APPROVED LICENSED OR AUTHORIZED VEROUR METERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. D a s t t4 t t 9 THREADFORM T;CHNOLOGY {FST.t'a=3 Re) 3'-0' 14 12 0 9 0 B 8 _0 14 12 10 9 0 B 8 8 14 12 1D 9 8 0 6 0 ALL POINTS SOLID-SET OR 14 9 10 71 8 D 9 5 14 12 10 9 B 0 a 0 14 12 f0 B 6 6 0 5 BLUE TAP-WI CAP NOTES: 1 12 f0 9 •d D 8 7 14 12 10 D a B 0 6 14 12 f0 9 8 8 8 Af)MINIMUM fl®EDNENT Mro PIXIRFD CONCRETE OF TN'CON OR TAPCON WITH AOVANf:F.O iH1RFADHDRII 71'C59NOlOM ANCHORS AND TAPPER+ 14 12 10 9 a 7 a.a 3.5 12 10 9 6 0 0 6 14 12 f0 9 B e 6 6 TA 4' ANCHORS IS 1 3/4%AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2•, . 4'-0' 14 12 10 9 0 0 8 14 12 10 0 B •e e e 14 12 10 9 9 B8 a.d tf 72 iD 0 6 8 8 4_ 14 12 10 9 a a D Aa 14 f2 10 0 0 0 4 SD A2)18NUAUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS SFWL 7/8'RTD THE POURED CONCRETE.NO'EMBEDMENT 14 12 1D 9 6 8 a eO 14 12 TD 8.8 B a ab 14 12 t0 _87-r 9 0 43 INTO STUCCO SWILL BE PERMITTED. 1/4'0-20 S.S.WALTBNE SCREW USED SWILL BE 1 1/2'LONG MINIMUM SHOULD STUCCO OUST.AND 14 12 10 8 73 5b 3.5• - 1 i2 10 9 0 a 8 6 14 12 IO 9 e 7 5d 4 SEz t>1t10M5 Or' EOR t'MINAIUM FOR WALLS WITH NO STUOCO. ......._ ...._. P1/OC ON SHM 19 5.-0. 14 12 10 9 6 6 8 6 14 72 10 9 8 8 6 5d 14 12 10 �0 D 6 B 4b t4 t2 10 o a 7 4 - 14_12 f0 9 EST D 3.b t� 12 10 8 6,0 a 3d-S A.3)M CASE THAT PRECAST STONE PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND W THE E WING WALL OR FLOOR, 14 12 10 9 a 7b'41 - 14 12 10 9 6 0 4.8 1 12 t0 e e s 45 78 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE RMO SAID WALL FTNT% S.ANCHORAGE SMALL BE AS INDICATED ON 14 12 BD d 88 4d - - t4 12 10 8 D 73 4 14 12 10 9 D 0 4d NOTES At)d A.2)ABOVE•FOR INSTALLATIONS ON'VINYL SaXNG OR m wIDH OR WITHOUT META-STUDS CONSULT THIS ENGINEER.FOR 6'-0' 14 12 10 0 0 8 0 - 4 tY f0 9 B ,,,,_„ 8••,6 14 12 10 �•B• E 6.9.5 D$ INSTALLAIibN INTO f]HS WITH METAL STUDS SEE SHEET 20. 14 'Ti 10 9 3 J i4 12 10 0.9 7 5b 4 3 14 12 0 3 5.5 4 J ' 14 12 10 0 a 4 - - 14 12 10 9 5 5b 8 3.70114 12 f0 KS 8 0 4 _ (8) TO EXISTING CONCRETE BLOCK:ADVANCED C-90) 14 12 .•8., Qa 5A 3 - 1 12 10 9 8 aS 49,ab 14,.,72 10 7 9 JS 3 -1/4'0 X.3/4' L TOINTS WITH ADVANCED T1IREADFO IS TECHNOLOGY ANCHORS.A9 MANUFACTURED BY LTY BUOAOL 14 1'Tl• f0 B 0 a - - 14 12 To •91 0 /.•..D 4 14 12 10 0 7b SS 4 3 -1/4'0 x•314•ALL POINTS SOLD-S(:T ANCHORS,AS D15TRIOUIED BY ALL POINTS SCREW'BOLT 3 SPECALTY COMPANY, �•-0, 74 12 10 5 83 4 - - 74 f2•••8 7d a 4.5 SB - 14 0.6 e_B 4b AS_. -•1/4.0 BWE TAP CONCRETE ANCHORS W/GAP AS W NUFAC UM By FLORIDA FASTENERS DIRECT,01C. 14 12 10 53 7 4 - - 14 12 10 9 Jb 53 4 - 14 12 9 7 7.l1 4.8 - - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED EY POWERS FASTENERS,INC..AND DISTRIBUTED BY ALL PONT 9CREYl,BOLT 8:SPECIALTY 14 1f 7 Sd 4.8 - - T4 12 10 9 7b 53 4 - 14 12 9 7 . 45 3,-- V-0, - COMPANY OR ANY OTHER A'PRMEn LICENSED OR Am+ORRED VENDOR REGISTJEO WITH THE AMERICAN SNUnE3+SYSTEMS ASSOCIATION,INC. 8'-0' 14 12 10 9 0 0b - 14 12 f0 9 0 6 4 - N t2 10 a 63 5 a's- NOTES. ..__... _.._.._.,.._ '.r, -. .. .._ ..._._.- 14 12 d.5 7 OS 3 - - i� 12��0.8:f db•_4 3 t3 2 0 S 4 - 9.1)MINIMUM FMfiEDkIFTiT INTO CONCRETE BLOCK OF TAPCON,BLU[TM W/CM ANCHORS AND TAPPER+ANCHORS R 1 Ile AND AF'COt4 - 3 14 12 9A 7.6 0 - 14 12 9b D OA C - - 14 12 8 a 83 4 - - WITH ADVANCED THREMF'ORM TECHNOLOGY ANCHORS IS I', 13 98 0.5 6 J8 - - 14 12 10 0 0.8 0 - - 14 12 8 88 4 ^ ^ TV 2 0 9 �_ - 14 12 10 9 7d - 14 fY. 0.15 7 OS 4 - - 8.2)MINIMUM EIAKDMENT OF 1/4.0 x 3/4'ALL POINTS SOL O-SET ANCHORS SFWL Be F)RiRF1Y EMBEDDED INTO THE CONCRETE BLOT('NO 8'--0' f4 ifI 73 6 4 - - tY Y/ T D:e S'3b - -11 0&8 48 33 - - EAIBFDMENT INTO STUCCO SNAIL BE PERMITTED. 1/4.0-20 S- NACFIME SLEW USED Swat BE 1 1/Z'LONG IIINIMUM SHOULD SIUIXX) /4 12 8 6b ISS - - 14 12 Bb 7 9.8 A _ 14 0.0 7 58 a 43 - DOST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. /8 0.5 83 4 - - - - 14 12 9 1 8 45 - - 14 1t 7 b8 40 35 1 12 10 12 10 0'6.5 a - - 14 1T D 0 S 4 - - 8.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY YOM BE FOUND ON THE EJB5TING WALL OR FLOOR -....•.--- _ ..__..__....__ -......__..._.....___..._ __ ARC}pRS SHALL Be LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SIWL BE AS INDICATED ON 14 10.6 7" 5 3b - - - 134 9.5 bb D 4 S - - 10 7.3 5 4 3 - - - W)ST f4 0. 7A 9b _ _ _ _ 1tb 9 8 b 4 - - 2,5 9b 5..�5 _4 4 _ NOTES B.i h AL2)ABOVE.FOR QRSTAIATIONS ON VINYL SIDING OR EIFS WM OR WITHOUT META_STUDS CONSULT THOS ENGINM, 08 B 9 - - - - - 14 12 8 6.5 5b 4 - - 13 10 0.5 5 4 3 - - FOR ALIATIOH INTO OFS WITH IETAL STUDS SEE SHiF,ET 20- 14 t2 10 •- - - - 14 12 0 7 6 4.0 - 14 108 7 58 43 3,S (C) ANCHORS SWILL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECUFKXTIONS OF TAE ARMOR S F 23 OS 0 - - - - 12 8 B 43 4 3 - 14 ID 7 - - - 1 10.8 7 a. 45 - - - 113 a3 3,6 4:B].7D - •�- " e. 7 4b _ _ - _ _ 14 1.5 7d 8 5 - - - 12 9 8 48 4 - - - (D SEE SCHEDULE BELOW FOR EDGE DISTANCE ED. VERSUS SPACING TUELJ171DNS+11P f11R ANCHORS. 12'-0' 14 f2 10 •• - - - - 14 12 0 8.5 OS - - - 13 10 6b S 4 - - - EWA DISTANCE VERSUS; SPACING`'GHED� FOR ANGNORSs 1.0 Ob 4.0 - - 11 8 88 4 38 - - - 8 6 4 3 - MIOILNUM ANCHOR SPACINGS ARE VNIO FOR EDT:13MANCSS INDICATED oaow.FOR E D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 3.5 93 0 - _ - ^ t3 9.616.5 S f - - - OS b 4 4 •- - BY MULTIPLYING SPACRIG SHOWN ON SGIIEDUIE BY THE FOLLOWING FACTORS. e D - - ^ - - „r 1 t0. 4.51- �_ - // B.6 Sb 4.5 38 REDUCED SPACING MANED USO40 FACTOR STALL NOT IE LESS THAN WNMUM SpACBKi IHOIGUFL)FOR EACH ANCHOR TYPE. 14 12 - - - - 14 18 7.0 5 $ - - 12 9 8 .:ti3.. -,,�••- 13'-0' _ _ FACTOR 08 B - - - - - - 10 JS 0 3 - - - 7.S OS 4 3 - TAPCON WiTH ACVANCFD POINT SOLID SET �TAP W/C A TAPPER 1.3 0.5 - - - - 12 0 6 4B 4 - - - 9S 3 8 4 - - - - THREADFORM TECHNOLOGY �' ACTUAL ANCE ' EDGE TAPCON LITH.S7ACING 6 6 - -• - - - - 13 9.3 6b D - - - - 03 7d S - - - - �'�F PC 12 - _ _ _ _ _ 14 10.5 7 5.5 - - - - 1l+Bb 55 43 - ED. MIN.SPACING-3' LGN.SPACING..3' MIN.SPACING m 3 1/2' ON.SPACING+3' 3 3 4' 4 f0 7b - - - - - - 8 7 4b 0.5 _ _ _ _ 7 5 d.0 3 - - - ETE BLOCK POU10 am== CONIU E8000 II�CREIE BLOC1(a CORDITE BLOCK POURED CONCRETEa PO.�D E CC41CiTilE2E� -...-........_... - 11 a 58.4.5 - - 9 i3 - - - - WL F1L.3 EO.-2 id e ^ - - - 7� - - - - - - - 12 31 o o - - - - - ae e e - - - - - BLADE W KING 2 i•s• 1.0 0.9 1.o2 t _0.76 1_°T 0.s�7 1 u - = a3 4 - - - - 6sf 5 3 - = -Q - - - -- - _.._..-_ -- - D - - - - - 9.5 a a - - - - - 6d e 4 - - - - IN UN S�N♦ 2= 07t __. - - _ - _ _.. _... -0.43 Obt 1 - - - - 23��Ifis ITS5b p 5 g 1 3/4' - 0.91 _ .._.._...__ --_.. _ am - 16'-0' e - - - - - e a 4 - _ - - +3 3 ass - lis - ^ 1Ta 7 5 = - - e e"4 - - _ - FLORIDA BUILOIN6 CODE( on High elocity Hurricane ZDne 0 2,015 EASTERN NETAL SUPPLY.INC. HA �..•'pENSF 4, TM Accordion Shutter System. A■S■S.A■ (iv DIAD#1 W/aR w/o KV.WJNDON BADE American Shutter Systems Irv. DESCRIPtm qLw MWNen ML. :a:a TILER TESTING & ENGINEERING COMPANY Association. inc. 1 GID 11-192 4/13/15 9U 4%13 15 STATE�F W� axis n.tr.3w st.,sat sal•vmm woems,rt016oA 33i 4268 WestroadB Drive -2 ��___��� Phone:(305)871-1830.Fox:(308)871-1531 DRAWING No i rp. 0 • .a .-,..��D..Oad.- West Polm Beach, FL 33407 3 _ 1.5-'oBJ % SION A�^ 1\\\� WILIER A TUIiJr.P.C. 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