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Home My WebLink AboutProduct Approval j ,r -.1 x re�cw e• a � t E4,,. 4�j•-�-`� i �F f�"; 1 s}j� �c�� j a." a t SCIS Home Log In User Registration _ Hot Topics Submi-t Sitict arge Stats s Facts Publications BC Staff eCIS Site Map Unks Search. `.h �C,��f ProduCtApprotial Yqy° USER;Public User w: RECEIVED Product Approval Menu>,Product pr Apphratlgn Seaith>Application List'Application DetainIR-i , FL389=R9 AUG 21 2018 " `��"" `"`" Application Type Revision Code Version 2017 ST. Ltide County,Parmittinq Application Status Approved Comments' Archived Product Manufacturer American Shutter Systems Associatidn,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL33407 (561)209-8263 bfeelevCleasternmetai.com Authorized Signature- Bill Feeley irodriguez@easternmetal,com { t Technical Representative �1 � E _ < r , C Address/Phone/Email {j i 11 Quality Assurance Represeriative Address/Phone/Emalt Category Shutters Subcategory Accordion Compliance Method Evaluation Report'from a Florida Registered Archltector a Licensed Florida Professional Engineer '..:: Evaluation Report-Hardcopy Received Tlorlda Engineer or Architect"Naive who developed Walter A..Tillit,,3r.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. F.' Validation Checklist-Hardcopy Received Certibcate of Independence FL389 R9 COI AMERICAN SHATTER SYSTEM AS5OC INC DRAWING 17-107 CERTIFICATE OF INDEPENDENCE.PDF t1 389 R9 COI AMERICAN'SHUTTER SYSTEMS ASSOC INC DRAWING 17-106 CERTIFICATI N OF INDEPENDENCE f 11 PDF F089 R9 COI AMERICAN SHU` rFR SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE,PDF Referenced Standard'and Year(of SFandard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202,203 1494 Equivalence of Product Standards Certified By .Sections from the Cede 'Product Approval Method Method 1 bptlon D Date Submitted 09%18/2017 `Date Validated 10/18/2017 *Date Pending FBC Appr`'oval 10/19/2017 Date Approved :12/12/2017 tLimmary,of Products FL# Model,Number.or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Noll-HVH2)-Drwg 17- (top and bottom)for storm protection 108 Limits of Use, Installation Instructions Approved for use in HVHZ:No Ft_389 R9 ii AMERICAN SHUTTER SYSTEMS DRAWING Approved for use outsideHVH2:Yes 17.108 BERTHA HV ACCORDION SHUTTER SYSTEM PDF Impact Resistant:Yes Verified By:American Test Cab 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 Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load F 389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade w/o window biade,T-2"for 110 psf ASD load 17-,08 PRODUCT EVALUATION REPORT PDF for HV3 blade w/o window blade and 8'-11"for 62 psf,T-1 L" Created by Independent.Third Party:Yes for 55 psf HV3.blade w/window blade working in unison.Maxsspan 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. 369,2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking,blades retained by tracks 1 Only-(Non-HVHZ)-'Drwg 17-107 (top and bottom)for storm protection Limits of Use Installation Instructions 'Approved for use in HVH2;No E138�Q-IIAMERICAN SHUTTER SYSTEM ASSOC., Approved for use outside"HVH2:Yes INC DRAWING 17-107 BERTHA HV ACCORD(,gry 5HUTTER Impact Resistant:Yes SY,STEM,PDF Design'Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other-Large missile level"D".Max,.-Span Js 16'-0"for 30 Created by Independent Third Party:Yes p.s.f negative ASD load depending on centermates and- Evaluation Reports locking rod configuration for the,HV1 blade,8'-0"for+64,- FL389 R9 AE AMERICAN SHUTTER SYSTEM A55OC 72 p.s.f,A.S.D.load for HV blade for Keystone mountings INC DRAWING—U-107 PRODUCT OF EVALUATION 7'-4"p.s.f,for metals stud mountings and 8'-0"for 110 p.s.f:_ Rt PORT.PDF for HV1A working in unison.See sheets 7, 11 and 20 Created by Independent_Third Party:Yes respectively of installation drawings for other spans and pressures. 389.3 ::: Bertha HY Accordion Shutter- Extruded aluminum interlocking blades retained by tracks o;= (Non-HVHZ)-Drwg 17-106 (top and bottom)for storm protection Limits of Use installation Instructions Approved for use in HVH2:No FL A9 R9 II AMERICAN SHUTTFR SYSTEMS ASSOC INC,,� Approved for use outside HVH2:Yes- DRAWING 17-106 BERTHA HV ACCORDION"SHUTTER Impact Resistant:Yes SYYS .PDF Design Pressure:N/,4Verified By:American Test.Lab of South Florida Inc, Other:Large missile,Max.Y6'-0 "span at 30 p.s.f ASD load Created by Independent Third Party:Yes for Blade'1 and'18'-0"for Blade 2.See schedules on sheet Evaluation Reports 12,25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS S_OCINC DRAWING 17-106 PRODUCT EVALUATION REPF „)f RT.PDF Created by Independent Third Party:Yes' ick ext 1MWI Us.-20,11 Mayr Stnne Road, 650-497.1824 The$tat@ lir Florida KanAA/E£t}employer.Coo h,1 2004-2013 State of Flonda.•:t Privacy Stntemont::AccessiWlity Siatemgnt:t jieiund�aterner>) ' .Under Florida law,.emag addresses are public records.If you do riot want your a-mail address released in response to a pubtic-records request,do not Send elgrtm lc .mall to this entity.Instead,contact the office by pbone or 8y.traditionat mail_if you have any ituescons,please caatact 850.437,1 395.'Pursuant to Section 455.275 (1),Flonda Statutes,et.swive October 1,2012,8censeas ticensed undet'Chapter 455,F.S.must provide the Department wilt an email a"ddress if they have one.The emalts-provided may he used for official cwwriumicaboa wOli the hcemis e,Ha W,--gr email addresses ane public record.it you do not wish to supfZy a personal address, please provide the Department with an email address which can be made available to the putilk..To determine if you ane a licensee under Chapter 455,"F.S.,please click r e Product Approval Accepts: GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOYTN.ON THIS PRODUCT EVALUATION DOCUMENT(P.EO:)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(61h EDIIIDN) OF THE FLORIDA _ BUILDING CODE THIS ACCORDION,SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES, DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVEMENTIONED CODE„FOR A BASIC WIND SPEED'REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-10 ANO SHALL NOT EKCEED THE MAXIMUM(&SLD.)DESIGN PRESSURE RA71NGS INDICATED ON SHEETS T T IHRU 15,.19&.20. IN ORDER'To VERIFY THE ABOVE CONDITION,ULTIMATE DESIGNWIND LOADS DETERMINED PER ASCE 7-16 SHALL,BE FIRST'REDUCED TO A.S.D.DESIGN WIND LOADS ,AR..A� 1: HVBLADES M& Q BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE'THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS.INDICATES ON SHEETS 11 THRU 15, 19.&.20. GENERAL NOTES SHEET 7 IN:ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O.,AS TESTED.WERE NOT OVER STRESSED,A 33'R INCREASE.IN'ALLOWABLE-STRESS'FOR WINO LOADS WAS NA'USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ' ANALYSIS.HOWEVER,A WIND DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA N.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD,HAS:BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38=44 SHEET 4 ATL REPORTS: TYPICAL WINDOW'BLADE&wlNaow.DETAIL -HV BLADE(D 10214.01-03.10715.01-03,..11004.01-05,1t214.01-05,10317.02-06,10609.01-10 AND 10210.01-11-AS PER TAS-201,TAS-2Q2 AND TAS-203 PROTOCOLS AND-ASTM E-1886 AREA,2-'HV BLAD -(11)AND HV WINDOW: ADE AND E-1998 STANDARDS.(MISSILE LEVEL D.:WAdo 2 D-ZONES 1, 2&3)&11220,01-10 AS PER TAS 201,:203 03 PROTOCOLS LARGE MIS ,3 SILE, (WHERE APPLICABLEa- -HV WINDOW BLADE'a 10505.01-08 AS PER ASTMI E-.1886 AND E-1996(MISSILE LEVEL D.WIND ZONES 7,2,3)BASIC PROTECTION ONLY AND 1 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &,NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/SLOCK SHEET A. 2.HV BLADE;�i 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 19 INSTALLATION DETAILS O-M. CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114x2.75"AND 1140.75"RESPECTIVELY, 410-HT MINIMUM-SERIES'S CENTERMATE RN HV SHEET STAINLESS STEEL SCREWS WITH 135.0 ksT YIELD STRENGTH AND.180 ksi TENSILE STRENGTH.'PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY.APPROVED CENTERMATE ALTETERNAA TING DETAILS.FIV SHEET 9 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS.ASSOCIATION.PINS,MUST BEAR THE HVMARKING ON.THEIR HEAD.. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION.ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM'YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 k9i AND 35.7 kai FOR ENO CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 60051-T5 ALLOY. MAXIMUM SPAT TABLES SHEET i ANCHOR SCHEDULE'-'CONCRETE& BLOCK SHEET 12 5.ALL SCREWS TO SF STAINLESS STEEL 304 OR 316 ASI SERIES.OR CORROSION.RESISTANT COATED.CARBON STEEL AS PER DIN'50058-WITH 50 ksi MIN:YIELD.STRENGTH AND 90 ksi MN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.33.4. ANCHOR SCHEDULE- CONCRETE&:BLOCK SHEEP 14 &BOLTS TO BE ASTM.A-307 GALVANIZED STEEL,OR AISI 304 OR.316 SERIES.STAINLESS-STEEL.WITH 35 k i MINIMUM YIELD STRENGTH. 'ANCHOR,SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:FM 13LADE©:12,13.14,19 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16' HV BAILIE Q.&© WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12"&X.WOOD SHEET 18 S.THIS BERTHA H,V.ACCORDION:SHUTTER SYSTEM BEARS A U.S.PATENT 16'779,582.COMPONENTS:OF THIS APPROVAL ARE COVERED,IN.WHOLE OR IN PART BY U.S.PATENT.15'458,179 ISSUED-TO EASTERN METAL.SUPPLY,'INC. ' AREA 3, HV W(NE30W.._@LADE GLA ONLY 9.IT SHALL BE THE'RESPONSH UTY.OF THE CONTRACTOR.TD'VERIFY THE SOUNDNESS OF 114E STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE,PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ' AUL.SHUTTER COMPONENT E TGE$,WHICH REMAIN,THRU,FASTENING IN CONTINUOUS CONTACT.WAFT THE BUILDING TO PREVENT WIND/RAIN'INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST:BEAR.PERMANENT LABEL IN A VISIBLE PLACE'WRF1 WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME'OWNER, TENANT,OR OTHERS,MUST PROPERLY.CLOSE ALL.HV AND HO AREA 4: H( WINDOW BLADE(1)ONLY CENTERMATES AND ENGAGE OR LOCK ALL.TN'AND HD LACKS. 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON iA READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SNAIL BE INSTALLATION DETAILS,METAL STUD WALLS SHEET'2O PLACED FOR EVERY OPENING.LASEURC TO COMELY WITH SECTION',170:3.912 OF THE FLDPJ04 BUILDING CODE ... .. 12,.BERTHA H.Y.ACCORDION SHUTTER SYSTEM'S INSTALLATION.SHALL COMPLY WITH SPECS INDICATED.IN THLSLDRAWING PLUS ANY BUILDING AND"ZONING:REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13.(a).THIS P-D.PREPARED BY THIS ENGINEER IS GENERIC ANO DOES NOT PROVIDE INFORMATION FOR A SITE SPEanc PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM-THE P.E.D.. (b).CONTRACTOR'TO DE RESPONSIBLE FOR THE SELECTION,PURCHASE,AND INSTALLATION INCLUDING LIFE SAFETY OF THIS,PRODUCT,:LIAISED ON,THIS P.E.O.,PROVIDED HE/SHE DOES NOT(XWTE FROM THIS DRAWING SHALL ONLY BE USED TO THE.CONDITIONS.DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS'THE.CONTRACTOR'S RESPONSIBRUfY. OBTAIN PERMITS iN THE STATE OF FLORIDA. {c}THIS P.ED;WILL BE CONSIDERED.INVALID IF ALTERED BY ANY MEANS, - - (d)SITE SPECIFIC PROJECTS SWILL BE PREPARED BY A.FLORIDA REGISTERED ENGINEER-OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE.FOR THE.PROPER USE OF THE P.ED.'ENGNEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE PLED.ENGINEER SHALL SUBMIT To THIS,LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW: (e).ORIGINAL P.E;D.SHALL BEAR THE-DATE AND ORIGINAL SEAL.Alio SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORDTHAT PREPARED IT. ' FLORIDA BUILD CODE Non High Velocity NOrriCOR6 Zone . LI '�' - ". ... CL7 2017 EASTERN METAL SUPPLY. ID2017 DLTFAD.INC . ��. , •r ,._,. BERTHA HVTMINC. L E C' Accordion Shutter System O N u c. ■. ■ ■ N H,v:.MAX#1 W/OR W/0 H.v:WINM kAt j�� 'yy. American Shutter Systems rV.'N'':. DESCRIPTION. DATE MAIM eY.' LIZ. T 'V TILLIT TESTING b; ENGINEERING COMPANY ' w Assoclatlon, Inc. 7 OLD 15-DBS 7/27/1 DALE: 07/27/17 t+ 43es xtw.3E n sL Srt. Os 1MRmt a cwO Ns;ALOxnA u1s 4268 Westroods Drive 2 " _ .,'1a,,�� Phone:(JOS)871-7530.Fax;(305)6)1-1531 DRAWING N0 �nIr L+'�'" d4e o-mca:6ILc�oaoa;wm West. Palm Beach, FL 3340,7 a .f }� (�.''TI••••.t 4�♦+}�/i` EB-aD062i9 4 .:. I.7`107 Ar y�"+N `` rUM WALTCR A.T711UT Jr.P.& FLORIDA Uc.E 44167 s : SHEET P.E. Sttt3IF:fi}A"�URE/GATE a 1' OF 20 : YAWES - WP iDR111YpOW ( 6LN1E'� ob, � 1,.�,J76• 4174 aE i a .. 4.7t` °L5•�-+ 0. �, 4.185--V-----Y - m� �" "�"(^v. . 7• 4'x99' . HV SQI�D BLADE 3 HV /E SA FLOATER 375Tot, ARTER458174 QUALIFIED FOR USE W/' QUALIFIED FOR USE Wj HV BLADE(, C41 ECT U HV.13 ADE 011 HV WINDOW BLADE* 6003-T5 ALLOY AND TEMPER QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER "SEE UMMATIONS OF USE OF BLADE @ ON SHEET 19 LLOY Y A 1 6063-T6 AH .373" i--.io 6063-T6 ALLOY AND TEMPER 5.50 0" TEMPER ,524• - �( ` n .085, 21670' 3.5fl .994• 6 .670' 2.226" c 72 Tz'. ` .897'4t�/}tV ADJ, ADAPTER W/LIP0:072 0.072' - QUALIFIED FOR USE Wj HVA WALK-OVER.TRACK HV M. FLOOR, TRACK13LADE(D QUALIFIED FOR USE w/ HV 09 HV TRENCH TRACK X55" 3.7 6063-T6 ALLOY AND,TEMPER BLADE11 QUALIFIED FOR USE Y! HV QUALIFIED FOR USE Wj HV 606.3-T6 ALLOY'ACiO TEMPER 13LADE&1 ONLY_ HY RAIN99ARD BLADE N 6663-T6 ALLOY AND TEMPER QUALIFIED FOR U E W/ HV 6063-•T6 ALLOY A O TEMPER nl YAE e$ �I 1.935' BLADE 1) ff 7' Ls 5' 4 6063-16.ALLOY AWD TEMPER 'x°K,. VARIES 1.936' is 1.917' >m cI o . aK. _..-.� m Q83• $ �..083• c :093'' in 'am r 0 081' 063` I 093" -J _..._� w .100 �` °LW .12s' - IN .06 rr(, 060• ''8 M 670. Y .093•.. .93""0l .0 0 -I n.Y ,i.. 1 + 1" 670 mpl 670 1.686" ,i - o' , .3 29'' 3 - j I670 �,�� 6Y�--^� L__�___3 529 12 HN HEADER�SILL 13} Hb CEILING HEADER/SILL 11 HV Cf� NG HEADER FI 0 LIFIED FOR USE W/LHV.BLADE 1 .ONLY, QUALIFIED.FOR USE W/tiV-BLADE 1�ONLY QUALIFIED FOR USE W/ HV BLADE�1'� • 1i�NlaLIK_NI ER/SILL 6063-T6 ALLOrY AND TEMPER SEE SECTIONS FOR VAUDITf� SEE SECTIONS FOR VALIDITY. QUALIFIED,FOR.USE Wj HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER -BLADE 1D ONLY. 6063-•T6 ALLOY AND TEMPER __'I Tt t- COMPONENT A 8 TT T2 X Y I Lu 2• 2' 10.525' 1` 1' ,082' 1 2" 5'MAX'. 1/B' 1/8'ilt { 3" 3' 0.490" (t6 2' 5'-MAXI 0.192" 0.192' SIDE ANGLES _..._.._ i QUALIFIb FOR USE W HV ALUMINUM ANGLES 19 2.5' 7•VAX. 0,19cr 0.19- 'U CORNER POSTS / QUALIFIED FOR USE Wj HV BLADE d QUALIFIED FOR USE W/ HV 11 BLADE 01 6063-T6 ALLOY AND TEMPER 6063-BTA DE(1)ONLY AND TEMPER 2' 5'MAX. 0.139' 0.131' 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE' Non High Velocity Hurriccne Zone _ $I,,- OUL02017 EASTERN METAL SUPPLY, INC. 02017 TILTECO,INC. - BERTHA HV,, �'��''� Accordion Shutter System IiL1C4`drHc ■ ■ ■ ■ / J H.V. BLADE#1 W/()R W/0 HN.WINDOW MAX 71lLIT TESTING & ENGINEERING COMPANY AniBrlCalf ShutterSySf6TCIS EY,N DLSCgUTON.' DATE DRAWN 6r: Lc tf : eTI saw;.1esn:se,sce.Sas.-+m a+a cwoq+s,rte�A ss+e Assoclatton, IRC t OLD 15-085 7127/1 DATE: -07/27/17 O a t Phone:(305)871-1530.Fav:(305)871-1531 42B8 Wes{rgOdB Drive x On I� -a:tll a as lx- West Polm Beoch, FL 33407 3 DRAWING 07 {t E8-0=719 7- a ""•"""'� �'\ 1L WALTER A.TI UJT Jr.P.k. 4 I 0 is 11. FLORIDA Ur.!44167 5 SHEET P.EhY E/DATE 6 2 OF 20 4.660* 4 ( _ 1/4'-20[1 t/4•-20 s CAW .76 4' 2.293' RAT tt=AD THREAJ"ED NouS]vC ENAMEL _ T d,3L4' S9AA,S .&NCD P.VNTOi t'MREADED DIE CASs p0 y" (2 TVP.) m ! N0tlSPtO ELuxEL } ftp C• .I P • a' 'Y 9 mI BAKED PN i ED L < °�� l I-� a� ecnEss tuaN Off?. • .062. Lq i _... ...I o. :316' Q.?1'-'^ .. �'4$.•. 1 -w'ai &QKCS�{C�reauE fa aaME PPLATE) 21 BY CENTERMAAT,E 1,,2 HV C 's 3 so, L+32s -N, m` HV HV EGRESS LOCK QUALIFIED FOR USE Y!/ HV $LADE 1�& 1�,ONLY � g Soz3-,-,_._# 67s_;;,I QUALIFIED FOR SE W/ HV QUALIFIED FOR USE W HV 6063'76 ALLOY AND TEMPER OUAt(FlED FOR USE W/ HV BLADE'1 & to ONLY +) L. ��-- $LADE/1` & ONLY. $LADE 7 & ONLY, 6063-T6 ALLOY AND TEMPER ;L H}/ {' .^ R}�A: J Q' - 'Q(ALIFIED.FOR USE IN FIV BLADE 1J ONLY 250"O.D. 516, 4 2674" 6063-T6 ALLOY ANQ TEMPER PLASTIC HEAD 1(k 1.75 22' .37. MOLDED T0. 4.0 S' SCREW i t -79` 1.753'" t.t>co'O'�r • Ob11 N' N O 2 ^ 625'* 36D'AFTER RIVETING 1 f 4"0.-20 X 3�4" BF.fORE RIVETING d } $ Y N a 1 jd"�-20 REV►�UT* S.S. THUMBSCREW . *SERIES 4444 AtiUMiNOkS.{2024-T3 AttOY}LARGE£iANGE.TNUY /��^'�, - �y T 62 SHEET NUTSERE,PART%',0820;AS MANUFACTURED 9Y AWEL PLAN TT{ONT EII.VATtON i'j50 HV MA�.E pT�. L�4K -CNMATE - i - A.566 { �»' CHEERY Tf10'ORN,FPRSIPFENY.NEW d8R5tY 0?034 OR EQUAL Z� LOCKER FOR "T" LOCK CENTERMATE �9QUALIFIED FOR.USE W/ HV $LADE�ONLY C9, HV FEMALE "T" LOCK CENTERMATE HV "T" LOCK HV ALTERNATIVE �OCIS 6063-Ts aLLOY ANO TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV$LADE Q ONLY QUALIFIED FOR USE W/ HV$LADE(iIONLY W FIV $LADE 1 ONLY: BLADE(1�'1,ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPERR'' / 2p 1.:977 1.917 `-15» +° t THOMMRN ..063 m ' ,4 0 1 C r CYLINDER OR ^4 214 �� 063 .062` .214'.�Iv 5 - I KEY CYLINDER _ t. IR' L. r 0.875'Min. � _ .125'M oO� W N ax. �1 C d t3 H TE W L t SO- 0 p w QUALIFIED FOR USE w/ HV ©LADE 1 & A ` QUALIFIED:FOR USE W/ HV BLADE(V&& 1A t 6063-T6 ALLOY AND TEMPER, { 604'. 6063-T6 ALLOY AND TEMPER $ rw VARIES. +z'MIN. QUALIFIED -T6 USE W/ HV BLADE(g&& to +J:'d-2o s.s.rni a/6•o-ss 7. 0' 6063-Tb ALLOY AND TEMPER - vI ACETAL iHUM95CaF}TS. f1/7' _ .� ___rrHUMHTUAN { (SFE DETAILS) ( I]C O KEYR + _»....................¢- ........._. 1.315' ; , 1.57 Min. CYLINDER �. SOCKING RODI,� ti_f? LOCK QUALIFIED FOR USE W/ FIV BLADE C3 " ACETAL 3 /�'�/4�." Q/--20,ISI. 304. BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 6063-T6 ALLOY AND TEMPER ^3/`�' 16 ,ACLre1a TRIES S.& THUMBSCREWS QUALIFIED FOR USE w/ HV $LADE{i)& INSTALLATION TRA WILL REQUIRE:A EMBE HOLE IED FOR THUMBS CREWS QUALIFIED FOR USE W/ HV BLADE101DFFIILED AT TRACKS FOR PROPER Etd$EDMENT QUALIFIED FOR HY BLADE 1� FLORIDA(J�IDADI�BUILDINGUDE(Non High Velocity Hurricane -Zone' A r'i 02017 TILTECO,INC. {TLii jltll" PL t"� 11, 02017 EASTERN METAL SUPPLY,INC. ,�``' Pte''IGEN �'= BERTHA HVTm _..` w` Accordion Shutter System 1L ECO INC. A �il�' H.Y. GLADE#1 W/CR W/0 FW.WNDON BLADE American Shutter Systems REV.-N DESCRIPTION DATE, DRAWN W. L.C. TII:LIT TESTING-$ ENGINEERING COMPANY Association, Inc. i OLD 15-085 7/27jt oaTE: 07/27/17 "7 °sss AM,38N.SL.S sds,MRMA CARDats.FLOR0.4 3316 q�$g WestrODds Drive 2 STATE OF .+. r `� Pnona:(30s)871 1330.Foz (3A5)8J1-1531 —DRAWING No ,t✓A1� /C�QI�IiJQ �(Gd \ e-ma1R667t9,cort West POlris Beach, FL 33407 17-107 WALTER A.TILUT Jr.P.E. 4 (pdyye rtt FLORIDA Uc,1 44167 5 SHEET P:E SE�ACjs��#A Rt jD.4T.£ 6 3 OF'20 SHUTTER ASSEMBLY SCHEDULE FOR I �—•� HV—a—HV i0 OWE PCE _ 0625' HV BLADE 1 4' -� 1 E 1A 1676 I-'-• - x 1 � •, i HV YANDOW BLADE 0625- •0625 .0525' HV-BLADE IA B1ADVS i "m aPENIN I .0625 ..1675` Y HV LONG RECESSED NYLON BUSHING I!"—Ta .� KNUCKLE Y 0A6.5" 39 � 3 1 (TYP) HV SHORT RECESSED NYLON BUSHINGI; HV NYLON HAT WASHER (DOR rtaL—_p ota PORTION i Da RTs t � 3tsa' Q HV WHEEL CARRIAGE AISI 302-303 SERIES � ( I �4 ^� 1 f X jf�c267sD' X 0.870"x3/16" THICK NYLON WHEEL. \"J I �: rL� N 2 7 MRv. KV WINDOW f t .315 0 SEPARATION P3.00 0:18$"0 AISI 302' SERIES S.S. RIVETS I BETWEEN 3J625' 3.7500' HV 1 3/4 ACCORDION PIN W/ #8 HEAD * EXTERIOR (, OPBENINGS f 5 3/4LADE 7 ' ° °C3, ON CENTERS^E+CT1�0N Y M- 7500` HV 2 3/4" ACCORDION PIN W/ #8 HEAD * ` 41 4 4" I. _.__.. 1 BETWEEN TYPICAL HV WINDOW BLADE AND 144 POLYCARBONATE IMPACT RESISTANT HV WINDOW I I r— NI 3s T POLYCARBONATE HV WINDOW QETAII OR Q� �Q or A 14.r.S; 43— cl ( REQUIREMENTS) I p DR ® ! I j POLYCARBONATE IMPACT RESISTANT HV WIND06y,. I ! 1 BAYER MKKROLON 3103 POLYCARBONATE CAM Xt RESINS, UV-STABILIZED GRADE OR SA©ICUY PIN OrClUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR 3: . 25 * 11 1 r I 12,MIN,BLADE B011 U INNOVATIVE PLASTIC LEXAN 103 RESIN Q Hy T IIS I �OR I 1 (SEE NOTE "F ON SHEET 19). L— (1) HV PIN @ SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV O OR i i 3 POLYCARBONATE SOURCES FOR 4 HV BLADE. TICA,_SH UTTER ASSEMBLY i FI i EXTERIOR TYPION.PRORERIIES ASPTeANcW+aTRUEmql T Lac novml[ ' . HY PIN OR 4 AT FIITFFENCE •"OCAt 1 xu naac EXT RIOR ua."a*>sim wRA.+u {2} HV PIN MAY BE USED IN LIEU OF AND ONLY AT BLADE'S KNUCKLE. aD:3dt. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D ca.324 (SEE NOTE *FOFC SRErn1c t ITN AM 0182 0443 Rr° °°`3'/I BLADE WHEN CORRESPONDING TO INSTALLATION "I1". SHEET 7. o4s7t" @ 3 REQUIREMENTS) z TUC=nEn 5 RE vTN ASP,063e 9,400 F:.R, TYP. ". FLEXURA.SIRE=H AT YIELD ASTM 0780 00 12300 R+7: 13.400 PSA /� {3) HV PIN C5' OR @ W/ 1./2 O.D. 1/16" THICK S.S. WASHER; E1' ! FLMML uomuts ASRi.110 340.0R.L 34$.000 R.-. SHALL BE USED FOR .DIRECT MOUNT INSTALLATION PER DETAIL X. 8� i I` l(j ® +ro1cl ED ROD wS u 4256 16 Er-roF1' 17 Fr-lug SHEET SYOXE,OD1= IMM 02843 47.2;: 64.5 1;0A% N.FEEL CARRIAGE DE'AIL YOU7 RATC OF Bnt o AMM Dass c-I CUs t-1 cros SED'KNMON ASM 01929 1040'F 980'F WT%,TI[IUNO: A5TY0155 TENSE SLRE`4�AFTER'WEAtt OWC ASTM 636 8302 p"I 00+0 V.0.. TEWU STRESS BEFORE WEAT CRINO ISM 638 0461 O.J• 6560 P.J. )HY BLADE .SOLID 81fA HY WINDOW BLADE DETAILS N.T.S. �FdANprriiy,' � .sFl, A.Tit � FLORIDA'BUILDING CODE{Non Nigh VelociLy Hurricane Zone ♦�t1 �NS`' 4// �+ 02017 11LTE.CO.INC. 02017 E/�S'fr.RN METAL SUPPLY, INC. tT C BERTHA HVTM A.S�&A. Accordion Shutter System L /�E C V I N C. H.V. BLADE 1#1 W/OR W/O KY.WNOOer BLADE American Shutter Systems REV.N DESCRIPRON DATE DRAWN DY: L.C. 'TILLIT TESTING & ENGINEERING COMPANY Association, Inc. , ow 15-0115 712711 DATE: 07/27/17 Q r 5PIjr X21 .6355 N.W.3801.St-St 305 wRanA DnoErs,FLar�;sips _ 4268 West�aads Drive 2 --......-.— -i�--- Phana:(905)871..1530 tox:1(365)871-1531 DRAWING Na LS'S+� NA��6 L/ -mv:VNac009d.com West Palm Beach, FL 33407 3 1TM1 O7 t+ EFF-0066716 •. d+1+ WALTER A.TILUT Jr.P.E. ,'•,, FLORIDA Ue.#44167 5 SNEET P.E SEAL/SIGNATURE/DATE 6 4 OF 0 *NOTES ON HV LOCKS AND CENTERMATES A a C' G . Y N 5 T U � • � 1:MANDATORY.CONDITION/1: ONE FIV LOCK 2��'or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY'SPAN- - OR 12 ABOVE ORB OW 2 QF SHUTTER Sp FOR SPANS UP TO TOS",AND'FOR 1NST TIONSAT ANY ELEVATION. I LOCK .or MAY:BE USED'AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO�i OR. CENTERMATESW/(2) 1/4'0-20 x 1/2"LONG FLAT HEAD S.S. M.S:LOCATION OF LOCK SHALL BE AS INDICATED ONIt It n . TYPICAL SHUTTER.ELEVATION.. O°"�✓p0' 2. �L- -/T3 IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV 16�.6- f LOCKS '99 OR qq MAY BE USED AS AN.INSIDE OR OUTSIDE LOCK. CONNECTION.OF LOCKS TO CENTERMATES Q r - ORLOCSH+U.L BE AS INDICATED ON NOTE (1)ABOVE: -ntlCT�' A ION•OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. 0PjjOXX CONDMONL j2 ONQ ONLY A RY CONDITION#1 OR LIMITED MANDATORY CONDITION ��,�{ IS 1 a.V.-LQCKS7: LOCKING ROpS_L3 ARE NOT REQUIRED AT„ URRICANE POSITION, BUT MAY 4 'EJa"E 0 ODR�* - as CS BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE LOCKING RODS Qq OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION),. 4,.,MANDATORY.CONDITION i2:ONE'IV LOCK2@ SHALL BE USED AT CORNER'CENTERMATES FOR ANY SPAN ;$ .I a AND INSTAD.ATIONS AT ANY ELEVATION. HV LOCK 2 or @ SHALL BE USED AS AN OUTSIDE OR INSIDE_LOCK. ATTACHED TO CORNER CENTERMATE-WJ(2) 1/4 0-2q X,f/2-LONG FLAT HEAD S.S.MSSCS .TWO LOCKING RODS r `Jz AT TOP&80 OM SHALL BE USED.LOCATION OF LOCK SHALL DE AS INDICATED ON TYPICAL SHUTTER ELEVATION: o K{C_-WC MAXIMUM SHUTTER•SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. k ONLY FOR HV L � x S. W1 SYMM ONE ALTERNATE.HV LOCK q6.,MAY BE USED IN UEU OF HV LOCK or FOR ANY SPAN AND F ri INST TIONS AT ANY ELEVATION.AL NATE LOCK @ MAY BE USED,AS AN NSIDE OR,OUTSIDE LOCK.ATTACHMENT OF 1'/44-20x3 *S.S.THUMBSCREW TO C OR.@ CENTERMATES SHALL BE MADE W/ 1/4'4-2ox3/4'ALUM. d —�y RNNUT AS SHOWN ON SECTION HVE,SHEET S.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO .^ T` LOCKS AT 1/3 OF SHUTTER SPAN. {{{ a® 6. MANGAMRY CON EY ON-JA EQR KSTONE MOUNTING INCE LL TMS, ONE HV.LOCK @ or @ or C@ SHALL BE S USED AT'1/2 OF SHUTTER SPAN FOR ANY SPAN'OR.12 ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS,UP 4 T4 96',AND FOR INSTALLATIONS AT ANY ELEVATION.RV LOCK-@ or 0 or @ MAY BE USED AS AN,INSIDE OR -- � .I - OUTSIDE-LOCK.ATTACHED;TO C-or:�SYMMETRICAL CENTERMATES W/".(2) 1/4'-20:x:1/2"LONGFLAT HEAD S.S. ' .SEE END vv M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL,SHUTTER'ELEVATION.USE OF LOCKING RODS W/ CONNECTIONOR®TOP`AND BOTTOM,IS COMPLETELY MANDATORY. DETAILS ON 0 F C N 1 J K 4 4 p a x V w x i18 T�YPS..FUL I1 #NOTES ON HV "T" LOCK$ AHD CENTERMATES` IGHT. OF CORNER aw�urtm.wm 1 CENTERMATE ad&;ONE ALTERNATE HV 7'LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS -0R FOR ANY SPAN AND - 1- -C1aR�s}aRto, INSTALLATION AT ANY ELEVATION.AL RNATE LOCK® Y BE USED AS AN INSIDE OR 00 DE LOCK. ATTACHMENT.Of LOCK tv5d INCLUDES.USING RFJNFOP.CING LOCKER AS SHOWN ON-SECTION MVG SHEET 9,WHICH MUST BE CONNECTED TO CENTERMATES O.AND,W/ 1/4'0-20 x 1 if2'LONG SS.THREADED BOLT W/7j8'0 x 3/32" � (y� WINGNU,T,.ORr.W/ 1/4'0-.20x1 S.S.M.St.INTO A 1/4'0x 5/8''RIVNUT: LOCK MAY BE INSTALLED AT MIDSPAN OR 12' t �1'.7 +@-) : -(71+@ of MAXIMUM.ABOVE AND.BELOW MIDSPAN.IUSE OF TWO LOCKING RODS(a,TOP AND SOTOM IS MANDATORY. @+@-Ci@ 0.0�^ -@•(03-@+5.oaT?. *NOTES QN f4b LO VAIEI__'s 1 stO L it 2 Wl C= ONE ALTERNATE HD LOCK(;Y MAYBE,USED.1N UEU OF, TYPICAL 11 HV BLADE SHUTTER, ELEVATION HV LocKs;2 ort FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION,ALTERNATE HD LOCK a AIRY BE USED AS.AH INS{DE OR OUTSID,FS LOCK.ATTACHMENT_OF HO LOCK 4 TO 0' IS W/3 gB x 3/8'F.H.SS..M.S.AND INCLUDES REINFORCEMENT INSERT.ip AS SHOWN ON SECTIONS HOBAND HDC-HVC,SHEET 1o.LOCK MAY BE INSTALLED AT MIDSPAN,OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN,USE OF LOCKING.RODS @1 IS-COMPLETELY OPTIONAL II01JJ�rri..�ry� FLORIDA BUILMN on Wghl Velocity Hureicane Zone, 11 Pr4.•,,... /�•f�.. 02017'EASTERN METAL SUPPLY, INC. 1 02017 TILTECO•INC. - �d�i: s' ERTHAA—HV7M A + A Accordion Shutter System M ■. w w H H.V. RAW#1 W%OR W/O KV W NDOW aXX Ar o 0 CRI `" Phona:(305)8X-19S.' Fax.: RDSNS871-1SM7. AmericanAs Association,tion Incsf8ms 1N OI.D515pT065 7/27/1 DRAWL 0' LC: TICCIT TESTING k ENGINEERING'COMPANY 07/27/17, rye to,. sssr.Itw.asst:SL'sl..30S,»AgxN ano_rs tlatoA za/s 4268 Westroods Drive . 2 un.�ooaa.�am West Palm Beach, FL 33407 s NG No ssjaNAL F��', SL7 wAITr£B-COD6A. 6771s r.E 17-107 • FLORIDA Lia./.44167 5 - SHEET P.E. SEAL 5 OF'20 CONCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON. OR.CONCRETE BLACK REQUIRED - 1/4"0-2Oz3/4'S.S. POURED--� CONCRETE SHEET 13) CONCRETE ANCHORS MACHINE SCREWS CONCRETE REDUiREO .REQUIRED \ { ,�»-.__ FOR �,1^ j fr' (SEE SCHEDULE ON YI/ 1/4'-20 -CONCRETE ANCHORS ♦ 17 18 _ A ctYSTaNE(SEE uOON M(g)w SHEET 7) f f` SHEET 13) NUTS 12'O.C. - (SEE SCHEDULE ON SHEET 13) 1- f ]2 tsR 1.4 MTq• 1 4^a-20.3/4"Ss. r ' 1 tn. k r _ "� _---_ .EQ EO- f-MACHINE SCREWS--Eo! EQ. • f'� 1 USING 1/4"-20 NUTS ,. 4 1/2 rFr' zso Mo- }}}^' - t 3 Oft15 _ 13 aR ]5 ! �} r f r .r�` E,p* . _.250' E. 1), I :250"Max: `f r.�.� _ J,. ;- �i l tt!� •E:D., r �� i i •' E�S I � j r r - OPTIONAL i � r i k'N 4P1FNT1311 ' t n�45� FSI I MIN.SEPARATION TO GLASS , t r t aa.. `I ---OOR ]@* O E GLASS—.f—�"'(SEE SCFEDULE ON SHEET 11)' ` E%LSnNG i a Q1& 1 1 1 ' MIN.$EPARAnON TO GLASS I I I ] t_ . aLA$S--t I -A M r-(SEE SCHEDULE ON SHEET 11) I t 'Y E%ISRNOA - r��, G1Ass-ti u'I-IV.WALL HEADED INSTALLATION HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION + KEYSTONE EXISTI,IIG - ! ; MIN'.SEPARATION TO GLASS GLASS—, Lma SEP.VN11Q1 ♦ - t i I 1 F.%L$nNC_,j (SEE SCHEDULE ON SHEET it)-'-- 1 ro OISS(� 1 ..1'---DOR L MIN.SEPARATION TO GLASS I GLASS L i ( I (SEE SCHEDULE ON SHEET 11) IQ rw i aR1Ze s&q M s E%GIS11NG i ,. r f ,t f i,/-OPTIONAL I/4. I 1111 'r, I Mo.. Tft QPnoNu 'I T3 OR 15 L/2.E.D.*t / 1 ,/ +/ i i r i 'v i i i i _ F E D .L = 19 to EQ- 13 DR 1 12 aR 14 T/4 O 2023/d'S.S. / r Mm. PNILUP$TT3US5 HEAD �'� 1/4bO 20.3/4'S.S.PHILLIPS MACHINE-SCREWS USING I r.A r CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS SEE SCHEDULE.ON ` t CONCRETE,ANCHORS / �'�O.CRETE 1 1/4^-20.NUTS® 12"O.C.. ( W/ 1/4'-20 NUTS W 12'O,C. I/ � � POtlREO GONCRfTE— SHEET 13) (SEE SCHEDULE ON SHEET 13) ° Min. ORCONCRETE BLOCK POURED CONCRETE !r 1REQUIRED OR CONCRETE BLOCKX ANCfIORS WALL REBURED �} HV WALL SILL INSTALL TA ION (SEE SCHEDULE:ON Fi HV WALL SILL INSTALLAT;LON POURED CONCRETE SHEET 14) ORCONCRETEBLOCK WALL REQUIRED V WALL. SILL,INSTAUATION DOTE FOR COIABINATION OF SECTIONS: - INSTALLATION DE(T'�A['I LS W 1-SEE SHEET 4 FOR TYPICAL SHUTTER r E.p•-EDGE DISTANCE • SEE LIMITATIONS Of USE FOR ��. H�Y BLADE LI G. ASSEMBLY (SEE SPECIFICATIONS:ON SHEET 13) GLADE ON SHEET T9 l� u A 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUR ANY INSTALLATION. -'sit fy A.T! '-�.. - FLORIDA BUILDING CODE(Non Htyn Velocity Hurricane Zone .. .. - ,•n•• p' • -. 4'+2017 EASTERN METAL SUPPLY, INC. 1� Glrs ✓„+,'�= 52017 TIUECO.INC. l BERTHA HVIM .4 F7,TrEc Accordion Shutter System Q �.7 A.S.S AN H.V.MADE#1 W/OR W/0 H.V.WNW BLADE ' 'American Shuffer Systems 3EVw No DESCRIPTION. - DATE DRAWN:BY: LC. TILLIT TESTING & ENGINEERING COMPANY ASSOCIOfICn Inc" 1 ,OLD 15-085 T 27/1 DATE. 07/27/17 ((� OQ* t� 6355 N.4t.36Th.s. se 301.WICIAA DARDEN9,FLORIDA 3318 4268 Wesfroad Drive 2 Ph—:(305)871-1330.f.-:(335)871-1531 DRAWING NO A —0:wt-0-I.— West Palm Beach, FL 33407 3 EB rrrrrrrrr�. WALTER A.,71LUT FLORIDA UL ! 44167 5 - SHEET P.E. SE Z;1GNATURE/DATE _ 6 6. OF 20 POURED CONCRETE ANCHORS Lar:_ypAPAIIQy � ' , CONCRETE r MiM.STPAfiNDSM + '-(SEE SCHEDULE ON SHEET 13) + ro CtA6S(5EC AOR `� EXISTING i m I ! m cUtiss , l5LTE7XRE@iSRE£T r ' (6EE SCREOtitE i tSHEET T+) REOUIR7 �r ! EDOE OF '�i CLASS �µ r S I{r/� �./ r r 0 /✓l J r APPL1CA8ON SHEET is SLAB 1 CE EXiS(tNG NA[6mhQ ` r-to `,i I SIM CLASS i' ti r ii ti ALTERNATE r i- EXISTING yJ ! ,..,..E`0 0-q• ANCHOR r J.✓rf. 1 ..•�r, r. r•! f� aG , LOCATION Jt0x3/4'HEX WASHER HEAD 33+rrMv/. '-' ✓✓r j �!rf., �r!1i !/r r,'f-..r ✓,j,I+{•.!f.'!/!,'tr°f,f''"- _.r S. 8 . `I'-✓rM✓YJ-I/ -�• "✓+'/1!',f '(!t 0F{rr,fr J o�+ ED GE OF1 OR 15 OR15 U3/8 CONCRETE ANCHORS (SCHEUE 0N SfiE73}9r APPLICABLE E EDGE OF EXISTING Al. SLAB IF GOF APPLICABLEESE EDGE OFSLAB IF 5lA8 IF APPLICABLE:k '+ APPLCABLEFIAT NERD CONCRETE ANCHORS - POURED V � E 0CONCRETE.CONCRETE (SEE SCHEDULE ON SHEET 14) tREQUIRED AHEAD CONCRETE ANCHORS. REQUIRED ON SlEiS R CONCRETE t ax,rsOA© - REOUIR€0 E p.• (SEE SCHEDULE ON SHEET t4)' !1 BCH'_ INSTALLATION VALID ONLY FOR UP TO +20, -75 PSF A.S.D. C+3' HV FLOOR INSTALLATION # (DHV WALK-'OVER INSTALLAT1914 DESIGN PRESSURE RATING&FOR SPANS PER 0I,HV CEILING INSTALLATION SCHEDULE ea. SHEET 17 IXISRNG M SEPMAD.t CQtiCf(E(E ANCHORS �'r•---.--(5¢.S�nRs - ' ro i O (SEE SCHEDULE ON' ,/4 0 hw SUR n6 TAPCO,i W/ OR SKUT 1)) I 7 SHEET,$) AMANDED THRESDIVU f EXISTING,,,._,1 va2r til ETSTING�' •"R"7q"TO° 1E00+3fOCT OR f/4'0 POA1A4. GLASS GLASS ",(S..FSSkF9ttE Ox S'£ET tt) _("T1. GLASS—•t fASIE2�5 TµREEI=+MKf10tM WJ \:�! itPA'iPIMTiDK-m WSS 7 3 a{dN.OMEDWo"O r + ;, ` ""'((SCfi SaSWU mi 5i,6f t,) r OC.FOR UP iD 6'-0'SPAN ARID a•O.C.FOR SPANS LARGER THAV I > i r 1/4-. � S'-0'UP TO 8 '-0'MAX.APPLY'''7 4 SMANT AT EYEAY FASTENER RED MAX . .,+ �" (Rp.)•'(slExdlE t CN i fT.• /TOz3J4 HEX €,p`;1! %. S4tEET Fi:FT)R UMTATi(XS 3/8 lAAx T- OR.15 ' I I. ., WASHER HEAD / r CCxi;.SEAVJIT _.( it - -TEK SCREWS ✓ + / - 14x7 4' HEX HEAD: f I 8 -®12 0 C. ( I 7 4 a-23 4•SS r+5 7EK SCREWS 1'b 9"O.C. -+ ,/ .- __ - 14x3 4 S.O.S:1 { r i: ,r i � -]0 xut6 OR 1/4'0-20 S.S.M.S. CONCRETE ANCHORS' :� Y _ s,+:Q [ 3r ($,y 9'0.C. '`� f _..__ +Y +t Max. - I.+• �:: '/,f`Jf O iT•D.C. W/NUT 0 9 0 C (SEE SCHEDULE ON t I f 3f • �'"/✓f' j SHEET t4) r L`f flOSTRi6'HOR STRUCTURAL 1 7 OR 1 fU - I.., // 1 2.00'MIN; WALL TRIM'(DECORATIVE .F53.�. I �' 1/2" 1. f r r ..1��R 11} ( �. I E.D- 'SU) f r } J. !! r % (, !j ;..: / �• N EOG OF `, f ✓ 114x3/4 fH:S.O.S. MIN - . 9[O$IF POURED CONCREIE (,.•! / ;+F 7 7/$',` 1 7/8' ,,• �t APPUCADLE �.. .._-CONCRETE ANCHORS' �$EE NOTE 1J(b) Y � ��@ ,f ! r. ,/ i a " .+ SEE'NOTE-t3(ti) •. •' t r• y �` :f r }Rv! ED POURED CONCRETE (SEE SCHEDULE AN ON SHEET I f ✓ ,r'`3 ED. '•!."y ! -0R CONCRETE BLOCK SHEET (4)- POUREp CONCRETE ON SHEET'T ,Ur Yp� OR CONCRETE BLOCK - =—=--'-, �REQUIRED REQUIRED KEYSTONE MOUNTING INST LATiON oPTlorinL POURED ETE l l HV WAIL FLOOR INSTALLATION MAXWUU ASD DESIGN PRE6SUR[+64.-72 pa CONCRETE L HV WALL WALK-OVER 1�$TALLATION MAiwiUM sHUTTtR SPAN e'-o• • QAV RAINGUARD INSTALLATION f THIS INSTALLATION SHALL'BE j.'OTE FQR GOMBIN02 OF CRONE A'E.D. EDGE DISTANCE RE.OHABLE WHEN PERFORr1E0 ♦ -X �,pTAT)ONS'OF USE FOR •ADJACENT TO AN OPERABLE E76( I-SEE.SHEET 4 FOR TYPICAL SHUTTER (SEE SP€CIFICATIONS ON S)(EET T3) OR ENTRANCE 'BLADE to ON SHEET t9 INSTALLATION DETAILS •'��("(\rr C� /,. �,r, BLADE. ASSEMBLY �. INS A LA f ION V I AILS i vL 2-MOUNTING.SECTIONS,CAN'BE 1—INED - IN ANY WAY'TO SUR MY,INSTALLATION. TIMI A A. if;,*---- FLORIDA BUILDING CODE(Ron So Vetocity hurricane Zane ••rr"� 1 - - 02017 EASTERN METAL SUPPLY, INC. 02917 nLTEC6 INC, ti '• '= A.S.S.A. 'B TMA H �, 4 - A Accordion Shutter System —� 11:0 C C aINC. Irl a ■ i�v. acnes w/OR W/v KV.Lwow etanE TICCIT TESTING& ENGINEERING COMPANY Af11e�ican Shutter Systems EV,d DESCRIPTION DATE DRAWN BY L.G. Assoclatton, Inc. I OLD 15-085 7J27/7 DATE- 07/27/.77 /tr 4 4365 ILW.35th.St„Ste.365.VIR WOA CAROM%rUaWA 331 0 .. A4 4268 Westroads Drive z Phone:(7Os)87rl!Wt .Fax (SDs)671-ssr DRAWING No /f�1 rr a-maE clM611 d.ppm West Pdlm Beach, FL 33407 3 1 t � EB-OW67T9 4 7.7"�`./07 rT "+.'rr{/1•Ir1rr. .WALTER A.TILUT..4.P:E, .FLORIDA Uc,1'44167 S SHEET. P.E. SEAL/SiGNATURE/DATE 6 7 F 20 SEE END WALL ECTION Fig ETS 10 & SEE NOTES ON LOCKING RODS HV LOOKS(D ff��A EXISTING CLASS INSTALLATIONS W,/ 1 HV **AND ALTERNATE HV LOCK 6 ON SHEET S, L,,,r�� B0' FIN j''} \j / [' BLADE SLACK DETAL HVF IS VAUD FOR ALL BLADE W H V C E NTE R M ATES CENTERMATES APPLICATION WITH SLADE� y rA®A d• Q 10 •13 '} I? SEE END WALL„ CONNECTION fi "S. t©w.© 5ax6,t5- EXISTING CLASS QUAILS ON SHELL$ 10 & f i © �«°�°•°~ � ------- ---------- 5 3 1/4• 7' B'1/2". 7• (6663-T6 Aua*)ALDM. OPPOSING F SYMMETRYCAL ANGLE w/<2) 1/4 o TAPcou 1/z" al+�• ANCHORS TG CONCRETE i CE ERMATES t CENTER ATES Tnw.SEPAFATION. (TOP/BOTTOM)& 1 (70x3/4'S." 6 42" W N L0 A OF 5 W' BY `K bF {SEE SCHEDULE ' (4)#10.1/2'S.M,5.TO iueE 1 O.C.FULL UENGHT. �-� � ! A7 EACH ANGLc.(TYP} - I S /j \. { w Z * I ? ., K_ ON SHEET 11) (I 2" 3\2 lvo \\\6��*/Lo HVB / �OUT }a HVC HVA ,'�� $. }D• 3 POURED CONCRETE OR 'Ly��l:l+j..:J Q IX�SitNG GLASS r CONCRETE BLOCK WAIL. ©•�7 «t�,ae 6�+ :.�a``v! 10+ 5Yaa f _.�..�—,.. i REQUIRED _ t •Qa 1 j+ as • I7 a—i� Z SYMMETRICAL _ __ ——_. ,�— -�:n� j°� �::®« IN.SE F.X15TING MIN.SEPARATION ( GuSs a •®°"d* �a9• LE1nSnr1 f CENTERMATES {t5« t@g o,&�g ae(�8 • To cuss cJ _.J GLASS � I ,AI' * (SEE SCHESHEET ULE 11) b .i,7 FIY LOCK �6, (INTERIOR) a Q 9 I� ON'StiEET t 1) /"�, B $oa 9•13 as t 5 .. ,i MIN.5EPAFtATION 1%AJ . Z TO GLASS t Ci! G� J (SEE SCHEDULE 1N OPTIONAL - --_ ON SHEET 11) (INTERIOR) nf�F, _ ------ ---.. - _—.._. CONCRETE't ANCL{OR5 0 .� —'^. 0- 2 * n3 VARIES ..i�j 90' Ch V w (D OIJT 6 11;e MAX.SLACK HVE "COSY' H;VE** HVD ll tCS:7/! 'ii'j°°fi° ��o�r.. FLORIDA BUILDING CODE(Nan High Velocity Hurricane Zone :P 02017 02017 TILTECO.INC. U 2017 EASTERN METAL SUPPLY,.INC. tus �'- ERTHA RWA ASS� A 1L E C O �N�. Accordion Shutter System ■ ■ ■ ■ H.V. BLADE#1 W/OR W/o RV.WNDDW BLADE American Shutter Sstems v TILLIT TESTING& ENGINEERING COMPANY Y icy.N 006CRIPTIDN DATE DRAWNBY: 4C: �,�• 0 Association, Inc. 1 OLD 15-085 1t27f1 WTE: 07/27/17 dS%WWI WE .$t.St 30$MfN3NIA WOEM,FLORVA 3316 4268 Westroods Dnve z Peon (305)87'1-1530 fox <awje7l-ss31 DRAWING No �L� �\r+1T� �eTL�ooiQl cm West Palm Beach, FL 33407 s 17-107 7�I�7 rl1{ WALTER A.TTLLIT JT.P.E. 4 JAI ffffr+ FLORIDA Ua.1 44167 5 SHEET P.E. SEAL`SIGNATURE/DAT£ 6 8 OF 20 ALTERNATE INSTALLATION W H "T" LOCK 0 V L FE L "T'4 LOCKS CENTERMATES & LOCKERS It W1 1 HV BLADE SEE.ANO CONNECT]�1N DETAILS.ON SHEETS 1D a is INSTALLATION. .. HV,BLADE Ot)T 1N /�� exswc a�sS OUDE(DS1ncK DETAIL HIT, rO�rcO oN SHfe s. W/ HD CENTERMAT St�Sn��. I As WELL AS UNIVERSAL FLOA,N0 P.u4E tgI DETAR,kIW-MVI). - -®.-O-$�-{O.®- FNDI"A oN T S11ET7;uAY gE usED wRFF nFa u.TERNA SEE END WALL CONNECTION 1,NS,AlLAnoN onuc Mea sMowN IN FNAs slicer. i 0=�-®,�•�,'®�-©. - DETAILS ON SHEETS 10 ..18 oo I © �.�a6�•Uj.•�w 2ti2';ir0`x7-2 D�R.1aa 4.:J'�°R1 'Y1 ArvmE w/n+4.4 MAIM. aro �'' (oPnoNAi3 4* toPnouu.) _ } ANC AS tmo{0iea ia+i - { (4)no.1/2•S.N.s ro TUBE f iF04/A'SJ;.S.0 12• - 33 MI u urn MOLL MP) o.c EULL LEfYJ f. * I� (4)M.V. I �t I (4)M.V. x S9ARU a t 30 HV "T" PNS(TYP.7 T Jr4. FhNs(TYP.) / s s tsF`E° c rJ LOOK (INSIDE) 7 } I ' 1 28 5 3 31 oR� 33 1 3ORO? 31 0R 3i 3 oR • QUT � 35 1 see NOTE 6 FOR My LaCK 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4 35* (OFMO11u&L) • W/ 7/8",0 z 3/32" WINGNUT. (oPnaw>HDR HVFI {}UT HDC—HVC 'I*LOCK,ON SH.:ET 5: � HV "T" LOCK (OUTSIDE)— SYMM CCA4 lWI ZERIOMATES SYMMETRIC L CENTERMATES W/dl* LOOK (EX ER[Ofu W/ LOCK (INTERIOR) f sFRR5 Fi444 Allauu+vu (202,-73 ALL"LARGE.FLANGE tN1N -0-0. NU SHEET FSERT.PART 1'002% •/-,,0.@-@.0-0.0- AS NANUFACTj=DY AVDEL CMERkY � TWORN,vARSIPIVIY.NEW JERSEY s�•Q,• 07054 OR EQUAL, @-0 SE.F=GY LOCI@iQ pm Wq)Wa ON s EET s { *#MVEML FUMNQ MADEE30ETM NDO-MN tS ! MO rOR ALL CFRiMWTM APPUGmn MTM EWE . ot �VO F[:l?ATIN�C„STAGK fA• r`''- _ FLORIDA BUILDING CODE(Pon High Velocity Hurricane Zone T . 62017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. ,t�` ��sfi'`•`�', BERTHA HVTM o. % SSA �6 , Accordion Shutter System L ■ ■ ■ H.V. MAX#1 W/OR w/o H.V.WINDOW MADE / TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems RV.x DESCRIPTION DATE DRAWN sY LC. �� '•Q` y - Assoclo}Yon! Inc. ) OLD 15-0857/27/1-, DATE 07/27/17 (� L! 0355 N.W.Mm St .Sas,VIRONA Q RDcM FLONIW 331t8268 lNestraatls Drive z Pnana:'(30s)D7+-1530.Fox:(305)@71-15,11 DRAWING No S/. "....... \ p' 4- .1:weewoaol.aa n Wes( Palm Beach, FL 33407 s ONj}L eta F}l Ee-Q00D71R 17-1 Ell '•'"••//A/IFFlr! WALTER A.TIL J+:P.E. .FLORIDA Uc-§44167 S _SHEET P.E. SEAT/SIGNATURE/DATE e 8 OF 20 NCETE POURED CONCRETE OURED CONC POURED CONCRETE OR J \=r - ORUCONCRETER 1 OR CONCRETE .-.._j`� _,,,,,.__•„_�OR CONCRETE CONCRETE BLOCK WALL �' BLOCK WALL REQUIRED BLOCK V1AEL REQUIRED t / $LOCK WALL:REQUIRED J REQUIRED :EXISTING GLASS - r , EXISTING GLASS I= / . �i� .,(r-2'MIN.' EXISTING GLASS ' _l CONCRETE ANCHOR” ! EXISTING GLASS �r.' i' ` J ® 16 O.G. rf ,*"� _ f i' t- ---� �J trill SEPAFATK1t?. /�� ...-� <�'yf t._ 2'MLN..' �,-' ,,: TO Cd4SS(SEE LSK SEPARATION { /}` t t ,�'r i '� r,yl IAN.SEPARATION t ,j" SCHEDULE ON sHc`ET %F MIN.SEF'ARAnON', SEE Ek EQ =' ?O BASS(SSE - t 1 FOR SAM k'Yi AND, f' TSCIie'TA.4.GLASS, dJ� r : �,< To GLASS(SEE I "` Spl6'IXAE Ov SHEET 1/16x3"MAX. ON SHEET 19 FOR. •f .i i SCHEIXILE ON SHEET. "f= 11 FOR RADE OAND _ 11 FOR MADE MAND (6063-T6)CONT. BLADES(O&® � iGN SHEEt 19 FDR � tj2• i�OR SLADE SHEEP 19 F0" ON SKEET 19 FOR ALUM.CLOSER / I OR lt1ADcSm&.Q� {EIITIAR SIDE i BLADES(�&� PLATE. (LOCATE 1/2"< 1 t T—� l BLADES(t�Ac:Qi. _-a (L 5( } 3. A7 EITHER SIDE MIN3� 1/2"MIN —""—""'t ' OF 4) Lam, 1 I f 4 USE I"OR 2"MAX I ' Maxi/2•S.M.S. _„_,. -{A5 APPUCASLE}x2`xT/e'xo`-2" -,-- i)1Dx1/2"S.M.S_�� _ r l 16"O.C. __� ---� ALUMINUM CUP ANGLE t —__ J 9 !6'D.C. - - ¢- I .(6063-T6 ALLOY5.)AT MIDHELGHT , (d 1J i '� {2}Ff4'9 TAPCONS ANCHORS-TO ' ~•:j SEE DETAIL X FOB,. WALL AT 1"D.C. (LOCATE ATt2 SIDE CONNECTION- OR t EITHER SIDE OF j ; 'I�OR �� O DR �t SEE DETAIL X FOR --�_OR't( � I TGTRACK5 w � SIDE CONNECTION ®«©•.7�wU6' ttl��« SSDE CONNEC FTtON ® a�w 6•7 49..t0-�w TO TRACKS ,+aw 6• 7«8. t0+�m .i0a��e�+�A�•©« TO TRACKS Q-02-I0.0-0-0- END 1�0•/®�w©•�y��:(�'"�� .lO puJw I��'(�}'©y"®"" V.•V`�!*�,;Q•t;{'�°` 5..(�7_.��.(��6•U9•�lrw `-' ll'©w®'l!J'`-'w �`Q•'"w`.'�lJ`®°`. �5'®«I�:Oa®'�«. ®`O �•'LJaQ•�� o'er«�.I�w�.�w ®>�c�•��"�« c�•� a`a�«c�'�w�•® a•®«�•�«c�•�«�� SND CONNECTION QETAIL(1 END' CON iNEGTION DETAIL 4i�} END CONNECTION DETAIL END CONNECTION. DETAIL i REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" On CONCRETE OR r CONCRETE BLOCK.VIALL EXISTING ' ,/—EXISTING GLASS 1" REQUIRED CLASS \ _ IAlF;SEPA4AT!Ort L�IGz1/2 S.M.$: N SEPARATIONJ __ --' 4 SCHEDULE ONTO WSS{SFEEI. j ,SEE ',• mm t6.Q'C. LTO CLASS(SEE �I a 'fir �� ,"�OROGR�OR I y it FOR RACE QAD CONCRETE 1/2"MIN. SOtEDULE ON SKEET , ---- - i ON SHEET 19 FOR ANCHOR O ! 11 FOR MADEO)MO �ORi,30R,�OR� C`DANNCCHOR E%A 0-0 1z O.0-1 iEti'i rJ ( BArb O&4N ----- - ORl J € `. i 16, 1/2 MIN. 4 +JfF� 117 /2"MIN. r:� f' _ -^"_'-""_.'•' �' � Ed ORQOR�OR .. „2"MIN. �! ♦ SEE UMTAnONS OF USE FOR ---1 sEAOE-. :ON SHEET 19 @OR OR(qOiR(3OR( OR �. — PLAN DETAIL X G POURED CONCRETE OR wd3w®tOw4wlD.�a : Loa®w©®^©t « END INSTALLATION CONCRETE BLOCK WALL 10 ®w�• �w 6 7 -5 T REQUIRED `�®:a.�«p•p+�« C)-O.4 O•UC?HV -BLADE OR rHV W!N[}OW BLADE -INTO? CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL4) Xffft,Zg,WNECTIO L 6� FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone •.•"` 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC.. BERTHA HVTM ` /ML ECO N G. A. .S■A. Accord' n Shutter System N.V. RAX#T wj OR w/o H.V.wtMM MAA �+ American Shutter Systems EV.N DESCRIPTION DATE DNAWN al': L.C. e, TILI..IT TESTING k ENGINEERING COMPANY . A4soclatlon, Inc. 1 OLD 15-085 7/27/1DATE- 07/27117 .•tri,(, J2 ,..•r-4 6355 tLW.36tR St,Ste 365 4'H2GiNia cWWT'S.20ROA.3Sl8 . - '�- 'Ik Pnmc:(aos)67t 1s3o in.:(3Ds)et1-1531 t Ool Westraods Drive x DRAWING No ♦�� o -_LE 1n OS712 nom West Palm Beach, fl 33407 3 17",i 07 Y `�ftl�1 WALTER A L5.D7i-f.1P.E. 4 P.E. SEALJSIGNATURE/DATE FLORIDA U.€4416Z a SH 10 OF 20 SCHEDULE—N?. SCHEDULE 2 SCCN RULE #3 MAXIMUM SHUTTER SPAN "L+" OR "L MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+" �{giAyl9no4 LEGEND • NOTES: (ft.). FOR INSTALLATIONS W1 OR "L-" (ft.) FOR OR "L-" (ft.) INSTALLATIONS CENTERMATES.Q &@ or cr INSTALLATI�V/ W CONCRETE 8c WOOD (1) L+ MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or (D or or gr W/ ONE HV LOCK$ MANSORY POSITIVE ASD DESIGN PRESSURE RATING. HD LUCK W/ N4 C:OCKING RODS or ONE HV LO - L- MAX.ALLOWABLE SPAN FOR A GIVEN NEGATrvC CENTERMA 26 29 W ONE WJ NO LOCKING RODS ® QR W/ NO LOOKING WALL A, p, C, D, E, M, N, 0, P,A, AS.p. DESIGN PRESSURE RATING: 0 / ODS MOUNTING F, K & L Ft, S, & V. C"T" LOCK 30 W/TWO LO`K NG (SEE NOTES t,tt) (VAUD FOR MOUNTINGGI (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 NNT([q1�'TP�F&tBOTiOM EE nn - SHEET 7) F100R/CEIUNC G. H, I, k1, J T, U, W & X WALL MOUNTINGS(TOP/BOTTOM)OR FLOOR/CEILING:. CDNCREkE�WOO INSTALLATIONS 5./ CONCRETE&WOOD CONCRETE MOUNTING & M wvuu" `M_ GIVEN A POSITIVE A.S.D.'DESIGN PRESSURE RATING, uwnuw wSD OESG/ IN A I wS.O.Dual INSTALLATIONS Aso.PERGN PRESSURE WALL MDux6N6 S.D.C xt DETERMINE MAXIMUM SPAN 1+'FROM SCHEDULE, SRA wcm WA11..MOUNTING Ft00RI0E1UNG x„nvG k RATING rLOop/cenOR MDUNtwG GIVEN A NEGATIVE A.S.D:. DESIGN.PRESSURE.RATING, I. � )) MOUNTING {eRNi J) FLOOR/CDUNG Nou"NG t{°aha) ROgR att ANjUtArNG Jc �" DETERMINE MAXIMUM SPAN 'L-" FROM SCHEDULE. L i (6) L-(6) L 4{p) L-(R) l t (6) L-{(t? 'L r R/ L-(B) V MAXIMUM SHUTTER SPAN 'L+ OR"L-'FOR OR 16'-0'' i6`-0" i6'-O' 16'-0' 30 Is,-O" 16'-0" 30 16'-0' 16'-O' INSTALLATIONS.IWO MOOD SHALL BE UNITED TO FINAL MAXIMUM AHED SPE SPAN IS EQUAL TO THE 30 O _ 105 st.AS.D.DESIGN PRESSURE WING. MINIMUM DETERMINED SPAN BETWEEN"Lt'AND'l-". 35 14'-10" 14'-10" 15'-2• 16'-0" 35 14'-10• 14':-10' _ 35 15'-2' 16'-10' 40 13'-IO" t3'-10' 14'-2' 15'-2' 40 t3'-to' i3'-l0" a0 -14'-2' i5'-2' (3) PROCEDURE.To DETERMINE MAXIMUM SPAN FOR 45 13-i" 13r 1 13•-4• 14'-3- 45 13'^7^ 13•-1" 45 13'-4' 4'-3' t HV CORNER CENTERMATE N3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 I2'-5' t2'-5' _12'-8' 13'-7" 50 12''-5'_ _i2-5" 50 12'-3' T3'-T' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ FLOOR/CELING MOUNTINGS: SHALL BE AS INDICATED ON MANDATORY CONDITION 2 55 I1'-f0' 111»10' 12'^k" 12'-11' S5 11'-10' 11'-70" 55 it'-1' 11'-11' d FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 11'-A' 11'-4" 71'-7' 12'-4' 60 1T'-4' 11'-4' 60 10'-2` LO'-if' NOTE S,SHEET 6. DEDLZTERM 65 10'-f0- 10•-10' Il'-1' IV-1 1" 65 _ 10'-10' 10'-10' 65 9•-5' To'-4' - - RMINEc LI+-:MAX,,SPAN FOR WALL.MOUNTING INSTALLATIONS. 70 -10'-fi' 70'^6' 70'-9" ti'-5' _7_Q 10`-6" 10 6` - 70 - 8'-9` _ 9'•4' "�" L2+p MAX..SPAN FOR FLOOR/CEILING MOUNTING 75 10'-1" 10'^1' 10'-4' Y]'-T' 75 10'-1' 10'-1' 75 _ g' 9. ttEXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. so 9'-10• 9'-10 10'-0' 10'-9' 80 9'-10' _9'^ib' SPAN "L+ OR 2'AND MAXIMUM ASA. DESING FOR'A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE E PRSSURE RATING FORINSTALLATIONS INTO CONCRETES _ $5 9'-6" 9'-6"_- 9'-9' 10-5" � 85 9'-6" - 9'-6" RATING: 90 9'-3' 9'^3' 9f-5' 10-1. 90 9'-•3' 9'-3" OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: DETERMINE: _ W-10" 95 9'-0" B'-9" 1- CONNECTIONS TO KEYSTONE MOUNTING bt MAX, SPAN FOR WALL MOUNTING INSTALLATIONS. UM;TED TO +64,-72 p.s.f,.AND 8'-0".SPAN, SEE 1.z-.- MAX. SPAN FOR FLOOR/CEILING.MOUNTING loo g'-9' 6'-4' 9'•-0" 9'-T lOq 8'-9' 85-4' MOUNTING @ON SHEET 7, INSTALLATIONS,. 105 W-7' 7'-1!' W-9' 9'-4' 105 6'-7' 7'-11' 110 8'•-4' 7'-7' f - FlNAL MAXIMUM ALLOWABLE SPAN 15 EQUAL TO THE 115_ 8'-2' 7-3' 8'^4'- 8'-11' 115 B'-2' 7'-3" SEPARATION TO GLASS SCHEDULE (4)MINGO BETWEEN'7:1+', "tz+',WITH FI AND MAXI 120 8'-0" 6'-11', 8'-2' 8'-9• 120 8'-0- W-11' - (4)_GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWAB 125 - 7'-,10'" G 5 -0. 6-S - 125 7^t0' 6-8" ASTM E-1996 996 S PAR TON PRESSURE SPAN AND NEGATIVE A.S.D. DESIGN 130 7: 8' 6'-5" 7'-10", 8-1' 130 7-B' 6-5" ZONE RATING TO DETERMINE MAXIMUM ANCHOR. 135 7'--7' 6'-2- 7-fl' 7'-9- 13b 7-r 6-2" WIN - 140 7'-5- 5-11 7'-7' T__6"_ 1:40 7--l' 51-11" T(} RATIGLAsN 145 7'.-3' 5'-9' 7'-5- 7'-3' 145 7'-3' S'-9' 150 7'-2- 5'^7- 7'-4" 7'-0" 150 7'-2' - 5'-7' _155 .. 7'-0` S•-S 7•-2• 6'.-�9" 155 T-0 51-51 1 THRU 3 •' 160' 6'^T i' .� 5'-2" Y-1" 6'-7" 160 6'-T1' S•-2" 165 - W-10" 5•-1" 7'-0' 6'-4' 165 W-10' W-1 170 W_9' 4'-1}• �6'-11" 6'-2' 170 6'-9• 4'-it' 175 6'-7' 4'-9' 6'^9' 6'--O' 175 6'-7' 160 .5'-6 4'-8- 6'-8" 5-10" 180 8' 4'"-8' HV BLADE 185 6'-5" 4'-6" 6'-T v-8" 185 6'-5" 4'-6' ..140 6'-4- 4•-5" W-6'. W-jr, .. 190 61-4' 4'-5 195 6'-3' 4'-3` 6''S' S'-5' 195 61-3' 4'-3 200 6'-2' 4'-2' 6'-4' 5-3' 200 6'-2' 4'-2' I 205 6'-1' 1 4'-1" 6'-3' S'-7' zos 6'-1 ,u FLORIDA.BUILDING CODE(Nan Nigh Velocity Hurricone Zone �t „• T� 02017 TILTECO,INC, 0201W EASTERN METAL SUPPLY.INC. BERTHA H TM ,Accordion Shutter System' TnH.v. RADE#1 w/OR W/O RV.�roav MADE A --4 TILLIT TESTING & ENGINEERING COMPANY merican $ti11tt79r $Ysf9s EV,N. DESCRIPTION DATE DRAWN 9r:NIfCV. LG. Association, Inc. 1 OLD 15-085 7/27/7 DATE 07/27/17 6355 TIM.38M St,SI 305, AQW CAROMS,FLORDA 33i 4268 Westroods Drive z = Pnona:(395)671-153D F.:(.305)671-1531 DRAWING No - ! A -.0;Tilt-O..L.— West Polrn Beoeh, FL 33407 a .0 WA TEP A.9O06719 P.E 4 17-107 FLORIDA U.j 44167 5 SHEET P.E. SEALfSfGtTURE/DATE. I 6 1'1 OF 20 :.: •ei , • e •: lit . !81 :i 1 e � . :111 :I. :. I ei: 'e.e . ,.e .11. 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'1:.ANCHORS TO SUBSTRATE.SHALL 8E AS FOLLOWS: .P,WRED CONCi1ETE/IXyltliflE:et.OGK .. P110I1E11:CoNoR TE (A) 70 EXISTING POURED CONCRETE:(Min, rc-.3'ksi) ukvm @WALL SILL MOUNTING @ CEILING MOUNTING: I l`:l FLOOR MOUNTING - 11/4"p TAPCON OR,TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.SUILDEX:.(Min,Fc-3.'Lc7)- �HO, RS SPACING. LEGEND -'1/4"O x 3/•4'ALL POINTS SO UD-SET ANCHORS,AS DISTRIBUTED By-ALL POINTS SCREW,HOLT&SPECIALTY COMPAMY. (Min, fc m 3.1.;) AN .,05CN tLE'GStME;PRUSSIPC RAZING 'IIESX41 MEUTNE MOW iUl01c: D.C�E9f24.NE0MNE:P7655VI>E AA919. I _ - 1/470•BLUE TAP CONCRETE ANCHORS:W/CAP AS MANUFACTURED.;BY FLORIDA.FASTENERS DIRECT,INC.(Min.r' =2:k i) TAPCON OR _ 1/,Fp TAPPER+AN AS,I4ANUFACIURED BY POWERS FASTENERS,INC..,AND DISTPoBUTED BY'AL4 POINTS SCREW,'BOLT&SPECIALTY ,:IO:40 60 75 90 128,T�205 311; 40,160175 9D 120 160 205 30 40 t10'75 90:120 1601205- TAPCON WLtH ADVANCED, COMPANY'OR.ANY OTHER APPROVED LICENSED OR'AUTHORIZED VENDOR REGISTERED.WITH THE AMERICAN SHUTTER-SYSTEMS ASSOCIATION,INC: 14 f2' to 8 8 -6 S 14 12 '10 9. 8 -8 6. 6 14 12' 10- 9 0 0 -s 6 THREADFORM TECHNOLOGY (Mtn,f's.m•3.ksi} 14'..T2 ,TO 1-9 81.8 8 6 14 12 'SO 9' 8. 8_ 11 14 -12.10 9 8''8' e 8 _ ALL POINTS SOLID-SET OR,LESS 14. 12 10 9 6' 8.' '6 6. :14 T2-70- 9' B•� 8�..6 '8 14 12 f0 9 8 :.e'. 6 5 BLUE TAP W/CAP, - NOTESi` t4: 12 10 9 :8- 8 'G ? 74 12 '70 9: 8 8 6 6-14 12' 10. '9 8,-.8 ff 8 .. A,1)MINIMUM EMBEDMENT INTO POURED CONCRETE.OF TAPCON OR TAPCON.WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TwPER+ 14'i2 X10 '9 B' 7 5.5 316 14 12 10 9 B 8 .6"16- 14 ,12 10 9 8'. B 6 5' .-. TAPPER+ - _ ANCHORS IS T 3/4",AMC'FOR BLUE TAP W/CAP ANCHORS,IS 1 1/2 -4•-0" N`.12 t4 a 8. e. .ff 6' 14 !2f0 9. 8- B 6 :8 -14. 12 10' 8 8.. p a SS. ' 14 i2 io 9 '.8 e. .6 4'14 12 10 9' 8 8 s 43 n4,-12 10 -9 8; s 4' 3:S' A2)MINIMUM EMBEDMENT OF'7/4'p.x 3/4m ALL POINTS SCUD-SET ANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE.NO EMBEDMENT 14 12 10 9 6 8 e"4.6 14 12 'i0 8 8. 8 6 5S :14 12 10 9 �8: 8- 6 4,5 INTO STUCCO SHALL.BE,PERMITTED..1/40-20 S:5.MACHINE:SCREW USED:SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO 14'.12 t0 9 73 5.0 3:s - 14 12.X70 9 8..8 6 5 14 t2 :f0 "$ 8- 7'SS 4. ! ttAl%1N6'CT EXIST,AND T"MINIMUM FOR WALLS-WAN NO STUCCO, 14,T2 70 9 <8 B 6 6 I# 12 10 9 8.' 8 6 8,5 i14^ 12 10: 9 :8 8 6,45_ BCAOE CN SNLIT 19 t4`_12 10 8:'0 7 4. t{ t2 .10 9 8-'6-5 5'SS' 14 12 '10: .8 8.5. 5 3S :3. A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANEW^:PAVERS.DR ANY VENEER BE FOUND ON THE EXISTING WAC!OR FLOOR, 44 12 f0 9 `0 7.5 4.8` 14. '.12 10 9 '8 s: 6 4,5.:14 12 to..9 8 6.4.5 :75 PNGi0R5'S1W3.BE,LONG ENOUGH'.7O-REACH 1HE'MA1N STRUCTURE BEHIND SAID WALL FlNISHES.ANCHORAGE.SHAT!BE AS INOICNED ON 14 12 9.5 7:5 6.5 .55 14 12 10. 9 �8 7.5 5.5 4'. 14 12 '10 9 8'.-6' 4.5.3S NOTES'A.1)&A2)'ABOVE FOR INSTALLATIONS.ON VINYL.SIVNO OR EIFS WITH OR WITHOUT METAL STUDS CONSULT'THIS ENGINEER.FOR 6'�0 :i4 t2-.10 8.. a .e :6'''- 14 12:10 0 8, a 6 -5 'li. 12 10- 9 8 6.5 S. 3:S', INSTALLATION INTO L'tF5 1WTN METAL.STUDS SEE SHEET 20: 14 12 10 9, 7,5 5.5 3 W. t4. 12 10 86 .7 S.s 4. 3 14 12 8. 0,5'5.5 4 3 T4I 12 to-:0 8 6 - - 14. 12 t0 9.. 8 6S S 3:75 14 t2--to:85 8 5' 4, - (B) TO EXISTING CONCRETE,BLOCK:(ASV,{,C-9D} " 14 12 8 6.5 5.5 3 /4 :12:10 S "8 6.5 4lS 3:5 14 tI't0'. a 7 5:. 3.9. 3 : ? 1/4"0 TAPCON OR TAPCON WNN ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS RED BY 1T.W,BUILDE)C - 14 :t2..10 9 8: 5 S 4. 1 t t2 .10 .9 77 5:5, 4 3. - 1/4°m x 3/4',ALL.POWT5 SOLID-SET.ANCHORS,'A5'OtSTRLBUrm,BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY, -74 12 10 0 -8 8+ `. _ _ -. -1/4-0 BLUE TO CONCRETE ANCHORS W/CAP,AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. . 14 i2 10. 8 8.5 4 /4'l2' 9 7.5 6, 45 3S 14 O5 T 55 45 3.5 - _7/4'0'TAPPER+ANCHORS AS MANUFACTURED BY POWERS.FASTENERS,INC.,AND DISTRIBUTED,BY ALLY POINTS SCREW,BOLT&I SPECIALLY :t4' 12 10:8:9 7 4 - l4 12-'10 9 75":5.5 4 -.. 14 12 .9. ,7 75.4:5. - - COMPANY OR ANY OTHER,APPROVED.UCE�NSI:1T OR AUTHORIZED VENDOR REGISTERED WTfi THE AMERICAN,SHUTTER SYSTEAiS ASSOCIATION.-R{C: 14 ti 7-&5 43 .- -.. 14.12'-10 9. 7b.&5 4. -.- 14 12 9. .7 6 4.5 74 '12 10 ;9 9 6.5 • 14 12' 10 9 B 6 .4' -: 14 12'10 8 83 :5 3.5 NOTES: 8'-C• i�..'.t2 U.5 ;1' 5S 3 - 14 1Z" 0.CS S.5 + 3 2.5 9.5: 6' 5 4 3: °- 8.1),MINIMUM EMBEDMENT"INTO;CONCRETE BLOCK OF'TAPCON;.,BLUE TAR W/CAP ANCHORS AND TAPPER+ANCHORS-IS 1 1/4'AND TAPCON T4'12'9S,1.5 6 - 14 12.9.5 8.'-4C5-.'S - 14 .12. '8 6 &5 4 - .^ WITH ADVANCED THREADFORM TECHNOLOGY'AFICHORS 4S 1".. 13` t2 6.5-. 5 3.5 - 14 '12 10 8 6.5 S ^ 14 12 8 6.5 5 4 r 9'-0" 'T+ 12 ib .9: 8 - - 14 12 :t0 9 73'45 - '14 12. 6S 7 5.8 S B:2)•MINIMUM EMBEDMENT OF i/4"ti,x 3/4"ALL POINTS-SOU@'-SET ANCHORS'SHALL'Be ENRRELY EMBEDDED,INITO,'THE CONCRETE.BLACK NO. 14 11.5 TS 8 4 - ,�-- ':N' t4 7 5:8 8 J. - T 8: K5 4- 3.5: - EMBEDMENT INTO STUCCO SNA1L BE PERMITTED: 1f4"0-20 S.S.MACHINE SCREW USED.SHALL SE81 1/2'LONG MINIMUM SHOULD STUCCO. -14 12:-8 6.5 43. - - 14: 12 85;'7 5:5"'4 - -. '14.t" 7 5.5 :G-43 - EXIST,AND t'1AINIMOM FOR'WALLSWITH'NO-STUCCO. - i's-8:5 &5 4 - - - 14 12'..9 7 6' 4.5 "". 14 11 7"'5.5 4:5.3:6 "- •'T I;F 12 10- 9: 7.5 - '= -. 14..-12: TO 8. 6.5.-5 - - 14 12 8: 6 5 4 - -. 8,3)IN CASE THAT PRECAST STONE,PRECAST`CONCRM.PANELS,.PAVERS OR ANY VENEER BE FOUND!ON THE,EXISTING WALL.OR FLOOR, 10'"0` _ ANCHORS SHALL-BE'LONG ENOUGH TO.RFACH'THE MAIN STRUCTURE'BEHIND-SND WALL FINISHES.ANCHDRAGE'SNALI BE AS INGCATED,ON l4 10.5 7 S SS - - :- i3 83 6.5 5 4: 3 - -`:1D 7,5 .5. .4 3..__; 14,111 73 5S -:- - - 14 11.5 9 G 5.:-:4 = 2S s5:8- S. 4 4 -- w : .NOTES B.')&B,2)ASOVE FOR INSTAUATONS"ON VINYL SIDING OR EIFS:WITH OR WITHOUT NEfAI STUDS CONSULT THIS ENCRJEER .SOS'e 3.::- ,- - -- 14 12 '8 6.5-&5: :4 - :»:. 13-. t0.63'.. FOR iNSTAUATK7N 84tO E1FS WITH METAL,STUDS SEE SHEET 20: ['11 12 10 - - 14 :12 ':9 'J B. 4.5 - + 14;10.5..7 5.5 43 3.5' - -' :-, _ ,(C) ANCHORS'SHALL BE INSTALLED'['@{;LOWING ALL.OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACRIRLTTi: 83 5 -- :12. 9' 4 +S 4 3 - :9 7.45,&S 3 �� - -' 14 1015 7 3,5 43 -- 71.5 Bb 55:A.5 3.75 - 10 7 -' - -- - ` SEE SCHEDULE FLOW FO .EDGE DISTANCE(E.D VERSUS SPACING . 7 4.3 - - ^ - 14 114 7.5 6'.. 3' - - f2' 9 '66'4.5 4 - - - (D) B R :) RELARONSHIP.FOR.ANCHORS: 12..t8 - - - i4 12..8 [44 53'= » 13 10.6.5 5 3EIRGE DIISSTANCE VERSUS SPACING SCHEDULE FORA CHOPS•183 45;'^ - - - .11 8 5.S3.5' - 8 8. { -3 - - - - MAXIMUM'ANCHOR'SPACWGSARE VAUD FOR EDGE DSTANCES INDICATED BELOW,'FOR C,D,LESS T16W THEINDICATE@::REDUCE ANCHOR SPACING; 95 G - - - ^ t3 43 8.s :+ 0.5.8•' 5- 4 - _ BY MUUiPLYLNG SPAGINO'SHOWN OM1L SCHEDULE BY THE1'aL1.OWLNG FACTORSt4'10.5'7 4:5 :- M a,1_5 55.4.5 33 ^' - - REDUCED.SPACING OBTAINED USING FACTOR SHALL:NOT 6E LESS THAN MINMUM'SPACING INDICATED FOR EACH ANCHOR TYPE. 12 - - 14 11S 7,5 -S - 12 9 6'-45 4 _ FACTOR 8 10 7S 537.55.5i3 A TAPPER.4•12 9 6 4... 9.5 7 5 4 - - _ UtCEDGE TAtiCE TApCON THRf1DFORM'TECHNOLOGY ALLPOINT:SOLI@ SET BI:UE TAP-W/'CAP .. MLN.SPACING 13 9,5 B.5 = - 0s 7S '5 4 - V DEQR D, .MLN.SPACINq m 3' MIN.SPACINC'•,3C MLN:SPACING=3 t/2' MiH,SPACING d 3' 3.3/4''14 '12 - - - '11 8.5 55 '45- 14 LOS 7 - - - _ ALLURE@.CONCRETE POURED CONCRETE& POURER ON'M&t0 .?3 - - 9 7 4.5 - - 7 5 33.3 ��V. WINDOW CONCRESE'BLGDX ISD<vt�ZE E L#IXiT CONCRETE BLOCK CONCRtIEBLOCK page tE CDROM am A5 5 -- .- 9 6.5 4.5. - - H.. UK ED..3" EO.'•3 i/2�M1tL fL•2 1/2' •Mx ED:•3 1 MN ED,.3" F-17.=3 t/2"MN ED.•2 1/2' 11 E 1ltl - 12 9 B 9.5 7 4S • 09O 1 O 0:78 7.a" OA4 #.O 1s, _. _ _ _ _ 3.5'1, ff3 =: 'S 6 - - - E WORKING' 1.0 - - 15'-•0' as 6.b''4 •• - Bs 5 3. - : •;. ;2#/2' - '0.71 #0 _ 0.61 1-.0 UNISON! � �"• g-:. - .'Di71 .. -'.. - 4:5# 13 8:5_ S :: _:.-._ ,9 H. bS.,.^. - 1 3/pi... .. 0.91 ... _ 0.43 _. 95'..6 - '.10 ?:5..5. - _ 16'-0" 8'. - - s 6 .# .. _ _ _ _ 6 4.5 3'. - - - . 1.1/2'- 0.35... - 0.35 93. "- s5' 7. 6 '4. '- - CC- } FLORIDA BUILDING CODE��.(Mon-High Velocity' Nurricone lone, O20t7 IILTECO.INC, 0 201 EASTERN METAL`SUPPLY, INC. +', ,• 41r : BERTHA; VTM �,iG ENs••. v�y Shutter Syste , 11. ECO INC_ A*1SmS A■ KV A E#1 W RAW10,KV.WN" rn cl f i TILll7 TESTING & ENGINEERING COMPANY. AMBriCan Shu#ter Systerris ,N DESCRIPTIOW DATE D WN ft, 'Lc, (�F 6J55 KW,3&h 5t,SEa 305.V720nu CVW0t5:,t'WR1Ct.33f AsSlsCtation, inc. I OLD 15-085 7/27/1 OATS. 07/27/17 4268 Westragds Drive Pnane:(305)871-1s3D:Fa:.'(3is)e7r-7537' " 2 DRAWING No <-m4 1f ES-MS7ti$L:com West Palm Peach, FL 33,W 3 T /tT �/1'�•..... �\\ 41+' WALTER A.TLLLR Jr,P.E. 4 J'"'� 4!,` + •Y '4� 11 'FLORIDA Ue y:441.67 5 SHE PIE.5 49 IDAT6 a 1 OF z0' MAXIMUMANAN HOCA*,PACING (in.,) SCHI MAX SHCTIER SPAN ASD DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING iJOUNTiNQTYPE EQR CONCRETE OR CONCREIE BLOCK INSTAL LOONS (SEE UOUNIINGS t,J,K&L ON SHEET 7) POURED CONCRETE POUF CONCIR CONCRETE BLOCK ANCHORS 1��Atcli�i LEGEND MAXWM 1 WALK OVER& i 1RTNCR" JQRAINGUARD MOUNTING OWALL/F:OOR MOUN17NG ©WALL/WALK'OVER MOUNTING - SPAN -._ _... ---.--' TAPCON CR PA sD.�aTG4TK P.R4551AR'lin"(tat 4s-a LESIM WANE KMW 8A101G(0a Asa�WoTq s'wom PATM „ .Lso�KGAT41 1 Run(a,t TAPCON WITH ADVANCED 30 40 60 75 90 120 760 205 30140160 76. 90 120 160 205 30 40.`60.:75 90 120 100 205 30 4O 750 75 90.120 150 205. THREADFORM TECHNOLOGY 14 12 10 -9 8 8" 8 6 12 112 112 172:'12. 1:5 't 17 7 7 ] 17 7 55: S 5 'S: 5 5' s 5.'5. ALL POINTS SOLID-SET 3'_C. 14 72 10 9 8 8 6 8 72 12 12 72 12 12 9.5 7 "7 7 7 7 7 7 7 7 5 5 $.. 5 S 5 5 5 R LESS.14 12 10 9 8 8 6 6" 12' 12 12 12 05 8 6 45 7 7 7 7 7 7 7 6S 5 5 9 S 5 S 5 S BLUE TAP 14 12 10 0 '.e 8: 6 6 12 t2 12 /2. 12 I i0 7.5 6 ] T 7 J 7 7 T 7 S 5 5 5 5 5 5 5 TAPPER+ 14.12 10 9 0 8 6 A '12 12 12 12 1.5 8.5 65 5 7 7 7 7 7 7 55 4 -5 5 5 5 3 5 6 4 4,-0` i4 12 10 4 8 8 6 6 12 12 'l2 12 t2 95 J 5.5 7 7,: 7 7 7 7 7 7 5 5 5 14 12 f0 9 8 8 6 0 12 12 12 9.5 8 6 4.5 3.S 7 7 7 7 7. 7 6.5 S S 5 8 5 9 S 5 9 14 12 10 0 8 8 :8 6 Ti 12 12 '12 10 75 5.5 4 7 7-'7 '7 7 7 7 S.5 5', S 5 5 5 5 5 14 12 10 0 8 ,8 6 6 12 12 12 it '9 7 5 i 7 7 7- 7 7 5S 4 3 3 5 5 5 5 4 3 n S 5•-0" 14 12 10. 9 8 8 '.6: 6 't 2' 12 IZ 12.10 7.5 5.5 4 7 7' 7 7 7 7 7 7 5 5 5 :5 5 5 5 S t4 12 lo. 9 a- e 6 6 12- 12 Its 7.- 8 4.5 3.5'`- 7 7 7 .7 7 7 5 35 5 5 9. 5 5 5 5. t 14. 12 f0 9 8 8 6 6 12 ,12 12 9.5 8 6 4.6 7 7 7 7 7 7 54 4 5 5 S 5 5 5- 5 4 't SEE ANCHOR 14 12 10 9. 8 8 6 8 12 12 1.5 9 7S 5.5 4 3 7 7 7 7 7 4.5 3.5 5 5 5 5 5 4.5 3.5 - SPECIFICATIONS 6•-0` 14 124__ 8 8 e. 6 6 12 12 12 10 8 6 45 3.S 7 7 7 7 7 7 7 7 S 5 5 5 5 5 S 5 ON SHEET 13 14. 12 '10 9 8 9 O 6 _72 12 S '6 5 + 3 7 7 7' 7 7 5.7 4 5 5 5 5 5 5: + 3 14'Y2 10 9 8 8 6 0 12.12 /0 8.85 S .75 - 7 T T 7' 7 8 S.S 5 5 5 5 5 5 4.5 14 t2 10 9 8 8 6 6 72 12 10 8 6.5 5 3.5 - 7 7 -7 65 5.5 4 - 5 5 5+55- __ 5 5 4 J 7•-0. 14 12 10. 9 8 -8 6 .6 12 )2 12 9.5 7 S 4,. 3 -7 T 7..7 7 7 7 6'.'5. 5 5 5 5.'S 5 5 14 12' to 9 8 8- 6 6 12 10 65. 5 4:4 3 - - 7- 7 7 7 6.5. 5' 3 .- 5 .5 5 5 5 5 3.3 3 - 12 10 '9 B 8 6 6 12 12 85 7 55 4 - - 7 7 7 7 7 S - - 5 5 -5 5 5.' 5 4 - 0 VALID ONLY FOR UP TO +70, -75 14 }2 d0 8 8. 8 s - 12 12 a5- -7 5,5"-4 ':3 7 7 7 5.5 45 3 - - 5 5. 5 5 4_5 35 - PSF A.5.0 DESIGN PRESSURE a tz. ld 9 a e 6 - t2 i2 os Ts -6 4s 3s - 7 7 7. 7 7- r 7 + 'S S: S 5 s''S s. 5 RATING& FOR SPANS PER 14 12 10 0 8 8. 6. - 12 9 6 45 4 "3 - - 7 ]-..7- 7 5:5 4 - - 5 5.8 5 5 + 3 - SCHEDULE N3, SHEET 11. 14 12' 10 9 8 8 6 12 11 7.6 6 5 75 - 7 7 '7 75 6 4.5 - - 5 5- 5 5 5 4.5 - - 14 12 10 9 8 8 12 1.5 75 6 5 35 - 7 7 6.5 5 4 - - - 5 5 5 5 4 3 - - - 9•-D. Si. t2 10 9 8 8 - i2 t2 95 65 $5 i 3 - 7 7 7 ] 7_ 7 6 3 5 :5 5 S 5 5_ 5 5 74 t2 10 0 8. e - 0.5 8 5 .4 3.5 - - 7 7 7 6 5 3.5 - - 5 5 5 It 5 4 3 - 74 t2 t0 9 8 8 _ 12 10 6.5 5 45 - 7 7 7 &5 5.5 - - - 5 5. 5 5 5 '4 14 12 10 9 B 5 12 05 7 55 45 35 - 7 7 5,5 45.35 - - 5 5 9 45.3.5 - - SO•-O"f4 12 t0 9 8 "8 ^ 12 ti 8.5 5 S 3.5 - - 7. 7 7 T '7 7 4.5 5 5 5 5 '5 5' -5 45" 14 42 10 9 8 .8 - - 95 7_45 35 3- 7: 7 7 55 4.5" - S 'S 5 5 4.5 A-5 - - 14 12 10 9 a 8. - 12 9 6 5 4 7 7 7 6 5 -, 1 5 5' 4.5 5 14. 12 10_ 9 a- 8 ^ 12 9.5 6 3 4 3 7 7. 5 4' 3 - 5 6 5 4 3.5 - - fl•-0"14 12 id '9 8 8 - - 12 10 7 5S 4:5 35 - Z. '7 '7 7' 7 7 3.5 --'5. S 5 'S 5 5 :5 4 //�^�� \\/j ('�) }4-.12 id 9 5 6 95.6.5 4 3.5. 3 - 7 7 6 . 4 - _ "5 9 5 5- 4 3 - ` J H 1 BLADE E O N LY f4 X12 YO" 9 8 8 - 11 6 5.5. 4 - - 7 7 ] 5.5 4.5 - - - 5 5: 5 5 45 - - ` / 14 12 Id 9 8 - 1.5 6.4 S.5 45 3.5 _ 7 7 45 35 - - - - '5 5 4.5 35 3 - - - 12'-0"t4 12. 10 9 8 - - 12 a5 6.5 5 4 3 - 7 7 7. 7 7 6 3 - 5 5 S 5 is 5 4.5 3.5 14 12 10 9 8 8 6 4' 7 - 7 7 55 45 3.5 - - S 5 5 4.9 43 - 14- 12 10 19 8 - 10 75 5 14 - - - 7 7 6' 5 - - - 5 5 5 5 4 - 14 12 10 9 8 0.5 e S 4 3.5 - 7 6.5 45 3.5 - - 5 S 45 - 13•-0.14. 12 10 9 8 - - 1 85 6 4.5 15 3 - 7 ] J 7 7 4.5 - 'S'- 5 'S 5 5 S 4.5 3.5 14 t2 f0 -V 8 - - 7 65 3-5 3 -_ - '- 7 7. 5 4 _3_ - 5 5.. g 1 4 3 14' 12 10 9 8 9 7 4;8. :J5 - 7 7. 5.5 4.5 - - 5 6 '$ 4.5 4 - 14 12.10' 9 10 7.5' 5 4. -3 - 7 6 4 3 _ - - S 5 # 13 - 14•-0" 14 12 10 9 - - - 0.5 8 5.5 4 35 - - 7' 7 7 7 7 4 - - 5 S 5 5: 5 5 4 3 14 12 TO- e _ 6.5 5 3 J 7 5 3.5 - - - 5 5 5 4 - - 14 12 70 9 - 1L5 85 4 _ - - - 7 7 5 4 _ - 5 .5 5 4 - - l4 12 10 - - _ 9 7 4'.5 :f5 '3 7 55 3.5 5 S 3.5 3 - - - 15`-O�14 12 :10 - - - 10 7,5 5 4 "3 - - - 7 7 7 7 7 3-5 - 5 '5 5 -5 5 5 4 3 14 12 f06 4.5 3 7'.7 45 3 S:. 5 4.6 35 - - }4 12 10 - _ _ _ 8 6- 4 _ _ _ 7 7 5. _ _ _ _ 5 5 l4 12. 10 ^ 6.5 8.5. 4 3.5. 7 S5 3.S - - _ 5 5 35' - - . 14 •12 10 - - - 95 7 45 3.5' 7 _ - - 7 7 7 7 6 3 5 4:S 3.5 _ - ^ 7 65 4�- - - .. _. 5. - 74 :t2 10 - 6. 4:5 3 - 14 12 to -` 7 J/I ., - - 1 s 5 45 - - - FLORIDA BUILDING CODE(Hon 'Nigh Velocity Hurricane Zone 4117 02017 11LTECC,INC. 02017 EASTERN METAL SUPPLY. INE riGEI/ T4•= B RTHA HVTM /1,ZrEc�-ot A.&S■ili. Accordion Shutter System H,v. MADE#t w/OR w/o H.V.N1N'.)CiW'EtADE American Shutter Systems TESTING & ENGINEERING COMPANY : Y N,N DESC9mn0N GATE DRAWN 6Y, LC. IN GINE RING s:COMPANY Association, Inc, - I OLD 15-065 7/27/1 DAM- 07/27/17 Phone:(305)871-1530.To,:(305)871-1531 4268 wesfrogds Drive 2 DRAWING No � `�k, 1� 9- aE Wt.,oua.�om West Palm Beach, FL 33407 3 17-107 7 ^jT L ll ''�} R8 ML67i9 4 WALIER A.DC*0 Jr.P.E.. X11 n.OWOA Lh.A 41167 5 SHEET P.E. S (Cf3lNAYtfRE/DATE 6 14 OF 20 MAXIMUM ASD DESIGN PRESSUREATj2 ING (2.s f) AG.MAXIMUM ANCHOR SPACIIHEIDUILE FOR A CN MAX SHUTTER SPAN NA.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (S_E MOUNTINGS ON SHEETS 16& 17). L_ J F=:3,'==zz'T F=;Z.G= . SOUTHERN PIN E'No. SPRUCE PINE SPRUCE PINE. SOUTHERN PINE No. 2 W/ MIN. G=4:55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2 W MIN.G=0:55, MR NORTH FIR SOUTH DOUGLAS FlR W/ MIN. 0=0.50 W/ MIN. G=0,43 W/ MIN. G=0.36 PLYWOOD N. -(L 0 Vr/ W/ MIN. G=0.43 W MIN. G=0.36 vAxwuu - SPAIN(D) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N, 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS 8.0. WALL td0U11 DNGS B.C.WALL MOUNTINGS B.O. wAei MOUNTINGS W &X W & X W & X P & 0 S &V S &V S&V o01a 7E6Wd Pki¢tE k@C(�} GSCT tEWA:FR.4AF£rues tFfj P:YY KnRk FR39F PGrc 6971 i4n.'A£KMOE MR;CA ttD3tKG1ShE kx1C(yy} DM HC@E pMw wC w .N50118X1:1Es2m foam tl'E7,NPATA RLtSFSF m fPfj,a BS11 NnBE RfS4kEFA1G(dj ASO.tT3g1 iN/11,,f1C3RtE1w7(C(FI) m _ _ __ _ JO 40' 60 7S 90 05 30 4D 60 75 90 05 30.40 80 75.90 05 30 4q 60 75: 90 4S 30 40 60 75 90 OS 30 40 60 75 90 05 30 40 60 75 90 OS 30 44 6O 75:90 OS J0 40 X60 75 90 pS 30.40 ,64 75 90 OS •-`OR 12 10 10 9 8 -B 6 6 6 6 '6 6 12 10 1019 8 8 6 6 -6 6 6 6"12 10 10 9 8 8 '6 G 6 6 6 6 8 S 4 4. 4 3. 12 12 12 12 12 12 12 12 12112 12 12 12 12 12 12- 12 12 4'-0' 12 10 10 9 8 8 6 6 G 6 6. 6 12 10 10 9 8 8 6�.66666- 12 10 10 9 8 8 6 G 616-16 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12. 12.12.12 12 12 5•_0•_ 12 10 10 9 8 8 6 6 6 6 6 5.5 12 ip t0 9 a 8 6 6 6 6 6 5 12 10 10 9 8 7 76 6 6 6 6 5 6 5 4 4 4. 3 12 12 12 12 1:2;12 12 12_12 12 12 12 12 12 12 12 12 0.6 g_p" 12 10' 10 9 8 6.5 6 6. 6 6 5.5 4.5 12 10 10 9 8 5 6 6 G .5 5 4:5 12 10 t0 9- 6 3.5' 6 6 6 6. 5 4tS '6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 f2 12 12� 12 12 72 t0 8.5 12 70 10 9 6.5 4 -6 6 6 .5 4.5 4. /2 t0 10 9 5 3 6 6 6 5 4 3,5 12 10 10 7 3.5 - 6 6 6; 5" 4 3,5 6 5 b < - - 12 12 12 12 12 12 12 12' 12 12 12 10. 12 12 12 0.5 8.5 7.5 8'-0" 12 10 f0 7.5 4.5 3 6 6 6 5' 4 3.5 12 10 10 6 3.5 - 6 S- 5 .5�3.5 3 12 10 10 4 - 6 6' 5 SS J.5 3 6 5 4 - - - 12 12 12 12 12 12 12 12.12 12 11 9.5 12 12 1.5 9 7.S 6.5 g'_p' 12 10 10 5 3.5 6 6 5.5 .5 .5. 3 12 10 9 4 - - 6 6 4.5 4 3 3 12 10 4 3 - - 6 8 4.5 4 - 3 3 6 5 3.5 - - 12 12 12 t2 12 10 12 12 12 fi. 9.5 8,5 12 12 10 8. 6.5.5.5 10•-0' 12.10 7:5 4 - 6 6 5 4 :.3 12 10 6 3 - - 6- 6 4 :5 3 - 12 10 3 - - - 6 6 4 .5 J - 6 5 - - - 12 12 12 12 1.5 9,5 12 12 12 0, 8.5 7.S 12 12 9 7.�6 5 TI'-0' ..12 10 5.5 - - - 6 6 445- t2 1014.5--- - 6- 5.5 J,5 ., - 12 10 - 6- 5:5: b - - -6 5- + - - 1.2 72. 12--12'..10 8.5 12 12 12 9.5 8 7 12' 12. 8 6,5 5:5 4;5 a2'-O* 1ti,4.5 - 6 8- 4 - - 1T 10 3:5- - - G 5 J.5- _ _^_t2 10 - - - 6 5 3�5 - - 6 5 - - - 12 11, t2 1:59.5 8 12 12 it 8.5 7 6 12. t.57:5 6 5 4. 10 - - 6 6 - 12 10 - - 6 :5 - - 12 7.5 - - - 6 4:5 - - - - 6 4:S- - - - - 12 t2 t2 10. B.5.7:S t2 12 t0 8 6.5 5.5 12 0.5 7 5. ;5410 - fi 5.5 - - l2 7 - - 55.4.5 _ - .. 12 7. - - - 5.5 4:5 - - - 6 3 - - - 12 12 12 9.5. 8 63- - - 6 - 12 - - 5 - - - - - t2 - - - - 5 - - - - 6 - - - - 12 t2 21 9 7S2 9 6 4 - - - - 6 - - - - " 12 - - - 5 - - - 11.5 - 10. B.5 6:5 4 12 12 8 8.5 S 3. 3.5 - 1 HV BLADE OR HV BLADE W/ HV. WINDOW BLADE WORKING IN UNISON* ♦SD'UujTATI0N5 GF USE FOR RIMEpy oN SHEET t9 •P NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES 1,ANCHORS TO WALL.,FIOOR OR 5000 WOOD SOFFIT SHALL BE AS FOLLOWS: 3 SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No:.2 W/G-0.55(N.D.S) - 1/4"p TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.9UILDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR Yl/G-0.50(N:OS.) EACH SECTION ON.SHEETS 16&17. -SPRUCE PINE FIR NORTH W/0=0,43(N.D.S.) EXCEPTION:SEE NOTE 2 BOOM SPRUCE PINE RR SOUTH W/G=0:36(H.O,S) -NTN. 112-COX PLYWOOD(1996 APA). 2.ANCHORS 50 HOLLOW CEILING.SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SMALL CONSIST OF LAS SCREWS A6 PER NOS 2015 SPECIFICATIONS. q ANCHORS SHOAL BE INSTALLED POOAYANC ALT.OF THE RECOMMENDATIONS AND SPEC7FlCAti0N5 OF 111E . ANCHOR'S MANUFACTURER ,Fs1eAa°""'ra4 FLORIDA.BUILDING CODE{Nan Nigh Velocity Hurricane Zone {1 f 02017 TILTECO,INC. 0,2017 EASTERN METAL SUPPLY,.INC. BERTHA HVTM /170ic �NG. A. . ,A. Accordion Shutter System KV t aE#1 W/OR w/o Hv�art)ow RAX TILLIT TESTING &.ENGINEERING COMPANY American Shu#fier SysismS EV.N DESCRIPTION OA/E DFuv�T+e+^2.c. ' Q i N%RM,3¢h,W..Ste.J30%VAGCMa GARCEN%fLORM 331 Assoclaflon, Inc. I OLD 15-qhs 7/27/1 Dn7E_ 07/27/17 4 4268 Westroods Drive z 1 PhOn<:(305)871-1530,Fa . (305)87.1-15x1 DRAWING No l/t� -dl:ua<rnoaxeom West Palm Beach. FL 33467 s 3 frt,YM�`•-1,(�'� Li E8 WALTER TW-0008719 4 1 7-107 V r" Oki A i `+ P.E. yE Fl.ORtic:1 44167 P.E. SEdCj3ltdAYURE/DATE, 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR ffi.HV & (.HV* BLADES AS APPLICABLE MAX. :SHUL+ OR L— FOR INSTALLATIONS I WOOD .WITH HV BLADE ONLY SHALL _ TWALL PUNISH 'BE LIMITED O 105.0 psA.S.D. ESIGN SS RATING. EE §HEEI 19FOR' MAXPA s _... .t/4"0 TAPCON OR .S$D. SI PRESSURE TING FOR INSTALLATION TION W LAQE A WORKING. IN UNISON --.y /"` TA WITH �rADVANCED. _ t . r i THRtJ.OFORM TECHNOLOGY "+si .:.� 1 J4'O TAPCON OR W/ 1 1/2'Min.PENETRATION ""�-. ..> i TAPCON WITH.ADVANCED THREADFORM.TECHNOLOGY --!- , OF THREADED AREA TO r,..• "� t i W/ 1 1/2'Mm,PENETRATION OF THREADED AREA TO EXISTING li MR SEPARATION I r EXISTING WOOD HEADER. ! WOOp HEADER.'(SEE SCHEDULE ON SHEET 15)• t TO(�yAGj C "' 1�OR F s I (SEE SCHEDULE 01'1 SHEET 15) ? { 1 I I f4'0-20x3J3:"S.S,MACHINE SClIE7JL11�ON SHEET SCREWS W/1/4`-20 NUTS �-'11 FOR B.AVE. )r I j . t 2 ORO, 1, ! N W 12'D.C.. I ON SHEET 19'FOR It p '`s I 1„ V Min, EXISTING I BLADES(D&0 VIA E � GLASS--4 c i i rv2 r 1 �1. i oa. - t TO r �I._'OPTIONN^ ::L WALLEXI5TING MIN FINISH 2".4' f 3 £X �� 9 2x4 WOOD 1 ♦ x FIt15TIN@ OR KJ C MIN. :..! /" �^ .� HEADER.REODIREp 2'x4'WOAD ' @ HEADER REQUIRED t t }tt 1j4'0 TAPOON OR TAPCON WITH ADVANCED EXISTING I. U@L._ PARAl1GLAS" ,C1J I I I I i :. A 4�l f '! .-THREADrORM TECHNOLOGY W/1 1/2' LO,SEPARATION (TE !I t, t t i _!: Min.PENETRATION Or THREADED AREA TO gg SCS S SHEET MIN.SEPARATION TO CLASS. I rf 6 t I EXISTING WOOD HEADEF2. �1.--.- :EXISTING - S c t1' I tl. (SEE SCHEDULE ON SHEET 15) 71 FOR BUOE(DAM (SEE SCHEDULE ON SHEET l l) I ! zf 4 D ON SHEET 19 FOR Gt'A55--•I I �--{' I r-s'{k- 2'v4'CONT.-SILL _ iR%ADES 0&6) ...N ,- � PLATE LATREO'D. �;,� �N�}HV WALL HEADER INSTALLABON a (.JH+Y WALL SILL. INSTALION 9 HV WALL HEADER INSTALLATION t EXISTING Lr--•—•- I MIN.SEPARATION TO GLASS !1 I MM.SEPARATION TO GLASS ' EXISTING F"-"—(SEE SCHEDULE ON SHEET'!i) -1 {S_EE"N SEPARATION ON SHEET f t) GLASS- ?AIN' SEPARATION TO GLASS I' I 1 E7(fSTiNG I 2'x4"CONT:»✓! GLASS-�' x GIASS•--I, t WOOD PLATE}:(SEE SCHEDULE ON SHEET 11) I. g° 1 5,# 1/4!0-204/4'�S:S e MACHINE SCRFwSREOD. 1J4"0-20x3/4"S.S. USING • NUTS,I/ MAGMNE SCREWS W/ a D.C.- WALL. NUTS 0 12" I ') I 'FINISH t O.C. oR1BoR18� 1oRt'5 ` y Ll II jf _„l I 2"x4'CONTr_/ }(}(i 2- OR 4..}Jti WOOD PLATE T+"' s s� ( S I ! 4 REo'o. 444j i £! 1 llTn, 411 IJ4'D TAPCDN T in. OR TAKEN WITH ADVANCED I} i ( ;� I t .I.i \ 7}{READFORM TECHNOLOGY 5VJ 1 1/2- 2"x4' /Y•'4 CONT. \\\111______.___ THREADED AREA I TAPCON OR TAPCON%WITH ADVANCED i. { i I SILL PLATE �f EXISTI PENETRATION D HEADER. � 0 } I ' 1 4`0 1APCCN OR MOIE" i iHREA17FORAi:TECHNOLOGY W/1 J2"_ t -- ` .-._ I I t REO'D 1 t SEE SCHEDULE ON SHEET'15) I sY TAPCON .ADVANCED 1'-SEE'SHEET 4 FOR TYPICAL 1 { i. 1 tt.��EXISTING; f 34 Min.PENORATIOW Of THREADED AREA INTO PLYVlOOD THREADFORM TECHNO[:OGY SHUTTER ASSEIL?T3LY. 1=• 2 Z 1�=. �,,,,.,I -WALL FINISH i 1/2'tdiN.CQX .....s. {SEE SCHEOt7LE.ON SNEET t5) £XtStiNG M!N 2 i' pL'Iyj0Yf/ 1/2"Min:PF1JEfRAiDN OF 2-MOUNTING SECTION$CAN.DEySTUDS 16 0 C,IdAX. ; WA7;1.FfN1SH----THftFADED AREA INTOPLYWOOD COMBINEDIN ANY-WAYTO 1/2'1:fN.CDX PlYW000 REO'Q: REO'D,PLYWOOD TO t3E (sLT:SCHEOULE ON SHEET 15) SUtr'ANY'INSFALLATIDN. R HV' WAI=L_SILL MTALLATION MIN.2x4`STUDS 0 IV 0.0:MAX.REO*D. ATTACHED TO STUDS.IN. _ PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH. WiTN SECTION 2308 OF THE F.B.C. SECTION 2309 OF THE ' WALL. SILL INSTALLATION' 1 SEE U1 ATTONS 0";1 r USE 4P PUH; ALL SILL INSM LATION F.D.C. BLADE 1A ON'SHEET 19 1� FLORIDA BUILDING CODE(Non High Velocity 1#urriccane Zone - tgilEETh�'j�T1. /�j�;.��e .. 02017 TLTECO,INC. 0 2017 EASTERN METAL SUPPLY.INC: ENS'-, _ I�■�I� BERTHA VTM A■S■ ■A■ Accordion Shutter System 9 1?E atssTILLIT TESTING soENGINEERING COMPANY Americani1s oa Shutter ft terlSystems �V �AD��t wf OR wfo fiY.Yrtt�Y7N.0ADE . #3 N DESCRIPTION DATE DRAWN fYY. L.C. OLD is 7/27/t DATE 07Jz7/17 -ti-Tc 1t Pnono-; (305)871-1530.Fux:.(305)871-MI 4268 1Vestrnods Drive 2- DRAWING No _ 1 Tei-04.1—nn West POIm Beach, FL 33407 3 Ee-0009719 17107 WALTER A nLL?Jr.P.E. 4 _ E?:E• VV llil�t/DATE. .11aRIDA Ui_:1 44781 5. SHEET r, 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FORE HV & 9 HV♦ BLADES (AS APPLICABLE MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOQ WITH HV BUDS(!)ONLY SHALL LIMITED T 105.0 . sf. A.S.D. DESIGNPRESSURE BATING. SEES ET 19 FOR MA WALL FINISHHSPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON '/4'a TAPCON`OR ,? c Ed-- EO- 2`MIN. .71"(1 TARCON WITH ADVANCED i"xB"(Mtn.).EXISTING t it THREADFORM TECHNOLOGY WOOD DEMI REtlUIRE0.. ��1 O - EDGE(1F AaPUCaBLE) STRUCTURAL ADEQUACY t ! ...^._.. �' W/tt/2`Min.PENETRATION 1/4"o-20x3/4"'S.S. OF EXISTING WOOD BEAM M1 OF TFIREAOED RR1 TO t� PHILLIPS TRUSS HEAD TO.BE CERTIFIED DY t 'I .��i EXISTING WOOO HEADER. rLtin. }.{ACHINE SCREWS REGISTERED ENGINEER OR.` r J! 1 '-- EXISTING WOOD \ J 1 1(SEE SCHEDULE ON SHEET 15) W/ 1/4,-20 NUTS ARCHITECT PRIOR TO -�0-- =-Eq „_ f TRUSSES OR S Ls z^ 1 E 0 t2"O.C. SHUTTER INSTALLATION. w. fr t ! 112•.....- 1/2"�» RAFTER 0 24` O.C.REQUIRED' [t 1 1/4'4:TAPCON OR r •---- --- I 1 OR 1:S TAPCON WITH ADVANCED t �" ! � -'r' _ - T.. EXISTING SOFFIt' .N 1z .257" THREADFORM TECHNOLOGY 1 �r*' E v '"� �T 3/4"Maz.THK. ri s j t i `��. Max: �W/ 1 1/2"Min.PENETRATION f f y (I EO-¢-E0 , $14x3/4' EO EQ' CONT.ALUM.TUBE OF THREADED AREA(TO '"I'J S.M.S. (6063-T6 ALLOY)W/ l 1 i -) 1.pPTtONAL EXISTING WOOD HE XT:R• ' t T O fi'O.C. (3)5/16"tl LAG SCREWS TO / { (SEE SCHEDULE ON SHEET 15) i or or O 1 Or 13 Or 15 EACH RAFTER OR TRUSS. { LOCATE LASCREWS.A7 MIWI MIDWIDTH OF EXf5RNC WOOD EXISTING MIN 2"x4" 1 ! t MEMBER (2 Min.NOMINAL. EXISTING-.' HEADER REO'D ; OPEN HOLE AT EACH WIDTH)WJ 2`Min: GLASS II MIN.SCHEDULE 0 TO GLASS EXISTINGj - STUD To ACCEPT (((�� PENETRATION OF THREADED + (SEE SCHEDULE ON SHEET 1'1) GLASS-15/16 0 LAG SCREW (#} x AREA.VALID FOR AT CENTER Oi TUBE,. Ilt`t NAX�INSTALLATIONS A.S.D.DESIGN LOADt AND. V U.SEPiRAnON EXISTING t ".3p1;v:KN ti 9'-0`MAX SPAN THIS O HV WALL HEADER INS7ALLA�ION Asa row=(SBECUSS- tO'IXA (SEE' INSTALLATION S ONLY VAMD ` I 1 FOR q,nq[TEL (,'� ((��♦ '' �-E a'RST FOR WOOD W/Mtn.SPECIFIC 1 art SIfLT is fOR T�, OR\'3" 11 FOR BLAW(DRO GRAVITY OF 0.50 AS DOUGLAS 01 SHEET 10 FOR _I 9AP6�8® 1 9AOE QAh ♦ FIR OR SOUTHERN PINE No.1, 1-SEE SHEET 4 FOR IYPU:AL SHUTTER ASSEMBLY S 1 OR OR EQUAL. 2-e.1QUNTiNO SECTIONS MBE cawDam T HV CEILING •1 N 1 IN ANYAM WAY TO SUIT Y WsraLIAA1oN. U HV CEILING INSTA 10 P o SEPARKM ! T OR NT♦ MIN.SEPARATION i0-GLASS 'solm aT ' ( (SEE SCHEDULE ON SHEET S..t). EXISTING t4 FOR EXAM 0AND J TO GLASS ! I x SEPARATION EXISTING 1 —..__ GLASS d4& II (Ste IHEDULE ONSHGEET 11 .�f}}yD�� CLASS-.-M TLl ( AALTERiOaT 8 IEBj I I ~ 1 WA��11 I LOCATION �� EXISTING ! '' .' [ttai5� ){ ij4e. ©.+ 7 { ]/�6 uN' g1ox3/4'HEX CEASS 1 i I -1 ( 2"xs MIN:w (-'I -•�...-� U... WASHER HEAD TEK ! DECK.REQUIRED } o �. 13 OR 2'26 MIN WOOD- SCREWS 12" .c (No FI . ... DECK REQUIRED(NO ^-"'•'- _� (NU FINISH FINISH ALLOWED 2 �.-EDGE -"�` - '�„, i d ,4 19 EDGE OF DECK r^" ..�_.j - ••^-^ OF -~•-- "-- u ...,.- EDGE OF DECK "f `,d 71i £q. IF APPLICABLE _ •-� •Ei ---- _ ---^”" APPttDECK CA$LE -"'""'-""�"�- IF APPUCAHLE t 1'ti .`v.. 1 1/4 a-2023/4'S.S. r r�i f Ie 4 Cyt I 1/4.0 TAPCON OR !A[n. �PHIWPS TRUSS HEAD `-21L.,;:,,,,�._.: y 10 TAPOON WITH ADVANCED MACHINE SCREWS 114`4 TAPCON OR TAPCON WITF1 ADVANCED t 2'24 CdttT. -I' iHRFADFORM TECHNOLOGY 1'J 1/4--20 NUTS I THREADFORM TECHNOLOGY W 1 t 2 Min: -2"MIN:--•- ' { k '-SILL PLATE f -/ 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORh4�L __.-2-MtN:�.-I PENEIRAPON_OF THREADED J J e t C W1 I 1/2'Min.PENETRATIOCI 0 T2'O.C. (:REQ O. t. I OF TtO2EAGE0 AREA TO 'TECHNOLOGY W/1 1/2 Mtn PENETRARCN OF THREADED AREA TO EXISTING WOOD-NEARER.(SEE --- .... EXISTING WOOD HEADER. AREA T()IXISTWG WOOD HEADER. (SEE SCHEDULE ON SHEET 15) .SCHEDULE.ON.SHEET 15) ��y} 't (SEE SCHEDULE ON SHEET 15) ♦SEE.Lt OF vSE FOR U LtV WALK—OVER-.INSTALLATION a HV WALL_SILL INS -TION B Ei ORR I- W li�ItiOGR INST Lp LATIf1N FLORIDA BUILDING CODE..Non High Velocity Hurricane Zone 1 /Y^� TILTECO,INC. �� ®2012 EASTERN METAL SUPPLY. INC. = 02017.�.�.. BERTHA 1V TM NA A Accordion Shutter System 11 L i E C O i N c. ■ ■ ■ RV. eve#1 W/OR w/o.H.V.WINCIM ULAIX American Shutter Systems 71LLIT TESTING & ENGINEERING COMPANY Y EV,N DESCRIPTION, DATE DRAWN Sri 1:0. :ate titi eye N.w.seen:St..Ste aos vrcmo-«A cwOlals,namoA.uTs Association Inc. t OLD 15-085 7/2711 DATE:. 07/29/17 k Phone:(309)B7T 1530 Fax;(305)871-1531 4268 Westrodds Drive 2 Ip Afi1,� 4"P' -oil:nI maoa:coor DRAWING No 1F' ES-CO06719 West Palm Beach, FL 33407 s ONAL SO,- WALTER A.PLUT J,.P.E. 4 17 SHEET 107 F.E. SEALj§GNATIJIRE/DATE FLORIDA U,_1 44167 5 s 17 OF 20 END INSTALLATIONS HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS. 2'rt•uN.w0OO SSOOS REO'D- 1 ie I'M wow 2•x7'.uN. h `. S'ND3 KO'D. .owS1UOS,... ':.'�, 1 134'15 t/PGOn ! .- / .' s e".. ! , F wo 15x2 {ASMPUC+3LE) 3 C,�YGIOR o 6'O.G. /` WOOD 6FU05. E'1PA110N �• '� +04 1 / 51M on wTRi7mrMt Ex�sI1N0 a1A55 r H TO'/NVOD3'Ct�NO 3R105 ct44f- I \1� TCiASS• 4. _ t ` `!I !^^E]slT GLASS :I IXTva:a1h55 j jE�Ln�1l�. I I ! ,h•ax Cox t t 1 �j 1531 4DRAfiW 1/2•MN.w', ^- •t0 p1Xe 'w— -� . Fol 4YAWi9N — M9a sPww. so uic5w(.(� rL,woaD .,w rx+'3EEr m wss.(sc� ita•37,72 Gox m anxO SI Si fLR bVDE WIFa ,1315 iS Y:{%. w/dt1 j it 3113 B/AE ARD Sd®txR vi 3Ek'F PLITOOD. S�tFA/E'ON sELT 01 LT I4 FCR (6263-156)COlR, F•VQ'WI t/2`15131 CUx' a S7QT 19 FIR WC4)-/ It Ni 91DE mN0 ih' 11 F➢R B.NE 9R i ALVLL GtOStli RYA'0aa., AlAOL5 Q/6� wu ' GN 6ME1F rH PoN T-' aV 9EFf la Fqi BMLS @�,_•a .•,•�,� —t .At <(LOGt,E 7120 HtLESt['&OAT[iMER SmE NtN - IF Q) raF 1•oa Y16 O.C. 01SVS.olO� 4IEE Or SET 06TNL X FOR SEE cF o x wR OR SOE CONNOMM f� O•.©«©•y•t�' d•C4 sozc7oOroE $ e l -(-4C fs`-rid 6- ro Rna 4 L d�- O-es t- 1 o� �-o o�- �c�s�•c4��- END CONNECTION DETAIL(7} :DETAIL 9 Eplp CONNECTION A€L n IND CONNECTION -ND;CONNECTIONSPWIG DETAIL C msn.Yc .RE'C'VNCD aFnr FOR 5PANs.cREnFEa71uv az-o-" 2 x$iVOS HEo'D i S3.,b iiFCON ANCttaRS its"y.to a`!11 ( FASRNG GLn$S� �. i 1320 WK+• F{NL7Rn1w10/Y I O ihla"•Mp.NG. myt FENElU110Y O t2'O.C. S.uS. mels,ts� 4 te t SEE LIMITATIONS OF USE FOR A2'uw, 0.:1 y 'BLADE(1A ON SHEET 19 rr5° tiu } 1 • ' .t WSW 11 FOR 1/a uN I t 1=J I Y - - -�!" ---•F''•_� (DPR 4•y:( ti j. , /Jx•i I i' / 1 AQ�,A- OR - 4 - _ ([�OROOR&03 VIEWLQ 9 Y n �REuo FwYSw 'Q"�• i" PLAN �p.�6.1�3•fO�.i�i- OS•�4,.�•Fg*L•�rs [ETAIL X END CONNECTION O AIL Q' END CONNECTION 'DETAIL 12 FLORIDA BUILDING CODE{Ron High Velocity Hurricane Zone },fly`N`. ., 4 42017 TILTECO,INC, G)2017 EASTERN METAL SUPPLY,INC. ...... A■�.S.A.I BERTHA WT. /ItTi0 �a� Accordion Shutter System Hu &ASE#1 W/OR W/o KV WWON RACE Ec TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems LY.N OESCflIPTON GATE nRAwri ob Ld. sociation' Inc. F OLD 15-085 - 7/27/17 OATC: 07/27/17 4755 N.W.tx35ft St:,Ste 325.WMA CAIEMIS.FI.CSCDA 3316 F / • Pnona:(305)871-1630.Fu:(305)871-1551 4268 Westroods!Wve 2 DRAWING No SIC / e-m fe Ult-0 s.gem West P41m Beach, FL 33407 3 17-107 WALT"a.7ILW Jr.P;C. 4 [P-E. S" SIGNATURE/DATE FLORIDA Uo.0 44/157 3 SHEET s 180F 20 (A� • QME ATI IM QNS AND CONDITIONS QF USE„FOR BERTHA UNISON WITH RV WIN FTMR F121 WORKING IN 1.MAX.A.S.O.DESIGN PRESSURE RATINO, +110,- 110 p.I.F. 2.MAX.SFNTTER'SPAN..96' 3,ALLOWED MOUNTINGS:A M G k H ON SHEETS 6,7:AS WELL.AS MOUNTINGS M,0,.T,U&W ON SHEETS 16 h 17. ,. Q4s),,��1- ONLY CENTERNATES{�2,.�{BOTH W/.E4 OR 2 j PRE ALLOWED%OVPH(�i @).04 yi iv !-- `-'�� b, 'JUST p5)E'UST BIN A E INCLLUTrDEDD ONLY AT OR OPPOSEXTI RI RYACCESS OE.OF OPPOSI4C 6& CEttCERLAA TYP.Ek END • • • • + • 1 ( '` 5.(A)HV WINDOW BLADE IOTA SHALL ONLY ALLOW A MMMUM,OF 5 OPENINGS ! (3"0 HOLES)FOR(B PER'W'LADE AT.SPACINGS SHOWN ON SHEET 4. 4 - '(B)-MIN.CLEARANCE.FROM TOP OR!BOTTOM.EDGE OF HV WINDOW BLADE(9 MNG.5 WINDOWS � OF ANY 3'0 HOLE FOR I&SHALL BE 12'. ALLOWED WINDOWBO � A r - (C) P,.kT FIRST OR LBLADE COMING OUT FROM STARTERS AT.ENDS MAY BE LN WINDOW BLADE 1 +� (0)LNG THROUGHOUT S BLADE GVSf BE USED ALTERNATE TO A SOLID HV BLADE 1© THROUGHOUT SHUTTER'S WIDTH_ • • i • • Y.n ♦ '� ' ♦ \ BLADE 7 AT MATES S114L GE L WAYS THEME INSTALLED.ADJACENT TO A SOLID W• q$$ (F)POLYCARBONATE HV WINDOW SHALL BE INSTALLED SO TF)AT TABS FACE. SEE END Y �+ ,�` THE tNMRIR OF THE OPENING NG PROTECTED:HY WiNDOL4 jj MUST BE CONNECTION I-+ + - ♦ • • ♦ +�5R ONLY INSTALLED AND LOCKED USING A W SETTING TOOL FRONDED BY ASSA. 9ETAILS ON SHEETS ♦ + ;t # INC. 10& T8 TYP. DA$ FULL HEIGHT.— TE 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO W000 FRAME Iq PIP BUILDINGS ON SHEET 1S,AS LIMITED BY SPAS AND DESIGN LOAD(SEE NOTES P P J4) I A z ABOVE). g � 7.SER ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO.POURED CONCRETE OtT..CONCRETE BLOCK WALL ON SHEETS 1212& 13 AS LIMITED BY 'I SPAN AND DESIGN LOAD(SEE NOTES 1 do 2 ABOVE). I - 6.MINIMUM SEPARATION TO-GLASS SCHEDULE PER ASTM E-1996: '(,SEE PLAN FOR.REQUIREMENTS) ^�, 1 D H CJ it'H TOP&BOTTOM 1y )/1¢p pq -(2)) WIND ZONE MINIMUM NMIMUM SEPARATTON TO GLASS lNt1NREQ w1DTt - a - -�1 1 THRU 3 1' EL YATION MNL SEPARATION 70 LaA.s EXISTING GU'S sm SCHEDULE CN SHEET 11 F4t OnCfh l�` 'L $:�`• _ -- ON- T FR&ARESQk uJ ------'---'--- _..._ �.--`---------r=". '4,-_>:--------- ----- ^-"...----"' 4 AND W1 R (SEE NOTE 4 ABOVE) TYP 69) TY�P\ SYIAIA TRI CENTERMATF.S 2UI,.7 W/(2A OR S Atip W/off(s NOTE 4 ABOVE) PLAN- \ 21 TYPICAL (1-1 BY BLADE WORKING IN UNISON WITH HV WINDOW BLADE CIA SHUTTER* �"�--- T p��t^d•f'S�r., p }� FLORIDA BUILDING CODE(Non Nigh VelocityHurricane,HUrricaOB Zone' X11Q.- ,........... . t,/•; 42017 TILTECO.INC. _ 0 2017 EASTERN METAL SUPPLY: INC. BERTHA HVT A.S.S.A. TA —' Accordion Shutter System TLTE C O �N�. H.Y.StIIDE�l Wf OR W/0 1-LV,WINDOW BI:P!)E American Shutter Systems REV.N DESCRIPTION DATE DRAWN B1: 1.C,. Q TILLTT TESTING & ENGINEERING COMPANY "a s I'm mb.St.stc Sas.'VIRGINIA cM tM FLORCA 311 Association, Inc. t - OLD 15-085 7127(1 DATE: 07/27/17 4268 Westroads Drive 2 Phone:(305)871-16At .Po>t:(3D5)871-1531 DRAWING No fi a-maT:mt«olwdccom West Pofrn beach, FL 33407 A ALL'F 1>C?t' EB-OW6719 4 17-107 WALTER A.TILL f Jr.P.E FLORIDA UC.►44167 s P.E. SEAL/SIGNATURE/DATE 6SI'IEEf , 19 OF 20 x 1 1/z-=1,;1135-THICK z INSTALLATIONS W; (j HV BLADE & HV CENTERMATES ( o -12.000-Max. Mn.ASTM A-653 GRADE 40 I iN VARIES �'M°% INTO METAL STUD WALLS oD DTA M'n.G-60 GALV.57EEL - 83 METAL STUDS At Is-O,C, w 43b 4p 41 � - --- --- 1/4"0 NOMINAL nix- =� — / _ —3& * GENERAL LIMITATIONSAND CONDITION5 OF USE ALUMINUM SLEEVE r FQR BERM_�Z Hyl BLADE ACCORDION SHUTTER,_ 5063-T5 ALLOY LI 3/4•=5 1/4.0.035't c c M n 43c 436 ' 12 S SYSTEM INSTALLATION TO METAL $i U�7 WALLS p CONT.GALV,STEEL TRACK LHANNEC.169 6'.O.C. 0 6 O.C.^. i - ASTM A-653 GRADE 40 Min_C-60 I ,, --''{ SEPARATION TO GLASS SCHEDULE N .-...-3.006'.,..__ MNANIZED:FASTENED TO soros ; ` t, MAX,.A;S:D: DESIGN PRESSURE RATING: +75, - 75 {psf) Mo'' w/(2)d6=1 2'Tkl•C SCRktiYs.ON I EXi TING FINISH 39 z- . NIEaaR a,EXTERIOR rACE , AS APPLICABLE r N 2 MAX SHUTTER SPAN 84" WIND ZONE MINIMUM x ASTM E-1996 `SEPARATION a3c LENGTH 1` DCt511NG OfASS---i MIN:SEPARATION ,"�. 3. ALLOWED MOUNTING: ON THIS SHEET. TO GLASS TO GLASS S - (SEE SCHEDULE) {�) .� 4. ONLY ENTERMATE 21 W 24 HV LOCK ARE ALLOWED I THRV 3 1" 4 I JA"f6—ZOX�" BOL'[ WITH 27 ARRANGED�A S�MEfRICAL LAYOUT, MUST PENETRATE 3G i^ i USE OF (2) 35 (6"'LONG MINIMUM} MUST ALWAYS BE 4 4" cEXISRNc FiNISN I I t' =+ INCLUDED AT"WERiOR OR INTERIOR ACCESS SIDE OF :, _ 1 373 7 ,: 1 3/4'.8 1/4'=0.035'THICK Min. 1 250^- O..+D- ...CONT..CALV.STEEL TRACK CNANNEI.,. .r Ast11 A-653 GRADE 40.Mtn.G-so , AS APPucnet CENTERMATE. o "�e GALVANIZED FASTENED TO StI1DS W/tz>pe=1/2• IOR sDRtws ON i. 43c 436 t iNif.R14R&EXTERIORTHREAD$- BLADE SLACK DETAIL HVF IS ALSO VAUD FOR 438..1/4f1fdC0 CONVICTION j 38 27. CENTERMATE. APPLICATION WITH BLADE(D PRODUCTS FAB-LQK HID t6". 1 1//2R b031*, 3 cRAH'ICK o.�' , vARt6s.` 2 ttEn a 0 'C• COMPONENTS Min.G-60 MV.STEEL I .t M5 WALL I EADERZSILL INSTALLATION STUDS AI F�gsIING FINISH As APPLICABLE scamsJ : s"= t" 16.O.C. Min .} - (TYP,TOP&BOTTOM) T 3/4 x 6 t/4=0,035 TCHA Mur EXISTING CLASS _ _ - r _ f`CONT.ASTU A-653 65 STEEL TRACK CHANNEL, `�-.^�`�t"'•�" �^^^' "."""'"� •- / GALVANIZED FASTENED TO E 40 Mi.. STUDSD0 i i " I :, SYIy1tv1ETf2YCAL I ' SYIVIMETRYCAL ;~' M7N.SE VARIES 1vRdR ExEROR F aoN I = _ �r i 1 i I I` y TO GLASS 2' i 1 ) 436 436 43c i I i i CENTERMATES W/ I i i ;i�fNTERMATES Wj (gEE5CHE0ULE) Mo=. I 1 EXTERIOR ACCESS SIDE-,_ t` i i: INTERIOR ACCESS IDE i ? s OYP.) IN -- -= ---w ---- - — - --211 _ _ - --- - _*.- ------ -- ------- 1 12' -^------ --------- - ---- ------ ----- -----------------^-- ---- ------- +- -- - --- - -- -- - --- - - _ W U 1 2)42 2,"1 21 21 - 11 1 I LOCATED AT 12 s HV REAPER/51• ENDS --- -- - - - - ---- -- -- - = - -- --- ---- ----- ----- - -- - 1 ------ - -- ------ VIE Y q 2 3 (6 Min.) 24 SIDE CONNECTION To TRACK 3 1/a•(Typ•)^ 6 1/r MAX.SLACK {cant.} 6 1/2^(TYp•)•--- HVA AVB SLADE SLACK .DET�LL � Bye FLORIDA'BU1l:DI CODE(Non Mi9h Velocity Hurricane Zone 02017 TILTECO,INC. 2017 EASTERN METAL SUPPLY' INC: ��. BERTHA HVTM �cras ?'= $ A Accordian Shutter System �. ECO,INC. ■ . ■ RV.'BiADE#1 w/at W/O KV.WINIOW MADE American Shutter SystemsEV.N DESCRIPTION DATE DRAWN BY L.C. 'S !// •� C TILLIT TESTING & ENGINEERING COMPANY �y��1� 6355 N.W.36TH..St.,S1 605,NRc.NV.GAADDI-5 TwRDA 3314 AS504IOtIOn, Inc. 1 - OLD t5-4&5 7/27/1 EIATE: 07/27/17 'Q.•..---••.OtTI-' y� phone:(305)87 mo1-15311.Fq (305)871-1531 428 WQS(r0ad5 Drive 2 DRAWING NO - a:011-0.01— West Palm Beach, FL 33407 s ,cis., tIA10 "ATE WurEsi°nunS9..P:E: 4 17-10.7 P.E. SERC Al EjDATE FLORIDAU-0 66167 S SHEET 6. :. 20..OF 20