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HomeMy WebLinkAboutProduct Approval vt Q BCIS Home I Log In I Use Registration Hot Topics i Submit Surcharge Stats&FacGs Publications FBc Staff BCIS Site Map Links ! Search ! I OtIGG Product Approval �. d— r .' USER:Public User y- A Product Approval Menu>Product or Application Search>Application List>Application Detail �+ i FL# FL389-R9 ' Application Type Revision I' Code Version 2017 Application Status Approved i Comments C Archived I Product Manufacturer American Shutter System)Association,Inc. II Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com I, i Authorized Signature Bill Feeley Trod riguez@easternm etal.com I i Technical Representative Address/Phone/Email I I ' Quality Assurance Representative j Address/Phone/Email Category Shutters Subcategory Accordion _ Compliance Method Evaluation Report from a Florida Registered'Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received I Florida Engineer or Architect Name who developed Walter A..Tillit,Jr.P.E. the Evaluation Report Florida License PE-44167 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 I I Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC INC DRAWING 17-107 CERTIFICATE OF'INDEPENDENCE.PDF E399 R9-C-QT-AMERICAN SHUTTER SYSTEMS ASSOC. INC. DRAWING 17-106 CERTIFICATION;OF INDEPENDENCE M.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING_ 17-108 CERTIFICATE OF INDEPENDENCE.PDF I` Referenced Standard and Year(of Standard) Standard I Year ASTM E-1886 I, 2005 ASTM E-1996 I 2005 ASTM E-330 i 2002 - TAS 201,202,203 1994 IrrIlI Equivalence of Product Standards Certified By ' I I I I �I GENERAL NOTES: I,MINA HV.A=R014N SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P,ED. KS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(BIN EDITION)OF THE FLORIDA RRI BUILDING CODE,THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT.HICH VELOCITY HUCANE ZONES, DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 Or THE ABOVE MENTIONED CODE,FOR A 8410 WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL T I�]OLE QE CQ��t 1J.(aL.7sM Be INSTALLED WITH A DIRECTIONALITY FACTOR KO-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(AS,O) DESIGN PRESSURE RATINGS INDICATED ON SHEETS II THRU 15, 10&2a. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIN5t RLOUCEO TO A.S.D.DESIGN WIND LOADS AREA 1; HV BLADES C{)& A� BY MULTIPLYING THEM BY OLS IN OROERTO COMPARt THESE W/MAX.(AS.U)DESIGN PRESSURE RATINGS INDICATED ON SHEETS I I THRU 15, TG at 20, OENEfTAI.NOTES SHEET I IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS FIX-D.,AS TESTED WERE NOT OVER STRESSED,A 33 A INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS T3Q);USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS,HOWEVER,A WIND DURATION FACTOR CD-1.00 WAS USED FOR VERIFICATIbN OF FASTENERS IN WOOD. ----SYSTEM-COMPONENTS'---- -21=37`-- --"'- -" - SHEET 3- BERTHA H.V.A000RDION-SHUTTER-SYSTEM'S ADEQUACY-FOR-WIND-AND-LARGE-MISSILE-IMPACT-LOAD-HAS"DEEN VERIFIED IN"ACCORDANCE-W1,2ITII-SECTION-1809. OF TRE AIlOVE M!'tiTtOPJEO COD£AS NER I'MICAL SHUTTER ASSEMBLY 38-44 SHEEt 4 TYPICAL WINDOW BLADE 14 WINDOW DETAIL -HV BLADE G 00214.01-03,00718,01-03,01004,01-05, #1214,ai-08,#0317,02-06,1000SAI-20 AND((0210,01-i1 AS PER TAS-201,TAS-202 AND YAS-203 PROTOCOLS AND ASTM E-Mail AREA 2., & 13LADE ij7 AND HV WINDOW tAe aE _AND E-1090 STANDARDS(MISSILE LEVEL D.WIND ZONES 1, 2-&_3)&Y12200T_.-TO AS-PER TAS 201,.203_&-203_P-ROTDCOL9 LARGE MISSILE... _ - - -HV WINGOW BLADE a ffOWS.01-08 A3 PER ASTM E-IaGe AND E-iGOD(MISSILE LEVEL D,WIND ZONES 1, 2,3)BASIO PROTECTION ONLY AND!0729A1-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 0 2,HV BLADED AND HV WINDOW BLADE 0 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 10 INSTALLATION DETAILS 0-M, CONCRLTE/BLOCK SHEET 7 _ - - 3,_BERTHA-HY,ACCORDIGN-PINS-(HV-SCRIVA)i USED-AT-DLADES-KNUCKLE-AHD=FOR-OtRECr MOUNT=CONNECTION=TO-TRACKS=SNALL=BE-$Tix2,75'AND'Nf4x'f76'-RESPECTIVELY;-410=lif MINIMUM SERIES - --CENTERMATE=DETAILS-HV ---- - -= STREET'S--- - - -- STNNLESS STEEL SCREWS WITH 135.0 list YIELD STRENGTH AND 180 Not TENSILE STRENGTH, PINS SHALL BE COATED WITH BERTHA HV DACROSHIEIA COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS ITV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYStEMS ASSOCtAAOW PINS MUST BEAR THE HV MANKIND ON I MIR HEAD, 4,ALL ALUMINUM EKTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3, MINIMUM YIELD STRENGTH FUR 6003-TO ALLOY IS 30D k%I AND 35.7 ksi FOR END M SPAN TABLES SHEET ii DETAILS 1-8, CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY, ANCHORUIN SP ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 0,ALL SCREWS TO BE 5tAINL04S STEEL 304 OR 310 AISI SERIES OR CORROSION RESISTANT COATED CMUON StEEL AS PER DIN 00014 WITH 50 kal MIN,YIELD SINENGTI4 AND 00 ksi MIN.TENSILE STHENUiH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411,3,3.4. ANCHOR SCHEDULE- CONCRETE R BLOCK SHEET 14 8,BOLTS TO BE ASTM A-301 GALVANIZED STEEL,OR ALSI 304 OR SID SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7,SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 0 L 12,13,14,18 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 18 NV BLADE($)&9WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 ENO CONNECTION DETAILS 7-12&X,WOOD SHEET TS 8, THIS BEKtHA HY.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATtHt 00'779,582,COMPONENTS OF THIS APPROVAL ARE COVEREO,IN WHOLE OR IN PART BY U.S.PATENT 05'458,i7G ISSUED TO EASTERN ' METAL SUPPLY,INC. AREA s, HV WINDOW syAaF 6-A)ONLY 0,IT SMALL-BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUnER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE, CONTRACTOR TO SEA./CAULK ALL SHUTTER COMPONENT EDGES W7oCH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENt WING/RAIN INTRUSION, TYPICAL SHUTTER ELEVATION SHEET 19 10.CLEACH UNIT AND BEARENGAPERM T LABEL N AAOVIRiIU PLACE WTTII WARNING NOTE:OURING PERIODS Or HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HU AREA , tylNnOw eLAaE(1�oNIY 11,SHUTTER MANUFACtURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION At ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1700,9.3 OF rLORIDA BUILDING COPE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR AVERY OPENtNG.LABELING To COMPLY WITH SECTION 170%9.2 OF THE FLORIDA BUILDING CODE. - a 12, BERTHA APPLIED RD HN,ACCORDION SHUTTLN SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS URAWNG PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WtiENE 13,(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PRUDE INFORMATION FOR A SITE SPECIFIC PROJECT,I.e.WHERL 114E SITE CONDITIONS GESTATE MOM THE FIX,). (c)CONTRACTOR TO BE RESPONSIBLE FOR M£SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY Or THIS PRODUCT,UASED ON CHIS P.E,D„PROVIDED HE/SHE DOES HOT DUATE FROM [THIS DRAWING SHAD ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT,CONSTRUCTION SAFM AT SITE IS THE CONTRACTOR'S RESPONSIBILITY, OBTAIN PERMITS IN THE STATE OF FLORIDA ((a)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. SPECIFIC THE PROPER USE OFP�AP,0.BY ENGINNEER OF REGISTERED AS A DELEEGATED ENGINtEERWVTO TH E CD. M THE EERS ALL SUBMIT 104TIN FOR THE SITE SPECIFICHBRAw N05EFOR REVIEW, (o)ORIGINAL FIX4.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF 714E PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE Non High Volocity Hurricane Zona 912017 TIUECO,INC. 02017 EASTERN METAL SUPPLY, INC. Accordion Shutter System / Y /"TiLrEco .... ■ t • " ! KV. BLADE#1 Wf OR W/O K,Y.WINIM DOM ? ,(;� 6P TICCIT TESTING & ENGINEERING COMPANY Am®riwn Shutter Systems N a RI A GNAWN +, / A Assa¢(ai)¢n, Inc. 1 OLD T5-D85 7 27 T' DATER G7/27.17 t! `i rias++.w,aim.s,„s.,aas IRunA auosNs,naRmA s31ac 4268 WeDtroods Drive a DRAWING No Pnuns;(305)471-1030,Fat t(JOS)tlF1-1931 4k a-ew:l!LIk0a40G9i.COT West Polm Beach, FL 33407 7 3 17-107 LLLL 001,11 A.116UTo,P.C. 4 P,E, E7Tt�SifiSAIUREjDAfiE tLGRGA Uc.IT 44167 a SHEET 31.MR r xxwa bwt o 1 vARIES Iq I 4A5* IJV SOLID BLADE05 k (�)�HV UNIVERSAL FLOAJER QUALIFIED R USE W/ COVERED UNDER US PATENT 0 5468179 ouAunm FOR USE W1 KV BLADE(D 0�4 HV DIREPT MOUNT HV BLADE& (f� HV YLINQOMI BLADE 6005-T5 ALLOY AND TEMPER QUALIFIED FOR�E W/ h 6063-Td ALLOY AND TEMPER 13LA ,SEE LIMITATIONS OF USE OF BLADE GON %HrLi III -N4k TYP. 542 -------- -:3— ............. FIR YWLILI Y-WALKE=H TRACK A' #KMCD1A-F0'FRF-Uff N%'/-HV— 'g)H)t TRENCH TRACK (6-)i4V ADJ. FLQOIR TRACK BLADE, , QUALIMED FOR U L W/ HV 6b63-T6 ALLOY AND TEMPER BLA I: I QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-TG ALLOYal� TEMPER BLADE(�)ONLY. 66 HV RAIbIQUARD BLADEAQ JEMPER 6063-76 ALLOY AND TEMPER —QUALtru FOR UC 6063-T6 ALLOY k�JE W/ HV VARIES 1,936. TEMPER ODS' Im. 1•' A2." a zv C1 HV CEILING HEADER HV-14F.AD9R4%IQL (4 HD CEILING HEADERall. L —3.0191 V ONLY, OUALiFIE%Foil USAELLOV AHHVD 8TkAW0Ptf'R(—"ONLy (�4)HD WALL HEWERLSILL OUKUFMO FOR USE W1 HV BLADE 063-T OUAI.irm) FOR USE W/ HV BLADE():) SEE SECTIONS FOR VALIDIV SEE SECTIONS FOR VALIDITY. QUALIFIED FOB-USE Vy mv 6053-T6 ALLOY AND TEMPER 6003-76 ALLOY AND TEMPER BLADE 1 ONLY. 6063-T6 ALL Y AND TEMPER COMPONENT A U ti T2 x Y t 21 2. 12V 1- 2' 5*MAX. I/A* 1/8- L 3. 3-,jono. S'MAX, o.192 OA02' L-A FOR HV COR CALAFIED FOR us W ALUMINUM ANGLESPOSTS VAL 0 L IFjED FOR 4E Wf HV BLADEQUALIFIED FG&USE W/ HV BLADE I 6043-T6 ALLOY AN TEMPER 6063 Y AI I Y ONLY 5'MAX'I 0.139*10.131, 6063-T6 ALLOY TEMPER ND TEMPER FLORIDA BUILDING CODE(Non High,Velocity Hurricane Zone, oil 02017 EASTERN MLIAL SUPPLY. INC." Ik 02017 TILIECO,INC, § Accordion Shutter System ZT1 ME C-0i m,. R KV.WNM MAX I AnS.SwA. H.Y.YRiux#1 W/M it American Shutter Systems ILV.NO I WN L TILLIT TESTING & ENGINEERING COMPANY DAyt 27��17 4r&1'T*4') J'* Q Association, Inc. I OLD 15-085 a8JI-17 314 N,w.361h.st,It..!05,MKINA 4wU4,PLOROA 3310t Phan.113051671-IWC,Pa,i - 4268-Westroods Drive -2- DRAWING No 0-M.4i V1A.4**1Vx4`n Wert Pohn Beach, FL 33407 17-107 WALTER mixtit.PX 4 F1,001, —SHEET RE ATE or go 4.864• 1/1•-20 0Y GSt r-" RAT I+EAC TNk6z NCushc Own Trra.-�,., luto PANTED It" /-O'E CAT p (r tip.) I MISN1O ENaMR I Ab ( ! i J j Wa Ep PNMEO dS Hess mnN 'I nNQ 1 MA3S CTUNntR • \-QRAsS tn1NDEn • �i Ral (' Nom! 'T� ' ;*, i[E�'p10 (0"ME (CnRout suTto) BY CENTERMATE 0,s i ;I -- -__QUAUEIED-FOR-USE-W/_HV-pIAOE-I-&-(5tONL-Y-- ---+�2HV FLOATINO — y -- _�'HLOCK I� EGRESS LOCK-- - 6463-T6 ALLOY AND TfMpEli OU (ED FOR USE Wj HV BLADE(1 & ONLY _"A� .- 2 ----- QUALIFIED flR USE W/ HV QUALIFIED OR �,S�E Wf HV 6003-T6 ALLOY AND TEMPE NL Y. BLADE NLY UA',-0 D FOR USE W/_HV-DIJ+DE 1),ONLY__ E I & Qy�O Y LAD & 9 0 - -- _ y _. - - - -- - - PLAS'1tC NEAP �( 61!)„ 2 MOLOGCREIY � F; v! 'f�I r L� �I _�-�fa0`Ar7Eli-R4VE11HC - WORE R)YETIND b 1/4"g-20 x t�4140-20 NUT's kSEM 9444 ALUMINUM(1034-T3 ALLOY)LAW rVNG€INN %MVt WIWI.PART 0 0620,AS WIUTACTUAID BY AVUEL PIAN ERQNT E1.EVAtIQN I & HV MALE "Trr LACE(CSCE �, CHERRY TtXTORN,PARs1PPENY,NEW aLRtV 07004 OR EOUAL " " c „a" HV "T" LOCK NY-ALTERNATIVE LOCK L� LOCKER FOR -,J,(ZCK CENTERMATE QUALIFIED FOR USE w/ Hv BLADE 1 QNLY I9 HV FEMALE T L0 _��N�eBMAT 6063-T6 ALLOY AND TEMPER U QUALIFIED FOR USE QUALIFIED FOR USE Wj HV QUALIFIED FOR USE Wj HV BLADE QUALIFIED FOR USE Wf HV BLADE ONLY W HV ItLADE�'ONLY. BLADE 1)ONLY. 6063-T6 ALLOY AND TEMPER 6065-16 ALLOY AND TEMPER j , CAIND l- URN .OaS' .0G3 `'• .i1 .0 w '`�~ C,LINOER R .214' � •0$2 ,214• i�l 0 I nit Cri1NUER vi r, iv 1 b a.070'MIH. p ROD �S2 HD GENTFRMATEi4�f lf7Gi<iNtt ROD N+; m o O -� m QUALIFIED FOR USE W/ HV EILADE 1 & A QUALIFIED FOR USE W/ I4V BLADE(,1,)& TA HD CENTERMATE'S INSERT 6063-T6 ALLOY AND TEMPER i' 6065-TG ALLOY AND TEMPER QUAUnEQ FOR USE LY,I HV B ADET& Itr� $ YARIE6, 12'M,N, I •. Sr4'0-10 s.s.0R sJ0'a-tb ,t.i 6063-TO ALLOY NQ TEMPER _ s -•�"'ACktAL 11WU05CttkWs. X1/2' ,-_FTIIUMDTURN (LCE ORA Do KOER :IT I Do 6 . KEY (g LOCKING ROD& 1/4'n � HO LOCK QUALIFIED FOR USE W/ HV BLADECI n 373 e 6063-T6 ALLOY AND TEMPER L�61�s�{� O~1 B AGETAL (`��?�1 p��� �C�'ICI'" Sd�•aD AIS` '3Oq' By f(EOENT HAFiOVVARE MORTISE LOCKS SERIES 2333 1104K @0Lt LOCK. Q 55jINSTALLATION WILL REQUIRE A 7/16" HOLE THUMBSCREWS ni4i111Lr�r4W ItL�IIi�S QUALIFIED FOR USE W/ HV HLADEII�& DT;ILLEO AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR A / HV BLADE Q QUALIFIEb FOR U5E W/ }tV BLADE 1� FLORIDA BUILDING CODE(Non Nigh Yelocit• Hurricane Iona Crtir.t I�. r,['/`i`�y, 0201/tiLTECO,INC, 02011 EASTERN MLIAL SUPPLY,INC, * NsA■ Accordion Shutter System _ Q 1 N C. KV.BLARE X11 W/OR W/O KV.WINDOW BLADE i TICCIT TESTING k ENGINEERING COMPANY American Shutter Sy R pE9Q I n0 _ 0411F. DRAWN 6T, L.C. S T; STM OF r assz N.w.:nn.u.,si..raa taa�u oARQENs ELo cA s1+s 2 Association, Inc. t OLD 15-405 7 2?i QUE: O7j27 17 (a6s)671-1610,ra.;(1Qa)6T1-1s11 4268 Wastro4ds Drive 2 DRAWING No ,r•.F(O�IpQ,.;1 TAA m-moa;tahanOoa,Cam West Palm Beach, FL 33407 3 '. E0-0606710 1 7-1 O7 Y ''/•�•••A••••r•` CT4WALTER A.T,LUY Jr.P.C. 4 �.�-7 _ P.E• 'I��4j)y tU��1 RE'j�DATE Fi,.ORipA tic./44107 a S ,i.• e 'J 'S1 440 �j.,y!}• a . ft *NOTES ON MV LOCKS AND CENTERMATES., A ° C ° G7�• M k 8 T 7 a „��,x 11 ONE HV LOCK for SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN JJ OR 12 ADOYE OR$�yO�W 2 OF SHUTTER AN F R SPANS UP TO TOS",AND FOR INSTALLATIONS�AT ANY ELEVATION,MV LOCK�H9 or r�ry MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 211 OR�^ CENTERMATES TV/(2) i-/T4;0-20 x 1/2"LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL ME AS INDICATED ON TYPICAL SHUttE((�4 ELEVAN. -L CPSTIg4At�aQHpij7�Y IF DESIRED, FOR BETTER PERFORMANCE DR FOR SECURITY PURPOSES, UP TO TWO HV ly' OR Q�SHALL BE AS tN01CA1�0 ONNOTE INBSU 'DR_OUTSIOE.LOCK..CONNECflON-C�LOCKS-1O CENTERMATES- J,--- - - -- - - - — - - t-� �-- - — - - — v- _ — - - - / "• �JY` LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, C7 -..a LOCKINGrRODS 'ARE_NOT=HEQUtRED"ATs(1URRiCANE POSITION,-BUT-MAY== ! Q {S - = -- a Q �`iiE USED tF D SIRED TO ENHAN E SHUTTER PEHFO FdANCE. LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). V ANO 1 St_ id V LEVE NYCK KC� ALL BE USED AT CORNER CENTERMATES FOR ANY SPAN 4= _ NS_AT AN-f- TION._, LO f_or_g_-SHALL.BE-USED-AS-AN GUTSME_OR-INSIDE-LOCK,---z-- - - __ ---_ -_===ATTiiCNtb TO ik3`COHNER-CORNERW/2)-IJi'0-26 w I%2"-IONR FLAT HEhO S.S, M.S. Two LOCKINQ RODS k9„ffi 0 - AT TOP,4 8011OA1 SMALL DE USED IOCATON FLOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. �y xIiI{ta-__gJJlcy �j}}$$(gpp MAXIMUM SHUTTER SPAN SHALL Be DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. t 4 ilk 6. fIQSr ALTERNATE TO MUDATOW PNpWqN#1 *jQ n1111 FOR Mf 1W 4 Ig Y 9 He ALTERNATE HV LOCK Q MAYBE SE IN LIEU OF NV LOCK or FOR ANY SPAN AND `s IN5T IA71DN5 AT ANY ELEVATION, AL RNAT LOCK MAY BE USED AS AN SIDE 0R OUTSIDE LOCK.ATTACHMENT OF 1/4"0-20x3/4"S.S. THUMBSCREW TO t.OR CENTERMATES SHALL BE MADE W/ T/t"o-2aw3f+ ALUM, ,I kgo.�gA_ e k g -�o.�Yo g�4 RIVNUT AS SHOWN ON SECTION HVE, SHEET B, ON LOCK SHALL BE USED At 1/2 OF SHUTTER SPAN OR TWO t �y £595� LOCKS AT 1f3 OF SHUTTER SPAN. 1 1 I 0, MMUTORY QQNDMQH, EQ8 K=gBS MUNNTINO INS16UAMSt ONE MV LOCK a or la or 0-¢SHALL BE i USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO o6`,AND FOR INSTALLATIONS AT ANY ELEVATION,HV LOCK$4 or 0 or MAY Be USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED 10 or SYMMETRICAL CENTERMATES Ni/(2) 1/W-20 w 1/2”LONG FLAT HEAD S.S. SEE END M.S. LOCATION OF LOCK SHAH BE A5 INDICATED ON TYPICAL SHUTTER ELEVATION, USE OF LOCKING RODS$ Wf(S§ CONNECTION 45' OR() TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON ° r M 1 J x L k P ° . v H x + Ie TETS.'F,0 11 �. *:NATES ON H 'IT" KS TERMATES: HEIGHT. OF CORNER ,qPCONQ -In� �Q�IwI�... _ asmg I VALID ONLY FOR W V I=10 MQ CFMTERUIk1E&25 AND nuwlro awn-- -- CENTERMATE i T LIED IN LIEU OF HV LOCKS OR FOR'ANY SPAN AND Q$�ONE ALTERNATE HV "Y LOCK MAY BE INS ATALIATT{3N At ANY ELEVATION.ALT NATE LOCK 0¢ Y @E U3Eq A5 AN INSIDE HOU IDE LOCK.ATTACHMENT ✓ �c�JJ OF 40CK{70 INCLUDES U51NC EINF41tC NO LOCKEH AS SHOWN ON SECTION HVG, SHEET B, WHICH MUST BE T Q+ °t *y)Jea �ae CONNECTED TO CENTERMATES AND W/ 1/4'0-20 O x 1 1/2"LONG S.S.THREADED BOLT\Y/7/0"0 w 3/32" WINCNUt OR\Y/ 1/4"0-20x1 S.S.M'S• NTO A 1/4"0k 5/B"RIVNUT,LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAX4MUM ABOVE AND BELOW MIDSPAtC USE OF TWO LOCFtINC RODS a_TOP AND BOTOM IS MANDATORY. �8}•tBa�+T�}Sw19t+ )m i l *NQTES HQ 1,�}p,re+�>e Is „*1 B,QrAmzsauisssfs Glx s>}�: ONE ALTERNATE HD LOOK(j+MAYBE USED IN LIEU OF TYPICAL (1) MV BLADE SHUTTER ELEVATION HV LOCKS Q3 OR qp FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK 4 MAY BE USED AS AN INSIDE OR OUTSILOCK.ATTACHMENT OF HD LOCK tS�TO IS W/3#9 x 3/0"FH,E.S.M.S.,AND INCLUDES N,TS, REINFORCEMENT INSERT 661 AS SHOWN ON SECTIONS HOB-MV�AND OC-HVC,SHEft 10,LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAJOMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS 41 IS COMPLETELY OPTIONAL, r+llrV/IIIM�i.,, BUILDINGCODE On iQ1i lfeiocity Hurric-o-n—e-lo-ne, L11 Q�' . /�'fy 0201)tILTECD,INC, 02011; EAS1EItN METAL'SUPPLY, INC, ` 1L E C Q .N1:. ,A■S.S.A■ aLAnf AU 1 W# /gin Shutter System Env T w aR w o r{v,K1ND04V BLADE American Shutter Systema 4CV.N, o a °11 -OATtONAWN oyl.. TICCIT TESTING ENGINEERING COMPANY Inc.Association, + OLD 15-005 T 27 1 WtE: or & zr ro tj Q wt ess°N.w.sa,e.x1,st".1530.n Fa. eAx05) no153 ssta< 4268-Wootroads_Orivo t \ phone t 004)071"IO]0,Fm,(a°s)otl-15s1- - DRAWING No fS+�;•, ........'���++T+\ ° m LAcm West Palm Beco, FL 33407 4 ta-aooaiip17-107 fd�1AL t'L WALTER A.Taut Jr.P.E. s SHEET 0 PE. SEt,�rS'iCIV'AfFLO URE R 4A Lt.. 44167! 0 aNCRETE ANCNa125 POURED CONCRETE POURED (SEE SCMEDNEE ON OR CONCRETE BLOCK POURED-- POURED E-_ Rea RED 1/i"m-xORJ d'S.S. CONCRETE REQUIRED ti, SHEET t3) CONCRETE ANCHORS MACii)NESC ELV$ R1 Qu RED CONCRETE ANCHORS r 1 18 50tft4Inc(Str ubuhl m l�ON xI al V) — - SHEET t1SC )dUIE ON NUTS/0 12,O.C. (SEE SCHEDULE ON$MEET 13) 1" 1" _1@20R t q} Min. 1/4'0-2at3/i•S.S. MM. 1� .. EQ E0 MACHINE SCOn ED EQ USING 1/4,O.C. NUTS 1 ?, ---- 19 � 1/2• 0 1x'a.a. _,2SO"Mon. -' T3 OR �E.Q• ,`---'-_ -""--' 1- 25D�MgM.- --_--E`_d;•_ _�_;_-jy- __�_..___-__ - --'_ _ -Y(-LIU, OPTIONAL i I i� I � 1 QtlAl 1 - 1-SCtOUL+x+e6£t— i MIN,SEPARATION 10 CLASS —1 1 EIOSQ1,10-J-----(SE£SCFEOULE ON SHEET 11)` r ExtSTING °Nq I - OR MIN.SEPARATION To CthSS CLASS GLASS-+y' i-r I ' ` EXISTING (uEE SCHEDULE ON S1iEtT -- - - --- ------ --- - -_-----------=--------- ------ - --- - ;C HV WALL HEADER INSTALLATION HY WALL HEADER INSTALLATION - - ^- - 'HV WALL HEADER INSTALLATION + KEYSTONE ExistlNa + ! _�... —(SEE - MIN.SEPARATION TO CLASS VI OU5S—iNkL m4JWIxN OR iti� I1TEXISTINU (SEE SCHEDULE ON SHEET 11)I I '-{� �' MIN.SEPARATION TO CLASS"(SEE SCHEDULE ON SHEET IT)r. ON SHE ^�,,. 1 hma W,&031 £xt5flNo r OPTION& < OLASS• f.d,• I I I II ti i OphONAL 1/i"Mm.. 4 E.T1,• _.._ +—T Mm:. F ..EaFil Sd 3 oN t., '•.. Ok�} [-- I I 1/4"m-20.3/4"S.S. Alin, L.-ECi EQ,.- PRtiitJPS TRUSS HEAD CONCRETE ANCNOftS i Aia-2O.Sfi"S.S.P "ft MACHINE SCR£tV5 USMO ....�- _ t........TUS$M£AlS MACHINE SCREWS `-CONCRETE ANCHORS ( N,„/°ft�I.J 1'„;� 1/A"-20 NUTS Q 12"O.C. (SEE SCHEDULE ON W/ 1/A"-20 NUTS 0 12.OX, (SEE SCHEDULE ON SHEET 13) Mm. PRUNED CONGR£TE SHEET t3) POURED CONCRETE OR CONCKETE BLOCK 0R CONCRETE OLOOK '' t1CRETE ANf.1t0R5 REOUIREO WALE REQ E11 (b} NV WALL Sttl iN,fi�TA a ioN J (SEE SCHEDULE ON O HV WA{„L �L INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE eLDCK WALL REQUIRED bV WALL SIL, INSTALLeT10N 1 I KnTF F13R CaMAINA1tON flF C('rtilnNS; IN-.STA L�.AT I Q N Q ETA I LEJ W l T-S£E SHEET 4 EOR TYPICAL SHUTTER •E.0.-Core OISTANC£ ♦ SEE LIM TATIONS OF USE FOR I"1 \/ BLADE AS5EMOLY 1 T H ANY O RAY TO SECTIONS Cm it1AT1MBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE ON SHEET 10 1 III Ji s FLORIDA BUILDING CODE Nan High Valocit Hurricane Zone,' E1�. ..S {✓",�'y 02017 TILTECO,INC. 402017 EASTERN METAL SUPPLY, INC. III �6 ••• Accordion Shutter .4 -VL C Q 1NC. A■SwS■An HV, MADE#1 W/OR W10 H.Y.1WNDfJW 11" ti Ameriaon Shutter Systems N DESCRIPTION lt 0AWN..111 TILLIT TESTING & ENGINEERING COMPANY Aseottintion. Inc. t OLD T8-OBS 7 2T T DATt: 07/27M `: '',.LO 1Q�•'°.<L t 5355 ON.saw sL,St..1554 MPA"WWI,",OA WW4268 WeStrood5_Drive 2 . rY�l�'-(+�" ,Pngnu:(]00)071-1530.rm.I(306)071-1631 ' DRAWING No NAL { p�bb"+LI a-mots:WNemoaa,aum West Pnlm Beach, FL 33407 a n jY7'iL t, v 111r WALTER -000611UT 2f.N.E, A 1 7 '1 47 FkOkOA LIG.1 44187 5 SHEET P.E. SEAL/SIGNATURE/DATE 5 CONCRETE ANCHORS uv mPrnaaN /ri OR 10 t-� t ) vm� 1 CON�CpR[TE (SEE SCHEDULE ON SHEET 13) i ro DIAfs(9E r I r 4J Y. Ex15tiNG ' i. ' REQNR€O WrcAia aN StrtiY £GKaNtE aN t EDGE Or IR!4+4Ei IB at-Ass y Mh.ttMlUlwh to 11} --�- C.D.4j•_-. APPLICABLE EXISINiG C1AS9--"�, '• i ALTERNATE i T«EO r E0+1 - r CLASS- LOCATION ) 11410111,A2 10 HEAD ' 1 bN OR 15 S/a`ItvtEK SCRElYS 'O.C, OF u`rw. f CONCRETE ANCHORS fr(SEE SCHEDULE ON SHEET 13) I Eq i E4 - ----== - --- - -8 r - --! Ito---- - - -- - -- - -- ._SIAB O APPLICABLE --- -- EzISANG-- �-- - ---- i -- i i ""'�-- - 's i • il� APPWCFOLE _ G U) ESME OF r GLASS--", SIAU IF �......:_ _.. -.. �.....-. vrL arNNnai APPLICABLE EA .4. AMPLICADLE = POURED ATHEAD-CONCAVE ANCHORS _ DtAAtt(My - RLCu Eu—j C.D.• CONCRETE Z5LE a SIiEFi ---- SIXEt. - ,.-' -'PDUREO✓- __ - --- - L REtlUIREb IO Wt fAlD•_ Nil- �..- r- - !C _ - ._ -- � CN 9EEt it )..��-� CONCRETE s FtAt HEAD COHCRL'TE ANCHORS gAt�O)W � REQUIRED U.' -------E.D° (SEE SCHEDULE ON SHEEt 14) Q "(•RENC, INSTALLATION ID ONLY FOR UP TO +7G, -75 PSF A.S.D. j)HV WALK—pyER INSITgjt,I, TA iON- _ .- DESIGN PRESSURE RATING k FOR SPANS-PER- - - - HV-FLOORL--IMTALLATION_t -_ - -- (G, V �Fl,,j�s �45TALL,ATION --- -scH�auLE ga, st1EET tt EXiSTINU +--- CONCRETE ANCHORS G ro.i t TUN.ffiPIAi1tUr r (SEE SCHEDULE ON 1 4'D ITO a" 7k� av tgtt 11) - I,t�°sca,x r SHEET IS / 1 ON tWt it1 i LKIS1114 ._.--`� FMAX EXISTING---•( —----' -- rcclaD Dsr dr 1/4 D hiW£R1 I/4" LMSTiNCLAS5--; 4 GIAS5 II9t A1A4�hGI ro txAm CLASS-- MAIC. N rnxlaTm tAYFERt ANtirays W! --(¢t£ rn wAT tV t u+x,axtAw,tw m r t J/4•Nxc EvBiAueht o 6^ -rofL taawu m.auu r r) o. FOR TIP ro s 5T W um t rl 4.at.EOR S{1Wt URGER IWN i tscu.a t A'tt vtr tASI 1£"141 '�" w wit t ON HEX 7E L1? b5i£L7'rIr(FCR UU�TAtWii j 4)4— jj Y i-t Ith C42 }$ t y t j'-I WASHER HEAD 1 i CaNr.srrLNrt- - ) -TEK SCRLIVS tS 12"O.C. 1 i/ / ,j'g} s s , A14x3/4` HEX READ. s5 u5 EK SCREWS O 9"Q.C. I CONCRETE ANCHORS if -. 6 {.3 "tP14xlfi^S.O.S, L} ---_- 1 if 5/4" ". �OstNb t/4'i-3D Nuts OR 1/4'6-20 S.S,MIS, 1.a t" 0.C. --c_-.- Max, t D Ix•D.C. W/NUT O 9"O.C. (SEE SCHEDULE ON / IffSt - SHEET 14) ✓ Lt/`118 1 J2'(. 1^ A 17 R 18 2,00"'nNN, -WASLRIIAU(OEtOR�Ath t ttt - I t £DnE OF I'' •1.• E.U, ttii} i AItSp�LICARLE -"'� \ __,_ \ �tixs/4POR"D CONCRElt 7/D" 1 Y/0` CONCRETE ANCHORS SEE NOTE t!(D) ��9"O,a, �� '-HfOURlCD D'_. FOUREb CONCRETE (SEE SCIiEUULE ON ON SHEET 1 SEE NOTE i3{a} E,p,. ' - OR CONCRETE LOC SHEET 14j POURED CONCRM ON SHEET T •' ' REQUIRED OR CONCRETE DLDCK �-y� OPTIONAL POURED REOUiRED VKEYSTQ,i (Q�INTiN�G.INST,ALATION COHCRf1D HV WALL FLOOR INSTALLATIQN O � WALL WALK ONERINSTAL ATi N MAxwUM As.o.c£.cN PREssuRl:'64'-71 pr UASftUUM SNutRPr SPA4 RE REQUIRED �y RA1N�uARD INSTALLATION tt THIS INSTALLATION SHALL 13- SG L tSiF Poo MnMDINAtIQN OF RELiX , 4 REMOVABLE WHEN PERFORMED ii ( E �EDGE TIONStaE ORJAC TR To AN OPERABLE EXIT • SEE LIMITATIONS ON EE.19 FOR INS TA LLAT i Q� DETAILS W,/ .1) H V BLADE 1- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 1!) OR ENTRANCE BLADE S(,,l ON SHEET.19 ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED IIIIt t FLORIDA BUILDING CODE Non High VelocityHurricane Zono IN ANY WAY TO SUIT ANY INSTALIAiION, 'tI - 02017 EASIERN METAL SUPPLY, INC.c201'Y NLTECO,INC. 6 1 o. BERTHA--�....�.�._. I�I Accordion Shutter System ■ w w w KV. DUAIX#1 w/oR W/O KV,WINDOW IXA X } TICCIT TESTING & ENGINEERING COMPANY American Shutter Systema N DEs IP DN T DRAWN Y: Lt. Association, Inc. s OLD 1s-ass 7 T 1 Olt! 07/27/17 YOX'•^ At Gi59 N.tY.34th.55.,Ott.YLt,MWMW oNta£N5,nCRU 3MM t 4268 Wastroods Drive 2 .r, Paonx:(JoejD7l.lsDD.Fox:(3D5)ori-tJJI DRAWING No �'/SAL� �\ III a-ma:UttsaaDao.C4M West Palm Batch, FL'33407 a �'��riiilii✓tall WADER hoT It d.ME, 4 7-107 tJT rLORU U.. 44167 SHRE.pSEAL/SIGNATtiRE/DATE ¢ a GT "T" LOCK M"IFEMALEuLQCKERa __ W DE ►+ tR S£-.END 00NNE012N DETAIL gH SbErETS tG Ar t8 AL35JC1MLc TIQN (1) HV BL•A QUT IN ��rxrsnNO 0�ss LVA5sm5 c CSTAL Mr,INWIto ON utn n. WZ HD CENIERMAIE5 M k «�«®'©«�"�•� As nEu AR ulavERs+l noAhNn edmcCUOMAu Imo-NLro, _— « tNftGQtS 6N rthE KNEM,YeY JSC LNtO Xhtn ritrx uTtNNA - _ -- -- ------------ -- i oro• «c� •o•s�« .� - - - �LeYz1exa-c - _�•�m�e,�4�*�'_ __-_�--- -- ---- - - - -- ----- SGS - 35� aro at«uaI�iv r><av� --------------- - - _ _ ---------- 0.1 -___ {navawl ; (•titaln' i�i°toorec f f it5rsdc,nni l Ncir. * te)N.V. IN_ e3 N.v.At uw AnoLe tree "----- --: I N --_-- - = s{TVP.3 \:3a�°'inns 1-4 _. oN N�ltr t1 ;,� 1 .�.., _ _ .—._.�..�.._. �..�...._..-- --- •fir,-._..._ ._.. 4 1 + ". ` -, + e i S OUT 31 0R S�2 / 31 0R(u2 34 oa 35 31 oR 1 1/2" S.S.M.. 9 g* f�l�T toaeowi3 NDC-HVC *SEs NONE t3 FOR W LOCK(. W/ 7/8"0 x 3/32" WINGNUT. 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AseOQiati4ne Ina. t GLO 16-085 7 27 Yr tuns 07/27/17 d' •,. .. \5 5355 N.W.3atA.St.St6 353.ttkCNN C}ll5klis•TLOAQA S3i61 PAa"e:(305)071-1530,re.a(305)5T1-1531 42G8_Waxkroad0-Drive i- -- DRAWING No Ai •t rrttll• • mel;01"44 oxam West POIM BOOM FL 33407 i 17-107 +^•,, +4rre6r11'errt 1rALIER A,ITLUT Jr.RE, FLORIDA LIc#441&7 RE, SEAL/SIGNATURE/DATE e SNGEt -- -- POURED CONCRETE POURED CONCRETE _-POURED aaNCRELE POURED EBLOC TE AL OR CONCRETE ____.,__ �-OR CONCRETE �_ OR CONCRETE REQUIRED BLOCK WALL r BLOCK WALL REQUIRED -- - " . BLOCK WALL REQUIRED "`---'"-- -"-' - BLOCK WALL REQUIRED - ' /-EXISTING CLASS EXISTING CLASS I CONCRETE ANCHOR r--EXISTING CLASS -`- .� --2"MIN. iSTING CLASS m 515"O,C.�..�•-2`MIN.. _.f_.- -...r..,.-f) WN,SIFARAIION1•- MRN.SCISARAIIO N SCAMLE ON�T ISN.'SfFMv1T10N I MSN.SEOTPPAIN)N lQ am(SEE EQ EQ 10 CLASS(SEE i t FOR&9OE ANb TO GLASS(SM SCtMAE ON StiM i/}6°rS"MAX. LIN MEET IR• $00"ON SHEET SCHM"ON 11 11 EOR wx(DMO POR tSnaE(DAND (OOOJ-Te) CANT. DiADET1m 4® ON SmMt 19 FOR J LL FGR mroE@AN5 (LOCATE AT jj"� ON SI`w 18 FOR ALUM.CLOSER f ills(A&Q - — - I r2" L !0\1 SHEET 18 fCW (LOCATE SIDE 4.7 BLADES(D PLATE. LOCATE 1I2 �- --- ---_ -- _ -,------------- --- --L - ---- -r•LSmOka--LITH ------- {D} - _ t ------ - - At-EItN R-S E-MIN �-----------C-- I —- --- -t3F }------- QF 4) r I11 1 4 USE 1"OR 2"MAX. 1/2"MIN, _. I , _ (AS APPLICABLE)x2"xl "x0 2" sM.s. l 4 77 1 (jiaxl/2"s.M.s. � _._._.._.... Itl-Q,E. - -_ - -.LUMINUM-CUP.ANn _ -- -- " (GO$1-Ttl ALLOY AT MI TONT - - (L) N1nx1/2"sM.S. To(D& ' \ t� (A)� j ($)1/d"0 TAACONS ANCHORS To , I WALLAT i"D.C. (LOCA EITHER Sld OF ) SEE DETAIL couNEctloN (��RK��2 - - — tE AT R - - - - -- -- _OR —-- i-===__ SEE DECAL=x=FOR - _=(f�'OR=�` _ —_ _ — TO-TRACKs -- hy ,pp�� — -— "" SIDE CONNECTION ��.^5�t Q Nye« _ �.. w 9© w e r l SEF DETAIL%TO w a 8, a I3 r •�a tO TRACKS a a e• <. u ip,�w `�N3r""�•�6' l« SIDE TO TRACKS «©a a�• ONNECTION S •Q� •�w4.7 �®w �•�®{�S,ab_.��t ,�++ ®.�n �se• a as• , a,(�A1® (p,° �h,,T"7ls (a m�•® © � �•� �"� �t'•7 END CQNNECTiQN DETAIL V END QN �l%/T�QNYYIJ/iD��EYYTAIL M2(� END CONNECTLQN DETAIL(3 END CONNECTION DETAIL Q REQUIRED ONLY FOR SPANS GREATER THAN 12'-0° p-POURED CONCRETE OR EXiSflNG ,.-"7�C"E%O711Na CLASS / CONCRETE BIACrt WALL /- CLASS t- _ -- !` REQUIRED _-.d _ --- - - MIN.SEPARATILNa I{1Dvl/2"S,ws.- TO was tsw La"D.C. T3RN.$8'rWTION SCHEDULEON SnEEt TD was -----.-- 6� (q OR®OR 0R II MRBADE(DAI O CONCRVE 1/2°Mft SCHEDULE ON ON SHEET 18 FOR ANCHOR 0'1 11 Fol lT1ADECDNVD :�" _ (I�lj10R©QR S�OR 1( BADES m& 12*OIC. ` _T;1 &AM())M Q�A�} aR'I@ CONCRETE ANCHOR toJ L;J O.C. 1 3 MIN. 4 L7 9k '. � EQ iLi Mlb. 0 OR ORV_3'OR 2"MIN. 5 - 2"MIN. + SEE OEMI+AONNStiOr use 18 FOR �CR@QR qGR 1®QR f) YIEW 1Q OR l�(' •OR DETAIL a�a GQ•O7«®r to,®w END JN�JALLATION CONCRETE EBLOCCONCRETE OR a�+«L:J`0a®a T.�'�« - ,Y_S. v w�.�nQ'j•�r .. CONCRETE BLOCK WALL 13 �ae REflUtRED t �2 �n® �m {,{,}�•®p�•q� �'}. .�r CONCRETEHV BLADE OR dA) HV WINDOW BLADE INTO END CONNECTION DETAIL (D-8-0.0-0 0-00, NEC ION DETALL ®`�« •�«�`� FLORIDA-BUILDING CODE Nan High Velocity Hurricane Zone -.0 (92017 EASTERN METAL SUPPLY,INC. -L •` ••• 02017 TILTCCO,INC. ..R� BERTHA TM + Accordion Shutter System ■ ■ ■ ■ KY. SLAM#1 W/OR W10 N.Y.WNDOW BLADE American Shutter Systems t, TILLIT TESTING & ENGINEERING COMPANY Y CR D 9C uoN A c SC ti Association, Inc. I QLD ID-Des 7 27 1 nATce o7 x7/1 "O,('•, jQ t� 6133 tim.36th XL,1..3E5,Mitt"WOW.FLOP"Wit +� Y Plwne:(303)071-1500.Fox I.(So5)971-1531 h268 WeStrOQds Drive r DRAWING No ��L� �\'Tilt o- o� +ljo0o'3¢i0 sem West Prim 8o0ch, FL 33407 3 17-107 '1'Nttt1�7'•+',' WALICR A TILLIT 3,, P,E, S P,E. SEAL/SIGNATURE/DATE F10ftd)A L6,1 4 +107 a SHEEP F 20 SCHEQi LE 01 SCHEDULE #2 SCHEDULE N3 MAXIMUM SHUTTER SPAN "L+" OR "L MAXIMUM SHUTTER SPAN* '1 t" MAXIMUM SHUTTER SPAN*"L+" g AnpN .c Np '.h9 (T},},.FOR INSTALLATIONS Wj OR "L-" (ft) FOR OR "L-" (It,) INSTALLATIONS _- 6PNTERMATES (� & or ar INSTALLATIOM01. W \„ CONCRETE 3t WOOD {i)L+t MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE N.V. LOCK Or ar Or $ W/ ONE HV LOCKS MANSORY PlITIVL A,&O. DESIGN PRESSURE RATING. HD LOCK W/ NO LOCKING ROOS%Or ONE HV LOCOr OR W/ NO LOCKING WALL A, 8, C, 0, E, M, N, o, P, 0, L-t MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTE MA 29 29 Wj ONE Wj NO LOS� D5 MOUNTING F, K & L R, S. fit V. A5.D. DESIGN PRESSURE tG11NG, e"T" LOCK 30 W/tWO.LO(Y�NG (SEE NOTES t tt) (VALID FOR MOUNTING6 (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 TOP & BOTTOM JfISFE SHELT 7) FLOOR CEILING 0, H. I, 11, J T, U, W & X WALL MOUNtINGS(TOP/BOTTOM) Ott FLOOR/CEILING; II�� -VOL h WO MID NTINC CONL't §I1.000INSTALLATIONS CONE CDNCREtE 3c td --------_--- ASµh wbWCN_ _ ASQESIGN, r ,.-.AS.D.-QLECN_.-_..JR'+tALIATIONS_ CIVEN_A_POSITIVE.A.S.d.-DESIGN-1aRESSURE-RAt'ING,- - WA4t"MOUNTING FLUON/CCtUNO -' `.ranffiEukf WALL MtluNt9tQ PffiEas>rnl; rLgUk EfuN`C Mattt+TiNq DETERMINE MAXIMUM SPAM 2+"FROM SCHEDULE. J - Iatwn MOUNTING A ""n"Q OR GIVEN A NECATIVE A.S.D. DESIGN PRESSURE RATING, ln•+t) FL CEILING MCUNttNQ �a3') FtUUlt WALL MtlUNGNQ (It _T OO9/ (+Qk_T DETERMINE MAXIMUM SPAN "L-"FROM SCHEDULE. tt -- "- -0 _Ia. d _T�0�=ia 0_=_' -3d�.-1G'=0"�_�to=0`-==3q—-1b:-v"=�-fQ�-q —--='Y �t?EO=Tn ERMINED PAN W Ei't m AN -. MAXIMUM SHUTTER SPAN + OR tALtAnONS INTQyfV004'�yAL4 8E`UM `"" r1hAt��<AX,MVM PLICiYAGLE�.SPAN�15 E0UAL_i0 THE— �__ 35 la'-10" 14'-10' id-2` 16'-d'- 35,.. ._ 14'-10. 14'-1q" 35 09 PffiT.A.S,p.DESIGN PRESSURE RATING, t�iNl4i.Uhi DETERMINED 5 9ET E "l « 0 `L AO 13"-10" t3'-f0° 40 ta'-2' ta'-2" (3)PROCEDURE t0 DETERMINE MAXIMUM SPAN FOR 45 13'-1" 13'-1' 13'-4" la'-3` 45 13'-1" 13'-1• 4a 13'-4- ,a'-3' t HV CORNER CENTERMATE A3 MAY BE USED AT ALL COMBINATIONS IN BETWEENOUtiT WALL MOUNTINGS 50 t2'-S' 12'-q"_ T2'-D' _t3'n't" ___ . 50__ �t2'_-9 __i 2'-S`- 50-____t2'�3_. -t]'-i'- _MDUNYtNG_iNStALLI\TlONS.LOCKtNO_SPCCIFtGATIONS-- - - R/CEf41NC_MOUNTINOSt__ w/FLnn - - - _ - -- 55 11'-10 II'-10" 12'•-1" 12'-I1" S5 11`^I' fl'-f1« SHALL DE AS INDICATED ON MANDATORY CONDITION b2 FUR A GIVEN POSITIVE A.S,O, DESIGN PRESSURE 8b 11'-4' 1 i'-{' T i'-7" 12'-4` $O 111-4" 1 t'-{" GU 10'-2` t0`-t i« NOTE#11,SHEET S. RATING! 89 10'-10" 10'-10' 11'-1" I1711' 65 10'-I0° 10'-Yq" 115 9'-5" 10'-1` DETERMINE; ?0 to'-a' 10'-6"_ 1D`•-B it'-S" fiO _ in'-5" }pt6« 7q a'-B" 9-4" U+.i MAX. SPAN FOR 1YAiG MOUNTING INSTALLATIONS. 4a+- MAX, SPAN FOR FLOOR/CEILING MOUNTING 75 10'-I" ta'-1- 10-4" 11'-I" 75 10'-1" to'-1" 75 W-9" I ttEXCLPt THAT MAXIMUM SHUTTER INSTALLATIONS. 80 d'-!0` 9`-id` 10`-O- td"-0" 80 B'-f0' d'-100 SPAN•L+"OR*L-*AND MAXIMUM&&0.DESING FOR A GIVEN NEGATIVE A.S,U. DESICN PRESSURE 85 9'-6' _r 10'-5` 85 9'-6" W-a" PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATTNG; B'-3` 9'-5' 10'-1"- 90p'-3" A'-3« OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: OLTERMINU I- CONNECTIONS TO KEYSTONE MOUNTINC Lt-- MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. - 95 B'-d" 8'-8'- 9'-2" q'-10 A9 9'-0" u W-A"� LIMITED TO +84,-72 P•s•t. AND 8'-G' SPAN, SEE LQ--MAX. SPAN FOR FLOOR/CEILING MOUNTING 100 8'-0' 001) -a'-9" 8'-4" MOUNTING MOON SHEET 7. INSTALLATIONS. 105 105 8'-7-110 . a-2.T-T 8'-7. B'-2' 110 a'-4" 7'-7- FINAL MAXIMUM ALLOWABLE SPAN IS EOUAL TO THE 115 8'-2- 7'-3' 8'-4' 8'-it" _ 115 8'-2" T'-3" S �1L1�ATi�� TO !2L,655 MINIMUM 8E114EEN 1t+", 1st", "LI•-"AND « _« 120 W-0" W-11' B'-2* W-0' 120 a'-0° 61-11" G]!� 1.L (4) GO TO ANCHOR SCHEDULE WITH F1NAL MAXIMUM 125 7'-tq' G'-a" 9"-0- 8`-S" 125 7`-}q•'� a'-8" LLOWASLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-s" a'-5' 7-10" `W-1 13O /'-8` 8'-5 WIND ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 7'-0' 7'-B` 135 7'-7' MINIMUM SPACING. too r-s` s'-n` r-7' T-6- 140 7'-5- x-1 t" ASTM E-1996 SEPARATION t{5 7'•-3` 5`--a7--S---i-3' 140 7'-3` S'-v` TO GLASS 150 7'-2- q'-T T-a` 7'-0" NO 7-2` 155 7'-0` S' 9° 7`-a` 8"-9` 195 71_q• 5'-S" t THRU 3 )„ 1G0 6'-11' 9'-a' 7'-t` W-7" 160 6'-I1" 165 0'-f0' S'-1' 7'-0- 8'-4- 165 W-101 i70 a'-B` 4'-1t` W-it` V-a` 170 6'-B' 178 tl"-7` A'»9" 6'-9" 8'-0` 176 G'-7` 4'_9• .. 1 '� H V BLADE 185 6'-5" 4'-G" 13'-7" S'-0` 185 ISO 6'-4- 4'-S" 6'-6' 5`•-ti` 190 W-{' 195 G'-3- 200 W-a" 4'-2- d"-a' S'»3" 200 W-2- 205 a'-," 4'-1• a'-3" 5'-I" 2D5 a'-1` ,�,. FLORIDA BUILDING CODE Non Hi T, Yelonik• Hurricane Zona 0' 00t7 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC.INC. ��GENSF H�111 HV TM Shutter System ■ iN ■ ■ H.V. RAI eft w/OR W/0 KY.WNDCW BLADE tl4' v TILLIT ri 511 TESTING h ENGINEERING COMPANY American Shutter Systems fv a afmP Io{ Fa N r:M(Cv. Lo Association, Inc. t OLD 15-085 1 1 1 CAtC: 07 2J 17 "• �"V5\, 63ti .3ffin.St.Ste.205.NMNM OWENS,FLOW 331" .. PkuNe r(Stla)a71-taco,F6:t(305)1171-1531 ._ .426B.-WOstroods Drive_ a DRAWING No ` ttt 6-mold 14160 eds6m West POltri B00nh. FL 33407 3 ev-aQQe7ta 17-107 --'�1dNAt«r�F>,t'' wALreR a.nulr�t.P,E, { P.E, SEAL/SiL')SMRE/DATE rLgwoA Ld.y 441sT ® SHEET 0 r. ra. � .a :iiJ :a-•t- :1'i _,r +�+:;a•'+.r . ,• rii. ~N' ►: +r :il +: h+w :� ©�Qt:7Wm® UNA"wl� �A���C�A[��[tAI�Q7RI�AO�A�11��R7�.C1�1��+�IAI�Ra��QA[]I� Aq9��� Mt]IC37 EEEEMGMfl!"Hu zEE ®wm o s7r csrar[7rcrts m[� s»csuamm r Aw �]RUN� HRKammCYD A�. EmE���AEEEE �loE Ems ��Q,m" UNmEM" Igo " � I �. o m "adm : ' EEN E"Wa�KNIMMA- EEU"Ill""U'u"UHRIM"11 EEEE EEEIONEEEAEEWNm m E EE ®��.��.�I i MUNI,I o �>�r>i � i��nAE .Im�� EE ��E "IME MENE �jj EEMA XMR� mCb�I���E��EE�� EEEE�EEoEmp� tLa�#�7[pp]rF� BEEN AW�7A1[�AAiL� IAA � iI]MR"����A1C�1[��1�'•7iG#�Is7�irt�iX rlFl�B N �j KX : Q] a A .�EAREEE�E�EEEMARIEN EEEOMEEE®E E �aEEEEoE EE MEMERE300in fi7 iI]A A�•1fnIC1�7a A rI7A LUM�AdR>A Ai�GFI /.� saa Et>rtL���l [ �oAAtt� �i>1 AEAE�dEE A 031aft "Mum- Hb � a,ra EES""Otd � imka EE �; Asasar{SEE En NNW- 20 sEEEEEEEE EEE®EE EEsoEE- MRS o�Elr�rr� mm � A p ApR�M14IAiafll�[7rI��Cs Arcs • 'i�r'EEEOx ra�Hcx"" sir ®EaAA Hamalm mmEE��EEvEE��mAE EEm»I"ftm®EEE�EE �E �mGl7alaAA mi®mer oAOII'rlkFltt7© o oi);!L•ImAA rAAu=m�7AorofA oror� 00 RlIL7[S1 AAil M A®EE1.9.4Rrw - m=mm >� Ari = lllumimiocxcomemam �Am lm"M U-3 A �Q�� pEp �E 7 EEusas EE [�� EE '"HI ®E : MM H�F�ML'�CltrrSirNno - 11EAEtf�:IMISMEI K,1irF1 A � � _ � ► ■■ r � ,�_ ROME= OpEEAEE�ESo EEEEEE E EIcfpEE q crc�� EE S EE osnia W=mm A47 m m silri � EcsAdOE[]Iomc�7 �rs�E ■ i ► 1 � � '[Lir rLau�]Arar A MM AA M qp� il7ttF Ai iii71a1c11TS��ltErfAi�li i��i71tL>r Ai�r�01171� prCiA�OraIN T>r �7MC=RXiiMA "Xx A t 0 U♦ l 1 1 a \ g��icscNpARio -� d� tar Apo��arra �ApCf �a muRon SHRONEEEEARiI [ti1i>tACrf rL1iAArCrr .... =2 CMO[�E7E�O�E ILyRiA AA ICsiiImImm AA AA - A 111111 A ✓�MEEEEEEp1EEE1 EEEEE®=EwisEEEEEEE E iL><Ios�csOAA iL>tC7Ai�OQ iS>AQ C>•Crr ry �rc�pilo�iEr�r �icAirEE ll"leugommu w ul"IEe offe emo mEBemuseK-MMO N ,•,, , .' . ►. Assoolation, 1"Q. r4268 Wastroads Dr. E�� s SPECIFICATIONS ON ANCHORS DIRE STS:POURED CONCRETE a CONCRETE BLOCK SUBS TES 'T ME 'RPE EDR MILCOMMM BL= (SEE MOUNTIRM V.0,at H ON SHELLS b&7) 1,ANCHORS TO SUBSTRATE St1ALL BE AS FOLLOWSt ► ° Poulan DotNC= (A) TO EXISHNG POURED CONCRETE!(Min.1'c«3 kcQ tr 4 1VALL SSLL M6UNTtNG I{ CEILING MOUNTING FLOOR M4UNT(NG ^ 1f4`0 TAPCON OR TAPCON'""1 AOYANCED THREADFam TECHNOLOGY AHCHARS,17' BYLT,W,BUttatx7 wn,t'c a 3 bi) ANCHORS SPACING,LEGEND - 1/4"0!<J/4"A.L p01N1S 50U0-SE?ANCHORS,AS OISTRtOUTED DY ALL POINTS IY,DOLT&SPECIALTY COMPANY, Alin. I'c+ 3 lou) 1 _ fW •- 1/4'a BLUE TAP CONCRETE ANCHORS TY/CAP AS t4ANUFIN ED�OY FLORtDA FADIRECT,INC,(Mtn,t'e«@kat} TAPCON ORDa t20 ta4 2tM Ja 4A OO ib 08 174 lab 2A3 JO 4a 00 7S OD 120 130 209 TAPCON WNN ADVANCCU ` i/" TAPPER+ANCHORSASMANUFACTUREDBYPOWERSFASTENERS,IAO.,ANOTE0BYALLMINSSCRLIV,BOLT&SPECW,IY 0 0 6 e 14 9 tl e 14 1 9 tl a tl tHKEAOFORM TECHNOLOGY COMPANY ON ANY OTHER APPR93YEO LICENSED OR AUTMtNOZEO VENDOR REGISTERTHE AMERICAN SHUTtER SYSTEMS ASSOCUOON,INC. S-0' 14 t to 9 a a 9 6 t4 12 to 9 a a a a t4 T2 15 @ 8 a ALL MIMS SOLID-5E1 {MNn,t'e«3 ktu) OR, 14 12 10 Q q 0 6 14 1 10 9 a b a 0 IA I 1 9 a d 6 S BLUE TAP 1V/CAP NOtfSt 4 2 i 9 d a 14 t to 0 n 6 IT 14 i2 t0 9 n B d 6 A,1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREAOFONM TECHNOLOGY ANCHORS AND YAPPER+ 14 50 9 a 5.5 0 T4 I2 to 0 a e 6 14 12 9 q 0 0 b TAPPEN4 -_ _- ANG10R9.IS-L3/A',-AND-FDR-BLUE TAP -- A,.:O. 7r--a--0--0- 44--1 .-o -9--5--n--d- a 4--1 '10--it A-'a' 6 Ti' it t0 9 a a a 41T 12 T 9 Ns s W12 0 A B-V4 3.3 A.2)MINIMUM EMBEDMENT OF t/4'P a 3/4`ALL POINTS SOLID-SET ANCHORS SHALL BE 7/5"INTO THE POURED CONCRETE.NO EMBEDMENT I+ 2 1 '3--9- b 0 a 1 W e a a o 7%3- I4 I t Cr- 0 9 4• 4 s4E LulltAnat+s ac Uct rok INTO STUCCO SIALL BE PERMITTED, 1/4'0-20 SLS,MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO .8 5 - it t to 0 q 0 b t4 1 9 a 7 a. 4 ,T EktSR ANO T"M1141MUM POR WALLS WITH NO STUCCO, 14 A 0 a 0 q 6 4 12 10 9 a A 14 12 10 9 a AA _ nUGti ill bN TlrFtt la 1. tolo -1 __ta-_9--a-a,a.-a- 4--t2=-1--a-&4--b-S fi_ _---- -A:3)-IN CASt-THAT PRECAST DTONE,PRECAST CONCRETE PARLS,PAVERS OR ANY VENEER B5 FOUND ON THE EXISTING WALL OR TUDOR, 14 2 10 0 n 7.5 4.b ^ 14 12 t0 9 A R 9 -Co- 14 t2 1 9 b a 4A .79 ANCHORS SH41 BE LONG ENOUGH t0 REACH THE MAN STRUCTURE BEHIND SAID WALL NNISHES.ANCHORAGE SHALL BE AS INDICATED ON fA .b 4 4,b - - 14 l2 14 9 d 7.0 .0 4 14 12 10 4 0 U 4 1.5 NOTES At}&A2)ADOVE.FOR INSTALLATIONS ON VINYL SMING OR Elft WITH OR WITHOUT METAL STUDS CONSULT THIS EHAINCER.FOR O'-0` 14 ti 10 a a e ^ 14 12 to 9 tl n 0 5 14 12 10 2 b 0.0 3.5 INSTALLAA N INTO TIPS WITH METAL STUDS SEE SHEET 20. 4 12 t0 9 0.6 - 14 12 7 3 14 12 a a 5 4 - _ __{B)_TO bOatING..CONCRETG BLOCK 12- - i♦ i1 @ 6 a - - 14 1 to 9 6 a,6 S 3 fa t+ 12 t0 as -6 $--+_--- _ - -- - - - - .;1/4*0 TA'CON OR TAPCON TWTH ADVANCED TNRFADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T^BUILOCK, -Y--6- .0 ;5--Y" 14 12 10 0 tl 0.4 4.n N 12 10 a y.b J - 1/4'0 x 3f4'All POINTS SOLID-SET ANCHUINS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPCCUitt CDMPANY, 14 12 id 9 a - - It 1 t 6 a 4 -14 12 _ta D 1 4 3 7^0" 14 I 6 6'A 4 - TA 0 7•a a 4A ,b - 14 t• 7 ab 46 . - 1/4'0 BLUE TAP CONCRETE ANCitOflS Wj CAP AS MANUFACTURED DI FLORIDA FASTENERS DIRECT,INC. 14 2 1 .5 4 - 14 12 t1 14� 4 - 14 -Ir7 7 7.4 41n - - ^ 1/4'0 TAPPER+ANCHORS AD MANUFACTURED DY POWERS FASIENENS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY M i b•9 4, - 14 12 to 9 .S ad 4 - N i2 6 7 4 4.4 y - COMPANY OR ANY OVER APPROVED UCF�NSEti OR AUTHORIZED VENDOR REGISTERED WITH NE AMER014 SHUTTER SYSTEMS ASSOCIATION,INC. 2 t0 Y tl &B = - -14-12 -Co 0 a n 4 14 12 10 d e.tl yA = NOTE5t t4 I2 a 3 - 14 12 4 0.5 b 4 3 12.6 ,a 4 a 8.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPEN4 ANCHORS IS 1 1/4"AND lA>CON 14 2 e•D 1A 6 - 14 12 8.5 d - - 14 5 a 6 ,b 4 - - WITH ADVANCED tHRFADFORM TECHNOLOGY ANCHORS IS I', 13 ta &o 14 12 to a (La 3 - - 14 12 0. 6 _4 = 14 t2 TO 0 - 4 14 52 i 9 73 4.6 - 4 i2 &3 75 4 - - B•2) MI ILIUM EAIOEOMENT OF 1/4'0,3/4"ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMNEODEU INTO THE CONCRETE BLOCK.NO 14 1.d 7, n 4 TV Ti 7 b.b 9 J3 EMBEDMENT INTO STUCCO SCULL at PENMITIEO. 1/4'0-20 53,MACHINE SCREW USED SHALL DE 1 1/2"LONG*MINIMUM SHOULD SMCO 14 2 d.9 i 4 1 7 AU 4 - - 14 10.4 a9 5 ko - - EXIST,AID I'MINIMUM FOR WALLS WITH!NO STUCCO. 15 ,b b.a 4 - - - ^ 14 1 9 7 a 4,5 - - 14 it IT 45 S,a TO'-O° N 2 -1 0 t,a - = t4 I 14 p a = ='t4 III a 4 4 - _ 0,3}IN CASE THAT PRECAST STGNE.FRECA5t CONCRETE PANELS,PAVERS OR ANY VENEER BE EOUkD ON THE EXISIrNG WALL OR rtOOR, 14 rab s - ^ 1 a3 0.9 A 3 - - 1 9 4 3 - ANCHORS SHALL BE LONG ENOUGH 10 REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES,ANCHORAGE SMALL DE AS INDICATED ON 14 11 7, ae - - - - 14 11.9 9 6 4 - - t2,4 DA 6 3 4 NOTES 0.1 &0,2)ABOVE,FOR INSTALLATIONS ON VINYL S1ONO OR LIPS WITH OR WITHOUT METAL SIUDS CONSULT THIS ENGINEER T a 6 3 - N 12 a 6.5 5.n 4 - 1 ib 4,b S 4 3 - FOR I STALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 4 2 10 - - - - 14 12 @ 0 4.4 - -- 14 lab 5, A.3 3.n 11'^O"125 9.b a - - LII 0 a k 4 _ 0 1 +,a 1 (C) ANCHORS SHALL Pk'INSTALLED FOLLOWING ALL OF THE RECOMMENOAVIONS AND SPECIFICATIONS OF TtiE ANCHOR'S MANUEACtURER. 14 2 - - 14 10.� 7 0.0 4,n - - 11 b 6. _4 70 A>a - 9.5 7 4.b - - - - 14 1-s T.5 4 - - 12 9 6 4A 4 _^ - (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE E.b, VERSUS SPACING RELATIONSHIP FOR ANCHONS, 14 T3 t4 - - - - i4 i d a.b 55 - - =13 10 0.3 4 - - EDGE 0� ISTANC VERSUS^�fGING cCHE�� FOR ANCH�O 11.3 0. 11 a 4 4 - - 0 4 J - MAXIMUM ANCHOR SPACINGS ARE VALID FON EDGE OSTAKIiS tHtCATEO BELOW.EOR E,0.LESS IRAN TME INDICATED,RELwCE ANCHOR SPACiko 13,5 9.a 0 - - - - t3 a.4 a b A - - - tab a b 4 = - BY MOLTIFLYINA SPACING OHOWH ON SCittoULE 1w TINE FOLLO WNG FACTORS, p - 14 194 7 Qb 4,n - ^ 11 as .b 4• 39 - NEO CED SPACINQ O,TAINEt1 USIA FACTOR"tAlt HOT BE LESS T1tA1 MINI UM 5nACM0 IN KATE COR EACH ANCHOR T*PE, 13 0 14 _ - 14 1IS ,-d _ = _ y 4 4 = _ FACTOR Tu- a - ^ ID 7.a b - 7,a 4. ACTUAL TAPCON WITH ADVANCED TAPPER f t, 9 0 45 + - E QR EDGE TAACOH ALL POINT SOLID SET BLUE SAP Wf CAP a b - - - 13 9.5 a b - - - ta.s 75 4 - - - OiCTANCE THREAOFORM TECHNOLOGY Mw 5 A'1 14 - 4 tan a.a 1 a.n 4. - - E.D. MIN,SPACING»3" MIN,SPACING«3' MIN.SPACING R 3 1/2' MIN. SPACING-3' 3 J 4" 4" 1b 1 HV- t t,b e-tl.5-4f - CONCREIHV WINDOWFE SOCK& t >Cf0.TE 2g CMN�fETE 1 TV CIt& CON RETE SgCK&lu 2�: 1 9 n Y 4 - - 3' T,0 O.tiB 1.O O,0 1,0 aa4 1,0 _ _ u- - •• - - - in-Jr - _ - - t . _ - _ 1 - ---- - - - -- ,. .. _ _ .. B,b o 4 - .. •. _ a. .. 1 . jNUNISON ♦ a. a,71 - 7' - - - b - - t J/4' - 0.01 - - ^ 0,43 y - - _ t 1 2 0.39 - 0135 lksa - - - s - - FLORIDA BUILDING CODE on^High atocity Hurricane Zona 44tA`-�W,A A, h/ N1017 TILTECO,INC. 02017 EASTERN METAL S�UPPPLLYY,INC. BERyffI Accordion Shutter System A." .S.A. HY. BkAAE SIT W,OR Wf0 HY.NINIXIN BlPDE TILUT TESTING & ENGINEERING COMPANY American Shutter Systems .N DE6CWPTI N OAt ATN Hr. 6352 NW 34h 9L.&e.Sib NkMNU 6A2aiNb.RCE 9A 33161 Association, Inc. i OLD 15-085 7 1 i DATE: 07/27/17 4268 WaStrOai�9 Drive 2 Phone I(309)671-1530,Fo,t(JOb)471-1931 -- DRAWING No &A op I[) ,''jtt�',It` 4-m4EQtlooc0719'c'� Weat Palm Beach, FL 33+07 3 17-107 S •�"''... .. .-},Q,�I �`���1 14 WALTER A.71Lt an RE. W.E. J"1�/ '(y1t rJDATE NbRIDA U4.i�44167 B SHEET 20 1 ll +t IC &ll F (P1� (t0.d..SCtIF.�l11 t: FOR A�C14FN Max 1CHUTT R GRAN (Wir MOURMCS I•J.K dt L ON SHEET 7) URED CONCM POURED CRM ftOCK ANQHS?RS ;hPAS�ttlr-LFS3 NAX�UN Ul W OVER h ,R NCN QItA1NGUARD MOUNTING &YAWFL00R MOUNTING ( )%YALLJWALK OVER MOUNTING hi0UNT1 Q...._...-_ — _ - TAPCON OR ASA OM NM OE PKMW PAIM(W Aaa MO MAAT PRSMN RUWa(FN 14A DM4N"*WE RnUM MM 441 kso Cis"N44AIt1_4 PWM MT94(1W TAPCON WITH ADVANCED 30 40 60 7S'Rol—ia0 208 J4 40140173 PQ 1a0 160 205 30140160 79 PO t70 100 2oa-310 -i-050-,7S PO i2p 100 24S TNREADFORM TECHNOLOGY 1 r o tl 9 1u 12 1 1 n 7 T o b a ALL POINTS SOLID-SET 3'-D 14 12 i n o w t Y 12 r 12 e, d o e a OA LESS a to l0 0 e o u l2 I2 0, .a a 4a r t a o e a e b a BLUE TAP Z i to o e a e e r 7 1a t� 1. t0 n 1- 7 7 a` a a a b b a TAPPER+ 4 12 w o e e a i2 q i2 1 11.a ao e 5 v 7 Y 5,a 4 D e 5 _ a n e + ---- ---------- -- -------- — - _-- 14.it..10--a--5--tl--e-.4- la-u•-IT- 2. 12-R, -7- "-r- --7- --i==T- r - n a s a o 0 4 t -•+► a-a a n 12 t2 e, a'" a +.a 3.5 7 s- 7 r 7 a.a a` s' Is b s 'E 14 1 10 a s s T2'I 2 12 16-as i t T T 7 T n.a a s-e a a c e 14 a 10 a a, e a 0 1 s2 i I1 a 7 4 7 ? a,a 4 a a a a e 4 - g,-0. 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Links Search i ! b u '{ e Product Approval USER:Public User f I Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL389-R9 Application Type Revision t Code Version 2017 � 1 r Application Status Approved Comments _ I Archived ' c � Product Manufacturer American Shutter Systems Association,Incj, Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 _ bfeeley@easternmetal.com Authorized Signature Bill Feeley lrodriguez@easternmetal!.com I Technical Representative Address/Phone/Email i Quality Assurance Representative Address/Phone/Email � I Category Shutters ! Subcategory Accordion I ' Compliance Method Evaluation Report from al Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received I � Florida Engineer or Architect Name who developed Walter A..Tillit,Jr.P.E. the Evaluation Report i Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute I , Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann J[. Validation Checklist-!Hardcopy,Received l I Certificate of Independence FI.389 R9 COI AMERICAN SHUTI'r SYSTEM ASSOC INC DRAWING 17-107 CERTIFICATE OF INDEPENDENCE.013 FL389 R9 CQI AMERICAN SHUTTER SYSTEMS AS50C._INC, DRAWING17-106 CERTFFICATIONOF INDEPENDENCE(1„)PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF I Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 ! 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By I I ' I I