Loading...
HomeMy WebLinkAboutProduct Approval Florida Building Code Online haps:/hvevw floridabuilding.orWpr/pr app_dtl.aspx?param=vGE... - :1 H=Rome Login User Reysbutbn Hot'mpits Submtr Srdmqje Stats&rads plus mus aC6S111epap Urdm 5®N d-b. t ( Product Approval �., USER:Pubic user iBuU�621Rixaval Henn> Seamn»pE'-;!!tgn UA>Application Detail I " t FL# Fl-389-R9 Application Type Revision MAY 2's. 1c7 Code Version 2017 Application Status Approved ST. Lucie County, Permitting Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Emall 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@eastemmetal.com Authorized Signature Bill Feeley 'trodrlguez@eastemmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Till$,Jr.P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. Validation Cheddist-Hardcopy Received CertiOcate of Independence FL3S9 R9 COI ArdERICAN SHUTTER SYSTEM ASSOC.,J�C. [7RA4JIN�17-]07_ CERTIFICATE OF INDEPENDENCE.PDF FLO3 01 A3vtMICAN SHUTTER SYSTEMS ASSDC. a,'NC. DRAWING 17-106 Z�ICA7I4'fa OF I4fDPENDEQE_(�J.PDF FL389 R4 COI AMERICAN SHUTTER SYSTEMS_ DRAWING 17-108_CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard r ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 LUTAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code ...gyp Product Approval Method Method i Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 1 of 2 4115/2020, 12:49 PM Florida Building Code Online https.IAvww floridabuading or./pr/pr app dtl.aspx?param--wGE,., Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 -f Summary of Products FL# Mode),Number or Name Dtscriphon 389.1 Bertha HV Accordion Shutter-Blade 3- Extruded aluminum Interlocking blades retained by tracks(top and (Non-HVHZ)-Drwg 17-108 bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No R MEMS DRAWING 17 108_ Approved for use outside HVHZ:Yes SEATtlAA HW A O IONH4IiTit_ij M PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida,Inc Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile Level"D".Max span Is 12'-3"for 40 psf positive ASD Evaluation Reports load and 13'-0"for 35 psf negative ASD load the HV3 blade w/o window FL389 P9 AE AE3ERICAN SHIa�SYSTEMS ORAEG 17-I0� blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and EW79b^T cbALUATtON gEPi7RT PDF W-11"for 62 psf,9'-11'for 55 psf HV3 blade w/window blade working in Created by Independent Third Party:Yes 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 Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum Interlocking blades retained by tracks(top and (Non-HVHZ)-Drwg 17-107 bottom)for storm protection Limits of Use InstailaHan Instructions Approved for use In HVHZ:NoF�u'SS_ T,MERICAtd SHUi7ER SYSrF� tiSSru INC. DRAWING Approved for use outside HVHZ.•Yes 177_107 BERTHA HV ACCORDION SH ER SySMM.PDF Impact Resistant,Yes Verified By:American Test Lab of South Florida,Inc Design Pressure:N/A Created by Independent Third Party:Yes Other:Large missile level"D".Max,Span Is 16'-0"for 30 p.s.f negative Evaluation Reports ASD load depending on centermates and locking rod configuration for the W89 R9 AE AP4ERICA N SHUT ER SYSTEf i ASSOC..INC. DRAINING HVl blade,8'-0"for+64,-72 ps.f.A.S.D.load for HV blade for Keystone 27-1417 PRODUCE OF EVALUATIDN REPORT.PDF mountings 7'-0"p.s.f,for metals stud mountings and 8'-0'for 110 p.s f. Created by Independent Third Party:Yes for HV1A working in unison.See sheets 7,11 and 20 respectively of Installation drawings for other spans and pressures. 389.3 Bertha H f Accordion Shutter-COMBO- Extruded aluminum Interlocking blades retained by tracks(top and (Non-HVHZ)-Drwg 17-106 bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:NoEl3e�_I;�Id��tEI;ISRI1 S41U2fER SY LE SQC_,.IIICC._pRA LiG Approved for use outside HVHZ:Yes 17-105 MMA HW ACCORDION SHUTTER SYSTPQ Impact Resistant:Yes Verified By:American Test Lab of South Florida,Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large missile.Max.16'-0"span at 30 p.s.f ASD load for Blade i Evaluation Reports and 18'-0"for Blade 2.See schedules on sheet 12,25 and 28 respectively i3� AMERICAN S},U TI R SYSTEMS ASSOC..INC• DRAWING 17-- —M—DUCT-EVALU{3A{.iy.lt t''t]i�t PDF Created by Independent Third Party:Yes l Contact us.-201 5W Stone Rox1."hesshessee FL 32399One•aso-4a7-laza The State Of fbdda IS an AkIEEO employer.ODMI1}tt 207-2013 State of8p ::P21Rhd 5toteme,� Under Florlda law,ema9 addresses are pubic records.If you do not wardyoure-manadtess released In response to a pubk-rewrds request,do not send ebdtorfz mag to this entity.Latead, contact the office by phone or by trad banal mal If you have any questions,ply coma850.4871395.Opu5uant to Section 455275(1),Florida Statutes,eSExtve October 1,2012,icensees licensed under Chapter455,F.S.must provide the Department with an emaladdress dthey have one.The emacs provided maybe used for official communication with the ke see.However emafl addresses are pubrc record.If you do not wish to stglply a personal address,p!ease provide Um Department wah an ema2 address wN c h can be made avaaakda to the putb—TO determine if you are a rcetsee oder Chapter 455.F.S.plz3w cYkkM. Moduct Approval Aampts: credfi Card] Safe Milano ' of 2 4/15/2020, 12:49 PM I� Ik I, II GENERAL NOTES: i 1. BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANEE WITH THE 2017(6th EDITION) OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEA.SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANEIZONES. BESINSTAIGN +IND LLED WITHSASDDIIREECTIONALITYLL BE RMINED AS FACTOR d EN. 5ECTION SIINGT620 OFASCE 7-10 AND SHALLE ABOVE nNOT EXCEED THE GIINIMMUM (A.S.D.)SPEED DESIGNOUPRESSURE RATIN SISNDICATED ERE SHUTTER WILL TABLE OF CONTENTS ON SHEETS 11 THRU 15, 19 &20, 1 IN ORDER TO VERIFY THE ABOVE CONDITION, ULTO.-ATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL.BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS AREA 1: HV R eD t d•A BY MULTIPLYING THEM BY 0.8 IN ORDER TO COMPARE THESE W/MAX. (ASA)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 18, 19&20. '!l GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A JJ R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NGI USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS. HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN W30D. BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEOIIACY FOR WIND AND LAIRGE MISSILE IMPACT LOAD HAS BrEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER .SYSTEM COMPONENTS 21-37 SHEET 3 ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE Q 00214,01-03, 00715.01-03, 01OC4.01-05, #1214,01-05, #0317.02-06.00B09.01-10 AND 00210.01-11 AS PER TAS-201,TAS-2D2 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA2: HV BLADE n AND HV WINDOW B I LAQE R AND E-1996 STANDARDS(MISSILE LEVEL D,WIND :ONES 1, 2 &3)&01220.01-10 AS PER TAS 201, 217 3&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -HV WINDOW BLADE Q#0505.01-00 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL 0,WIND ZONES1,2, 3) BASIC PROTECTION ONLY AND 0 0725.01-88 AS PER TAS 202 PROTOCOL, TYPICAL,SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 t 2. RV BLADE pi AND HV WINDOW BLADE a ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDEFV THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 I INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3, BERTHA N.V„ACCORQION PINS (HV SCREWS),USEC AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SWILL BE#14x2.75”AND 014x1.75'RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 kDi YIIELD STRENGTH AND 180 ksl TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHN3.D COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE W MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM I.SSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6003-T6 ALLOY IS 30.0 kat AND 35.7 k.1 FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY. II MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 b.ALL SCREWS i0 8E STAINLESS/FORI MEL 3GG OR 31C AISI SERIES OR CORROSION RESISTANT COATED CARBON'STEEL AS PER DIN 50018 WITH 50 ksL MIN.YIELD STRENGTH AND 90 kat MIN,TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.7.4, �1 . 0. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR NSI 304 OR JIB SERIES STAINLESS STEEL WITH 39 kDI+( ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 19 7, SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFiCATIONS:HV BLADE ID : 12,13,14,15 NO 20 !I INSTALLATION DETAILS M-R, WOOD SHEET 16 HV BLADE(D r;© WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 II END CONNECTION DETAILS 7-12& X, WOOD SHEET 18 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BL'-ARS A U.S. PATENT 06'179,5112. COMPONENTS OF THIS;PPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S.PATENT 05'458,179 ISSUED 10 EASTERN METAL SUPPLY, INC. II AREA_3: HV WINDOW BLADE Q ONLY B.IT SHALL BE THE COMPONENT EDGES OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE YM RE SHUTTER IS TO BE ATTACHED SI INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, T+IRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION, TYPICAL SHUTTER ELEVATION SHEET 19 10, EACH UNIT MUST BEAR PERMANENT LABEL IN AV,SIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF' URRICNE WARNINGS HOME OWNER, TENANT, OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. AREA 4: HV WINDOW BLADE n ONLY 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE INSTALLATION DETAILS, METAL SND WALLS SHEET 20 PLACED FOR EVERY OPENING. LABELING TO COMP-Y WITH SECTION 1709.9,2 OF THE FLORIDA BUILDING COPE. 12, BERTHA N.V..ACCORDION SHUTTER SYSTEM'S INSTALLATION11 DRAWING SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. ii 13. (4) THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SfIE SPECIFIC PROJECT;I.D.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SE'-EcnoN,PURCHASE AND INSTALLATION INCLUDING LIFEISAfETY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.COISTRUCDON SAFETY AT SITE 1S THE CONTRACTOR'S RESPONSIBILITY, (c)THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY Y MEANS, Iiq) OBTAIN PERMITS IN THE STATE OF FLORIDA AN (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED:TY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O,R.) FOR THE PROJECT AND WHO WILL 8E RESPONSIBLE FOR THE PROPER USE OF THE P.E.D ENGINEER OF RECORD.ACTINO AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. I} (e) ORIGINAL P.E.D. SHALL BEAR THE DATE ND OPIGINAL SEAL AND SIGNATURE OF THE PROFEBSIQNAL ENGIn NEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zona 02017 TILTECO,INC. 02017 EASTERN.METAL SUPPLY, INC. R B `,,,�,,:•���,�r�s�.••..",�� HVTM �L E C® ��� ���© I'�w® Accordion Shutter System Y H.v. BLADE#1 W/OR W/o RV.vllNbdW ELAD& 6�' r Amrrican Sllutler systoms EV.N DESCRIPTION DATE DRAWN BY: L.C. TICCIT TESTING & ENGINEERING COMPANY AggOCIC'PIOh Inc. •', Tpt4+�� 6355 N.W.36th.St.,Sla.305,NRCY.N GARD-INS.FLMA 1116 I OLD 15-OBS 7/27/1 DATE: 07 27 17 Phone Fox:(335)871-1531 4268 Westroods Drive 2 ..........fl {A —q:0heeocani.— West Palm Beach, FL 33407 3 DRAWING No U IjLL ES-0006719 q SfOPlAt WALTER A.TILUT Jr.P.E. 4 1�-107 r1 FLORFJA Lam.0 44167 P.E."SFIiLfStGiinlllR /DATE 5 SHEET 6 1 OF 20 iL 't i I� j FCR ps v M"� � � � 1� �" 1--x16'• , 1� 4.857" I 4.489• _ .?� o 9 say SALin, n,AOE i � � �; �HVgo-/160' STARTER )�HV UNIVERSAL FLOATER; �'/ CUALIFIED QR USE w/ COVERED UNDER US PATENT # 6 8179 QUALIFIED 1-6R USE Wj HV HLADEC'• itU HV BLADE A p 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W 6063-T6 ALLOY AND TEMPER #SEE LIMITATIONS BCADE t�bN SHE T 19 ,r BLADE. i 37J= it I 6063-T6 ALLOY AND TEMPER6• >„P.0_ a 60 PER 124"- ' " 1 '' �o";�v. ?" q � I N .994' 472 N g 642 4.89r I � {— 4 7 VAD 11„ A APTER W/LIP i 4 a 4 " 0 o7a" _ _ ' QUALIFIED FOR UE WI NV u 324— I I BLADE�' `$f QUALIFIED FOR U.E W HV i/91 HV TRENCH TRACK s�jiV�D_J,r FLOOR TR CK 6063-T6 ALLOY AND TEMPER (I v .i BLADE,1 QUALIFIED FOR USE V!/ HV � QUALIFIED FOR U E W/ HV '+ 6063-TE ALLOY A TEMPER BLADE(1�ONLY. `:9 HV RAINGUARD 6063-T6 ALLOY A D TEMPER ! 1"5 !j °n�� t 6063-T6 ALLOY AND TEMPER QUALtFiED FOR U(��)t W/'HV BLADEBLADE 1 too.. VARIES LOW 6063-T6 ALLOY A DDD TEMPER 1..093" 083" 1,•.493' q. 41 .y. .OBJ" I •12>s' .104 r' 870° 1.888" � � o 870' • •I un' i ;I S.Sz9 I � iizt. �9' 4 T. HV EILING HEADER HV NEA ER-'a L J CIS HD CEILINGHEADER SILL !FID FOR USE W' HV BtAD ONLY, IF3E0 FOR USE W/ HV BLADE ONLY, -T6 ALLO R :i QUALIFIED FOR USE W/ HV BLADES (1�HD WALL HEAD SILL SFE SECTIONS FOR VALIDITTI/`" II SEE SECTIONS FOR VALIDITY. QUALIFIED FOO�USE W/ HV 6063-T6 ALLOY AND TEMPER ,I 6083-T6 ALLOY AND TEMPER BLADE 1 ONLY. 6063-TO ALLOY AND TEMPER i COMPONENT A D 71 T2 � t yJ Z' 2" 10,125- I- i` CA9Y 5"AA. 1/8' 1/6°' i oxgo- (1 7" 5"MAX. 0.192• 0,192" IvJ SIDE ANGLES a � 2d CORN R POSTS QTJALIFIED FOR USE W/ HV ALUMINUM ANGLES 11v/ 2.5• 7"NA%.10.190' 0,190' ---- BLADE 13) QUALIFIED FOR,USE W/ HV ! E ZGAUFIED FORBLADUSE I�, 5p 2" 5" W/ HV 6463-T6 ALLOY AVD TEMPER BLADE 1 ONLY. ! MAX. " .731" 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER ( ; I 0.139 10 ceeArsr�o„' FLORIDA @111L@!NG CODE(Won High Velocity Hurricane ,Zane 01 'kt'K ` � ..c{I (0 2017 EASTERN METAL SUPPLY, INC. m2017 TP_TECO,INC. ''. � • BERTHA V � ENscr ✓` " ��� TA, �; I p�C. : M Accordion Shutter System � H.v. DaDE#1 w/OR w/o H.v.Wiryornv BLADE Anerlcan Shutter SystemsEY.N DESCRIPTION DATE DRAWN 9Y: LC. S f+`� y�• I TICCIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 15-065 7/27f1GATE: 07/27/17 �1+ EiTAT' *p i� Y 6159 kX.36 2 SL,Se 3C9„MA&Y t GRQENS,rtCRW 331b 4268 Westro0ds Drive z •;~rr�y p n �; Pf—:(305)871-1530.rq,:(3D5)671-1531 DRAWING No • ,Las • ct/i117J� ✓ L4 6-mal:Vt66oBCoixon West Palm Beoch, FL 33407 3 +f'�y)'�'y•�•y•..... q :.; Ea_caD6719 4 17-107 P. +NryE "• SN' y11t WALTER A.TICCIT Jr.P.E. P.E.•X.its�, � PrI {)A,G FLORIDA Lia fj 44167 6 SHE�OF 20 Y !i i • IY f1 I� p II ft _ 4.860" I 4. 1/4"-xO ,=qE CA6i --- —•--- t .74°5" ,9yj�_i 7'" 0 <" fIAT 11 `i TNFEAO O HOU9N0 ETUNEL S.S.N.S. 1 1 P.+KED PANTEI) 11NaEADEO E CAST 0 D PVNITO pp 1 ORESTURN KNO& I i5 'I..1.12.e•.' t i �' 'y' �i � �'i ,316 - - ���A" GRASS CYLINDER GRASS CY0,MER U KEYS(CHROME (CHR04E PLATO) I � i �7 m 1 PLATED) 21 � ��s. L LIFIED FOR USE W/ HV DEC& ;ONLY f2) FAV FLOATINGc 1 HV Ofj$ ® HV HGRESS 6063-T6 AL1. D TEMPER QUATTJ fEL' FOR USE YJ/ HV BLAQE 1 & tA.ONLY ¢j 3,023' 1 75 QUALIFIED 0R JOE W/ HV QUALIFIED OR � j HV • 6063-T6 ALLOY AND TEMPER; �3; HV GARNER CENTERMATTF=. BLADE �1,A�ONLY, 8 1�ONLY, T C�LIFIED FOR USE W/ HV 81ADE(�1ONLY `-250-O.D. I ( 6063-T6 ALLOY ANp TEMPER PUSS HENU °6° . MOMED 10— 2 j } "4.045" SCREW 2.079 Oi ppp!�.r�-r io "L' °" •yo " 8 5"; -.1360'AFTER FINDING 1/4" 20 X 3' q" BEFORE RIVETING n ( I 0- 1,/4"0 0 RIVNUTn OL �SERIES 0444 ALUMINUM(2024-T3 ALLOY)WICE FLANGE THIN yy' I t I lMFET htUTSERt.PART(<0820,A9,MNNrACTOREO BY AVOEL ss �� HV MALE T CHERRY TINMAN.PAR.JPPENY,NEW JERSEY 070.14 OR EQUAL. PLAN N FRONT ELEVATION , 'I " 4.560" Lf]C S'E<<b RNLY " " "T" LAGK HV ALTERNATIVE LOCK LOCKER FOR "T"E OGK GENTEPMATE QUALIFIED FOR U5E W/ HV BLAO(,1 ONLY (2g NV FEMALE T LOCK CENTERMATE ' !�Y 6063••T8 ALLOY AND TEMPER �'' QUALIFIED FOR USF. QUALIFIED FO .USE Wj HV QUALIFIED FOR USE W/ HV BLADE CT'ONLY ;4 QUALIFIED FOR USE W/ HV BLADE('ONLY W HV BLADE }ONLY, BtAOE F05 ONLY. 8063-T6 ALLOY AND TEMPER j 6063-T6 ALLOY AND TEMP&, W/ HV 1,AJ7 -.1-Tr��. I j) 3r6J F_ .06 • " i 4 TNUMBTURN 3" CYLINOER OR .214l' $ .063 .062 .214" 82'� KEY CYLINDER a 'E __a. 545' �.� n, "�I •n I 0.875'Mtn, 1 ,125"Max, �1; G-13OD 'GE�+JTERl4AT � LOCKING �-0� 40� �o0 �`` OU •iE0 FOR USE t"J V BLAOE,7 & A: QUALIFIED FOR USE W/ HV BLgDE`1,,1& (t A) I t1!11 4.I 808$-T6 ALLOY ND TEMPER - 'I 3�3 S l 6083-T6 ALLOY AND TEMPER s vAR1Es, t2°hnrJ, _ ' -m t/4'P-xp G.s CR a/G•c-t6 moo" .-i ALLOY NO TEMPER , "-ACETAL TNiJRi6SCREXg. i it *1/2- I aY-:;;,, THUNBTURN 1 (SEE DETAU j I CYUNDER k ;1 O _ OR KEY .�-.. -t5' 1, in CYLINDER LOCKING ROD� 76 MOK, QUALIFIED FOR USE W/ HV BLADE'i i ,c, ' 6063-T6 ALLOY AND TEMPER '+��• HV 3,(8 �-1..6 ACCfAL '37) jiy 1Z4 0-20. AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. A STALLATION VALL REQUIRE A 7/16" i-' E THQN18SCREtMS { k S.S. THUM13SCREWS 'QUALIFIED FOR USE Wj HV BLADE& 0 ILL AT.TRACKS FOR PROPER EMB ,ANT QUALIFIED FOR •,y NV..IADE`� QUALIFIED FOR USE W/ HV BLADE G :FLORIDA BUILDING CODE(Edon Nigh.Velocity Hurricane Zone tti(IJ(,C� 7744��^' X201 TCO,INC. ®2017 EASTERN LIETAL SUPPLY, INC. ZE 8 ®aft ��® Accordion Shutter System p ; u H.V. BLADE#1 W/OR W/O N.V.*11)(7J BLADE 3 ARtorlogn Shutter Systems TIL:LIT TESTING k ENGINEERING COMPANY tf•N DEscgifnpN PATE DRAWN BY: L.C. _T. �TA ! �KInc. T OLD 15-085 7 217 17 DATE: 07/27/17 GJSJ Nat.36:n.SL,Sia SDS,VJiPNYt CAR7�tS,FLORIDAfLWTOA 3716 Association! ncf 'i• Phone j3p5)871-1530 f0,:,(:05)871-1531 4268 V+lestro0ds Drive 2 4 Ii a-m03:tatc:n9ao'.E4m West Palm BeacF, FL 33407 3 DRAWING,No : .r'°•."lppefi$. <c ti� 17-107 ER-0O067SG t4 WAL TER A.TILUT A,P.E.' 4 gg it FLO^ICA Ua;�44167 3 SFjFEj SEALtL3�A�fiE`,4DATE G 3. OF 20 I is ii U II SHUTTER ASSEMBLY SCHEDULE FOR 1 21 Mw, CE HV M HV 9 TO BLADE Tl P .9628 (3g C E I ,- A, 0625 .0825" HV BLADE 1 1/ R- -0 —2—-- HV-;�,'&BLADE' .08 HV BLADE 1A 18 y y. BLADE's 5-0 OPENIN .0625 ,1. '" KV LONG RECESSED NYLON BLISHIN(, KNUCKLE E.0 343 TMPD HV SHORT RECESSED NYLON 13USHir;G @ 11" -FIAT PORTION a wMel E [7= F-HN _41 E 22 40 HV NYLON HAT WASHER OOR @ Y, 01 HV WHEEL CARRIAGE AISI 302-303 SERIES 1 02, so X 11 44, 0.870-*3/16- THICK NYLON WHEEL. 2 7/8-MIN-; HV WINDOW SEMON; 100 3.7500" 0.188'0 AISI 302 SERIES S.S. RIVETt� I DENT" • 25.0 'am -06 Ln OPENINGS W.N ON C UTER EXTERIOR .7 HV 1 3/4 ACCORDION PIN W1 #8 9EAD EXTER SOO" ACCORDION PIN W1 #8 AEAD HV 2 3/4 5" �2 1 4 @ 39 t'r CLEAR 8 IEEN TYPICAL HV WINDOW BLADE Q AND it RR nnATDv POLYCARBONATE IMPACT RESISTANT HV WINDOW _nr- ;POLICAREQUATE HV WINDOW DETAIL (D OR (D Or @ -E NOTE FOR COR (a *POLYCA SONATE IMPACT RE51STANT HV WINDOW ((SEE BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SABIC 12'IAN.CLEARA ICE INNOVATIVE PLASTIC LEXAN 103 RESIN PIN REAUIR MENTS AT EXTERIOR BLADE KNUCKLE FQR TO BLADE BOTt Ij (SEE NOTE "F" ON SHEET 19). my in Hy(1-4 1 1 711 !1 (1) HV PIN @ SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEMW/ HV(j) OR T�— POLYCARBONATE SOURCES FOR(R gkicAL sHurrEg ASSEMBLY EXTERIOR APFUMUZ FA=LT HV (3 BLADE. MIM PROnFITIES /STAN -M PIN 01 @4 ATI REFERMCt HV (2) Hv PIN @ MAY BE USED IN LIEU OF (a AND ONLY AT I; @ EXT?RI ILADE?S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D 0.324"-, J1 R (SEE �0179 " FOR ip1=0 ORM" ASTI$0702 0.043 0.043 th1d BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7.. REQUIREMENTS}as ) Tfu.0 Yinp 3TRUMTH Ast"0638 0,400 P...L 6,600 P.0, TY ftEnm 57w4TO AT TlELD A5T$1 0700 12,tw P. 11 J. 13.400 .1 (3) HV PIN OR W/ 1/2" O.D, 1/18" THICK S.S. WASHERFILEXUR&IJUDOWS WJ D790 !Q=P..I 2.6.000 p-.1, IlIPACL SHALL BE USED FOR DIRECT MOUNT INST/-i-LATION PER DE1A1L X, Nn !IaTChED IZOO AStO 0256 16 FT-1bM 17 FT-IbA. SHEET EEL CARRIAGE DETAIL SMOKE DENSTY AM D2843 47.2 X 04.5%W T „y', SELF LAD-UT RATE Of BU91ONG ASTM C835 0-1 GAMS C-1 CLASS SW 12W110" AM ol42s 19{0T SW-F AM 0165 TV4M MVIM AFTER WTATHERN01 AM e3a 9=Pi. 8840 0.03.HV BLADE SWd A I-A HV WINDOW BLADE DETAILS Mali SYMS DIF049 IYE4MING I MIM&M 8481 p.11 880 P.0. N.T.S� I V k k rLORIDA BUILDING CODE-(Non High Velocity Hurricane Zone� 02017 TILTECO.INC. 0 20 7 ERN METAL SUPPLY, INC. E BERG ISA W. Accokdion Shutter System A OECO live. AXAAM H.V. BLADE #1 W/OR W/O H.V. WINMW RAM .A* orican Shutfer Syskmis icy.N. TiLUT TESTING & ENGINEERING COMPANY DESCRIPTION DATE DRAWN BY'-L.C. 5356 N.Y.NAY.10th.St..St,.305,KRONA GUIDSIS.FW 1, oi Assoblaffon -085 tint 33 Inc. I OLD 15 071M DATE: 07/27/17 Pn� (305)671-1530.Fox:(305)671-1-31 4268 Westro6ds Drive 2 DRAWING,No 0-01%t1-.0C.ft.%C0M West Palm Beach, FL 33407 —3 17-107 WALTER A TILL'T 4.P.E. 4 Is FLORMA*L:,C.#44167 5 SHEET IGNATUR DATE 6 d OF 20 I' Ii �i NQT6 ON HV LACKS AND CENT RMATES: A 0 0 0 �.7'• Tm N S F V I 1R % I �,.g(.�i�,+�j 1.MANQgjgRj'CONDITIONAll ONE kV LOCK�or�SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR,ANY SPAN OR 12'ABOVE OR BE,L•<OW �2.OF SHUTTER SPAN,FOR SPANS UP TO 108",AND FOR INSTA TIONS T ANY J t r ELEVATION. HV LOCK{4'or 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 SHALL BE AS INDICATED ON j TYPICAL SHUTTER ELEVATION. m 4,w v Il I 2. C CONDITION#11,IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV { 18 ox`0 ii LOCKS tE , OR�8 DAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERl4ATESOR I ; V j ' f r LOCATIONHALL BE AS INDICATED ON NOTE OF LOCKS SHALL BE AS INDICATED ON ABOVE. SHUTTER ELEVATION, I e° N f V 3 . QkOi4AL CONDITION 42 06UD ONLY WH'n - �" 4 5E0 W/TVIO H.V. LOCKS}: LOCKING RODS ARE ATORYNOT REQUIREDCONDITION til AT URRICALjMETE0NE POSITION, BUT MAY USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS Op OR AN ALTERNATIVE DEVICE y I, , MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). i 4, ATORY CONDrttON ONE HV LOCK'2 .5'^�iAi.L BE USED AT CORNER CENTERMATES FOR ANY SPAN ^ Ir I AND INSTALLATIONS AT ANIS ELEVATION. HV LOCK I or,2�SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, E I� ATTACHED TO 1'`'S CORNER CE MA W/(2) 1/4 0-20 x i/2"LONG.FLAT HEAD S.S.M.S.TWO LOCKING RODS I& AT TOP do .O.AM SHALL B.%R USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. OHE ALTERNATE HV LOCK MAY BE USE�IN LIEU OF HV LOCK or 5 FOR ANY SPAN AND 1 n° i INST CATIONS AT ANY ELEVATION.AL RNATE LOCK 12f MAY BE USED AS AN NSIDE OR OUTSIDE LOCK.ATTACHMENT OF 1/4"0-204/4"S.S. THUMBSCREW TO Q:OR(t2 CENTERMATES SHALL BE MADE W/1/4'0-20x3/4"ALUM. RIVNUT AS SHOWN ON SECTION HvE, SHEET 8. ON LOCK SHALL BC USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. �•� �� I S. MANDATORY CONDITION 6 FOR KCZti NE YANG INSTALdT10NS: ONE HV LOCK 0 or @I Or @ SHALL BE ( I II I USED AT I/2 OF SHUTTER SPAN FOR ANY SPAN OR t2"ABOVE OR BELOW 1/2OF SHUTTER SPAN FOR SPANS UP TO 08",AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK 0 or I£S or 0.MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 23 or .SYMMETRICAL CENTERMATES Wr(2) 1/4"-20 x 1/2"LONG FLAT HEAD S.S. SEE END--- 1 M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 3^W/ CONNECTION I � 1 i 3 OR t TOP AND BOTTOM IS COMPLETELY MANDATORY. GETAILS ON ° r E R I J K � u P SHEETS 10 k EICHT. F1l�L I1 ` ` *NOTES ON HV "T" LOCKS AN 1(�Cf'NTERMATE6 OF CORNER i " wJ.r+rsEOencI1.. 't �—�� CENTERMATE ONE ALTERNATE HV "T" LOCK MAY BE INS ED IN LIEU OF HV LOCKS OR $FOR ANY SPAN AND jDa�}c�(�•' 6R(8?oap�.(�J3)ea t INS ALUiTt N A7 ANY ELEVATION.ALTERNATE COCK Qj(LLI1AY BE USED AS AN INSIDE QR OU IDE LOCK,ATTACHMENT OF LOCK INCLUDES USING,REINFORC NC LOCKER 1�,7, AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE Oj.C51onQ) (j�'�ea(1.71,;1u,oa ._._.._�J CONNECTED TO CENTERMATES @ AND W/ 1/4"0-20 x 1 1/2"LONG S.S. THREADED BOLT W/ 7/8"0 x 3/32" ,•� WINGNUT OR W/ 1/4"i5-20x1"S.S.M.S. INTO A 1/4"0x 8/8"RMNUT.��s�OCK MAY BE'INSTALLED AT MIDSPAN OR 12" 6?•(7)+H�Inn + }+Cg�- MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS 3 TOP AND BOTOM IS MANDATORY, • s}�A1��• as7I•p71Dq ®+,03toa 9-3..i 2 5 *NOTES ON E{I�I.AGi�S Fc G£N R�r BATES! p� 1. HU h4 Yt(�,D ,RAIAT EMIPI 732 Wf� :ONE ALTERNATE HD LOCKS& MAYBE USED IN tiEU 4F TYPICAL X) BY BLADE SHUTTER ELEVATION HV LOCKS(;L4 OR;V FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED N.T.S. n AS AN INSIDE OR OUTSID LOCK.ATTACHMENT OF HD LOCK 13�'TO IS W/ 3 OB x 3/8"F,H.S.S MIS AND INCLUDES t! REINFORCEMENT.INSERT'L31 AS SHOWN ON SECTIONS HOB-HV$AND HDC-HVC,SHEET 10.LOCK MAY 8E INSTALLED AT j� MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN,USE OF LOCKING RODS, '15 COMPLETELY OPTIONAL. IJr�`JPO�fssoiovA,fnf FLORIDA BUI ligh Velocity -Hurricane one yi4!p�'M„ •. f�'�' 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. BERTHA TM Accordion Shutter System H.V. MADE#1 W/OR W/O H.V. WINDOW BLADE 1l� Amtlricion Shutter Syafems 4EV.n oescRlPnoll DATE own BY.' LC. •, '( �F /It' TICCIT TESTING Ec ENGINEERING COMPANY p ..•. Ua4j 47' W55 N.w.SOUi.SL•Sie.305,VI rNK GARDENS,FL(SPA MISEA$BOCioficn, Inc. I OLD 15-065 712111 DATE; 07/27/17 FMne (308)871-1530.Fa<:(305)871-1531 4268 Westroods Drivo 2 0—1:URnWc6oeow. West Palm Beach, FL 33407 s DRAWING No Eli- • -.'ONAL 0',' WALTER A.TItUT Jr.P.E 4 0-107 P.E. SEAL759CWUR,/DATE FWRDA L. 44187 s SHEET s 5. OF.20 a' l POURED CONCRETE I--CONCRETE ANCHORS OR CONCRETE FLOCK POURED (SEE SCHEDULE ON REQUIRED 4*0,-2Qx3/4'B.S. CONCRETE— !I I I(C. POURED— SHEET 13) CONCRETE ANCHORS �A NC SCREWS CONCRETE REQUIRED It (SEE SCHEDULE ON Vl/ 1/4'-20 REOU'PIED 190-R rcm(SEE MOU.%Uq@0N'SHVET 7) SHEET 13) NUTS 0 12'D.C. CHORS CK ��L ON SHEET 13) U, R14 Min t/4"6-20.3/4"S.s. REWS E. ED EQ MACHINE SO USING 1/4--20 NUTS 1/-2, E:- z_=_ EQ 1/2. .....1 0 12"D.C. D.. 250"Max. 1.3 OR 1@5 5 .250' 1 .250" E.D ("Max. OPTIONAL -OPTIONAL m sirww 'MIN.SEPARATION TO f;VSS EXISTING SCI-EOULE ON SHEET 11)'_ L smZia oN'Qu to --(SEE I I FCR S.ACE Cl)OR (&o GLASS EXISTING 1 MIN.SEPARATION TO CLASS GLASS 7(SEE SO HEDULE ON SHEET Ill) cLA — EXISTING 11 ss - 'I —4 .1 ;,C)Hy WAS 6-EA R INSTALLATION -'CA BY W&L-HM90 51ALLATIOU JJV MtAW_h9Q9LM_STAU_AM0N + KEYSTONE ,—(SEE S�HEDUI C ON FOR Eyx J! I 1 — —",—lit I MIN.SEPARATION TO GLASS EXISTING (SEE SCHEDULE ON SHEET I))— GLAS EXISTING 1)OR (Ro .10 To (FEE I I MIN.SEPARATION TO GLASS GLASS�: ON SHEET SHEET 11) "ZITO 1. 9 EXISTING ;0.4 0OPTIONAL 1/4'�Qx. OPTIONAL 13 OR 15 � OR l 3 LEO PH'LU S TRUSS HEAD �3/4"B.S.PHILLIPS 7 MACHINE SCREWS USING MACHINE SCREWS ' 1/4'-20 NUTS 0 12'D.C. (SEE SCHEDULE ON W/ 1/4"-20 HUTS 0 12-D.C. CRETE POURED CONCRETE— SHEET 13) CONCRETE ANCHORS VIWE`�HO POURED CRETE (SEE SCHE�"LE ON SHEET OR CONCRETE BLOCK 199NCRETE ANCHORS REQUIRED OR CONC E BLOCK WALL REQUI (SEE SCHEDULE ON OF HV WALL SILL INSTALLATION CD', BY WALL SiL Im POURED CONCRETE—/ -SHEET 4) OR CONCRETE BLOCK WALL REQUIRED (9) RV WALL SILL INSTALLATION INSTALLATibN DtfAILS WZ I- SEE SHEET 4 FOR TYPICAL SHUTTERE,D. EDGE 01 STANCE HV BLADE ASSEMBLY (SEE SPECIFiCATIONS Ot!SHEET 13) ON 2-MOUNTING SECTIONS CAN BE COMBINED IN ANYWAY TO SUIT ANY INSTALLATIOIL L- - _it#,fit High.Velocity H,urricane Zone: k T/I FLORIDA 6ULD1111 CODE(Won H 02017 TILTECO,INC. Q2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System Ail iSimH.V. IMADE#1 W/OR W10 H.V. WNDdW aXt Als Amddcah Shutter Skstdirns IEV.0. 013 11 04 DATE DIAMIN ElY, LC. T;LLIT TESTING ENGINEERING COMPANY 0 sc.Ste.305.VIRM�CMDENS.FLOFMA 3316 Absoclation, Inc. 1 07/27/17 DATE 07/27/17 0 8398 ILI%36� Pwu (305)971-1530,Foe�(305)871-1531 4268 Westroods Drive —2 —DRAWING No ­dj:tht-2.0'... West Folm Bench, FL 33407 3 B-0006719 17-107 IVAL �Ltr Jr.P.E. VIAL76 A. 4 FLOROAA LTi�l.#4'4167 5 SHEET P.E. SEA SI N Rd DATE 6 6- F 20 i' II i� CONCRETE ANCHORS vx saPAanuv i I OR 0 -- ! MutT CLASS POURED �(SEE SCHEDULE ON SHC zT 13) i Ta tatas� � F CONCRETE ` -i 15 Ewa+ iI EXGLA55 , 1 l-(5EE 58EEET �[oN , y REQUIRED s_•r�-.... —.-. EDGE OF a+yr/$ ! MY{.6tPIAMIClt BNEet tl) ,sl SLAB if \ 1 -•-'-E.D.r APPLICABLE EXISTING a i ALTERNATE if ,1 I EXISTING 1 T. ""r• EO_! !E ANCHOR GLASS 1.I LOCAItON' I ,li I //''�tOxJ/4"HEX WASHER HEAD 'i i ! EDGE 1 ON 7 Ott, ! Sfa';Mla. - / TEK SCREWS. 12"D.C. &� ( SLAS OFF ++ 3j8 M CONCRETE ANCHORS , APPLICABLE 'a I II (SEE SCHEDULE ON SHEET 13) Eq I ED i EDGE OF 1 ,{I IF I r EXISTING ; ! I!! EDGE CF-- i�j !j2" !I� I" EOOE OF ! J'�----- APPUCABLI _ •;__),�,,,._,_-- GLASS--"^ i AP LAD I9LL i ,q, )I' E.O.. —SLAB IF �.._.. _..6 .,._—• POURED ut4 StPMA•xx1 APPLICABLE POURED _ r- FLAT HEAD CONCRETE ANCHORS I TO E Aw CM '2 CCNCRETE.-. E•R. REQUIRED (SEE SCHEDULE ON SHEET 14) „�.,043xxaE 9fr17 POURED —.-- 't ---.-` --- --- REQUIRED FLAT HEAD CONCRETE ANCHORS ! 1 �19 � 11�OR G`REQUIRED D.• II -C.O.• (SEE SCHEDULE ON SHEET 14) �, vma�t I I 11 TRENCH INSTA,LATIAN {? D ONLY FOR UP TO +70, -75 PSF A.S,O. �� U HV WALK-OVER INSTALLATION DESIGN PRESSURE,RATINO & FOR SPANS PER (�I I HV FLOOR I INSTALL TA ION t SCHEDULE #3, SHEET 11 HV CEI INC INSTALL-AIN 1 EAST I��i'AMlTtiiwN I CONCRETE ANCHORS uv,svAwraN 1 I€ 1/oro RW a1 wl (CH OST I$) T m ansa .t 1 `•'I _-^-^--•^-- •-�. SHEEfSC SCHEDULE r oW/ ex sxtsT IIt ( O I '""--(ttt sattmLe t (ti !+ EXISTING .��1.-- TECNs tjt'0 PGaORS I I/q" t EXISTING.� RU E GLASS! uN.6!PAwr,6N To awY ii G'.A55— FA5TF7.• TAFfM*ANCHORS W/ AX, -'TIBC(sa6Wle G!1 ex[[t 111 - '—"ZIJ YN.COW10 N rc I s'hXN.E41aEDl.1DJT O B' CLAS I O I I I t I(tet somw•C av I wrT„! QC. OR UP To W'O`SPAN MO ! FOR SP... LARGER 7. f // 6'-0'UP TO B•-0.MO.APPLY HEAZ i/ VAX. f � .11 .Q ht tVkli!SE tYJTE T GY�� 3 B - • , ''! I �j10x3/4"HEX E.D! OI-ET If FITC U}AUTI0.Y � VAX. 0. ••.- ;1 OR I 'f.' i I u,x1 i i '-T K S HEWSD i I �I ! ,! C SFAtAx7 - nq jf -I r-L / 1 i3/�" j 1/A•P-20.3/4•SS M 014x3/4" HEX HEAD.,'. n 1 TEK SCREWS®0,"O.C. ;' / 1'-' h,,f ✓^(J1 Axa/4"S.D.S. !! __ I/4" us INO 1/4'6-20 NUT OR I/4"o-20 5.5.M.S. CONCRETE•+NCHORS 1/} .u'�' �' �'�? p 9"0.C. •I�2 ___ _ Max. I.I, . i 9HEEi C4'E>+1LE ON » - o t2'o.C. ("1/NUT D 9"O.C. ,� I �EXISTING NON STR -- Tye______ / / t 17 Gn 13 1 p•i ` I• 17 18 Ss 2.oEoialN. WALL mnr(DEC ! EDGE OF // \\ -�\8140/4'rA.S,b.S. ' MIN. SEAS!F, t ;� 1 \ i•- .• PiwRr'.A coNCNE .t". �I 1 1 7/8""-1.-•I 7JD" '. APPLICABLE- i_CONCRr:ANCHORS "'SEE NOTE 13(6) �L 9"B.C. 1 REGumEo E.D POURED CONCRETE (SEE SC}ECULE ON ON SHEET 1 \ SCE 'NOTE OP CONCRETE BLOCK SHEET 14) POURED RU ONCRETE BELOCK ON SHEET t `/ RLCUIRED ;� REO CONN �I � - "I OPT(ONAL—+ POURED - -- , HV, WALL FLOOR WsTALLATIdN Ll HV WALL WALK—OVER IN^.�,ZALL.ATIQN MAXIMUM SNIITTER£SPON 6RE55URE:+61,_72 PSI CONCRETE iI - REQUIRED a HV RAINQUARD INSTALLATION t }° I( THIS INS WHON SHALL BE PERFORMED I-E FORSEESHEET 4N FORNTYPI-aECALCSHUTTTIMER FE C SPECIFICATIONS ON SM 13) OR ENTRANCE OPERABLE EXIT S LIMITATIONS ONSHEEETU19 FOR r.-,, ASSEMBLY , . � �: INSTALLATION �ETI�ILS W,/ � HV BLADE 2-VICUKING SECTIONS CAN EE COMBINED �±p�Ly g `'`` FLORIDA BUILDING CODE i'�on High 11elocity. Hurricane .Zone IN ANY WAY TD SUIT ANY INSTALLATION. .ITitlP 7/'�� 02017 TILTECC.INC. 020I7 EASTERN METAL SUPPLY,INC. % ismBERTHA HVTM /� Q /�, Accordion Shutter System y " H.V. #r1 W/OR W/o H.V.WINDOW 9LA� +1""y �f• ,; TiIIIT TESTING 6c ENGINEERING COMPANY Am $huger Syst®m� Ev.x DCscRiPTION oATE 0 Te. BT: L.C. 6355 B.W.36tH.St.,St..305,'ARGNN GARDENS.FLORAA 3310 Association, Ina. I OLD I5-OB5 T 27/1 DATE: 07/27/17 PMn6:{3Gs}s71-15m.Fax:(306)571-1531 4268 Westroads Drive 2 DRAWING NO • �O 'Q`{ L' t' o-mdc Tlitococ�d.00m Weal Palm Beach, FL 33407 3 17-107 7� �' ""• es Itl WALTER A000671pr.P.E. 4 ?"'-- 5 SHEET FLORIDA Lk,11 44167 P.E. SEAL/SIGNATURI/DATE 6. 7 6F 20 i ' 6 ti it S�ENDWAON pAILS_ON SHEETS 10 $( 18 (D p p ,A' �J SEE�IDiES ON LOGKlNO ROCS 3 HV LOCKS of OUT I N �.—EXISTING CRSS Ei INSTALLATIONS VY�� {�V m�MIC ALTERNATE HV LOCK®ON SHEET 5. 4' BLAOL SLACK OETA4 HY 15 VALID FOR ALL ;01 jIQLA E W HV CEN E.R TES O CENTEHMATES APPLICATION WITH CLARE It -AGCRQ«004)-@ +®04 i! OR y 0. uiALL CONNECTION. ` I L}G @oa t�«S0J' CA 11 !r—EXISTING GLASS $(LS 01V.SHEETS 2",2"M1/8'.C'-2 *.� I (�7, «(1��R%I aA O+�C1(1VR9)+N�7J1 Itl JI;1/4n 7" a 7/2^ 7n (6oBa-T6 ALLOY}auM. (J 1 j 11 OPPOSING SYMMETRYCAC ANGLE R l�a^P TAPcoN i jFt/z" cQ0?•� jl C M TES AlIC RS 0 CONCRETE I I C LMN. 5EPARAflON (TOP/BOTTOMI I _ #10.3d4'S.M,S.da 12' { i� 0� ; ' (4} 1041/2"S.M.S.TO TUB..; O.C. FULL LEIJOHT. V TO GLASS (SEE SCHEDULE AT EACH ANGLE(T'(P)I j ; i l ,, b * j �X ON SHEET 11) �I h - --------------- 1/2e tp I II �-o°" ( 3 caOCR©+06A(g)CR +aM 1-� 1� - `. a4 Z HVB //B�OUT Q4 V 10« 1(y�oK�«�aRQ.Qo4 HVA t Oq�aRl�/'Egs ofl10 pA —EXISTt 5 POURED CONCRETE BLOCK OR \J+07 +LJ04 60+ 70+1081 1p_ ALL QoRQ.�o4 «©aa _ ( REOU ED XISTINGCAj ! SYMMETRICAL :07 +Q„�« «�a {_ _ — p'�� N MIN, SEPARATION 1 7 LASS �, � "LASS CENTER�ty ATF_S r5.6-6-44-6011 'E0 GLASS r, SS \ 1 * ��^y (SE-SCHEDULE 5 i i"•"1"'—,�—.— — — o,l II W/ HV LOCK 1407 OPTIONAL L/f�_1 9*@-@. ON SHEET 1 t) , CA®+® * 7 'v t INTERIOR l`% @ LAIN. S'EPARATiONL` �L1}A} a TO CLASS (SEE SCHEDULE 1 IN OPTIONAL �- ON SHEET 11) (INTERIOR; / I - ---..—..-_ I-.� --. ...�.,�.�- OUT 1LCONCRETE * EI 1 ^( 1}_L I MICHOR5 ES I 1� 35 !;I VARIES -a4 i 3 _.l * I * 0' \ a IC --� '`.�•�7;c, (•)•), 0 U T 6 1/2"MAX.-I,GiS OUT ``— (EXTERIOR) 11 HVE �,.� 5` HVF** HVIJ 11+a,b„:r erail;,rA FLORIDA BUILDING CODE(Ion high Velocity hurricane .bone i -, +I..« ®2017 EASTERN METAL SUPPLY. INC. i G7.017 TR.7EC0,INC. PC= _Y Accordion Shutter System JALD RJ' m H.V. BLADE#1 W/m W/0 N.V. WND&W 6LA& .�f Amortcan shutier Systems REV.N qE RlPiigN OATC ORAY7N BY: LC. +8"t�'Q{•� I TILLIT TESTING do ENGINEERING COMPANY A08001CltlOn, Inc. 1 OLD 15-085 7/27/1 DATE. 07!27/17 b 8355 N.W.30:R.SI.,5U.308,VIMIA CARMS.FLORDA 3378 428$ Wastroods Drive 2 j t Ffione:(309}871-:VR .Fox:(3051671-1531 DRAWNG No a-mr41:6Roco0oaLacm West Rolm BeoCh, FL 33407 3 .�.'r4/Q••1••••(••.... t° EB-0006719 17-107 �,/rf I WAL7ER A TR1R Jr.P.E. 4 ” �r ieA�' j FLOW,UC.#44167 5 SHEET P.E. SEALS 5G 1* R±*/DATE 5 8• OF 20 ii i t, I` ly it II r '3 II ALTERNATE. INSTALLATION V "I" LOCK PO. f4V ; E "T" LOCKS C S 8 ce ENn CONIECTION (MAILS ON rtAR,dl JQ h1a INSTAL Tl-QN J) HV' GT9rAi0 D.I34 OUT N 1 In`'� WDE 0$ACK DETAIL MVj•Ui07CATFA ON SHEET a, y,y`/ HD CENTEi��IV RTES (� B (��y AS,WELC AS JNWRSAL FLCAfrO 9140E(M.DETAlL NCD-MID, �u�a•u+Qon b�o+TO•a. INDICAw,ON TMs SHEET,11,9E USED WITH Ti!ALTEANA `t 0 asr TiUN ti MY..<M INT,s MEET. $_ENa WALL GONNEOTION 1 •�°'�'��"®"©"' bETA1Ls ON SHEETS to .k is (noel-ra ALLar)ALuu. ( �1 35 utcLE w/(x),4•m ru•CON aro' , AN:NGTfS{o CONCACIE (DPTIc+w 4* (oPnoNu) (TOPOOTTCN) ------ ___________;____.___--•---• ._-_----- --,-- --- ----, _ - -.»__. -.___.--,�-. ta)j14•ifT SM.S.TO StiEE i A} aJA.S.O 12• _I '1- 4T UN AtiOLE(TTP) I ;/� �+'C•FULL LFNGMT. * 1{ I N - c.)M.V. FIN- (4)M.V. MN.4�uunml 30 HV "T" PINS(NP.) I, T u+ Pins(TYP.) {`�: tuTO MmR u 1 3 LOCK {INSIDE} 1 � N IMEa 1) i) A L3k IT- 269 31"'tJ 32 UT 31 oA 3�2 ! 33 Ii 31 09 32 afl ��31 DN 32 *SEE NOTE 6 FOR HV LOCK' 1/4" x-20 % 1 1/2" $.$.M.S, 35* (OPTIONAL)W/ 7,E8"0 % 3f32" wlNGNUT. (OPOaNaL) }N S-HV0QUTp —Wvc "T"LOCK.ON SHEET 8, /� II �J HV "T" LOCK (OUTSIDE)-' ;, 2g SYMMQRIQA�.HQ CENTERMATE5 ME[J�ICAL Hp CENTERMATES Ii BV* W1 LOCK (EXIERIaR) Wf LOCK (INTERIOR) f sEwEs 9444 ALULru+uN ji �•A 6. 7 an a a,10 m (2024-T3 ALLOT)VALE FLANGE MNII i w�a +�a®•� ® SM..ET NUTSERi,PMT%0920, 1t AS WANUiACT71t:ED 6Y AVOR CHERRY 7 , , TE410RO PARSIPPFJT/,NEW JERSEY / O,© O 07054 OR EOLML a •7 -(D •7 • oA a"�a=��C�t�p-��C�•� EE NOT0 ON LOCNWO RODS !10(, IOCNa ON ENEET 5 WCUTRUL rtOAT04 avara CETAS MOO-HND,s 1 V"FCA A.L'CENMMTES APPLICA.TiO,NS WV CLAD (D tlDI3"FIV{)u* tt FLOATING STACK ttI(F J� jA.•��>�tl .FLORIDA BUILDING CODE(fion.High Velocity Hurricane Zone ' .............. %I^b 02017 TILTEdO,INC. 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System I; V �(o , Ali' m m H.V. eutoE#1 w/OR w/a H.v.1MNDOw SLADE TILLIT TESTING & ENGINEERING COMPANY knorlean Shutter Systemd EV.N OE C Im N DATE DRAVN BY; L.C. Association, Inc. , oto Ts-obs 7 z711 DATE 0�/27/,z •: .,'•S{ t51 5355 N.tY,SON.SL,St..A3,GINE RINGARDENS,FMPA 33t£f Piwne (305)871-1530.Fox:(305)871-1531 4268 westroods Drive x a-man:t'Iteca®Ool.— west Palm Beach, FL 33407 3FR- DRAWING � •••-- Nttt}� WALTER ACTOLLLff Jr.P.E. 4 17 ° FLORIDA Ua. 44167 5 SHEET P.E. SEAL/SIGNATURF?/DATE 6 8 OF 20 I tl POL'ZED CONCRETE OR POURED CONCRETE POURED NC OURED CONCRETE OR CONCRETE CONCRETE R CONCRETE CON,!RLTE BLOCK WALL BLOCK VALL REQUIRED BLOCK WALL REOV.RED BLOCK WAU.REQUIRED REOIARED EXISTING GLASS —EXISTING GLASS CONCRETE ANCHOR—1 EI —"'T-—-� 1 —2"MIN.— EXISTING GLASS 16*D.C. EXISTING GLASS 2"MIN.— MIN,SSEPARATIONTO GLASS(SEE tk WN,se"TION, SCHEDLh.E 0,4 sti.FET MN.SEPARATION ED- EQ 73 GLASS,(SEE I I FOR FADE Q TO (SEE 70 GLASS ME I Scl.DLU 014 SKEET l/i6",,3"MAX. ChN SHEET 19-OR S"WAE SHEET SCHOULE ON SHEEIr '1 11 FOR r%AND it ON I - BLADES a)& —11 FOR SLADE([)AND 11 FOR MADE II)AND (6063.TO)CONT. SHEET 1/2" ON SHEET 19 FOR ttt TNN SHEET 19 FOR ALUM, CLOSER BLADES(D& 1.0f.AT R`�Zes(D&9 1 BITH 3" PLATE. ((LOCATE OF IE AT EITHER S DE MINI OF 4 4�U E I*OF?2"MAX, 1/2-MIN, I S, M.S. S PLICAEIl_E)x2".1/8"mO'-2" ALUM UV CUP ANGLE #10xt/2*SM.S'� 0 16'D.C. If oy it-—-—-- (600 T6 ALLOY)AT 11.1DgHEll'lG;.KT S.M.S.sT (1) #0.1/2'SMS TO IZ4& WALL AT 1*D.C. OR EITH 8 SIDE OF( (2)1 "0 TAPCON(LOCATE TO .CC lo, CATE AN SEE DETAIL X FO, D) AT (161 OR OR SEE PCT01M SIDE CONNECTIO I &X FOR TO TRACKS SID N 6 OR & SEE 0 L,EC FO 4 L ECTION 1, �'G-@- SIDE C TION 7 ro TRACKS /3-Q-0-87-QD-nl&O I@- To TRACKS T z)I@-@XD-@- 7 (D- 0 D E—MON DETAIL(4) Ve F-TV ")Tr4 (D 0,�� a\ T� @ END CQNNECMQR_QM (1) END CONNECTION DETAIL I& REQUIRED ONLY FOR AN GREATER THAN 12'-0' POURED CONCRETE OR CONCRETE BLOCK WALL EXISTING oxl/2' 'L_" _ JB O�"' N � C CH ;_ 't —EXISTING CLASS 4 REQUIRED GLASS MIN SEPARATION #11axl/2" S.KL TO GLASS(SEE 15"ox's' MLN. SCHEDULE ON VIM TO CLASS -(g)CR'gO @OR 11 FOR SIADIE(DAN-D CONCRETE 1/2"WN. SCHEDULE ON SH ON SHEET 19 FOR ANCHOR 0 11 FOR SLACEE(D 4 ------- ---- OR) (90R(D I I RA)ES(D& 12"O-C, ON SI�IEET 9 FOR CONCRETE—, le OR(D ANCHOR It 'Gj SLADES 01.a ------ - 15, TFI 11 MIN, rS D.C. r MSF L EQ'i 10 OR(g)CR(D OR 21 MIN, 2'MIN. 4 SCC UIAJIATIONS OF USE FORiIi 6'1�­in 'w BLADE UA ON SHEET 19 OR OR 52-111it D OR PLAN ©OR (91°\ .31 0_0'@ POURED CONCRETE -1- 11 -0-@A�0'0- END IN TALLATION Al CONCRETE BLOCK WALL M HV BLAbE OR 16 HV WINDOW BLADE INTO REQUIRED CONCRETE OR CONCRETE BLOCK WALL. CID END CONNECTION DETAIL &"'s C @ @-* @.@-@.@ TION DETALL J6on.align_FLORIDA BUILDINGCODE(N _VelociLy.Hurricane Zone, 02017 EASTERN METAL SUPPLY, INC. 62017 TILTECO.INC. BERTHA HVTM 3 Accordion Shutter System H.V, MADE#1 W/OR W/O k.V.WINDOW RADE Amoricam Shuffer Systerns RM At DMCRIPTiCtl DATE DRAWN BY: L.C. TILLIT TESTING 6 ENGINEERING COMPANY Anso6lation, Inc. I CLD 15-085 .7/27/17 4268 Westroads Drive 2 353 Klrl�_V1.1 5L,St..105,VR7�*%GARDENS,FLORIDA 3316( ....... :305)871-1530,Fax 1(305)871-15211 DRAWING,No . ..... 4 a-M.3:Uftc.0aw—m West PcIm Beoch, FL 33407 _3 Z" a r""TEll —107 "dIVAL'0 A.T.UUT Jr.P.E. 4 E =6719 17 ....... FLORIDA Lt.. 44167 5 SHEET P.E. SEAVSIGNATURF�DATE 6 10 OF 20 'J I� i, i� SCHEDULE #1 SQIFDLILF #2 j SCHEDULE fil MAXIMUM SHUTTER R SPAN'S"L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" yjAXIMUM SHUTTER SPAN*"L+" (ft.). FOR INSTALLATIONS W/ " INSTALLATION LEGEND .�.�5+ �4, OR "L-" {ft.} FOR R "L-" {Tf.} INSTALLATIONS C NT RM T S. 0 & or i or OR W/ y' GAJ,-S NTERM CONCRETE & WOOD (1) L+! MAXIMUM ALLOWABLE SPAN FOR A GIVEN wj ONE H.V. LOOK or or or f tT�Bt W/ ONE HV LOCKS MANSORY POSITIVE A.S.O. DESIGN PRESSURE RATING, HD LOCK W/ NO LOCKING RODS ,`� Or ONE HV LOCK or 4r® OR W NO LOCKING L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE GENTERMA 28( 23 W ONE Wf NO LOCKi C RODS / WALL B. C,OD E, L�, N. p, P,9, F.S.A. DESIGN PRESSURE RATING, W/ f1DS MOUNTING F. K & L R, S, & V. FQ"T" LUCK 30 /TWO LO(lL,K NG (SEF NOTES t,1t) (NAND FOR MOUNTING Q (2}PROCEDURE TO DETERMINE MAXIMUM SPAIN FOR RODS 35 TOP,& BOTTOM IffSEE - I: SHEET 7) FLOOR/CEILING 0, H. I, 11, J T. U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: N1� SS tt CONCRETE h Wo00 MOUNTING MWIAIM CONOR &vl00 INSTALLATIONS MVXWM, i !'UAVMUM CONCRETE ht GIVEN A POSITIVE A.S.D. DESIGN.PRESSURE RATING, ,ASA.OMON A_S O.,0MGr+ /1.5.0.aE3I0N INSTALLATIONS FRESSUAE WALL MOUNTING FLOOR/CEIU�:'0 PRE39URE WALL MOUNIING FRLMRE DETERMINE MAXIMUM SPAN L+" FROM SCHEDULE. RATING M NTING P TWO I JL !'wawa F1.oDR/CDUGNRG MDJNTING GIVEN A NEGATIVE A.S,D.DESIGN,PRESSURE RATING, (p.oa.) (Pa 1•) FLOOR/CEILING MOUNTING (F°'0 (+OR-) {+OR-) II(+OR-1 FLOOR ,ALL MOUNTING DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE. l t {!!) L-{!t) L 4 (T) L-{ii L 4 4) t- A). }I i 4 (4 L-(R) MAXIMUM SHUTTER SPAN "Lt' OR "L-"FOR 30 OR LES i8'-0" 16'-0" 18'-0" IG-0" 30 16'-q" 10'-0" ii 30 6'-D" 16'-D' INSTALLATIONS INTO vJ0O0 SPALL BE LIMPEQ 1U FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10" 74'-10" 15'-2" 16-0" 35 i4'-10" 14'-10" 35 19`-2" 16'»SO" 105 paf.A.S.Q.DESIGN PRESSURE RATING. M(bW[1G DETERMINED SPAN BETWEEN "L+"AND "L-'. 40 13'-10" 13'-10' 14'-2" 15-2" T 40 13'-10" 13'-10" 11 40 14'-2" 15'-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13'-1" 13'-4" 14-3- 45 13'-1" 131-1" (! 45 13'-4" 14'-3' 't HV CORNER CENTERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5" 12'-5" 12'-8" 13-7" - 50 12'-5" 12'-5" G 40 12'-3" 13'-," MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ FLOOR/CEILING MOUNTINGS: 11-10, t1-70 -i t2'-1 55 i t'-iq' n'-1G' 55 11'-1' 11'-11" SHALL DE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE NOTE 5, SHEET 5. 6 11-4 _11'-4 11'-7" 17-4" 60 _ 11'-4" _11'-4" li 00 10'-2" 10-11 RATING: 65 10'-,0" -To'-10" 11'-1" 11'-11 65 �10'-10" 10'-10" Ii 65 9'-5" 10'-i" DETERMINE: 70 10'-0" 10'-8" 10'-9" 11'-S" 70 10'-6" 10'-6" ;? 70 8'-9" 9-4' U+- MAX, SPAN FOR WALL MOUNTING INSTALLATIONS. Ls+a MAX, SPAN FOR FLOOR/CEILING MOUNTING 75 �._ f0•-1" 10,0-1" 10'-4° 11'-1" - 75 10'-1" 10'"t' V 75 - 8'-9` °��'EXCEPT TWAT MAXIIAUM SIIUTIER INSTALLATIONS. 80 D'-10" 9'-10" 10'-0" 10'-9" 80 9'-f0" 9'-10" it SPAN'L+"OR"L-"AND MAXIMUM AS.D.DESING FOR A GIVEN NEGATIVE A.S,O. DESIGN PRESSURE 85 91-6" 01-8' 9•-B" 10' 5° 65 9'-6" d-6" '� PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: .I OR CONCRETE BLOCK SHALL BE UM' AS FOLLOWS: 90 9'-S" 9'-3" 8'-5" 20'-1" 90 9'»3" 9'»3' DETERMINE: ---- tI 1- CONNECTIONS TO KEYSTONE MOUNTING W-- MAX, SPAN FOR WALL MOUNTING INSTALLATIONS. 95 0'-0" 8'-B" 9'-2" 9'-10" 95 9'-D" 8•-9" Il --- 04 8'-G" 8'-4" 9•-0" 9'-T {OQ 8'-9• - 8'-a" LIMITED TO +64,-72 P.a.f. AND 8'-0" SPAN, SEE L2-- MAX. SPAN FOR FLOOR/CEILING MOUNTING MOUNTING M�j'ON SHEET 7• INSTALLATIONS. —105 8'-7" 7'-11" 8'-9" 9'-4" 105 110 W-+4' T-7' 8'-7' 9'-2" 110 - 8'-4" 7'-7" ii FINAL MAXIMUM ALLOWABLE SPAM IS EQUAL TO THE 115 8•-2"TT-3" 0'-4" 8'-11" 115 -. 8-2' T-3" C• O' GI ,A, C ` MINIMUM BETWEEN "Li+" "L2+", "Lt-"AND "Lz-" 6'-11" 0'-2" 8'-3 120 y 8-0' 3 r7 J t- (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUMI 125 T-10" 6'-$" $'-0" 0'-5" 128�V-10" 6'-8" ' ALLOWABLE SPAN AND NEGATIVE AS.D. DESIGN 130 7'-0" 6'-5' 7'"10" W-I" 130 7'-8` 6'»S" ;j MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7" 6'-2" 7'-9' 7'-9" 135 T-7' 5'-2' ( WIND ZONE SPACING. 140 7'-5" W-n" 7'-7' 7'-6• _140 ?'-5" 5`-u" ( ASTM 'E-1996 SEPARATION 145 7'-3" 5'-9° 7'-5" 71-1.- 145 7'-3-3" 5'-0" ` TO CLASS 150 7'-2" S,_7" T-4" T-O" 150 7'-2" 5'-7" I; 155 7-o- -5" 7-2 6- 155 7'-0" 5'-5" 1 THRU 3 ill 160 6'-11" ;i-2" 7'-1" 8'-7" 160 7 11" W 2" 165 $'-1O" -1" 7'-0" a,-4T 165 5,-10" 170 6'-B' 4'-11" 8'-11" 6'-2" 170 6'-9" 175 6`-7" 4'-9' 6-9` 6'-i` 175 W-7' 4'-9" 180 8'-6" 4'-B" 6'-$" —V:-,—C" 180 8'-6" 4'-B" li 185 W-5" 4•-$" W-7" 5'-3' 185 0'-5" 4'-8" a 190 6'-a" 4'-5" 6-6' S'-5" 190 G'-4" 195 6'-3" 4'-3' 6'-s" 5'->" 195 6'-3" 4'-3" 200 6'-2" 4'_2.. 6,_4" W-1" 200 4'-2" , 205 8•-1" 4'-1" 6'-3' 5'-•' 205 5`-1" iN '°+iii FLORIDA BUILDING CODE Non.High Velocity Hurricane 'Zone . » 02017 EASTERN METAL SUPPLY, INC. .:,, •AtA1,�1 ep�• +_ 02017 nLTECC,INC. `t"' "4�j itpr$C '' ,gyp BERTHA H TM r A�.ccordion Shutter System Lf �.U1/ 1 Il C. E Ci H.V. MADE W%OR W/0 H.V. V71�CNV BLADE I 1<t ' (. AMoriecn Shutter Systems EV.N GESCRiPrON GATE DRAWN sr.ML(GY. L.C. b ti TILLIT TESTING & ENGINEERJNO COMPANY '}53•.,,,d, I t 1,1 ens N.w.3Ec,at.,sa.3G5,aRcuxA awDErvfi.r'LaRmA 3716• ADBOCtOtt011, Inc. 1 •OLD 15-085 7/27/1 DATE: 07/27/17 (305)871-1530.Pox:(305)871-iS3i 428$ Ylestroods Drive 2 DRAWING No i��1 1i1 f�� WALTER A. WeS� POIm Beach, FL 33k07 3 NAL , 1 4 17-107 ! FLORIDA Ua. 44167 5 SHEET' P.E. SEAC%SI�IATUE?E/l7ATE a 11 OF 20 1: 8 :... � t�if : v :l ':7-'!- :s t. a• c q:: .'far _ „•..�t . f,t`. •: •i.:al +: ..;. :ai ��•: ':•�r a u• O[�'iL'�3' MEN' [MaEFJaCisioOI�IM7mil m u mm',�i �a '�mmrnn`c'r'iE�mmimsd'r`�'irnnl� alonlcimlm aio�olli mpo : mminlrrol mmmn oolv�oolanora ®�imlmouoot7mmlm�i[�ono�EmM7dol i�rml�mmn[�tar[]rEmmlmlDEot�i7 mlmm11112 loraralmmllm KAMM ; ronam l01 ololppllaM3emlaciEltaammMauMileal locip lalr<iin�pl�ol �Mami>I[MfddnCA m MEN �pp�p O. R7 M�i0 pCM[M�Mrdlammlmp [MDIAM"ENKN"mn mmt�tfallrMm ®®Et70laiDEEi�[iOMIf��EElIIlEf17[MEOEEM]mIIE - oma[imiEnonop m Iaff"MO IOQmEQI®[�Di>)R7m II7t70uOMJ mi0m ' I � EEEE mm IN Ell M]0 ' [i m O iia mm •• faIFSlMial�=iial0l&] ma .. CtsKann �l Q7[M� > R� iE��j�IFM1aEflJmiF. . Rall Mws "ExdM]IM7 ' pM1 . Hum aamA� mRsl[M 1k7 m f aw"MEMICa mmi7daalaa"No a Alii m si[]tEIII�E[RlIf11InE M[Z[It [cl1 mlQci �lollmlmlflilnaa�i�m�7na�FlFlaarr RAMIKMIMEDlr! fJmM® &.111M Es iL71E [7lv��mRUN KnEammmluaiINQEE R UMEWS f mi71�0i:a � EE� Em ` M! ws mMNK1911 1111 Will mM�im HEmv®®ElvK-AKA��m�rmlvlriaaEEmmlolnc!]al0MitllaanM7Ei Mi Erum MIM !I]I[ IEMa p��aM>f [iL>!]taaaa o cepp p... QA ifilD=piO� ar7m�M®1Q7 f7' OM•, ild[MOA fIli7riaa EI"wo7ues"Mi "M7 as mmiMElEIEEEmI�E ' E Mi iifxiEMaa ®rnaaa iillQ![>!• aaE mlrn � � Ea�iaml mlviaou�a� •• ImeaaaEElmlimnnlr� 1"" ImMIiM)]Mi'' malSMm la]Oa[LYI I1�Cil7laa Ri• as O EES®�EEEEE� ®Mcamms EEEEERUM� ,. . .. .._.iQarmrup�nl�rapa�me[1al� . . Em � ®�aEEmmlm" M1111:1111 m EEmEEEEEEIIE#mHn MMIM �0�[iaam0 r� paMMMi ml�ITlIEk! a `"B mElvmaAMi L�IMMa mmElm as �1 i:M�iiE! m ww=laaa=am�lElQCS7�llM m EEEmInks aEn!<msO[&!1 MEE mmlmn�IraMaMalm oaaMammuvlRiolal�la vllaa m��VNFERIMopar[FiIIh7M>oLa Im oaMi mQR7aaoa�Sl FF aOt=ol7O�[�IE��.MeYMIM FO p� mm p 0 ��po �tas�..� E 7l7aa 0EEI0 ' @HE EE E EimMMCMaE a� calla O EEI� IM aEl�mmmE�EEE �mI� 1aEEE ' Ei=�SaEMllUaaM IM [i®4ilMMM3Ma EEmEEEEEEEE�EEEEE EEEEE� = '"musEmmQ�mEEE1°E ERUIN ImE ' ml iIR7EElE�alfmi@E aaaEEmmiE EMMEEE aQmmz=m v -- 11011111111 SM llslliaF�IcalE7 OE ®KHMON aEa paL>16I@@@m���pm pEO m OMaC•" aE�mEaaaa03"M=I=iaaoKmiMmcl lml�IM�aMMO ��EaaMM am W EES EMM Elll • ImessE �ECaMpaEEEIi M7Ms EO m a a Mim®m �a E� uu o f ®E E E� EEEEE EEEE�' EE�gwEEEEEEri..... EEEEEEEoEEE� mach Ea liM. EMiauMMEEMi _ lFiE7mm aaati'�1 ; aMMa asaaa aaiMFJ MIM mm Emaadammi7ai'�MMMItICipE"NEaaaiaEXIMS aMMMiui Ea aMMiam aMsaai7ap QOOOoi�E&i�IM 6iMidaaOmm E3 EaaE�anEaai.7��aaa®��FE]aEcioaEaFL�IaMMMiMMEi7 mffE]aaaaa=MIMp®mEMM a�M= M"= ME Np OO a a 1[iM"U" as 6i00EaaaMaQiEa Bill1= mem aii ClicfiE�aMili =iii E�]M P EMi as MSHIMS a a E a IMMEa 6><Eii E aMMasaaawggimugulm =MMP d ®EEEMiaaMiiiQiMMfO MiaiimMiER7aEi>iiQ1ERiOCMOaa[C1aOaaal7MiMi �Mffataaa ®�"i'gi pm ®E�E E=E E=EaOEEEEEHEEEaEaEEEaaEaEEclnpMIM�EEMaE allaaaaEa®Q11aO EaEiiallMiaaE1111. 20150116M/aaEMiiaF9E OURNaM•iidMlR�MJM�Odii II Ili `" • 'tirliY •iOL�i�Wi� r` 11 MAXIMUM ANCHUIll HOUR Fog A GivEN MAR. smrrmh PAN. 0;'SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A CMESEQNDI HOUNIING 1WE FOR CONCREIE OR 000ATE 1 1.ANCHORS 70 SUBSTRATE SHALL BE AS FOLLOWS: (BEE MC-JWNGS E�0,&H ON SHEETS 0&7) 1! POUF=CONCREWCONCRZ-Z CLOCK POURED,CONCRETE (A) TO EXISTING POURED CONCRETE: (Min.fe . 3 kai) MAXIMUM @WALL SILL MOUNTING @CE,LING MOUNTING (g)FLOOR MOUNTING - 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.SUILDEX.(Min.f'o 3 Iml) SPAIN ANCH935 SPACING._9UW 1/4'0 x 3/4*ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS.SCREW,BOLT&SPECIALTY COMPANY. (Min.fa 3 Iml) (N) _GN GAfi .. NNr." E N. __ �fd1TlE MiLNO --- - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP A:>MANUFACTURED BY FLORIpA FASTENERS DIRECT,INC. (Mln.PO 0 2 kai) TAPCCN OR 1 4'0 TAPPER+ANCHORS A5 MANUFACSUREp BY POWERS FASTENERS,INC.,ANO DiSTRIBUTEO BY PIN.POINTS SCREW,BOLT&SPECIALTY 307-46 00['8 00 120 too 200 S0, 05o if), .. 1201100 205 30 40 7 TAPCON WITH ADVANCED 12 10 - 7- THREADFORM TECHNOLOGY COMPANY R A AUTHORIZED - a 13 0 a', 14 12 10 0 �a a 1 0 1 0 14 12 10 3'-0" _1_ _ 9 8 d (Min.Cc 3 k.i) a14 2 10 0 U _L4 12 10 _L 8 _j_ G ALL POINTS SOLID-SET 2 OR LESS T4--12-110 1 9 8 8 6 0 14 J2 10 -as- 82 a 0 14 12 10 9 8 8 6 3, BLUE TAP W1 CAP NOTES: 'f-4 -12 10 9 6 8 0 7 4 12 10 9 6 0 1 0 6 1. 12 10 9 - a, T4_ 12 10 9 0 7 5.5 3,S 14 12 10 0 8 6 14 12 to*--9- TAPPCR+ A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OMAPCON WITH ADVANCED TMREADFORM TECHNOLOGY ANCHORS AND TAPPERt - - - - 8 1 6 9 a ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2". 4'-0' 14 12 10 9 8 8 6 6 14 1 a__R_ 8 0 0 14 12 10 9 6 8- T4_-f2-'W_9 _8 -'r_r-"Z-T4_ 12 10 9 •8 6 0 4.5 14 12 10 9 -8 5 4 d33 A.2)MINIMUM EMBEDMENT OF 1/4*0 x 3/4*ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8*INTO THE POURED CONCRETE-NO EMBEDMENT 17 111 10 9 8 8 0 4.5 14 12 to _0 _87 9 6 5"S 111 12 _D 7� S. 0 4.5 INTO STUCCO -20 S.S. MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO j4 12 10 9 75*3_5 a3 =-1'4--12 LQ 0 0 8 0 5 14 12 10 9 8 -7 1- 5.5 L�.-T-11,"&USE EXIST,AND I MINNUM FOR WALLS WITH NO STUCCO, T171. ,SI4ALL BE PERIMED. 1/4"0 5*-0 -W 12 10 9 8 1 8 1 6 1 e 114 12 10 9 18 8 6 55 14 12 10 0 S* 0 a 4.5, 41 14 12 10 9 8 7 1 4 1- 114 12 10 0 B 0,5 5 3.5' 14 12 to 8 0.5 5 3.5 .1 A.3)IN CASE THAT PRECAST,STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY BE FOUND ON THE EXISTING WALL OR FLOOR, I 14 12-'TO- 9 6 7.514.5 -114 12.7_0 IS 5 8 a As 14 _L7_10._!__E__r 4.8'3.75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID EEL FINISHES,ANCHORAGE SHALL BE AS INDICATED ON 6 1 -12 9JI 7.6 6.5 441- - 114 12 10 0 8 7.5 5,51 4 14 12 10 0 8 6'4,5 3.5 NOTES A.1)&A.2)ABOVE,FOR INSTALLATIONS ON'AM SIOVO OR EJFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR W-0- 14 t2 to 8 8 6 - 114 12 10 0 8 8 6 1 5 14 12 10 0 8 lis 5 3.5 INSTALLATION INTO EiFs im METAL STUDS SEE SHEET 2o. 9 a 8 14 12 10 9 7.6 54 3 114 12 10 8,3 7 3.5 4 1 3 14 12 6 8.5 5.51 4 3 - (13) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 1. 8 0.5 1 5 13.75 14 12 10 8.8 0 1 5 4 - 12-W -0 TAPCON OR TARCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED TW. 14 �W 8 6 - 114 L2 10 0 It 1-_r - 1/4 BY 1., BUILDEX. 14 12 " " 3 14� 12 1 9 6 0.5 4,313.5 14 12 LO_ & _L_.L- 3 �/4'0 K 3/4"ALL POINTS SCUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. 71-0. -1_2 -10- D 8 S 14 12 10 0 a 7 3 4 14 12 10 0 7.8 5.5 4 3 -0 SLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. ,IF I+ I I U O.Z 4 14 12 -0 7 7-e 4.5 3.5 - ii_To-,$-r 76-5 7�.-S-j.-S 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND,DISTRIBUTED BY ALL POINTS SCREW, DOLT&SPECIALTY 4 , to 6.5 7 4 4 T2_-I-11 1.6 0.5 - 14 12 1 0 7 7.6 4.5 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. I is- 14_12 To I i-a T-5-4 -- f4 12 0, -a-A_-S 14 NOTES: _o. 10 IT ii o r a 4 12 10 5.5 is 3.5 7 5.0 3 4 3 12A 9.0 0 4 3 - 14 12 0.0 14 T2-=1 a a MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCCN,SLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4-AND TAPCON T4_T722-91 7.5 o T4-T2-5,5;6 -37 ll-T2--5 -a 7Vq--4 WITH ADVANCED IHREQFCRM TECHNOLOGY ANCHORS IS 1". 14 _F TO- 13 915 0101 5 3.5 14 12 12 5 4 TT 111 10 1 0 T8_ 14 12 10 0 7JI 4.1 14 17 8-5 7 5-5 8.2)MINIMUM EMBEDMENT OF,1/4'0 w 314'ALL POINTS SOLED-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO f4_iT_l5.L5__Y 4 - - - 1`14 Il 7 5.5 6 3.5 __1 j_ .L&5 4.5-15 EMBEDMENT INTO STUCCO SHALL BE PERMITTED, 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 5.5 4 1 1 4 10.5 7 5.5 6 4.5 14 12 a " 4.5 - - - 114. 12 8.61 7 EXIST.AND I"MINIMUM FOR WALLS WITH NO STUCCO. it's as A's 4 - - - -114 12 9 ;7 0 4.51- 14 11 7 5.5 4.5 3.5 14 72- 10 0 74 - - - 114 12 10 f 8 8.3 5 1- _17 1-2 -0 -0 -5 4 8.3) IN CASE THAT PRECAST STONE PRFCAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 10.5 7 5 3.5 - =_.- 13 0.5 6.51 5 4 3 10 7.5 5 4 3 - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WZL FINISHES,ANCHORAGE SHALL BE AS INDICATED ON 14. 11 7.5 5.5 - - - 7Z 34-11.5 9 _6 -IF-4 12.5 9.5 6 5 4 4 NOTES 8.1)&8.2 ABOVE, FOR INSTALLATIONS ON VINYL SIDING OR DFS WITH OR WITHOUT METAL STUDS CONSULT TIIIS ENGINEER. 10.5 8 5 - - - - - 14 !Y- a I J.S 1�5 --4_- 13 10 " 5 4 3 FOR INSTALLAPION INTO EIFS WITH METAL STUDS SEE SHEET 20, .14 12 10 - 14 12 9'i 7 0 4.0 14 10.5 7 54 4.5,3.5 (C) ANCHORS SHALL BE INSTALLED FOLLOWING All.OF THE RCCOiAMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 12.5_FT-9- -z--i2--0 :�U_ .�L 9 7 4.5 3.5 3 - - - I I 14MI-OT-7- - - - - - 14 10.5 7 15.5.1�5 - _:- .- 115&S 5.5 1411175 1- I-I,! SEE SCHEDULE BELOW,FOR EDGE DISTANCE(C.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. L.5 7 45 14 11.5 7.51 6 5 - - - 12 9 0 4.5 4 -Z - I: - 14, if to 14 12 8 14,3 3 JI�JQ 1.5 6 _j_ _+_I M DISTANCE VERSUS 5 ANCHORS, 11.0 8.3 4.0 - - - - - 11 8 0.0 4 .1.5 5 0 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES,INDICATED FIELOW.FOR E.D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING - 3--_ --%-=-_ _ -1:F 0.5 5 4 To-b_T__0 -4,-Z7 z-=--z- r3.3 9.8 BY MULTIPLYING SPACING SHOWN ON SCHEDULE SY!HE FOU.OWING FACTORS. 9 it- - - - - - - 14 to, I3:5_ 7-1 W73-ri--47 3.5 - - - RECUCFD SPACING OBTVIED USfNO FACTOR,SHAI L NOT BE LESS THAN-MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 7. 4 FACTOR 74- 12. 14 IRS 1- -1 0 4.3 '717'i�l :F 7.b 5.5 4 3 - -z-7-6--fy ACTUAL TAPCON WITH ADVANCED 'POINT SOLID SET TAPPER + F23-O.y - - - - 12 9 0 4. _4 TX 7 0 4 - - - - EDGE TAPCON THREADFORM TECHNOLOGY ALL BLUE TAP W1 CAP DE OR DICTANCE MIN.SPACING 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 It 14 12 1 4 1 4 16'-1 ' to 9 4 to 9 JI. D to I. It. to o S 2'_0' 73- 7.5_0 -4-=I r__ (1)HV 13LA MIN.SPACING-3' MIN.SPACING 3' MJN SPACING 74- Q 515 E.O. /2' MIN.SPACING 3' 4 - - - - - - 17' &65 3.5 3 = HV SLADE V, 14'-0' Af POURED CON RETE FW&FIffi To- 7 Z 57 gx"T, _P50-RE-0-CO-N-CHE-T-ET 9 -z- Loci FaM OTJCRERE CONOIETE lim =-=- CONIC ETE 11 a SJI 0 6,514.51 1 R F �QCK 2 I1r 14N..ED..3 11r.ON.m.2 1/2' 111.6 It - - ---- HY WINDOW wt wN,CO.-3 1/2' 7-5 - - - - - - - 12 0 0 - - - - - 915 7 14.6 - - - - - 1.0 0.78 1.0 OL84 i.0 14 115 10 SA5 - - - - - 105 8 - - - - - i! SLADE WORKING L-1 - 0.81 1.0 7r - 0.67 1.0 0 TT 0�5 4 0.5 5 3 - - - - - I �2' - 0.71 - - H�� IN UNISON -0 30 1 1 1 _ , 8 5 �_s l_L4_ - = - - - 21 1 - 0.51 7 - - - - - 1 111-5 6-5 55 I- - - 7 9 0, 45 - - - - - 0.81 0.43 .5 4 0.35 ,+4 4 FLORIDA BUILDING CODE(Won-High Velocity Hurricane Zone' -rAL SUPPLY, INC. X 02017 ThLTECO,INC. 02017 EASTERN ME Tae AHVT.`11 Accordion Shutter Sylstem' *F HN. MADE#1 W1 OR W10 H.V. WIKWW RADE TILLIT TESTING ENGINEERING COMPANY Arnefican Shutter Sys ams EV Na DaCRIPTION DATE DRAWN BY, Lc. Assoolation, 'Inc. OLD 16-085 owtrt 17/27/17 v55 N.W.3e-.,,st..111.,305,VIRGIVA GWDINS,FLORMA 3316t E8Y_2 (305)871-1530.Fax:(305)871-1531 4268 Wesiroods Drive 2 -DRAWING No e-a:t1ta.90.01- West Polm Beoch, FL 33407 3 -107 WAl_TF R A.7ILLff Jr.P.E. 4 17 O-EFLORIDA Lic.#,44167 5 SHEET DAIE 6- 13 dF 20 if I� MAXIMUM ANCHOR* SPACING ((¢,)SCHEDULE FOR A ONEtJ MAX SHUTTER SPAN. o e D DESIGN NEGATIVE PRESSURE RATINR AND A CORRESPONDING MOUNTING-TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALAMONS (SEE MOUNTLNGS I,J.K&L ON SHEET 7) 1: POURED CONCRETE � POURED,CONCREIE NCRETE BLOCK ANCHORS SPACING LEGEND MAAINUM 1 WALK OYER& 1 TRENCH Oj RAINGUARO MOUNTING WALL/FLOOR IJOUNTING ©WALL/WALK OVER MOUNTING _.mutITIa _ SPAN &S.0.DMOI NEOATB'E PRESEUFE AARNO(pa S.O.CMII NEGAIN4 PRO-AE PAMG'(ptf ASD.051CN NUATNE FW$rYRE RUM(,f ASA.US 01 NECATNE HOSIME PAINS(pet TAPCON 0R (it) TAPCON,WITH ADVANCED 30 40 80 78 00 720 1BO a05 30 40 BO 75 d0 120 180 209 30 40 80175 90:.120 100 209 30 4 00 75 90 Ito 160 2D8 THREADFORM TECHNOLOGY 1 2 1 12 ,2 11:5 8 0. 7 / 5 8 ! 5 6 6 ALL POINTS SOUD-SET 3'-0" i4 12 'f0 B B 0 6 e '12 12. 12 12 12 ip 8.9 7 7 7 17 7 9 a 9 S 9 9 5 5 OR LESS 14 12 f0 0 B- B 0 0 12 12 to 12 os D d 4.8 7 i 7 ) 7 d 7 6.5 5 9 8 s s D ! 5 BLUE TAP 14 12 10 0 B 8 0 6 12 12 T4 12 12 10 7.5 8 7 7 7 7 7 •7 7 7 5 5 9 5 5 5 9 5 TAPPER+ 14 12 10 0 8 B B 0 12 12 12 12 1.9 3.5 &5 5 7 7 7 7 7 17 3.5 4 9 5 5 5 5 S 9 4 4'-0" 14 12 10 0 8 8 8 G 12 12 12 12 12 J•� 7 S.5 7 7 7 7 7 •7 7 7 5 5 5 5 5 ! 5 5 14 l2 10 0 B 8 6 6 12 12 12 9:5 B e 4.5 3.9 7 7 7 7 7 e.! 5 5 B 5 8 5 6 5 5 14 12 10 9 0 B 8 0 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7�7 7 0.8 5 0 5 8 6 5 5 5 14 12 10 B 8 8 5 B 12 12 12 11 9 7 5 4 7 7 7 7 7 8,5 4 3 b. ! 5 5 5 4 3 5'-0" 14 12 10 D B 8 6 6 12 11 42 1 10 7,9 &S 4 7 7 7 7 7 117 7 7 _L_7 B 5 5 9 14 12 10 9 8 0 0 6 12 X12 8,5.7.5 6 4.5 J,5 - 7 7 '7 7 ;7 5 J.9 9 6 5 B 9 5 5 4 14 ,2 10 B 8 8 6 6 12 12 12 0.5, 8. 9 4,5 - 7 7 7 7 7 17 5.9 4 '! 3 9 5 9 5 '5 4 SEE ANCHOR 14 12- 10 0 8 B 6 -6 12 .11 11.5 9 7.5 5.5 4 -3 7 7 7 7 7 a.5 3, - 5 5 5 5 4.5 3.5 - SPECIFICA¶ONS 14 12 10 2 6 B 0' '0 12 11 12 10 8 e 4.S ].9 7 7 T 7 7 n7 7 7 9 9 5 S 5 9 5 5 6'-0" ON SHEET 13 14 12 10 B a B 0 0 12 12 a 0 5 i J - 7 7 7 7 7 '5,8 4 - 5 3 5 9 5 5 4 J 74 12 '10 9 8 B 8 0 12 I.10 0 B.B 9 .73 - 7 7 7 7 7 :8 4,5 - 5 B 5 S 8 4.5 - 14 12 10 0 0 0 B 0 12 12 -10 0 8.5 5 ]]^5 - 7 7 7_&5 3. 14 - - 3 5 9 3 0 4 3 7'-0" 14 12 10 9 8 R 6 0 12 12 12 B. 7 '! 4 ] 9 7 7 7 7'•J 7 B 5 9 6 -T- 14 14 12 10 B 0 6 0 '6 12 10 &0 8 4A 3 7 7 .7 7 &0 -6 J 5 5 5 ! 7A 3 14 12 10' e 0 8 0 0 12 91 8.5 7 5.5 4 - - 7 7 7 7 7 tb - ! 5 5 9 5 5 4 - 0 VALID ONLY FOR UM TO +70, -75 14 12 ID B e 9 0 12 12 8.5 .7. 8.5 4 3 7 7 7 &5 4,5 7 - 5 5 D s 4.b ]. PSF A,S.D DESIGN PRESSURE 14.12 10 0 B 8 8 - 12'12 10.0 7.S 0 4.5 3,5 - 7 7 1 7. 7 i7 7 4 9 0 9 9 G 8 ,4 12 10 B 8- 6 0 - 12 "0 6 4A 4 J - - 7 7 7 7 0.5 d4 - '5 -9• 9 5 9 4 3' - SCHEDULE RATING & FOR 3, SHEETS PER 14 12 10 6 8' 8 6 - 12 11 7.5 8 5 .75 - 7 7 7 7.3 0 4.9 - '3 S 8 5 4.9 - 14 12 10 0 "0 8 12 1.5 7.9 0 5 3,9 - 7 7 0.5 5 4 n _ 0 8 9 ! 4 3 14 12 10 0 ! B - - 12.12 8.9 5.h 59 4 ] - 7 7 7 7 7 17 B 3 9 0 5 5 5 S S b 14 12 10 D 8 d - .0.9 B 9 4 3,5 - 7 7 '7 6 5 3.5 - 5 3 0 9 5 4 3 14 12•10 0 0 B - 12 10 0.5 5 4A - - - 7 7 7 8.5 &5 b ! 5 5 5 14'12 10 0 8 5 - 12 10.5 7 a:B 4.S J.5 - 7 7 9.9 4. 9, 5 5 5 4,8 3.5 Tr 12.10 0 B a - - , 11 B,B 0 8"J - 7 7 7 7 7 ,17 4.5 - 5 ! 9 0 •5 S 8 4.8 14 12-10 0 6 fl - -_0.5 7 4.5 J.9 J - 7 T 7 3,5 4:5 !,- 14 12 -1-0'B8. 8 - 12. 9 0 S 4 7 7 7 '0 ! I: 8 5 8 4,0 5 14 12 10 B 8 9 12 '6.3 6 9 4 3 7 7 9 4 3i 8 3 9 6 ].S 14 12 10 B 6- 8 - - 12 10 7 5.9 4.5 ]3 - - 7 7 7 7 7 h7 J�9_ 9. 8 B -6- 14- ,4 l Y 10 B B 0 - - B.! 5.1. 4 3.5 J - - - 7 7 e -. 4 I - - 5 D 5 5 4 J - - H Y BLADE• ONLY 14 12 10- B a B - - 11 B 5.5 4 - - - 7 7 7 S.S 4.9 - - 5 G 3 9 4.9 - - - 14 12 10 9 B - - - 1.5 8:5 5.5 4.5 3.9 - - - 7 7 4.5 3.5 - - - I- 5 5 4A J.8 3 - - 12'-0" 14 12 10 F 0 8 - - - 12 BA 8.5 5 4 3 - - 7 7 7 7 7 ;0 3 - 5 5 9 S 5 5 4.5 3.3 ,4 12 10 B 8 - 8 a 4 3 7 9.5 4,h ].9 :- 5 5 5 4.5 4 3 14 11 10 0 6 - 10 7.! 0 4- 7 7 -0 9 S 9 9 6 -4' 14 12 10 B 0 - - -_ 0.3 0 ! 4 ].5 _- - - 7 O,B 4.9 ],9 4,3 3.5 3 - - - 14 12 10 9 6 - - Lb 0.0 0 4b 3.5 .f - 7 7 7 7 7 4.8 - - 5 5 9 5 5 5 4.5 3.5 13'-0" 14 12 10 B 8 B. 3,8 J'.- 7 5 4 3 1r !- S 0 4 ] 14 12 10 0 6 B 7 4.5 75 - 7 7 S:5 4,5 - L= 9 9 5 4.9 4 14 12 10 10 7.5 ! 4 3 7 6 4 3 - i- 5 5 4 3 14'-0" 0.5 8 5.5 4 S,5 - - - 7 7 7 7 7 14 - - 5 5 9 9 9 5 -4 3 14 12 10 0 - 0.3' S 3 7 7 S 3.5 - f- 5 5 3 4 14 /2 10 B - - - 0.5 6.5, { - - _ 7 7 5 4 - 11'- 9 S 5 4 _ - 14 1 1 - - - 9 7 4.5 3.5 3 - - - 7 5.5 3,5 - - 1- 5 3.9 3 - - - - 15'-G" 14 12 10- - - - - 10 7.5 S 4 3 - - - 7 7 7 7 7 3.5 _ - 9 5 5 9 3 5 4 J 14 12 10 - 6 4.5, 3 7 7 4.5 3 - 1- 5 5 4.5 3.5 - ,4 12 10 _ _ _ 6 0 4 _ _ _ _ _ 7 7 5 - 1- _ - 5 ! 5 4 14 42 10 - - - - 6.5;e:51 4 3.5• - - - - 7 9.3 3.5 -.1.r - - 5 5. ],5 - - - - - 16'-0° 14 12 10 - - - - - 9.5 -7 X4.5, -7 .7 5 13 - - S 5. 5 5 5 4.5 J.5 14 10 - 6 4.5 J 7 6.5 4 - 1; 5 5 4 J.8 - u -L2-,zm - - - - - 7a &5 .rs - - - - r•.�n s ., - I,- - - 5 5 49 - - = - FLORIDA BUILDING CODE(Pilon.High Velocity hurricane Zone ,1 / %•= e2017 11LTEc0.INC. @2017 EASTERN META-SUPPLY. INC. TM 1 ' e A� `� ��� A..&&A. Acdordion Shutter System H.V. BLADE�1 W/OR W/0 H.V. WINDONO BLADE ArnaKcan Shuftor S stains TILLIT TESTING & ENGINEERING COMPANY Sy'stains N DESCRIPTION GATE DRAriH BY: LC. "IS 9;m J05,NRG2i64 CArtOEr;&F1Q4i0A 3]16 AS150CIatlOn4 Inc. , OLD 15-0135 7/27/17 BATE: 07/27 t7 PM00:(305)871-153D.F-:(]05)871-1531 4268 Westroods Drive -2 West P01m Beach, FL 33407 a ......... ti} 14 .-H:EB-cn4coOem.eem , DRAWING No ° 1 WALTER AOTCIM71Jr.P.E. 4 17-10/y P.E. SERNAtURE%DATE FLORIDA U:.s 44167 5 SHEET 6 14 OR 20 i li 1� I f I? C M_AXIMUM:•A.S.D, D ICPI.PRESSURE RATING (o s.f,l AND GORREGPONDI( MAxIMU ANCHOR SPACING (In,11 SCHEDULE FOR A GlV�N MAX HUITFR SPAN:s'NF�Aj}VF A,S.D. DESi N PRESSURE RATING AND A�CQRRF^PONDING MOUNTING TYPE N (SEE MOUNTINGS ON SHEETS 18,S 17), u FER :=-S �,-r- SOUTHERN PINE No. 2 W MIN. G-0.55, SPRUCE PINE FIR NQRTH SPRUCE PINE FIR SOUTH Slif- PINE O• SPRUCE PINE / 1/2" MIN. COX 2 Wj IwIft G-0,55, FIR NORTH FIR SOUTH DOUGLAS FIR Wj MiN. Ga0.50 W/ MIN. G-0.43; W/.MIN. G-0.36 PLYWOOD U o•�W/ W/ MIN. G-0.43 W MIN. G40.36 SPANn(ft) WALL MOUNTINGS c MOUNT T WALL MOUNTINGS; CEI :L MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS 8,0. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS M. N, 0 & R F-DOR OpR MOUNTINGS l,1, N, 0 & R FLOOR;fMOUNTING5 M. N, 0 Ac R FLOOR MOUNTINGS P & Q S&v S&v S &v W k X �W & X W & X lSA OE92114SN.4,E Fik55US FAtPI(,'�a w1Etms mmF-E FA''t(9 so.6-m tito E RF"3:t win(pG} a0I9711EyKAE R15ATE fi8I0 fA ASA OIS21"at W`NLK FATD f}� .OSVI MU7.T✓ &2110.(tUJ fEFW 13rAd5?tT159A EA9O.(a:+}�_t*S.{HGR,S tK .T tttiLW$>�iiA OLYtii tt*}}?d FR;StR«R+7tq(moi AS0.9f40t tiQ7FS I ii RFSD(Id} 30 '40 •60 75 SO 05 JO 40 60 75 00, BID a0 fi0 75 90 OS 30 40 C0 75 00" 05 30 40 60 75 90 05 3Q. 4p; 80 75 90 105 JO 40 80 75 90 05 30 40 80 75 90- 05 30 40 60 75 90.105 3O 40 80 75 90 05 '-0'OR LESS 12 70 10 0 8 8 6 6 6 fi 8 .12 t0 10 9 B 8 6 D I6 6 6 6 t2 10 .10 9 8 8 6 S 6 6 6 8 6 5 4 4 4 3 T2 72 72 12 12 i2 12 12 72 i2 12 12 12 12 12 12 12 12 i'-D' 12 10 70 9 8 8 8 6 6 8 6 6 12 10 10 9 8' 8 8 B fi b 6 6 12 10 10 9 D B 8 8- 0 B $ 6 6 5 b t q 3 12 12 12 12 12 12 12 12 12 12 12 11-12 12 12 12 12 12 12 IQ 10 8 8 B 6 6 6 6 6 5.5 12 10 10 9 8 8 6 B IF 8 . 12 10 10 8 8 7 6 6 6 6 6 5 5 15 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0.5 12 10 10 9 .0 8,5 8 1 0 0 8 5,5 4.5 I; 10 10 B 8 S 6 6 i8 ,5 g 4.S 12 10 10 9 8 3.5 6 6 6 8 5 4.5 6 5 4 `a 3.5 - 12 12 12 12 12 12 12 12 12 l2 12 12 12 12 12 12 t0 8.5 T-0' 12 10 10 0 0.5 4 6 ;8 Q .5 4.5 4 72f0 10 9 5 3. 8 89 5 4 3.5 12 FQ iQ 7 3.5- 6 6 6 S 4 3.5 6 5 d 4 _-72 72 t2 12 72 72 12 12 12 72 12 10.°12 12 12 p.5 8.5 7.5 8`-0 12 10 10 7,5.4.5 3 8 18 B B b 3.S 12 10 10 B 3.9 - 8 G- ¢ .5 3,5 3 12 10 10 a - - 6 8 S ,S 3,8 3 8 9 4 - 12,12 12 12 12 12 12 12 12 12 11 9.5 12 12 11.5 9 7.5 6.5" 9'-0° 12 10 10 5 10 - B.i 8 5.5 .5 J. 3 72 70 9 h - - 8 7 4;5 4 3 3 12_t0 4 Y'7' - 6 6 4,5 4 3 3 6 5 31- - TV 12 12 72 t2 i 0. 12 12 72 i75 9.5 8.5 72 12 10 8 8.5 5.5 12, 10 7.5 4 - - 6 1 B 5 4 3 - t:_10 6 J - - 8 8 ,:4 Y. 3 - 12 10 3 - - - 6 6 4 ,S. 3 - -6 5 --.12 12 12 12 1 IX 9.5 12 12 12 10..'8.5 7,5 12 12 19 17 6 5 11'-q" 12 10 9.5 - - - 8 1 6 4,5- - 12 10 b.S- 6 5.5 3C5- - 12 t0 - - - 6 5.5 4 - - 6 8 - - 12 12 t2 12.10 8.5 12 12 12 9.5 B 7 42 12 8 8.5 5.5 4.5 12-Q' l2 l0 4,3 - - - B 18 4 - - 47 10 3.9- - -K614.5 5 3:5- - - 72 10 - - - •- 6 S 3;9•^ - _8 g - 12 12 12 LS 9.S B 12 f2 11 B.5 7 6 12 1.5 7.5 6 5 4 1J'-0" 12 10 - - 8 i 8 - - 12 t0 - - - - - 12 7.5 - - - -- 8 4.5 - = 6 4.5 - - -12 72 12 10. 8.5 7.5"12 12 10 & 6.5 5.5 12 0.5 7 5,5 4.5 4 14'-D" 12 10 - - - 8 5.S - - - ]?_ 7 - - - - .5 = - 12 7 - - - S.5 4.5 - - 6 3 - 12 12 12 9.5 8 6 12 12 95 7.5 6 4.5126.5543 5' 0" 726 i - 5 - - - - S - - - 12 i2 Si 9 7.5 5 i2 72 S.S 7 6 4 t2 9 8 56'-O' 12 - - - r 6 ,- - - - 1? - - - - - - - - it, - - - - g - - - G - - - '-12 12, 10_98.56.5 4 =8 8 0.8 5 3 11,58.51 Q HV BLADE OR 9 FIV GLADE W� fk!HV WINDOW BLADE WORKING IN UNISON* !, 0 SFE W+•QA IONS CF'USE FCR 6UDE(y CN SH IQ •I•NOTES ON ANCHORS REQUIREMENTS: WOOD 'SUBSTRATES. 1.ANCHORS TO WALT,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: �! 3.SUBSTRATC SHALL CONSIST OF THE FOLLOWING: j -SOUTHERN PINE No.2 W/0-0.55(N,O.S) i/a'P TAPCON At'HORS.AS MANUFACTURED BY I.T.W.BUILDEX W/MINIMUM LIMEDMENT AS U'OICATED AT -DOUCLAS FIR W/G-0.80(N.134.)EACH SECTION ON S"EETS.18 At 17. I! -SPRUCE PINE FIR NORTH W/0-0.43(N.0S,) EXCEPRORI SEE NOTE 2 BELOW. 4 -SPRUCE FINE FIR SOUTH W/G-C•36(N.O.S.) �j -MIN. 1/2'COX PLYWOOD(1986 APA) 2.ANCHCRS TOHOL.OW CEIUNO SHALL BE AS PER MOUNTING TYPE U.SHEET 17 }INND SHALL CONSIST OF LAG SCREWS AS PER NDS 24t8 SPECIFICATIONS. C ANCHORS SH,iLL BE INSTALLED FOLLOWING ALL OF THE RECOMMENOAYIONS AND SPECIFICATIONS OF THE I� ANCHOR'S MANUFACTURER. Fli/erirsrrC��� FLORIDA BUILDING CODE(lion High,Velocity Hurricane Zone 111F �r� ..........��A+,.. C2017 TILTECO, INC. ®2017 EASTERN METAL SUPPLY,INC. �1c���a ;«lp, BERTHA H7 TM as! Accordion' Shutter System y H.V. BLADE#1 WJ OR W/O H,V. 1MNr[X}VY BLADE YCI i _3 s Amdrican Shutter .SYOIGETiSI Irv.N DESCRIPTION DATE DRAWN BY: L.C. TILLIT TESTING & ENOINEERINC COMPANY A$90C1GtlOh Inc. 1 OLD 15-085 7 6355'my.2".St.,Ste.305.'Ik6uV.GAROENS.FLOCOA 331 F /27/1 DATE; Q7'27/17 55 Thane:(309)B71-1530.Fav:(306)1171-153! 4268 Westroods DrIVC 2 DRAWING No a-maa:Ult. com 17-{�7 •s[1��' ,1.An�,1A,,,.C•� +� �t West Poim Reach, FL 33401 3 1 -• '•yj�[11fY6.ti•���d�ti1 WALTERA.B O1ILLLLIT J1.P.E 4 P.E. SiQ[f 316VAYdfR,if DAT£ FLORIDA Lt.A 14/67 5 SHEET 6 15 OF 20 u t „ r. �f • fl I� �1 i4 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & HV41 BLADES AS APPLICABLE SHUTTER 0R L— FOR INSTALLATIONS0 E ONLY SHALL j WALL FINISH HE LIMITED TQ 1,105.0sof,, A.S.D. DESIGN PRESSURE RATING. S 9 FOR ' f/4-0 TAPCON OR S D ^•,.•-• Y TAPCON WITH ADVANCED ��.i..�.„ THREFORM TECHNOLOGY 1/4"0 TAPCON OR '' W i 4 2"M„I.PENETRATION -.II TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY � —•-�--•- O�THREADED •REA TO j '�, +�W/ 1 1/2”Min.PENETRATION OF THREADED AREA TO EXISTING F. MYt SEPARATION 1 1 t ,�;p • * �' EXISTING WOOD HEADER. .•' '� t W600 HEADER.(SEE SCHEDULE ON SHEET 15) t TO,GttnS(SEE 1{30R l'.FS' iv (SEE SCHEDULE ON SHEET 36} 1/4.0-20x3/4"S.S. MACHINE SCHEDULE ON SHEET ' t 1 1 SCREWS W/ 1/4'-20 NUTS (^"—H FOR BLADE 0N•E1 t ' - f•- 0R 3 Gt 32-O.C. i ON SHEET Is FOR i J ' �. 1 - / 1"Mtn. U EXISTING k BLADES m k 1 I ? c ( 1 I--E Q-j �a GLASS--{ WALLI .1S - ( 1 DR1 r"3 .. FIN SM/ 11 ''..`,n1 1= OPTIONAL ^^ a EXISTING MIN, I Y FlNISH a �`,-�cR 1 2'x4"WOOD 1 p EXISTING MIN. it HEADER RECURRED i 012 1 I l t--•2"x4"WOOD ` ~ i [�':i 1%4"0 TAPCON OR TAPCON WITH ADVANCED f II HEADER RF.OUIRED 1/2- EXISTING F !( 1 —THREADFORM TECHNOt,OGY W/ 1 1/2" OUSE MR,SEPARATION `I I 3 Y I � , r Min,PENETRATION OF THREADED AREA TO --"f TO GLASS(SEE I q 1 I EXISTING WOOD HEADER. 7 _:I LAIN, SEPARATION TO CLASS _ SI FOR S ON SH'eEt ! EXISTING r' --(SEE SCHEDULE ON SHEET t! I ;I,�. (5EE SCHEDULE ON SHEET 18} 1 zt FOR FADE @A`�+ GLASS--j ;} 7 . I ON EHEET 19 - �2.4•CONT.SILL BLADES @ e fA� ° it I PLATE REO.O. 1 :(N bV WALL HiyAQ 8 IN' STALLATION WALL SILL INSTA ( ER INSTALWION I 1; MIN. SEPARATION TO GLASS t i 1—(SEE CHEDULE O TO SHEET I 1` EXISTING I (SEE SCHEDULE ON SHEET 1i}—"-` GLASS-"= i I 1 1 I 1 EXISTING f+ i��{SEE SCHEDULE ON SHF.FT I I)•-- I �tl' r_XC1A5S---�' MIN.SEPARATION TO CLASS 2"x4"CONT. { .� 2 X+ PLATE(SEE SCHEDUI:E ON SHEET 11)�'I.I L •' ° I tf4"0-20x3/4"S.S. j 'v RED D. { } s — -4_1/4'0-20.3/4"S.S. ;I i �.°„ MACHINE SCREv15 MACHINE SCREWS W/ I I I I LASING D.C. D NUTS F"•'�'ts.'an•-.. i a 1/4"-20 NUTS 0 12" Q 72"tl.C.—` FINISH I i .i i' .O.C. I OR,15 ,J },{ 2"z4'CONT.-°' ` I 1. WOOD PLATE - I� }�l{T. 1 •£0 0--� REG'Q. t N F E 1"tAin. 0 t ( € iv -j-•i"Min. t TEC-0 TAPOON OR rAPCON HNOLOGY CHNOLOGYWWA /i1 /2NCEO 2'x4"CONT. �� Min.PENETRATION OF THREADED AREA TO 1/4°0 TAPCON OR TAPCON WITH ADVANCED 1 5 SILL PLATE !'I 1 EXISTING WOOD HEADER. y 'L THREADFDRM 7ECh•°{tlLOGY wj 1/2" - `@---'• '» if4.0 TAPCON OR L(QIEt REO'D, (SEE SCHEDULE ON SHEET 15) Min.PENETRATION C'THREADED AREA INTO P4Y1YDOp ' \ TAPCON WITH ADVANCED I-SEE SHEET 4 FOR TYPICAL �_ THREAOFORM TECHNOLOGY SHUTTER ASSElnBLY. WALL FINISH _ S ,Y,• 1�(2"MIN.O*O ••�.ti W 2 Min.PENETRATION OF 2-MOUNTINO SECTIONS CAN FE - 1�'� (SEE SCHEDULE ON SHEET 15) EXISTING MIN.2"z4° pLr'2'M .Co. j t/" 1 STUDS 0 10'O,C,MAX,_ p THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO 1/2" MIN. COX PLYWOOD 7EO'D. RE 'D. PLYWOOD TO BE WALL FINISH•=i SUIT ANY INSTALLATION. ATTACHED TO STUDS IN ;I (SEE SCHEDULE ON SHEET 15) RQ NV WALL SILL iNSTALI.A1'ION �PLYW O MIN. 2.4"STUDS O 10"D,C. MAX REO.O. ACCORDANCE WR}i RL'n40pD TO BE ATTACHED TO STUDS IN ACCORDANCE SECTION 2308 OF THE WITH SECTION 2308 OF,THE F.B.C. H WALL SILL ILySTALLATJON b SEE Lit.((jATIONS OF UJ Or P HV WJ�LL SILL INSTALLATION F.B.C. P BLAnE i ON s EET Rti . 4NL�:Ar+s' FLORIDA BUILDING CODE Mon,Qttlgh VelocityHurricane Zone 3T1iiilti."Ok.... �t4'�;�."va.. Q12017 EASTERN METAL SUPPLY, INC. T� "'•C 02017 TILTECO.INC. Q� Accordion Shutter System y v HIM, MAX X81 W/OR W/0 KY.4WN kAlDt '�• f/'!(�j•*, TICCIT TESTING dE ENGINEERING COMPANY American SFtut�er Sj+St$M$ 'EY,N DESCRIPTION DATE DRAWN eY: L.C. 0355 N.W.Sem.St.St..305.WRCNA 04RDV.4,FLORUA 3718, A890CICI�iOiir Inc. I OLD 15-OBS 7/27 T DATE: 07f27/17 (305)871-1536.Fax t(30'5}871-1533 4266 41esf nods Drive 2 DRAWING No ��IL�� rk t7 R-Maa CR.0.6coL..n West Palm Beach, FL 33407 3 17-107 7 E !i"1A•''•..... '4.L1 E8-0006719 4 t /�i 0 %VJ #' '"••�1 tti WALTER A TiGUT,7t.P.E. FLORIDA Li..¢44107 5 SHEET P.E."SEA•, 14�i' DATE 6- 16 OF 20 It I} • 9 INSTALLATION DETAILS ON EXISTINO WOOD BUILDINGS FORI-) HV & dA HV* BLAOES. (,AS APPLICABLE..-,5 MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INfO WOODWITH8V SLAVE MONLY rWALL FINISH SHALL BE LIMITEQ IM JQ§,0 p$f, A.s,D. DESIGN PRESSURE RATINg. SEE SHEET 19 FOR MAX SPAN & D- I E 0) & dA) WORKING IH UNISON T--IT14 101nm OR. 2"MIN. rn, ADVANCED N WIT'-1"P� THREADFOR.,I TECHNOLOGY WOOD Ii�A;?l REEISJnIRECD. I—EDGIE(IF APPLICABLE) W(THRIZ,Wn.PENETRATION STRUCTURAL ADEQUACY S.S. OF EXISTING,WOOD BE.; 0 G WO)AREA T& 11/-4120420T,`�./S�41 HEAD 'i TO BE CERTIFIED BY 17 EX15IN jO HEADER SYSEXISI114G WOOD F 1,_� MACHINE SCR REGISTERED ENGINEER OR (SEE SCHM-�E ON SHEET 15) - R EQ--i---E4 -- TRUSSES OR I W/Ie4- 20 NUTS !I ARCHITECT PRK TO -ED EQ,� 0 12 D.C. il SHUTTER INSTALLATION, 1/2- 1/2" RAFTER 0 24" + 7" O.C.REQUIRED �—o0, V�4p�110,1 'CON %R ISTING SOF OR TAPCON MH ED EX FIT 57. THRMFORM TECHNOLOGY 3/4'Max.THK. 0 "Min PE"E RATION -EO ED—, .4*0�8-CONT.ALUM.TUBE I 'A.1 /2 THREADED S.M.S. 6063-L�ALLOY)W/ ED AREA TO FED ED- #14x3/4� .2 1 0 6"0 C. I /16 0 LAG SCREWS TO '--OPTIONAL aSTING WOOD HEADER, @ or RAnER OR TRUSS. (SEE SCHEDULE ON SHEET 15) �-01 or 1@3 or @ a EACH LOCATE LAD SCREWS,.,.AT MIDWIDTH OF ".Do or 'CEXISI[NO MIN 2"X4' MEMBER, (2*,Min. NOMINAL OPEN HOLE AT EACH—/ EXiSn G HEADER REQ'D WIDIH)W/2-Ml! CLASS MIN.SEPARATION TO GLASS STUD TO ACCEPT ON OF THREADED —(SEE SCHEDULE ON CHECT Il)— CXSTINO PENCTRATI QLASS— b .0 LAG SCREW AREA.VALID FOR It AT�IEONTER OF TUBE. )NSTAL-�ATIONS WITH 72paf MAX.A.S.D. DESIGN LOAD ANG EXISTING N,N.SEPARAhM 9,-d*MAX. SPAN.THIS Hy WALL mEAr)ER INSTALLATION SC,WSH%Et I I FOR WU 11 q CLASS INSTAL-ATION IS ONLY VALID dig 19 LA 1-� OOR Iii,FOR RAM V" FOR.WOOD W1 MIN. SPECIFIC, !12 ON wEr Is GRAVITY OF 0.50 AS DOUGLAS 3�r, KAM(D& FIR OR SOUTHERN FINE No,I I-?Ew SHOCT 4 FOR C SI:-ITTER ASSEMBLY --(DOR @0 OR EQUAI 2-IADUNTIK SECTIONS CAN BE:CMI);NED IIN ANY WAY TO SUIT ANY INSTAL ATION. fj,HY CEI -ATION Qili BY CEILING INST11 JAM%F�Tft TO Wa(.Mm OR MIN. LA SEPARATION CXISTING 11 FOR RADE TO GLASS I—b�MWVLL ON Z��tt,l GLASS -1�1.1.,WNEAMF EXISTING (SEC SCHEDULE ION SHEET 11) CLASS--J MIN. SEPARATION to CLAS`-. ALTERYAT ANCHOR FINISA ;LOCATION EXISTING 0 LL 1/4' 3/w UNI 3/4'HEX GLASS 2-.6-MIN.wocc 3/8 M #W1AoXH3E/R4 HEAD TE DECK REQUIRED / OR '2-.6-MIN.WOOD SCREWS a 12"o.. (NO FINISH I DID DECK ALLOWED) ('FINISH ALLOWED) .CE 3 OR ED 101; LC Eonar. or DEC. F F IF APPLICABLE DECK I IF APPUCABLE EDGE OF DECI APPUCAS- S.S. �7- IILLIPS TRUSS HEAD 1/4"0 1 kPCON OR 1 2 1 TAPCO1. WITH r (Ain' -DACHINE SCREWS 1/4"a TAPCOW OR TAPCON WITH ADVANCED 1 2-X4-CONT. THREAD'-ORM TECHNOLOGY W/ 1/4--20 NUTS H —2"MIN—j 4 SILL PLATE 1/4*o.iTAPCON OR TAPCON WITH ADVANCED THRFADFORM-J 2-MIN T RFAUFORM TECHNOLOGY W/1 1/2"Min, REO'D. V?j 1 1/2"MI,PENETRATION a 12"D.C. TECHNOLOGY W/ 1 112"Mirt. PlINETRATON OF THREADED FENET RATION OF THREADED EE OF THREADED AREA TO AREA TO EXISTING WOOD,HEADER.(S -AWIN( WOOD HEADER. AREA JTo EXISTING WOOD HEADER, (SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) &BY—WALL(SEE SCInEbULEE ON SHEETI 15) �OF LISE FOR 'CWA-IV FL60R INSTALLATION CX' L SILL IbISTALLATION FLORIDA BUILDING CODE(Non Nigh,Velocity.Hurricane Zone: ........... o2017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTM q A %.Accof,dioh Shutter System ® N.V.VaADE#1 W/OR W/o KV, WINDOW MADE REV.N, DESCRIPT1611 DATE I DRAWN BYt LC. TILLIT TESTING ENGINEERING COMPANY krrleric�n S�utfer Systms Association, Inc. i OLD 15-085 7/27/17 DATE! 07/27/17 8255 N.W.301h,St.,SW--DS.%VGNA CAROENS.FLCRiDA 33t8 Phm!(305)571-1536.Fax (305)871-1531 4268 Wostrobds Drive I ...... West Palm Beach, FL 33407 3 DRAWING No .01VAL EO� WALTERRA. 4 17-107 FLORIDA U..If 44 1 67 5 P.E. SEAL/SIGNATURE/DATE SHEET 6 -17 OF 20 .s it II i+ II END INSTALLATIONS1)HV BLXDE OR WINDOW SLADE INTO, 2"X4" MIN WOOD STUDS 11 2•W"M RED Yh]O,T 5TUO5 O'O. �I r 2'.4•MIN.1Vt1O0 vu2D"x4s"TIN, /j/I . PSt1l1n+2ln''o s PtfoJutfK1x±1YWaR1AN ttv9wN. r t V 1 !I{� i_ •� /If t Vi (A jt STUDS REVD. / 2 `W 'NN. (AS APPMCAWOOD STUD S, W / {AS APFCA82E sI�rl'gR_QIOIEE'A\v���Y yA'L'-'�, ...1 . t61Ia/3t-0f^6d)•Ca:�l't.� Ftwv/SH/l'�t- V1 i. Y MIND MASS snva ) FINISH NO /I tA.l moosEEnsn c CLASS CLASS GiAss oan a SNMUPA N PYOa Toai'roD SMAPArM t 31 11• It FOR&4C 1 1 FOR SV D/.9 IIT &UM.CLOS" PLYw= wNy ON VS9 alItoNa 2•M:'!. AT M R G�iE 14; - I; IIN"SN / HAUS U+G 131 HA?ESm q� EEyy'OO�E {t r ,r1 Loft'✓) ' UY[I'OR e'kV. N1ox1/2'6.Mb /' ,{ -'—_ Ar+uraaWa. r.9•-a• o1r ac. ' 'wuR cer xa �— \ ut.U��wn 4 p11�c4 nAaais Y7, 5G u AT t'0NiMM EEE DETAIL%FOR,.. (Jt bR to ac+LR e:2E a.) ' OR ° VICE CONNEC SCC DETAIL%FOR-' O m�aQm a min•y�a JA SDE CONN<C roY J�OR I To TPACKS 4 Pim 5( m�my�.f�a ssoE CMNECTaNJ I 1 m[Q.C3j ff?^ [§1. > � '. m 7. a_,,,j TO TRAax •a•C7a'j.;fv. m a£Ea ft.&. TO T(NC6s 1�S.xq:•dd•�j,a./..f1f a Ii4• �t•qm. .¢, gz �., �; a�;"is-u�s• .gym a t� ,.�.0. . . ,. �.�,at�.�•mte�.�a �• •�tri•i+)• S•.t�a �.f�a�.f�a�.�: �yf�a�,�aa^ ",. .. a{r .(jm .�}m „�a�., a. ,�I L9•Ca•St• �iB' @•'Lm>13.to. 131 ®'Q$°'Qq'•Fidj.t,�C� ,,., END _CONNECTION p��AIL(2) END OC NNECcj(O� TAIL END �NNE(`T, ION DETAILt9i ENCON I N CSEfAiL CG 'I_. FjOSNNG °FEaU:RED ONLY FOR SPANSORFATER TW.N 12'-0' ry .!-'61155 2'x41 MINT' R. ' rf lib GPCUF AYCHGS 1/4'0 TAPM,AKHOR5 10.1/2'S.M.S STUDS NEO'D. Tl//1/2•'M4 W/1 tl2•ho. 0. � L%ISTttiO a4ASs-•,.., ;9ENLfM116`+4 i2'O.0 PEtti'RM11ON o i:'O.C. ti 11 �� ��'� L_,,,,__t,•_ *o a�f !'' 'I SEE UM ATIONS OP USE FOR bT•A.6 ITA(IEH ]l2'WN, SOEWE M 41.2! t.✓ I � ii�6vOE�a L4,. 4� BLADE lA ON SHEEP 78 A QALS{EFE 0i SlFST 10 Pw - - p �-TJ HAa¢NaQ�A 1a pw TO.D�AU 112•MN '\ 1� I ---_,T% --ryn',a„". tvyey a oGzrt9_JJ !'p{0CR(�v o.i - t ^^� /\j�, i� •(i, �, � td ..- •r-(yt^3 i(`•x Gk(S�"V L7OAl+� uW. f .,i \. - 47 �i '�)TIT(g)t,R{�CR PL Swa Q•�, •6S�v •^t-witL rAM" 2•.4*W4,. XD wru_1 �d3m[}L,�B,_}•7 {a+m.g.{m V.�'as:j VY Y r Si4VS PEO'D, FINSN T •. .fy. as`i.•ZS.. AN rte.fryer Ki•f3•lla•Q3' Q•�$i1f�91.Q•(�• .DEIAIL� END CONNECTION DETAIL 0 END CONNECTION DETAIL 121 FLORIDA BUILDING CODE Rion•Hi' h Velocity Hurricane Zone • ,,1fii�'��••,.. �jj C2017 TILTECO,INC. 0 2017 EASTERN METAL SUPPLY, INC. 4 `��Si 1GEtV,F; 1`j Y �— o ��® Accordion Shute System a ' t bo 311 t R9 C. H.V. BLADE1 W/OR W/0 N,V. 1MNDOW BIADE ° ♦ I' A1rlericon Shutter Systems TILLIT TESTING & ENGINEERING COMPANY Y EV.N OESCIi1P110N DATE a wr+BY: L.C. V '6395.N.W.36th,St,Ste.009,NRGINA CMD NS,FLMMA 3718 Association, Inc. T OLD 15-085 7 27(1 OATS: 07/27/17 �`•' Phww:(3OOjR7T-1530.Fax (305js71-1637 42$8 Wcstroods09ve 2 6-mE0.:e21ew¢OO.aom West Palm Beach, FL 33407 3 DRAWING No .`ppQ+�AL ��^�•.ii EO-OW67tit 17-107 WALTER A.TILUT Jr,P.E. 4 11 FLORY)A Lit.A 44167 s SHEET P.E_ 5EAL/SIGNATURE(DATE s 18 OF 2 . E 4, ii s • ( AL LIMITATIONS AND CONDRiOtJS Of USE FGR 6ERfHA A CG '� ' (M C0 TUNISQN wrrH Hy W1 1.M.AS.O,DESIGN PRESSURE RATINGI+110.-110 p.e.t. 2.LW.SHUTTER SPAN:06" 3.ALLOWED MOUNTINGSt A.D.0&H ON SHEETS S. 71 AS WELL AS 1 MOUNIVIGS M,0,T,U&W ON SHEETS 16& 17. ONLY CEN TERMATES�(60TH W/ OR 2C` ARE ALLOWED WIM 21 }F, 41OR:2a1 (g4�2j AR D IN A Ai OR OPPO NG LAYOUT.iN CASE OF OF NO drVr4..•fta N I 17C`(OUY,(5�MU57 BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF 106 p��( I CENTERM E. TYi'.FA.ENO a ♦ ,s ♦ s ♦r, r , r+� [+T r\ ♦n ��+' � S.(A)HV WINDOW BLADE 1nA SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS ij (3.0 HOLES)FOR-A4 PERVADE AT SPACINGS SROW14 ON SHEET t. I },,�, OF ANY 3`Y HOLE FOR iTOP OR SHALI RE BOTTOM EDGE OF HV MNDOW BADE l�li MAX,5 WINDOWS ♦ ,♦ I ♦ ♦ r r + f V +• '+ '+ ALLOWED AT HV,,, 1 • ♦ :vl WINDYIY!RtADE 19 + V11(C)F1RST OR LTE L§BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV N[KTN BLAf ♦ ♦ ♦ I ♦♦ ♦ rr (0)FN WINDOW SLAOE(5)MUST BE USED ALTERNATE TO A SOLID HW BLADE(S) ✓ •• THROUGHOUT SHUTTER'S WIDTH. ♦ r r s r p�p +\ + >\ t CE RMATES SHALL ALWAYS,OE INSTALLED ADJACENT TO A SOLID HV Q ♦ r BA ,+,, ° + , ° LCETA EITHER SIDE OF THEM. SEE END V' ) n�n ° ggy��L }� (F)POLYCARBONATE HV;WINDD'W®SHALL BE INSTALLEq SO T, TABS FACE CONNECTION +''�• ♦ r ♦ ♦ • •r � FQ r+ A r I NC INTERIOR OF THE OPENING BEEIING PROTECTED,HV WINDOW 1L1USi BE DETA1LFi ON>Sl+EETS ` r & (ar 1 ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROND BY ASSA• p J FULL HEY'Rto At 18 ITP- "YP. - S.SEE ANCHOR SPACING SCHEDULE FOR iNSTALLATIONS INTO WOOD FRAME 1 ffd BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES p I &2 ABOVE). I C � 7,SEE ANCHOR SPACING SCHEDULE FOR INSTAUATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED ABY I i 'I SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). ��j(SEE PLAN FOR REQUIRFJAENTS) 6.MINIMUM SEPARMON TO GLASS SCHEDULC,PER ASTM E-10061 p k! TYP 70 &BOTTOM yY �OR OR MIND ZONE MINIMUM SEPARATION TO CLASS •---•- •---LINLIIAITED WIDTIt-^—^-------^----------------• - 1 THRU 3 1' !6�.7�N MN,SEPARATION N To GLASS E%'STING rdASs 4a6S r(5EE SCrEDUIE.ON SHEET 11 FOR ElADE(D ft 0.25" _- ,..._.-�AhU ON- 91cE1'- BLA----A _ ct) (SEE NOT g h \ \� YMM RICAL CENTERMATES(��'P 2 I ifs ' VI/2fi OR 5 AND �`1 y y,r�/ ^-----.�,._.,,,---__.�--..__-....-....v / Lnncx'tra.,l I � t"f0 S5,(SENOTE 3 AAOVE) -••--•� �1 ' J TYPICAL (1) HY BLADE WORKING IN UNISON WITH HV WINDOW BLADE c9AI SHUTTER'S A T FLORIDA BUILDING CODE(Non High-Velocity Hurricane Zone pp��n 1• C2017 TILiECO,INC. 02017 EASTERN META�jL�pSUPPLY, INC. BERTH S i �� © � Accordion Shutter System H.V, MADE#1 W/OR W%O H.V. WINDOW BLADE s F4 L r �' TILLIT TESTING k ENGINEERING COMPANY Amorteon $fiu#ter Systflms EV.N DESCRIPTION DATE DRAWN SY. I.C. •`'. I '`+',' Osss N.w.7ceh,se,Ste.303,WRGN{4 CVLD�JiE.FLORDA 371 d' Associdt(On, Inc. I OLD 15-065 7 2711 GATE; 07/27/17 L Fnene:(305)871-1536.Fo♦:(305)671-1531 4268 bYestroads Drive 2 DRAWING No _wLS'SVON, r��aI o-m M61: West West Palm Beach, FL 33407 3 'AI �'If WALTER A.TILUi Jt.P.E. A 17-107 1 FLORIDA Ue.A 44167 s SHEET P.E. SEAL/SIGNATURE GATE 6 9 8F 20 I{ ti I 0 %1 e 10 i ti -0"x 1 1/2"x OD35"THXOK INSTALLATIONS Wi n I-IV BLADE & I-IV CENTERMATES -12.000-Max.- Mtn.ASTM A-653 dRAOE a0 td'n• —tlARIES min.cSTU S AT STEEL 2 FAOx. I} INTO METAL STUD WALLS � �Q• ^•083' ���. ' METAL STUDS A7 X6'O.C. Q 436 ? 0 D.C. Jr� 479" 3a 114'RAL LIMI NS AND CQNDITIQNS OF USE ALUMINUR-ALEM N�_.dMiNl►l HV BLADE ACCORDION SHUMIR 6063-TS ALLOY (+ 3/4 x 8 t/4'x ONO'THICK Min 43c 43n� � ra s l `I 'STEM I(JST,ALI AT-ION T AL ST Q WALLS CO T,Q4LV,STEEL ONO'THICK CHANNEL, g 8 fl.C. 8 8 O.C. ,.. {} - ASTM A-G53 GRADE 40 M.A.0-80 T—'" lI SEPARATION TO GLASS SCHEDULE I ,.-__-�.000" ON,VANIZEd FASTENED TO STUDS I I MG%. W (z)Aun fz'1EX.SCREWS ON EXISTING FINISH 39 i' 1. MAX, A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) INTERIOR A:42UIOR FACE AS APPUCAS�E 1 ' 1 II 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM + I ASTM E-1996 SEPARATION -(43�LENGTH�t- MINEXI5TINC GLASS-• •SEPARATn)N , �� 3. ALLOWED MOUNTING; M"a ON THIS SHEET. TO GLASS TD CLASS ED43 48 1x4 —20Xk BOLT {SEE SCHEDUX.} I 4, ONLY ENTERAIATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 1" (n P') WITH 21 ARRANGED A 5 ETRICAL LAYOUT. MUST PENETRATE 3O i' i USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" 1 3 a'A 8 tj4'x 0.038-THICK wYn EXISTING FINISH ` t ,? INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF �CO ASTIA OALV.STEEL TRACK40M Ct1ANN L AS APPLIC+BLE I CENTERMATE. t .290" Dsa"T° ASTIR A_103 TEFLGRADMM,0-00 ANN" OALVANIZOD FAEENF.D TO STUDS —_!. I; W �2)ADx+fz"1EK Sc8EWa ON 43c 43c ' - ---1 IrttE wR k lx1ERIOR racE p S"o.C. 1 a 0'D.C. tS 1/4"0-720 1HREADS BLADE SLACK DETAIL HVF IS ALSO VALID FOR X13CONSTRUMON 1/2 12 - j I CENTERMATE 21 APPLICATION WITH BLADE 1Q PRODOUS . 436 i} r0"x I IIA O,Od3°THICK ^ �t:IARfES�Z•�,, a 6 D.C. 11 COMPONENTS MIA.AS RI A-883 GRADE 40 r., 'gA1e1i,„• p Mn,0-ew ouv,sTE£L MS -WALL HE QER,,fSi� INSTALLATION MEYAL 81005 AT I6°O.C. in. �< —EXISTING rusil AS APPUCAOLE SCALE: 3/8"y 1" 'i.V r� » 1 (TYP.TOP d:BOTTOM) —_ _.——.—— _.. .-._—,-——_' — ��,., -_� - —. � t 3f4'x 6 114"s 0.035`THtCK lain. CONTr- ':,;` I IASY vf�1ETL2YCAL - ,.AtR - CHANNEL, E L '`EXISTMG GLASS ASTM A-85J GRADE QOn. D r77 GALVANIZED FASTENED TO STUDS $Y ()16xX 2TER SCREWS ON MIN.SEPARATION VARIES INTERIOR k EXTERIOR rACE ro css43a43b 3 C 2•ENTSRMATE (SEE SCtIEpuLE) Max. ;"'' 1. :�XIFRIOR ACCESS SIDE; jNTERIQR ACCESS SIDS"l'I A -- -------_ ------------ ---- -- --- ------------- --------=y ------ i------------------ --------- p-_---- ---------- ---- 6"(TYP.) IN 3. (6"Min•) IN-- ---------------- /012 - -_---.-'------.--. -__ -.-_---____ �Cl --=-_- ---------=---------- _- --- _ ---------------------- - -- -- - - _= __