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Home My WebLink AboutProduct Approval f ri ' t`s If Fig aG=S Home- Lag in User Regiztract YE it Sii ai9e tac tions ,3 FUG Staff aGtS Stta Map, Ltekx-,-Sea"fbdc� ■■■■ Pradtict`Appcoval f L= �rx- 1. Y ':f� p ,� _ USER:pubtic User tl - •a arx, t'f* Jl Product Apaovat AWt '>Produrt ar Appliratiai Seaictt>ApplicaWn Lisi`>Appticatioei Retail; FL# FL389-R9- Application Type Revision Code Version '2017 Application Status 'Approved ' _. RECEIVED 'Comments �;' . Archived SEP 0 2018 Product Manufacturer American Stiufterr�Syste s%s621491prC&ftjty P l ` tjnT -Address/Phone/Email +4268 Westroads Drive West Palm Beacfr FL 33407 (561)209-8263 ' bfeeiey@easternr!T etaU6m f Authorized Signature Biff Feeley Irodriguez@easternmetai,corn Technical Representative Address/Phone/Email Quality Assurance Representative' Address/Phonejemall Category Shutters Subcategory Accordion Coiripliance Method 'Evaluation Repo t feorh"a-Fiorida Registered'Architect or a'Licensed Florida'Professional Engineer Evaluation Report-Hardcopy Received Florida 8rfd1H6&or Architect Name who developed ;Walter A.,Tillit„�7r,P.E. the Evaluation Report f Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By :John Henry Karripmann Jr, '=1 Validation Checklist-Hardc6py Received' 3 Certmcate'of Independence FE389 R�CO1 AMERICAN SlillTiER SYSTEM ASSOC.,INC. DRAWING. 17-107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9'CO?t AMERICAN SHUTTER SYSTEMS ASSOC..INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(i1.RDF FL389 R99 CO](:�AMERICAN SHUTTER SYSTEMS DRAWING 17 108 CERTIFICATE OF iNDEPENDENCE.PDF :Referenced Standard and Year(of standard) S »da d 7 Year .ASTM E-18861i 2005 ASTM E-1996 i'. 2005 -ASTM E-330 2002 TAS 201,202;''203 1994 Equivalence of"Product S666�ds i= Gertiried'By ;, i. h it Sections from the Code . f! i� Product-Approval Meitiod Method 1 Option f{ Dk. (t. Date Submitted. 09f1812017 ij Date Validated 10/18/2017 tI ,Date Pending FBC Approval 10/19/2017 { bate Approved .12/12/2017 i Summar of Products FL# Model,Number or Name Description 389,1 Bertha HV Accordion Shutter.- Extri i:14!aiyminum interlocking blades retained by tracks Blade 3 '(Non-HVHZ)-Drwg 17- 108 (tap and,bottam)'for storm protection I. Limits of Use Instattation Instructions Approved for use in HVHZ:No, FL389 iW9 11 AMERICAN SHU17ER SYSTEMS DRAWING Approved for use outside HVHZ:Yes 17-108;[BERTHA HV ACCORDION SHUTTER,SYSTEM,PDF Impact Resistant:Yes VerlfiediBy: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 Evaluation Reports positive ASD load and 13'-O",for 35 psf negative ASD load FL3891t(29 AE AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 17-109fPRQDUCT EVALUATION REPORT.POF for HV3 blade w/o window blade and 8'=1i"for 62 psf,9'-11" Created by Independent Third Parti:Yes for 55 psf HV3 blade w/window blade'working in 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 r sheet 5 for other spans and ASO pressures. 389.2 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 Instaftation Instructions Approved for use in HVHZ.-No £L�$g4:R9 If AMERICAN SHUTTER SMEM ASSOC. Approved for use outside HVHZ:Yes INC, ORAWINCa 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM,PDF Design-Pressure:N/A Verified.By:American Test-Lab of South Florida Inc. Other:Large,missile level"D''.Max,Span,is 16'-0"for 30 Creae6cl by Independent Third Party:Yes p.s.f negative.ASD load depending on centerrnates and Evaluation Reports locking rod configuration for the.HV1 blade,8'-0"for+64,- E89;'R9 AE AMERICAN SHUTTER SYSTEM ASSOC.. 72 p,s.f,A:S.O:load for HV blade for keystone mountings INC, DRAWING 17-107 PRODUCT OFyAi UATIQN 7'-0".p.s.f.for metals stud mountings and 8'-0"far'110 ps.f. REPOELPDF 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: _ f- 389.3 Bertha HV Accordion Shutter- Extruded aluminum Interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 17-106 (top aficf bottom)for storm protection Limits of Use Installation Instructions /Approved for use in HVHZ:No FL3R9 R9 dt AMERICAN SHUTTER SYSTEMS ASSOC..INC. Approved for use outside HVHZ:Yes DRAWING 17-106 'BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes YSTtPDF Design Pressure:N/A VerifiedEly:American,Test Lab of South Florida Inc. Other:Large missile,Max: 10''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 scheduleson sheet Evaluation Reports 12,25 and 28 respectively +389 R9 RE AMERICAN SHLnTER SYSTEMS ASSOC., INC-It DRAWING-17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes ack or[ .Contact tis is 2601 Staff Stone Road.Tailahass850-4ti7•fa74 ' The'State�FlOiida[s amM?EEA emplaver,fopvrinht 2007-2013 Srate'or'FtaNda`pp:� Privry Statement::Accessibttity Statement::Ftetunil Statement E- t{''i :.ilntlerFioiiifa iativ;email atldrCSsesaR puNiC records.If you do not your e-mad-address.released in responseto a public-records requast,da net send ctectrentc mail to this entity.Instead,contact the office the phone of by traditional mail:if you hav }arty questions.please contact 850.437.1395."Pursuant to Section 455.275 ,(1),Floiida-Statutes,effective October 1,2012;licensees licensed Binder chapter 455,F S`trust provide theaepartteept with an email address if they have One.The Omens provided may used tar official cammunicahoh witty the licensee.However emaiikeiidresses are pubUC record.It you do not wish to supply a pe.Sonat address, please provide the Department with ad email:address which can be made available to W4 public.To determine if you are a licensee under Chapter 455,F.S.,please re dick he .}€'.?: ptoduci Approval iAccepts: Itt• 1, i GENERAL NOTES: 1,BERTHA M.Y.ACCORDION SHUTTER SYSTEM SHOYIN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.O.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SMALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SMALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONEDCODE.FOR A BASIC WINO SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (AS.O.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&'20. IN ORDER'TO VERIFY THE ABOVE CONDITION, ULTIMATE.DESIGN WINO LOADS DETERMINED PER.ASCE 7-10 SHALL.BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1;' 14V BLADES 1.1)& A7a BY MULTIPLYING THEM BY 0.6.IN ORDER TO COMPARE THESE W/MAX.(A.S.D)DESIGN PRESSURE RATINGS.INDICATED ON.SHEETS 11 THRU 15, 19&;20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY IMT COMPONENTS AND ANCHORS ON THIS P.E.O.,AS TESTED,WERE NOT OVER STRESSED,A 33 R INCREASE 114.ALLOWABLE STRESS FOR WIND LOADS WAS 2i0I USED IN THEIR" SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSES.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.Y.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&WINDOW DETAIL -HV BLADE 0 J0214.01-03.10715:01-03,j1O04-01-05,#1214.01-05.#0317.02-06,ITOS09.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 ARE„t,�;�� t-� B ADE(1)AND W WIN DPMAA AI)E CiA� AND E-1996 STANDARDS (MISSILE LEVEL.D,,WIND ZONES 1,2&3)&81220.01-10 AS PER TAS.201,203&203 PROTOCOLS LARGE MISSILE. ,(WHERE APPLICABLE} -HV WINDOW BLADE 0 10505.01-OB AS PER ASTM E-1886 AND E-1996(MISSILE.LEVEL D.WIND ZONES 1, 2,3)BASIC PROTECTION ONLY AND(X 0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.HV BLADE(j)AND HV WINDOW BLADE Q ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M. CONCRETE/BLOCK SHEET 7 3,BERTHA H.Y.ACCORDION PINS(MJ SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14x2.75W AND 114x1.754 RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 kST YIELD STRENGTH AND 180 ks(TENSILE STRENGTH. PINS SMALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET'9 COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING 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-Te ALLOY IS 30.0 kai AND.35.7 kgi FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY. - MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE.& BLOCK SHEET 12 5.ALL SCREWS.TO BE STAINLESS STEEL 304 OR 316 NST SERIES OR CORROSION RESISTANT.COATED CARBON STEEL AS.PER DIN 50018 WIIH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN.TERSILE STRENGTH: ANCHOR SCHEDULE- CONCRETE.&;BLOCK SHEET 13 AND SHALL COMPLY W/'FLORIDA BUILDING CODE SECTION 2411,3.3A. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi.MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD "SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:MV BLADE 0: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE 0&Q WORKING IN UNISON: 12, 13& 15 .INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12&X,WOOD SHEET IS 8..THIS BERTHA H.Y.ACCORDION SHUTTER SYSTEM BEARS"A U.S.PATENT jV779,582.COMPONENTS OF TRS APPROVAL ARE COVERED;IN.WHOLE OR IN PART BY U.S.PATENT 115'458,179 ISSUED TO EASTERN METAL SUPPLY,INC. AREA 3: HV W(NDDW B,.ADE.IiW ONLY 9,IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE.STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK .. ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT'W1NO/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19, 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT.OR OTHERS, MUST PROPERLY CLOSE ALL.MV AND HD .}; F(V WINDOW BLADE ONLY CENTERMATES AND ENGAGE OR LOCK ALL MV SAND HD LOCKS. AREAL 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 STUD WALLS SHEET 20 PLACED FOR EVERY OPENING LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. _ 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING.AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION-WHERE PERMIT IS APPLIED TO. 13.(o)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE"INFO.4MATION FOR A SITE SPECIFIC PROJECT:i.e.WHERE THE SITE CONDITIONS DEVIATE.FROM THE P.ED:. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED.ON.THIS P.E.O.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON.THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE.CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.ED.-WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R,)FOR THE PROJECT AND WHO WILL DE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SMALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.ED-SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT Nrruaii�,.y FLORIDA BUILDING CODE Non High Velocity Hurricone Zone 1111�t Jl`rrr 02017 TILTECO,INC. ". @2017 EASTERN METAL SUPPLY. INC. %C'AlS�r :`'� BERTHAHVTM t � 111.MECO �N�, A■&S.A.I RVAccordion Shutter System : . MADE#T W/OR W/O H.V.WINDOW RAM €iIAICUr�U j American Shutter Systems D/,N' DE5CBPTIDN GATE DRAWN BY: L.C.y TICCIT TESTING & ENGINEERING COMPANY v Association, Inc: I 010 16-085 7/v/1 DATE-. .07/27/17 1335 h 35N.SL.S1¢30.E V.Fax 2(305)5.n0oZA1-153 3316( 42158 WeStrood5 Drive 2 Phone:(305)871 1530.Fax:(305)871-iS31 DRAWING Na ,t` fll �!y,J o-maE Ud006719t�em West Palm Beach, FL 33407 s )7^ �7 :,{�cW .............j3�' L1 WALTER A000LL67T78r.P.E 4 "V`�jDIijAL 1 WALTER "n d 441 s7 5 SHEET P.E S�Fi"EIRMAYORE/DATE 1 OF 20 ^J 3"FOR W1wv 2IAQ-e @ ps/s" WN� YARtES. 1 91 4o_' 4. �p 7" 4_.,'59 • j o }iV S11 1Q BLADE 3yy LINIVERSA� FLOATER ° HSL,L180" STARTER COVERED UNDER US PATENT 5458174 (� QUALIFIED FOR USE W/ QUALIFIED FOR USE W/ HV BLADE(D 4..:/ DIRECT HV BLADE(j) HV WINDOW- BLADES 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE W HV ¢063-T6 ALLOY AND TEMPER "SEE LIMITATIONS OF USE OF BLADE @ ON SHEET 19 BLAOE 37J; 6063-TG ALLOY AND TEMPER 1.500^ 60b3-T6 ALIOY Att44�D TEMPER 124• •085" % ,670• 2.670` (TYP.) 3.556' .994' f . .670" 2.26' .o 072 • o 842' - q m � 0 • 4697" o �� m .6i5` 2.92" � l�1 HV ADJ. A�APIERR W/LIP 4.4 6 ,2 7" 'aa7z 0.072 ( IjV WALK-OVER TRACK x.920 2,26 OADJ.EO FOR U5£ W/ HV HV ADJ. FLOOR TRACK BLADE(D QDALIFiEA FQR USE W/ HV HV TRENCH TRACK -355' 3.7so 6063-T6 ALLOY AND TEMPER BLADEI QUALIFIED FOR USE W HV QUALIFIED FOR USE W/ HV :6063-T6 ALLOY:A% TEMPER BLADE(D ONLY. (J� HV RAINGUARD .BLADE} 5063-TB ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY A D'TEMPER VARIES "'I 1936"'. - BLAOE 1 t' VARIES. 1.936' 6053-T6 ALLOY A D TEMPER Max. 0 083' 083` m -- 083` ...�.._.. �. .100 - ao'• I,.. m X93_ t _ n m1 •125 v . - ° a ,093" .93'• 670. ' b 670 Izw .o 0 \� 670 0. 3.5241 I 1670,• -,� (p HV HEADER SILLCEILINGI 3529'. �1 HV CEILING HEADER 13) HD flE�ADER/SILL QUALIFIED FOR USE W/'HV BLADE 1 ONLY, QUALIFIED FOR USE W/ HV BLADEQNLY � 6063-T6 ALLOrY ANp TEMPER QUALIFIED FOR U5E W/ HV BLADEl'J }{DL HEADER/SILL SEE. SECTIONS FOR VALID SEE SECTIONS FE VALIDITY. QUALIFIED FOR USE W/HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE:(D ONLY. 6063-T6 ALLOY AND TEMPER COMPONENTA 0 TT T2 X Y l t' t' .062 17 2' 5'MAX. 1'/8' 1/8' 08 2' 5'MAX. 0.192" 0.192" SIDE ANGLES B 1 �0'�1 CORNER POSTS QUALIFIED FOR USE W/ HV ALUMINUM. ANGLES 19 ^.. ^i.s• Y MAtt.l4siso" (4.ts4• QUALIFIED FOR.USE.W/ Hv BLADE 01 QUALIFIED FO?_USE W/ HV BLADE Q 6063-T6 ALLOY AND TEMPER BLADE Ui ONLY. I 2` 5'-MAX. 0.139^ O.t3i' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER t FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone }}�, 9.2017:EASTERN METAL SUPPLY, INC. tt/tt�' t .. 7, 02017 TILTECO,INC. _ 4� .^iCENs�'{�� R ' BER TINA HV i1L1EC 4 rN A■S■ ■A■ Accordion Shutter System H.V. BI.AX#T W/CR W/O H.V.W=W BADE C �� TICCIT TESTING & ENGINEERING COMPANY American butter Systems EY.A 06scRwTtON.. oa1E oltnwNBri L.C. ' , 8355 A.W.38tH.St,Ste 305,'VT `A CARD—.--331 Association, Inc. 1 OLD 15-p$5� ljzl/1 OATEr. 07/x7/17 .opt ,c�— -- 4�t Phone:(305)671-1530.Fux:(SOsjezl-Isbi: 4268 Westro4ds Drive 2 DRAWING No 1A.. �R1D�,.: (, a fro 1:tiltOCCawoLcarr. West Palm Beach, FL 33407 3 17-107 i 7�'��7 �lsn �k"41 EB-0006719 4 {�/'••••:•,��«•`'`�`� Itt/ WALTER A TWJT Jr.P:E. E/DATE Lk.1 44167 5 .SHEET DATE P. a,JY2E 6 2 OP 20 4.76 - 1/4•-I"IN 1/4'-0D DG CAST 4 93• = a FLAT TXREAOCD =NG FMIAEt 2. 3• -.7—'-`•L�_„_-„ o ( p0 q (2&"TYW%ED PAINTED �7MREADEO MDIE CAST 0U5iNC EtuuD. •. 3 m� j _ BAKED PANTED DR062• ei I t.3?5' NI .318" .. - NESS(CN 0. ( yCHROMEYLINDER PLATED) idlA 1a .�� 21 HV CENTS E �, )3zz, SIV LOCK V EGRESS QUALIFIED FOR USE Vl/ Hv.BLADEd& 1A ONLY HV FLOATING CENTF �° \T � LI L S LOCK 6063-T6 ALLOY AND TEMPER OV tEO FOR USE W/ KV BLADE& 1A ONLY °•Q,7 3.023 .675^? QUALIFIED FOR SE W/ HV QUALIFIED FOR USE W/ HV ��-- BLADE 1)8s ONLY. BLADE 1 & ONLY: 6063-T6:ALLOY AND TEMPER C H CORNER R A O Q ALIFIED FOR USE W/ HV BLADEU1 ONLY ; 250'o.D. 516' 2A74- 5063-76 ALLOY AND TEMPER PLASTIC HEAD 'o N 87 .37 . MOLDED TO r _ 1 4.045" SCREW N 1000• o D67�' mI ' 25"' .360•AFTER.RIVETING fi 4 ¢? ,- BEFORE RIVETING D o41 I h o N rn vt • � N � � 6" 1/4"1-20 x •3/4" t S.S. THUMBSCREW 1/4"0-20 H *SERIES 9444 AL AINUM(2924-T3 ALLOY)LARGE FLANGE THIN t SHEET NUTSERT,PART Y:OB20;'AS'MANUFACTURED BY AVDEL PLAN "; FRONT ELEVASION �G J' "•F" O 4566" CNEkRY'TEXTORN,PARSiPAENY.NEW JERSEY 07454 OR FAUAt.. 2� 'LOCKER 'AOR "T" LACK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY � HV FEMALE "T" LOCK GENTERMATE HV "T" LOCK H LTERNgTIVE LOCA 6063-T6 ALLOY AND TEMPER - QUALIFIED FOR USE OUAL.IFIED FOR USE Wf HV QUALIFIED FOR USE W/ HV BLADE(D-ONLY QUALIFIED ALFOR USE LOY ANDHV�TEMPELADE�) W/HV BLADE Qt ONLY. :BLADE Qt ONLY, 6063-T6 ALLOY AND TEMPER 1.9 17 I+'-1,9-'1 T t ~ _i eo� 3 161_"'3 0 1 j ��1pp *11s �jIII`� t- \II'(/ CYLINOER UNDR ,214' mI ml KEY CYLINDER ' .545' "DI0.875'Min. e'I m m OO ry! m T .125'Max, V HD G T W' N �? HD CENTERM&A W L ROD �j o n QUALIFIED FOR USE W/ HV BLADE(D&& A QUALIFIED:FOR USE W/ HV BLADEW&& to 6063-T6 ALLOY AND TEMPER � E ' -INSERT .ROA' 6063-T6 ALLOY'AND TEMPER 'o4i, g vARIEs tz MIN. QUALIFIED FOR USE W HV BLADE. 1 .& JA. r-- ij4"a-20 SS DR 3j8b-sa 1:130 - 6063-76 ALLDY.AND TEMPER THUMBTURN I ACCTAI TIUNRSONDYS. ±1/2- {T _ -_' CYLINDER i (SEE OLTNLS) {{ I"-`I 1 00 s OR KEY I 315' N; (+ 1.57. Mia. CYLINDER ,�-� 7.78'Max: � � j,OCKING ROOL1 --..11 44.�� LSd} )� LOCK 3750 }f4'a (% }tIa}t*CK QUALIFIED06 FOR USE W/ HT BLADE(} C6 HV 3/8"0-16 ACETAL �/ 1 V l si" Q-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 6063-T6 ALLOY AND TEMPER SERIES..S S., T UMBSCREWS QUALIFIED FOR USE W/HV BLADE& ilA ,L fS)INSTALLATION WILL REQUIRE A 7/16"HOLE THUMBSCREWS QUALiF]ED FOR USE W/ NV BLADE 41,� DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR AA pp HV BLADE Q FLORIDA BUILDING CODE(Han High Vetocity Hurricane Zone 1(Itl tik J{ 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC, 714 Q\� 1a. (fjtl"'-. BERTHA H TM 1IEN '••T✓9: 7777--E O NC ■ ■. r Accordion Shutter System A H.Y.BLADE#1 W/OR W/O KV.WINIM BLADE American Shutter Sysiems EV,N OESCRIPOON DATE DRAWN BY: L.C. i 74• TILLIT TESTING & ENGINEERING COMPANY Association, Inc. t OLID 15-085 17/27/1? 27 T7 fl STATE OF ;„ : e3ss RW,3etfi.sL.s 365,1AMNA GARDENS,FLDROA,J31I DATEi 07 f - , Pnona:(305)871 153D Fox:(305)e7i-1531 4288 Westroads Drive 2 DRAWING No /�/tfp A 0-mal IK°°OOaa.t°M West PDIm Beoch, FL 3344? 3 .(R '._'�•�` `Vr;IgT,:. \�I`i� E8-0006719 4 1/-107 V WALTER A.TILiIT J(.P.E. FLORIDA U.Q 44167 g SHEET P.E. SEATt6tC R!f DATE 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR SHUTTER 1 HV AW. I 1 .111, LEUI INCE 41 i,�yy� TO 81AOE TIP .0625' _n HV BLADE 1. rI! -EgGE iA ..79'75 HV W7NOOW BIAOE. .8625' .0625 .4825" to HV BLADE 1A � ',� 1, :r eiAaE'S -PQPEN,N .0626. .sB7s" Y HV LONG RECESSED NYLON BUSHING 39 - r 1 ;_—Tau I a M KNUCKLE N ('� (�) HV SHORT RECESSED NYLON BUSHING �' �'1�I, W I 0.p t JLAT PORTION ! R1.750 f ! HV NYLON HAT WASHER (DOR w0N f r 3760' HV WHEEL CARRIAGE A1SI 302-303 SERIES (�'�''� I I a.4 "1A 4p !i' , I ' X 02.875 HV X 0.870"x3/16" THICK NYLON WHEEL. -_I I `✓ r�,L��- �I 2 7/s"MrN:♦ Nv rriNDow CLEARPARATIO03.0 0.188"0 AISI 302 SERIES S.S. RIVETS SBEMV-N 3.7500" � BLADE _ .0625•L.0625' @� HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR 43 J m OPENINGS ON CENTS$DU Y_5 HV 2 3/4" ACCORDION PIN W/ '#8 HEAD * — y a� �4�,� 7604' � CLEAR H TYPICAL HV WINDOW Q AND A D P6LYCARBONATE IMPACT RESISTANT HV WINDOW I ...- POLYCARBONATE Hyl WINDOW DETAIL (DOR r-4 or 3 VEE NOTE FOR OUENts)) ! (DOR 1 I j C *POLYCARBONATE.IMPACT RESISTANT HV WIND. BAYER MAXROLON 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SABIC PIN REOUIREMENTS AT EXTEfRIOR BLADE KNUCKLE FOR � �- I �io eNeDeL ICE INNOVATIVE PLASTIC LEXAN 103 RESIN HV 1 1 I (1 .OR (SEE NOTE "F" ON SHEET 19). L— � (1) HV PIN (9 SHALL ALWAYS BE USED AT ALL EXTERIOR 801-TOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV J OR l"E , POLYCARBONATE SOURCES FOR 44 HV i BLADE. _ i i i EXTERIOR A RESULT Q TYPICAL SHUTTER ASSEMBLY lrccv.aeOaLnres 5'rAlm3wn p,m, uoP+envns N.T.S.. '} •HV PIN @ORL.3r AT RrsMWV- uxx Ut ice (2) HV PIN MAY BE USED IN LIEU OF (D AND ONLY AT EXT RIOR BLADE'S KNUCKLE. HtIIYeI: EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D aD:3za' (SEE NOTE *FOR sp6ar3c OaATY u,v 0796 00.3 ro/n' 0.0.3 ro/' BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. 3. , REQUIREMENTS) VELD t a+sat L STR MTH At Asn osis 2:500 A s.;. .00 n.=.1. (3) HV PIN 0 OR @ W/ 1/2" O.D. 1/16" THICK' S.S. WASHER' ® FLEXUML UODM S Ar nEw ASN 079'0 ,0,000 P I. 33.00 P .. I i ! t'CFxtlpA/.N09U1o5 ASn 0790 .3.0.000 aS.L 3.S:9O0 psi. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. $y I 1 { 1 NOIeNeO ao0 Asn 0736 ,6 rt-roA. 37 r7-35rp SHEET Q LUX MH EL CARRIAGE Dt;TAIL eAT�cEOf it m AASlu Ily ASN D7"3 s5s ar VA" C-1 C: N.T.S_ SSEMBLY LAYOUT SELF IERiDiON ASO'Oi919 1040'F 9807 )MM98M. A5'IN 0155 1€NS9,E SrhFN Artm WFAll�.. r$TN 638 '9302 P.,2 8040 as.. 1 HV BLADE SOLID & 1 HV WINDOW BLADE DETAILS °x SUMS5 BUORE WUTK.R*D I AM 036 Us,p..4 I a=Psi, N.T.S. Ir7rrsrirLi�+' ,11 1 A FLORIDA BUILDING CODE(Kan High, Velocity Hurricane Zone; + ••^ ®2017 EI�TERN METAL SUPPLY, INC. �\cENsF ��`- 024,7„LTEeo,INC. BERTHA H TM 11LC O rN C, A, ■A■ Accordion Shutter System H.V. BLADE#1 W/OR W/0 H.V.WINDOW 81:6DE �• r t American Shutter SyStBn'1S EY.N DESCRIPDON DATE DRAWN BY: L.C. TILLIT TESTING & ENGINEERING COMPANY 4x65 mw.ism st.Ste 306.,mR. GAaOOM,MOREDA 3379 Association Inc. 1 ow 1s-Das 7fzrfl DATE: 07/27/17 Phone:(305)871-153D.F..:(305)871-1ea1 4268 Westroods Drive 2 DRAWING No o "0:Villl..0- I.— West Palm Beach, FL 33407 a 17-107 WALTC10 R A.TIWTJv:P.E. ; rLOPoDa Uo.0 44167 s SHEET P.E. SEAL/SIGNATURE/DATE 6 4 0 20 OR NOTES ON HV LOGS AND CENTERMATES e D c o u N s t U- 0m, m1. MANDATORY CON D14D N.it:.ONE HV LOCK 6g or 0 SHALL BE USED AT 7j2 4F SHUTTER SPAN FOR ANY SPAN OR 12",ABOVE OR B OW 2'QFSHUTTER SPAN FOR SPANS.UP TO 105",AND FOR iNST TIONS AT ANY ELEVATION. HV LOCK or g MAY BE USED AS AN INSIDE ()R OUTSIDE LOCK, ATTACHED TO @t OR 9T CEN[ERMATES�W/(2) 1%4`0-20 x.1/2'LONG FLAT HEAD S.S. M.S.LOCATION OF LOCK SHALL BE AS INDICATED,ON . TYPICAL SHUTTER ELEVATION. �°A7✓°k 2. IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES; UP TO TWO HV 16 a„0 LOCKS Q OR ?9 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES r OR SHALL'BE AS INDKZATEO'ON NOTE (1)ABOVE -e�v�J` LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. DSD-N 3• OPTIONAL CONDITIQU.S2 OMUD ONLYWH CONDITION#I OR LIMITIM MANDATORY CONDITION fes+,IG,U ,�y/1W0_kl V;.LOC I, LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY 4 aai2t 96 aR O CA(54) e.. S BE USED IF DESIRED TO ENHANCE SHUTTER PISS MANGE. LQQKiNG RADS `:OR AN ALTERNATIVE DEVICE. f4 N I MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). xyp. y 4, MANDATORY CONDITION i2e ONE HV LOCK p gg @ SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.HV LOCK(2 or 4 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. D ATTACHED TO CORNER CENTERMATE W/(2) 1/40-20 x 1/2"LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS i�S rn AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS'INDICATED ON TYPICAL SHUTTER ELEVATION. .aid$ HDC_WC MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. NAT DATORY NOTION VAT 10 ONLY FOR RV MMWA MUENAIM;�L g I g.., •ONE ALTERNATE'-HV LOCK MAY REUSED IN LIEU OF HV LOCK or(45 FOR ANY$PAN AND �.-5 iNSTA LATIONS AT ANY ELEVATION.AL NATE LOCK 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT 3u OF lJ4"m-ZOz3j4"S.S.THUMBSCREW TO'�P OR CENTERMATES SHALL B£MADE W/ 7J4"m-20x3j4".ALUM. { / 'E Fd Rxo�D-KVD 1- RIVNUT AS SHOWN ON SECTION HVE,SHEET 8, ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN.. bl 6 ANDATORY GONOMON.f3,FOR I$_ _ NF MO LATIN INM� ATTON• ONE HV LOCK G or @ or @ SHAL.L.BE \ ^ USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96-,AND `:.Y FOR INSTALLATIO�NS`AT ANY ELEVATION.HV LOCK @ or @ or®MAY BE USED AS AN INSIDE OR ! OUTSIDE LOCK,ATTACHED TO .or.4.SYMMETRICAL.CENTERMATES W/(2) 1/4"-20 x 1/2'LONG.FLAT HEAD S,S. SEE END M.S. LOCATION Or LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF-LOCKING-RODS C6 W/ SEE END 1 OR Q TOP AND BOTTOM ISCOMPLETELYMANDATORY, CONDETAILS ON D F C N 1 3 K L u ! ,1a TTYYP.ULLL + j *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. 1 OF CORNER - �y frog Ry-r LM AND CEKIERMAM a AND .. -... 1.. - CENTERMATE ,�;} �} fig,.ONE ALTERNATE HV 'T'LOCK 5(d MAY BE INSTALLED IN LIEU OF HV LOCKS OR ts9 FOR ANY SPAN AND C1l- �oR@� .�-�-(0� s S�STAL1ATiON AT ANY ELEVATION.ALTERNATE LOCK MAY BE USED AS AN SNSIDE OR. SIDE LOCK.ATTACHMENT +L'l `L 1,^.�1 �'. �.� OR OF LOCK®INCLUDES USING REINFORCING LOCKER ],AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE T 0• S ca`,@@OR 1./a 1 Da CONNECTED TO CENTERMATES @ AND @9'W/.1/4`0-20 x T 1/2"LONG S.S.THREADED BOLT W/7j8"0 x 3/32" '''(LLL��"y WINGNVT OR W/ i/4'0-20x1"S.S;MS..INTO A 1/4"0x 5/8"RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12"' *�'an�+(]"j'16 ow MAXIMUM ABOVE AND'BELOW MIDSPAN. USE OF TWO LOCKING RODS @ TOP AND BOTOM IS MANDATORY. (�*((s Ts• jeers a a�• *NOTES ON HD LOCKS & C RMATE% 7 D W J HD ►F.(3MA,T.ES_'1 O W/W ONE ALTERNATE HD LOCK Q MAYBE USED IN UEU OF 7YFtCAL X97 HV BLADE SHUTTER ELEVATION HV LOCKS 2�' )FDR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK C4 MAY BE USED AS AN INSIDE OR OUT510 LOCK.ATTACHMENT OF HD LOCK g4 TO @ IS W/3#8 x 3/8'F.H.S.S.M.S.,AND INCLUDES REINFORCEMENT SNSERT tT3 AS SHOWN ON SECTIONS HOB-HV AND HDC-14VC,SHEET 10•'LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS 66�:IS COMPLETELY OPTIONAL nA FLORIDA BUILDING CODE(Nan High Velocity Hurricane one, L+'```Q.Y'•,� +Y ��^~..T 0201)TILTECO.INC. m2U17EASTERN ERTAAETAI.$UPPL INC.SO l SSC ,`�fr A H TM A.S.S.A. Accordion Shutter System Tk: Ntv RADE#T w/OR w/a Hv wlwmv BLADE TICCIT TESTING & ENGINEERING COMPANY- American Sittltt8l" cJ)T9t8ni9 ,N DESCRIPTION DATE DwawrT er: Le. TEFFLORIDAssociation, Inc. 1 OLD 15-085 7/27/17 DATe of/2r11� h.W.d6(305)871-1530 St..7 aas.w.CIV�Fo,.(05)8 1-153 ams 4268 WestroodS Drive 2 L� Phone:(308)871 i83D.Tux;(3osyert-tsar DRAWING No e- 7,Ltllaco0aa cam West Palm Beach, FL 33409 3 Ss��Ir1AL FtaG�oy`7L WALTER A.QTILLBUTi41.P.E. a 17-107 d�� FLORIDA Uc.:/44167 s- SHEET P.E. S'_'j G1��TUREDATE' 6 S OF 20 -CONCRETE ANCHORS FNCHORS. .. FOURED.CONCRET£ - .. POURED (SEE SCHEDULE ON OR CONCRETE BLOCK REQUIRED MACHINE SCBE'5.S. POURED REQCONCRETE SHEET 13) CONCRETE ANCHORS MACHINE SCREWS CONCRETE- REOUIREG ' ,r"' (SEE.SCHEDULE ON �W/ 1/4H-20 REQUIRED JT—;•._.. {•�'r CONCRETE ANCHORS FOR onE(SEE'uoUNnnc Qox SHEET r} ° f J-SHEET 13} NUTS® M2"O.C. (SEE SCHEDULE ON SHEET 13) r f1 1. �1 f Y2DR14 r lain: 1f4"I-20z3f4"S.S. A n. EQ EQ' MACHINE SCREW$ - ..�' _ EO 'E4- , t '- .r f' ,. (. r•r—I'^-�• USING 1/4"-20 NUTS I f2• r 0 i2^D.C. r` I ? _ 13 oR t5 f r r t3 OR i5 :250"Max. f � i a MR.. ' E r� / _ i I I I .250 Max: j dE 0 art i I c I G MR.. i' r E�4 �. 1 I OPTIONAL i t ' /' I I c i 1i" OPTtONAL cl e.._....�. I L g.]E w ON sw 'i r MIN..SEPARATION TO GLASS I IaN�S€E?rpEta M 1, -`'„f OR _L"J' i ' i ,,ti �GMnANSG—' _....(SEE SCHEDULE ON SHEET 1r)-.'""..", EXISTING EVLES a)A, I. ta1N,SEPARATION TO G1ASi �J GLASS--•, ,I r (SEE SCHEDULE ON.SHEET 11)- �. ._:�:___ EXISTING �. I r^l GLAss— ^_ O HV WALL L HEADER INSTALLATION HV WALLHEADER INSTALLATION IAV WALL HEADER INSTALLATION + KEYSTONE IEEE GLASS MIN.SEPARATION TO GLASS � GLANS 'SEPAW71aI Ip Ot OR 1 ' I i I t__ EXISt1NG.,,-j . (SEE SCHEDULE ON.SHEET it) I55 i I ! MIN.SEPARATION TO GLASS scxEAtr SHEET I ) ''"(SEE SCHEDULE ON SHEET TC} fl`fLBONSI aeA0 tO19�FOR 's ,.II '- EXISTING ' I 'i t rf f r/ OPTIONAL !E , c 11 1/4"Max.. Max. OPTIONAL r t Fl I _ i 3 oR A � t�$} �E v r ly r ,>i 'r ."'� I i I i � � f��r f ' .�� -... i i �� I 1/2✓'� ,"._,_ ;._._ . LJ2 f _.....,,�,13 OR. 1J` I 1/4-0-2ox3/4's:s. - '-. yv tt , ! ___ LEO. EQ PHILLIPS TRUSS HEADfob-.24x3fC S.S_PHILLIPS .' J j• 1 J J '}1 .MACHINE SCREWS USING L,....!J �'_....1 CONCRETE ANCN4RS TRUSS HERO MACHINE SCREWS -% '� ° y--- —CONCRETE ANCHORS fff /,l" p 1 oRt$ 1. ('� 1/4'-20 NUTS 0 12"O.C:; C (SEE SCHEDULE ON Wf t/4"-20 NUTS,* 12'O.C. �'�//"J�'' (SEE SCHEDULE ON SHEET 13) j eJ r / -Mrn.� POURED CONCRETE SHEET 13) POURED CONCRETE�! ,� QR CONCRETE BLOCK OR CONCRETE BLOCK Tr' Sd1NCRETE.ANCHORS REQUIRED WALL REQUIRED HV WALL SILL INSTALLATION (SEE SCHEDULE ON OF HV WALL. SILL INSTALLAT O-N POURED CONCRETE SHEET 14) - OR CONCRETE BLOCK WALL;REQUIRED HV WALL .SILL. INSTALLATION INSTALLATION.I,�D:ET�Ai:LS W 1-SEE SHEFT 4 FOR TYPICAL SHUTTER. •E.D. -EDGE'DISTANCE �+ -SEE..0M(TATIONS OF USE FORIH'IV. ULAI:JE ASSEMBLY (SEE SPECIFICATIONS ON.SHEET 13) ADE'lA ON SHEET 19 01 2-MOUNTING SECTIONS CAN BE COMBINED. IZ / - IN ANY WAY TO SUIT ANY�INSTALATION., t �tM A / FLORIDA DULDING CODE(Non .Ni4t1 Velocity Hurricane Zone ..V lr�s •„ 02017 TILTECO,INC:. 02017 EASTERN METAL SUPPLY, INC. T © BERTHA H TM e A.S.S.A. Mc'q �N . Accordion Shutter System / H.V.aAoe#t w/OR W/O H;v:tiMNDvly etADE �• lS'.fti`� ( American Shutter Systems REV.N DESCRIPTION DATE DRAWN:BY: LC. 7�V'•f'// �H� '' TICCIT TESTING g ENGINEERING COMPANY 4,Y \� .Association, Inc. I 'OLD is-o85 7 27f1 GATE: ;07f27f17- �ORit}P•_ati,+ti sa55 N.W.lam se.,sm aDK,w +w cw9 Ns.FLOROA sa+a 42$$ Wesfrgads Drive 2 �•-T— Pnom:($05)371 Is3o.to.:(3057871-1531 DRAWING No AL�� re- A:tilt-000Ix— West P01m 6eoch, FL 33407 a 17-10L7 ]7 q h R`t!1 EB-WM6719. 4 i f—i VL FF�z' WALTER:.TILLR J,P.E. 5 SHEET FLORIBA Uc.•/44167 P.E. SEAL/SIGNATURE/DATE 6 & Of 0 ,_,_CONCRETE ANCHORS ... I Mk SFPHiaTIQN POURED (SEE SCHEDULE ON SHEET tJ) i s0mitx SET r �R EX15pNG ` 1 i ur t r CONCRETE V mt '-(s¢SIXt%RE i 1 t REOUIREO EDGE 0' ^11 FM 0o m(D o GLASS--i ,tu.STPAPAWN r SHEET t1) r r i SLAB'IF i CN SHEET 19 FTN r r \v imauls,) 1r , c ! @m EXISTING 6Ph APPLICABLE GLASS . r ✓ 'f! / vl f `y!d/ 'z ALTERNATE +t i, ,r , EXISTING1 '' •. ANCHOR i � 1 1 ii i,i,•,_r" t ` ji/,)' $ GLASS LOCATION i 'i /J'/ ° -#10 /4'HEX WASHER HEAD a DGE OF!i3 op n " SLAU F CONCRETE ANCHORS (SEE SCHEDULE ON 0 APPLICABLE _.-EDGE OF � rf f /i/ tO r �f' r•i' .:.(It ssrox agAnsusw.(s,ox LLtr I,i it 1 'POURED-", JS LAB :x4STiNG Sg�F_ APPLICABLE GLASS---' iEDGE OF APPUCAAiE SLAB IF POURCD r f '/' E D,1=••ANCHORSPOURED Z-FLAT'HEAD RETE E. CONCRETE POURED CONCRETE (SEE SCHEDULEONSHEET 14) t CR2 090 # E� , i f r REQUIRED FAT HEAD CONCRETE ANCHORS REQUIRED aaN6a19 FOR 3R CONCRETE AREOUIRED D.• O.• "(SEE SCHEDULE ON SHEET 14) 11 TRENCH INSTALLATION S VAUD ONLY FOR UP TO +70, -75 PSF A.S.D. /.��-� (�I HV WALK-9VER INSTALLATION DESIGN PRESSURE RATING do FOR SPANS PER (RI HY, FLOOR iNSTALL.ATION t SCHEDULE#3, SHEET 11 ( HV CEILING INSTALLATION EXISTING CONCRETE ANCHORS .. 'r Mri WE Rao+ '.r- QI (SEE SCHEDULE-'ON /—_._(s4¢.Sct�'nn.Fs I. "'-•'•'-SEL YJItDtME --�`�j— _- SHEEF 15) 1 r4'0 ffW ADVANCED TtiRESD£Oi, T wt_Slrtt:r lU EXISTING'---t t. 1 EXISTING T___^._._..... TECtaw,k�Gt''0R 1/4'0 P0AM I t/4". i EX15DNG ' .GLASS ^i(s cNtsu,.x 1) GLA55-•� FASIENtH9 iu•PE7Lo-avp+0R5 w/ MAX, GLASS�r _ uM,�u2�.nm+:ro r 11f+ irN.E1eDF eff O s` i M AM 10 i i t J(s[s ic�cwtA a,i „) .ECO ERROR OPA5 UP TO V SP 6'-0 UP 10 9'-0"MAX.APPLY—,/ < r I t7711 I 1 ' MAC" S.AWR AT EKTi1'FASTENER F i t (LYP.}( NOEE t aV! I 7" ; + #Ta�3t4'HEX E o*r MAX, oR TEe s HEAD s / .` ' Go r,sFAwR u:1E. t .a 12 D.C. 8i4 3/4 'HEX HEADS I ' ) 1 `l8 1 13/B/ ,�/ t, I ,• %f�ftr' -t14b 20.x14'S5 u5 3 TEK SCREWS 0 9 O.C. I ,� - - 7 f i tx./4 S D 5. i t f. i i i i i/4" i j. fir jr USING t/4"a-20 NUTS OR 1/4'0-20 S.S.M S CONCRETE ANCHORS b Y __ _ 6 + 7 [-! _ -a 9"0.C. r ___ '.Moz. 11 -1 ,F! 0 12'O.C. W/NUT�:9 D.C. 'SCHEDULE ON t '/ 1/2 I. SHEET 14) I s /,. tl'' DUSTING NON STRUCTURAL _ _ P3}L t 7 oR 1 EI t/2" I_ T' % T7 R 1$ 1 t 2.00 0. SILL)SALL TRIM LGECORATNE ✓ t ! / ! ,�' ( ,r Jf t fi - EDGE aF ,r" t4 3/4'F.H.S.D.S. MiN. . �. W 9 r ��CC CRETE t 7/8'f i r•' / ? ,/ l/f :REPLICABLE ....-CONCRETE ANCHORS SEE NOTE T3(p) ,r ? f t D.C.`SEE.NOTE i3(h) ;. �;---•---•-^ED POURED CONCRETE (SEP SCHEDULE ON ON SHEET i .. Nm F POURED CONCRETE ON SHEET 1 I,f ,•f,`'.r f J E D, f-}L OR C NC ETE BLOCK SHEET 14) TO OR CONCRETE BLOCK Vc, + REatnacD M Y ON MOUNTING IFiSTALLATION OPTIONAL-J .POURED HV ,WALL FLOOR INSTALLATION HV WALL WALK-OVER INSTALLATION MAXIMUM A50.DESIGN PRE55URE:+s+.-72 Par CONCRETE nN1dd1UM StiUTTfR SPAN B'-0' REQUIRED (J�HV RAiNGUARD INSTALLATION t rte .. -- 't`THIS INSTALLATION SHALL BE ' NOTE FOR COMB1NaT10N OF SECTK)NS;: 4<E,p, EDGE D}STANCE REMOVABLE%YHEN PERFORMED �.S& UMI(ATiOtiS'OF USE FOR ADJACENT TO AN OPERABLE EXIT ^ �I-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE':SPECIFICAI".ON -SHEET 1:3). OR ENTRANCE eIADE to ON'SHEET 1S II RSTA.LLATI4. DETAILS W I MV. BLASSEMBLY ADE N ANY WAY TO SECTIONS CNSTBE vv-- .:. Cl+�! A. y„ �o.�r�� FLOR10A BURDING CODE(lion High Velocity HUrftCOne Zone' ' . `, .. !� - .02017 11LTEC0�INC. ®20ASoHLY. INC. BERTHA �10ENs'' v VTm Q '` s Accordion Shutter System ■ ■ ■ ■ ALV.FAPM#1 Wf OR W/0 H.Y.N9tSDW BLADE American Shutter SystemsEy oEscwPnoH DATE DRAWN by; L.C. �p NY TILLIT TESTING &.ENGINEERING COMPANY Association, Inc. r OLD Ts-Das 7fzs/T DATE: 07127117 6355 N.W.aSfi,St.,5 x05,kRGN+tA GWEJEti:,RNaOA 3aib O � t 4268 6Nestroads Drive z PnanP:C3os)e7t ts3o.Fa::(3os)eT1-,s7t DRAWING No it tp a t EBdl�6Teis,PPm .West PDITn Beach, FL 33407 4 17-107 i WALTER A.TILLIT:r:P:E. I FLORIDA Lia:. 4+187. S $f'f ( P.E. SEALjSIGNATURE/DATE 6 7 F 20 SEE END WAL LS ON S EETS 10 Ill ;EE VOTES ON LOCKING RODS 2 ,HV LOCKS®or LY. `� INSTALLATIONS W/ 1 HV AND ALTERNATE W LOCK 0 O SHEET 5. 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MAX#1 W/CR W/o H.V.4NNaCTN BisV American Shutter Systems TILLIT TESTING k ENGINEERING COMPANY � LV�N DESCRIPTION' DATE NAmi Dr: L0. tAy "55 NW.3Sth.,Sl,.St¢3105 MRWMA CAROM FLOROA 3316 Association, Inc. 1 OLD is-Das 7/27/1 DATE: 07/27/17 Pharr (J05)U71 1530 Fox:(30.5)87t�1331 426$ Westroads DiiVO 2 DRAWING No ,f S, ........ ....&" , c- Tl It opf6accom West Palm Beach, FL 33407 3 ,/,1 WALTER A.TILLrri Jr.P.E. 4 7-9 � PACFrq IFr/r' FLORIDA Uc:B 44167 S SHEET RE, SIGNATURE/DATE 6 8 OF 20 ALTER-NATE INSTALLATION W H "T" LOCK 0 V t ,.FE "T" LOCKS CENTERIVIATES & LOCKERS WZ i HV BLADE SEE END cowwECT1oN DETAILS ON SHEETS 10 a't ��«� �f HOSCEN ETIO�NTESH�,�]V"]�1 B LAQE GUT IN IT 6LpD£'Q SLACK DETAIL IM,INDICATED ON 5REET 8. 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Accordion Shutter System H.v. 81160E#1 w/OR w/o H:v.HANodw MADE Amerficon Shaffer Systems REVv No DEscRIPnoN DATE DRAWN Drt L0 q / TILLIT TESTING & ENGINEERING.COMPANY •�. 4 A$80Clotlon, Inc. t OLD 15-085. 7/27/1 OATEt- 07/27/17 a 6355 ti.1M.36t5:St.,^t 305..4)RG6iV.4MOr?75r FLORIDA 3374 a Phone:.(30S)B71 1530:Fox:(305)871-7537 4268 Westroods Drive 2 DRAWING NO t4aArAl \L�{16 <- 0;rn o 19Lcom West Palm Beach, FL 33407 s i 7—i'07 '• I,IIT•!'' WALTER A TILUT J,P.E. 5. - sl'IEET P.E. SIAL/MNATURE/DATE FLORIDA L r ;aaTs7 B 9 OF 20 (( __,_,'r��.r,..,_--/.....• . tti Jsr'—. .U E POURED CONCRETE OR r _ POURED CONCRETE OR.CON _ ..... OR CONCRETE CONCRETE BLOCK WALL OR CONCRETE WAIi REQUIRED, COREQUIRED BLOCK WALL REQUIRED REQUIRED -EXISTING CLASS EX71NC GLASS E _Jf CONCRETE ANCHOR r'`r r EXISTING GLASS J'• r — u �^' f. _ f 2 MIN E%15T1NG GLASS 16 IAN..SEPM-Ar'w. / (�y i -1•__; f —'('''- '� r 2'MIN.,' /r 1 i- TO GLASS(SLD: `� .r i' r i �/`�•r 1 T r� T. — ✓ ASN.SEPARATION ( i I .) IAN.SVAPA716N i ✓r ,.� � SOiFDOLE SNE£T TO.:G ASS j e 1 l° '. e r' : = SM _ .zto OLk (SEE £O £ar SDEIXAF ON 9EET 1/16`x3'MAX. HON SHEET 19 1 i1 MR MADE 0ANDf �'�`/ � SGtr'>7tA,E d SHEET, { ,i I "fj SCHEDULE ON TO MASS{SHEET i' / ' / I FOR ftME QAND (6063=TSj CONI. RADFS(j)k 11 FOR BADE OAND •. i1 FOR L7 19 FOR aJ SF FET t9 FOR ALUM.CLOSER 1 t9AD s0&Qa Tf2` r ON SHEET Ta FOR (LOCATE'A . S,/t()E5(D&Q PLATE (LOCATEA1/2' ` B a�..Q�OF }SIDE 11� AT EITHER 5ID£12"MIN OF4O) .. {.USE 1"OR 2"MAX.TaXTf2's:M.s. ,- _..._..-,�' (AS APPUCA.BLE}x2`X119"zQ•-2'#10e1/2"S.M.S,� i? a.16"O.C. ALUMINUM CUP ANOLE 0 16`O:C. CE4 (6063-T6 ALLOY)AT MIDHEIGHT (1) #10x1/2'S.M.S.TOp&(2)1/4'9 TAPCONS ANCHORS TO SEE DETAIL,%FOR:.� WALL AT 1'O:C. (LOCATE AT 5 (�"�^� 1 OR EITHER SIDE of(3) i OR f/J1' SIDE CONNECT l , 1 �({ �� SEE DETAIL X FOR-•' dOR ll 11'4 TO TRACKS SEE DETAIL X TO 4 t•� �/^� � SIDE CONNECTION } �a©..�7 a®a+10,@n .SIDE.CONNECTION °"'L7'0'll`1:1°'i,/•79•�`� n43n 6 7 a B 10•Qn 7O.TRACKSa a 6 �i(�•"@•@-Q•i�n TO TRACKS .@nQ Q•0ae ®•o•ona•o�•�a - Q'�01L'y`K:Jnv``.''� '�L:!•�nly�='nll'�.a. ®•�nll•�n.�•YJ°`�.� ® �n�.J`��1� �°•ti7'C7., END CONNECTIONED TAIL Q END CONNECTION DETAIL Q END_ CONNECTION DETAILT4' END CONNECTION DETAIL , I.E.ONLT FOR SPANS GREATER THAN 12'-0" POURED CONCRETE OR XisnNG t CONCRETE BLOCK'.WALL E ( "`,�_. % �EXISRNG GLASS ^� — GLASS ,,. �{�� REQUIRED •! MIN.SYPARA11CH 81011/2 S.M. ',\ b y _ rt TO CLASS(SEE t 4 16 O.C. - -iAHt SFPARATIGti a -`---'—�— '� - SCtmuLE ON SKEET /' TO CRASS(SEE r' OR OR 11 FOR BLADE 0M0 CONCRETE ' - .if2'MIN, SDiapax ON SHFEY �, caca ON SHEET 19 FOR ANCHOR m . i 11,FOR BLADE OAND 4. 1 OR( OR 1 OR 1 zvaEsm& 12o:c. 1. 5 i pu Q -- - OR CONCRETE' } r ANCHOR X t :EO I p� '� 1/2 M!N_ ( it I E 4'. - OR$�ORin OR, Ed f �•�2'MIN, + - ''Y ;r g":MIN; 1 i. 4.SEE UTATATIONS OF USE FOR -•-I 9t:A0£ TA(DON USE 1` OR@OR(9ORoOR :S2Er i*...5:. f 5 i T OR (w { PLA 1 OR ®'' . f©a�a©..�j a �10.�e DETAILX POUREQ CONCRETE OR - - S L n1(�}n6•? $ .TD•t( t~ ,5 END I L A O^N CONCRETE:BLOCK WALL 10.�n�•"�� REQUIRED `\ 1O ®"�•�"'Q'�°" O.Op .Q«'®•Q, � (1 HV BLADE OR HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTiON .DETAILp,;�' NEC ION DETAIL 6 a FLORIDA:BUILDING CODE(Non High Velocity Hurricane Zone _ 44I4�P .•"•` vL .. .02017 TILT£CO,INC. .. 09201?'EASTERN METAL SUPPLY, INC.. . BERTHA H I _ Accordion Shutter System A. .S.A. H.V.BLADE#1 W/OR W/0 H.V,WNID rY MADE " '17 d' 4 �• American Shutter Systems REV.N DESCRIPTION DATC I DRAWN RY: L.C. TILLIT TESTING & ENGINEERING COMPANY Assoclatlon, inc. I OLD 15-OB5 7/27/1''DATE 07/27/17 ttW.26th Si..-Ste 365:M04A CWODM FLOFMA.3316 t 5i 4268 WesVoods Drive z ,• , .' , PMn~:(305)871-1530.Tax:_{305)671-ISSI DRAWING Na 6-rtwa:ent�oo6a.eRm West Palm Beach, FL 3407 3 N ( 1I EB-0006719 17-107 `- S1�NAL 1 i WALTER A TILLD 4 S'wir .FLOR1 A V. !44167 5 SHEET P.E. SEAGfSiGNATURE/DATE 6 10 OF 0 SCHEDULE#2 C�FNTER INSTALLATIONS & or(y� o "L- MAXIMUM SHUTTER SPAN* "L+" R %-"MUM SHUTTER SPAN*LIO "L+" N57attgION3_EGEND > MAXIMUM SHUTTER R SPAN* "L+' OR (ft.). FOR INSTALlATI0N5�AW/ �7$L(i96 OR "L-° (ft.) FOR OR "L. " (ft.) INSTALLATIONS r( ? INSTALLATIONS WJ 1V 1 CONCRETE & WOOD (t) L+_MAXIMUM ALLOWABLE SPAN FOR A GIVEN VlJ ONE H.V. LOCK @ or ® or or g[ W1 ONE HV LOCKS MANSORY POSITIVE AszD DESIGN PRESSURE RATING, HD LOCK WJ NO LOCKING RODS ar ONE NV k;OCK. or or t:-:MAX.AI.I.OYtABCE SPAN FOR A GIVEN NEGATivt CENTERMA 2$ 29 W ONE W/ NO LOCKING RODS OR W/ NO LOCKING WALL A.B C. D. E, M, N, O, P', Q. A.S.D. DESIGN PRESSURE RATING. J ODS MOUNTING F,'K& L R. S, &V. - LOCK 30 WJTWO L092)NG (SEE NOTES t,tt) (VAUD FOR MOUNTING(@ (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 A1TnrO177P��'& BOTTOM EE SHEET 7) FLOOR/CEILING G. H, I. 11, J T, U, W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: CONAREI WOOD'INSTALLATIONS CONCRETE&WOOD MOUNTING CONCRETE uAwuuu uA,uuw GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, Ain DESCH IN ASA.OL4GN INSTALI.pTIUNS AZ.11 UREE+ DETERMINE MAXIMUM SPAN SIG FROM SCHEDULE, PRESSURE WALL MOUNTING FLOOR CEtUfCG P6F-`"'VRE W^�N 1d0 pIt`A'C MOOR/CE1UNG MOUNTING I RA1wo RAmvt GIVEN A NEGATIVE A:S:O. DESIGN PRESSURE RATING, W,o�) MOUNTING (p.e.TJ. '.FLOOR/CEILING NO (p,etJ OR DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE. I.OR-)_ to OR-) (s OR-) FLOOR ALL MOUNTING A� l 4 (ft) L-(N) L F (6} L-(R) L 4 (I1) L-.(ft) L f (R) 1-0). iN MAXIMUM SHUTTER SPAN"L+"OR L-"FOR t6'--0" 16"-4' i6'»0" 26'-0• 34 16'-0" 16'-0` - 30 i6'-0• i6'-O' INST psf.ANS INTO WOOD ENSU.BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR Lf 105 pst.A.5.0.DESIGN PRESSURE RATING. MINIMUMOETEfiMiNED SPANBETWEEN 1+'AND 'L-': 35 14'-10' 14'-10' '15-2' 16'-0" 35 14'-10' 14':-70" 35 15'-2' 16•-10' 44 73'-IO' 13'-}$ -t4'-2" 15'-2' 40 13'-70' 13'-10' 40 f4'-2' 15'`2' - (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR A5 13"-1" 13'-1" 13'-4" 14'-3" 45• 13-1" ISI-1" 45 13'-4" 14'-3" t HY CORNER CENTERMATE @3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' T2'-5' 12'-8' 13'-7• 50 12'-5'~ 12''-51 50 i2'-3' 1S'-i• MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/fLQ4ftfCE7UNG MOUNTINGS: SHALL BE AS INDICATED ON MANDATORY CONDITION Y2 55 11'10"_ 11-10" 12'-1' 12'-11' 55 111-101 11•-10" 55 It'-1' 11'-11' FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 1V` 4" 11'-4` 11'-7' }2'-a' 60 11'-4' 11•-4" 60 10'-2- 10'-it' NOTE j#5,SHEET S. RATING: 65 to-10" 10•-10" 11'-1' 11'-1 t' 65 1W-10" 10'-10' 65 9•-5' 10'-1" DETERMINE: U+-MAX..SPAN FOR WALL MOUNTING INSTALIX11ONS, 74 l0'-6' W`-6' 10'-9" i i'-5' 70 10'-6" 10 5' 70 8'-9' 9.41 L2+- MAX. SPAN FOR FL.00RJCEIUNG MOUNT1140 INSTALLATIONS. 75 10'-1" 10'-1' 10'-4`- 11'»t' 75 ]0'-1" 10'-1 75 - 8•`9' {'�'EXCEPI THAT MAXIMUM SHUTTER 80 9'-t0" 9•-10` 70'-0° t0'-9" 80 W-10' _9'-10" SPAN"L+'OR"L-'AND MAXIMUM A.S.D.DESINC FOR A CNEN NEGATIVE A.S.D. DESIGN PRESSURE PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE 85 9'-6' 9'-6' 4'-9' 10'-5' 85 9'-6' 9'-6' RATING: 90 9'^3" W-3" 9•-5` 10'-1• 90 9'-3' 9•-3" OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLDWS: DETERMINE: 95 g'-p• 8'-9' 8'-2' 9'-10"- 95 9'-4' I- CONNECTIONS TO KEYSTONE MOUNTING Lt-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. LIMITED.TO +64,-72. p.S.f„AND 8'-0"SPAN, SEE L2- MAX..SPAN FOR FLOOR/CEILING MOUNTING 100 8'-9• 8'-4' 9'-0" 9'-7' 100 8'-9• 8`-4" MOUNTINGM@ON SHEET 7. INSTALLATIONS. 105 8'-7` T-ii 8'-9" 9'-4" 105 G-7' 7'-17'- FINAL 1t0 8'-4' .7'^-�7" - 8'-7' - W-2' 110 8'-4• 7'-7" MINIM MAXIMUM ALLOWABLE SPAN L EQUAL TO THE 115 8'-2" - 7'-3' 8'-4' 8'-If' 1`15 8'-2' 7'-3' SEPARATION TO GLASS SCHEDULE MtNiMUM BETWEEN'1.1+: "ta+:1a-^'AND •L2-• 120 81-0' 6'-Tt' 8'-2' 8'-9- 120 8'-0' 6'-11• _ V (4) GO 10 ANCHOR SCHEDULE WITH FINAL MAXIMUM 1257'-I0' 6'-8' 8'-0' 8-5• 125 7'-10' 6'-S" ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 V-8" 6'�5" T-10" 8'-1' 130 7-8.� 6'-5" WIND 4 NE MiNIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135. -T -6•-2" T-9' T-9' 135 7-T 6•-2" SPACING. 7" 140 7'-s 5-r1' r-7 7•-6• 144 7•-5' s-1 I' ASTM E-1996 SEPARATION 145 7'-3' 5'-9' 7'-5' 7'-3' 145 7'-3' S-9" TO {?LASS 150 7'-2" 5'-7' 7-4" : 7'-0' 150 7'-2' W-7- 155 7'-D' s'-5` 7'-2' W-9' 155 11-D' 5'-5' 1 THRIJ 3 j 160 G.-11" 5'-2' -T-f" G-7' 160. 6'-11" W-.2" 165 6'=.1D' W-1' 7'-0' 6'-4" 165 5'-10' S-1' 170 6"-9' 4'-11" 6'-il" 6'-2' 170 W-9" 4'-11" 175 6'-T 4-9• 8'-9• 6'-0' 175 6'-T 4•-9" ISO...._ 65-_184 4•-B" C" 6'-.6' 4'-8' HV BLADE 185 6'-5- 4'-:6" : 6'-7' 5'-8" 185 6,-5• 1 a•-6• 190 6'-4' 4'--5" 6'-6" S-6` 190 6'-4' 4'-5' 195.... 4'-3' W-5" 5-5' f_21 5 '6=3' 4'-3' 20D 6'-2 4'-2' G-4' S°-3• 0 6'-2' 4'-2' �+'' 205 s'-1' a'-1" s'-3' S'-f' 5 6•-1' .v FLORIDA BUlCOING GODS{Honigh Velocity Hurricane one yd' �.- •+• T«= 92017 TILTECO;INC, (02011 EASTERN METAL SUPPLY, INC. BERTHA HVTM. ~ � !y■ ■ ■t)l■ Accordion Shutter System 71t i M:V. BLADE#1 W/OR W/O H.V. WiDgN BLLAE >, TILLIT TESTING & ENGINEERING COMPANY AmericanShutter SystemsEV.N DESCRIPTION lA71 DRAWN 6Y:ii -.L.c. Association,. Inc. I OLD 15-085 7 27 t DATE: '07 27/17 6355 N.W,36th SL,SM.305.wtRONV.TARDENS,FLORD.A 33T6 �(.+r• ;+-WiA Phone:(305)671-1530.Fax:(305)671-7$31 t Pal Beach, Drive z DRAWING No 1 —.3;We.0-Lcom West Palm Beach, FL 33407 3 £SSjaNAi t Ww,E�A�r1�T.P.E. 4 17—i 07 FLORIDA U .#44167 5 SHEET a R.E. 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ISM MOUNTINGS I-O,&H ON SHEETS 6&7) 1:ANCHORS TO SUBSTRATE'$HA:L BE AS.FOUDWSI POIRiEO.CONOMWCONCEM tYDCX POURED,CONCRETE (A) TO EKISTING POURED CONCRETE-(Min,Fc-3 kst) DA7QMUM @WALL SILL MOUNTING @CEILING MOUNTING. @-FLOOR MOUNTING - - t/4 o TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I:T.W.BUtLOEX.(Min.Fc�3 1=0 luGHORI~'SPALyNG I,EGGEND - 1/470 x 3/4'ALL POINTS SCUD-SET ANCHORS,AS.DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY,.(Min.irc�+3 ks0 �µ OESON NEG THE PRMM RATING D.TIM KWATNE FF6S91RE MINX 0.OEM kWATME'P RATIN 1 1/4.0 BLUE TAP.CONCRETE'ANCHORS Al CAP AS MANUFACTURED.8Y FLORIDA.FASTENERS DIRECT,INC.(Ain.FC -2 ksi) SD'40 '60' 75 90 120 160 205 JO 40 60 7S 90 120 160 205 30 4060 75 90 120 160 205" TAPCON OR _ 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERSTASTENERS,INC.,AND DISTREUTE13 BY'ALL POINTS SCREW,",BOLT&SPECIALTY TAPCON'WITH'ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR"REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,[NC- "i 12 10 9 :a 8 '6 55 14 12 '10 9: a 1 8 1 6: 0 '14. 12 10 9 8, 8 6 6 THREADFORM TECHNOLOGY (Min.T'C=3 ksi) $'-0' x4.'12 10" 9" 8 8 6 6 14 12 to .9 a 9 6 6 14 12 to 9 .0 -5" 6 e ALL POINTS SOLID-SET OR LESS 14.'12 10 9 '8 8 6 6 14 12 10. 9 8 e 6 '0 14 12 10. 4 8 '8 6 5 .@LVE TAP Wf CAP NOTES: 14. 52 .t0 9 8 a 6 7 14 12 t0 9 a e 6 6 14 12 10 9 8 8 6 6 A,t)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14. 12' 10 9 8 7 5:5 3.5 14 12 10 9 8 8 6- 6- 14 .12 10 9 0 S. 6. 5 TAPPER+ .ANCHORS IS 1 3/4',,AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2. 4•-O' /4 12 1a :9 8 a- .6 6 14 12 10.-9 a a 6 "8"14 12 10 9 8 B 6 5,5 t4 12 f0 9 8 8 � 4 14 t2 t0 9 8 8 6 4,S 14. 12 10 9'. 8 .6 4- 39 A2)MINIMUM EMBEDMENT OF 114"0 z 3/4"ALL POINTS SOLID-SET ANCHORS SHAD.BE 7/8 INTO THE..POURED CONCRETE. NO EMBEDMENT 14 T 10 9. 8 8 6-4.5 14 1T 10 9 8. 8 6 S5 14 12 f0. 9 8 8 5 45 INTO STUCCO SHALL BE PERMITTED.1/4.0-20 B.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 "t2 t0' s 7.5 SS 3S - f4 t2 t0 9 B. 8. 6 5 14 12 10 8, "8 I 53 4 49F.E UVRIATIONS or t'oR DOST,.ANO 1"MINIMUM FOR WADS WITH NO STUCCO. 5'^0' t4 12 10 9 B 8 6 6 14 12 10 9 .8 8 6 55.14 12 t0. 9 8 8 6 4.5 SLAVE ON SHEET 19 T:4 .12. 10 -i-' 8. 7 4_ 14 12:'10 9 '8` 6:5 �.5 J;5 74 t2 14 8 8.5, 9. 3S 3 A3)IN CASE THAT PRECAST STCNE,PRECAST CONCRETE PANELS;PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR Ft:OOR, 14 J2' t0 9 8 7.5'4.5 - 14'=12.10 It 8 8 6 4.S 14 12 10 9 '8 6 4.5. .75 ANCHORS SHAUL BE LANG ENOUGH:TO REACH THE.MAN STRUCTURE`BEHIND SAID WALL.FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 9.5 7.5.85 4:5 - - 14 '17 f0 9 a 73 5.5 4' 14 12 f0: 1 8 a 4.5 35 NOTES 4.1)&A2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIPS'WITH OR WITHOUT'METAL STUDS CONSULT THIS ENGINEER FOR 6•-0' t4 t2- to 9- 8 8 6'.. - 14 12 10 9 -8 8 6 5 14 12.10 9 8 6.5 5 3.3 INSTALLATION)HTO.EtFS WITH METAL STUDS SEE.SHEET 20. 14 12 10 9 75 5.5 J 14 12 10 -6.5 7 5.5-4 3 14 t2 B 9.5 5,5 a 3 - {e) TO DOSTINC CONCRETE BLOCK:(ASTM C-90) ..:f4 i2 1D' 9 8 fi - - 14 12 10 9 8 6.5 5 3:75 14 12 10 8.5 8 "5 4. - - 1/4`0 WCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER, 14" 12 8 6.5.5.3 J - ^ 14 12 10 0 8 a.5 4.3 3.5 14 12 10 tl 7 8. J.S. 3 _ 1/4'0 z 3/4"ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED 8Y ALL POINTS'SCREW,BOLT&SPECIALTY COMPANY. 7•-0` 14 12 t0 9 B e - 14 12 10 9.- e" 7 5 4 14 12 10 9 7S 5,5 4 3 _1/4-0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA.FASTENERS DIRECT,INC: ,ti, t2_ tO..B 6.5 -4 - 14 12- 9 7.5 6. 43 J5 - 14 10.5 7 5.5 4.5 3.S' - - - 14 12 10 85 7 4 - - 14 12 10 8' 7.5 5:5 4 - 14 12 9 •7 73 4.5 - -- 1 fob TAPPER.ANCHORS AS MANUFACTUREDLICENSED O POWERS FASTENERS,INC:,.ANO DISTRIBUTEDWITH BY ALL POINTS SCREW,BOLT&SPECIALTY 14 17. 7"5.5.4S - 14 t2 10 9 7.5 S:S 4' 14 12 9 7 6 4S- 3 -' COMPANY OR ANY OTHER AFPRQVEO.13C£tdSEO OR AUTHORIZED VENDOR REGISTERED W[!tt THE AMERICAN,SHUTTER+SYSTEMS ASSOCIATION.INC: 8.-0. 14 '12.,10 9 8" 6.5 - - 14 12: 10 0 a 8 4 - 14 12- 10 8 85, S' 33 - NOTES' 14 -t2.8.5 7 5:5: J - -. 74 t2 -e 6S:53 4. 3 = FS 9S 6- 5 4' 3 - F3,t}MINIMUM EMBEOMEM ILII@ CONCRETE"BLOCK OF TAPCON,BLUE TAP Wf CAP ANCHORS AND TAPPFR4 ANCHORS IS t 1/4*AND TAPCON 14. 12 0.5 7.5 6 - - 14 12 9.5- 8 8:5 S' - t4 72 'e 6 &5 4 - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS 15 Y. 13` 95: '5.'.5 3.5 - - - 14 12 'IQ a 65 5 - -i 14 12 8 &5 5 4 - - 9.-O. t4 12 10 9. 8 - - 14 12 t0 .9 4-4.5 - -:-1±4. 12 6.5 7 53. 4 - 8.2)MINIMUM EMBEDMENT OF ij4'G z 3/4''ALL,POINTS SOLID-SET ANCHORS SHALL..DE ENTIRELY EMBEDDED INTO THE.CONCRETE;BLOCK.NO 14.n.5 7.5 6: 4 - ^ 14 tt 1 5.5 -5 3.5 - '11 a 55 4,5 3.5. - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW'USED.SHALL BE 1 1/2'LONG:MINIMUM SHOULD STUCCO. 'T4 'i2 8 6S 5.5' 4 - - 14 10.5 7 53" 6. 45- - EXIST;AND i'MINIMUM{FOR WALLS WITH NO STUCCO. 11.5 6.5 5`5 + - - 14 12 9 7 6 4.5 - - -14 11 7 55 4.5 3.5 = f4 t2 10 9 14 12. 70. 8. 6:5. 5 - -:14 t2 8 6 4 4 e.D)IN CASE TWAT PRECAST STONE,PRECAST CONCRETE"PANELS.PAVERS OR ANY VENEER BE.FOUND ON THE EXISTING WALL OR FLOOR, 1O�-DT 14 10.5 7- 5.3.4' - - - 13 95 6,5 5 4 3 - ^ t0 7.5 5 4 3 - - ANCHORS SHALL BE.LONG MUCH TO REACH THE MAIN STRUCTURE 8EHIND SAO WALL FINISHES,;ANCHORAGE SHALL BE AS INDICATED ON 4 11 75 s9 - - 74 11.5 A 6 '5:-4 - 23 9.5 6-:5 4 4" .NOTES 8,1)&B:2)ABOVE FOR.INSTALLATIONS ON.VINYL SIDING OR EIFS WITH OR.WITHOUT'METAL STUDS CONSULT THIS ENGINEER, .t4 12 -8 6:5 5,5 :4 -. 13 t0 BS" 5 4 "3 FOR INSTALLATION INTO EIFS.WITH METAL STUDS SEE.SHEET 20. -D. 14 12 10 - - - ^' l4 '12 9 7 "6,4.5 - r 14' 10.5 7 S5 4.5 3.5'. - (C) ANCHORS SHALL.BE.INSTALLED FOLLOWING ALL,OF THE RECOMMENDATIONS AND SPECIFIG4TIONS OF THE ANCHOR'S MANUFACTURER. 123 95 -3 - -9 7 4S 3.5 3 - - - - _ - - 11.5 es'55 4S 3.75 14 t0 7 - - r 14 TOS:7 55 43 - - �- ^ (D) SEE SCHEDULE�BELOW FOR EDGE DISTANCE(LD.)VERSUS SPACING RECAl10N5HIP FOR ANCHORS. ITA, 7 4.5 - - - .* 14 11.5 73 6.. 5 .• - 12 9 6 4.5 4 - - .... 12•^0`14 "72.'10 r -"14: 12 '8 65 53: - - 73 10 6.5 :5 i jrD OI TANG ygESUS"SPACING SCHEDULE FOR ANCHORS' It3 83 43 - - - - 41 a 5.5 4 3.5 - B 6 4 .J - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DSTANCFS INDICATED BELOW.FOR E.D.LESS THAN THE,INDICATED.REDUCE ANCHOR SPACING 33 43.G - - - 13-95 6.5 5 4 - - 0.5.8 .5 4 - - BY UULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. '. 65 - 14 I0:5 7 S5 43..- - 11' a SS.4.5 J5 - REDUCED SPACING.OBTAINED-USING FACTOR SHALL NOT BE LESS THAN SPACING.INDICATED FOR EACH ANCHOR TYPE,. 13•-0" 14 Its 73 6 5. 12 9 6.4.5 ♦ - - FACTOR 70:5 8 - 10 7.5:5 4 3' - -' 73 5.5 ;4 3 _ TAPPER ACTUAL - TAPCONWITN ADVANCED ' 725 1 - - -. 1z 9 e 4.5 4 -.9.5 7 '�5 4 - - � �p EDGE AIPGDN' THREADFORM TECHNOLOGY ALL POINT SOtJD SET BLUE TAP Wf..CAP MIN.SPACING 0S TS 'S j 4 - - - i v 13 `T:t--OR �DICTANCE MIN.SPACING m 3` MIN.SPACING,.i 3' �MIN.SPACING-3//2` MIN.SPACING o'3' 3 3/4' 4' 14. 14 105 7 5.S - - - 11 8.5 55 45 - _ _ ED. - - - 14^D" _ _ B D W - POURED CONCRETE& PO�,D CONDWtE CONCRETE RM PWR}YI CONCRETE"& POURED CONCRETE&PIXRFD.O?iLISiE B�.= 4.5 3-5 - - - •: 7 5 15 3 CONCRETE.BLOCK CONCRETE BLOCK CONCRETE BLOCKLIX ltb-e - - - - - N 8 55 45 _ _ _ .. 9 6.5 45 - - - ^^ ' V 1d.J WINDQ MN E0..3• `3 ij2'MN.ED.".2 ij2:. NMN.E0...31 MN E0.+J• ED.=3 Tj7 MN.ED-•2 IjY 7b - _ - - " ' 12 9 e ".:._. - OS 8 5 .. _. 81.kD�j+ORKING 3�..: .. 7.0 :0.90- i:0 0.78 LO D.84, LG' 15'-p`; 1+..- - ». .- - _ ,• 3510 6S' - - - -. " _ ._.... - _ - e _ - - - BS 6.5' 4 - - - 85 5 3 - - - - IN UNISON 2 1/2" 0.e1 110 0:87 1.0 ,to ;- - - 105 a es: 6 4 - - 2' '0571 - - - 0:51 15 as S - - .: 9:.8.5 4S - - 1 3/4` A,91 '- - 0,43. 185 85. - - 't0 75...5 r - _ - 1-.1/2' 0:35 .... - _ - _ 0,35 _ :.6 �e 6 1'4 - - - FLORIDA BUILDING CODE(Nan Nigh Velocity Hurricoile Zone P��F +'^+ 62017 RLTECO,INC. Q 2017 EASTERN.METAL SUPPLY, INC. ER A Ti4r _ • �iGEh/s,,•�-, TLA 1 L E C,O L IN C. /� "+► Accordion Shutter System _ A.ST.S,A. H,v TRADE#1 W/OR W/O HY vnNDOW SAE TIWt TESTING & ENGINEERING COMPANY Arnerfoan Shutter Systems EV.H DESCRIPTION DATE D 'NN BY. I.C. 305 6sociation, Inc. 1 OLD 15-085 _ 7/27/1 DATE: '07/27/17 TAS 355 N.W.tiW 38SR ST, .1twtANW G4R00�:ROfnIW 335 'SS QRIDP! A Pone:(305)971-1530.fox:(3OS)871-7531 4268 Westroads Drive 2 DRAWING Na "fin < r' t9 -.a: 0006C001:com West palm Beach, FL 33407 3 WALTER A.TIWfTOr.P.C� 4 17-107 FLORIDA ua!.44167 6 SHEET P-E. SftA ' ATUfE DATE 6 13. OF 20 MAXIMUM ANCjHOR; SPACING fink SCHEDULE FOR k GNFN MAX SHUTTER SPS A-SS,Q DESIGN NEGATNE PRESSURE RATING AND A CORRESPYPE FOR CONCRETE OR CONCRETE BLOCK_INST,TAAI Laffla (SEE UOUNIINGS 4 J,K k L ON SHEET 7) POU PED CONCRETE POURED CONCR CONCRETE BLOCK ANCHQQS SpA, (,NG SEGENO UAXUJM '1 Aix OVER& 1 TRENCH Oj RAINGUARD MOUNTING (g)WALL/FLOOR MOUNTING. ©WALL/V/ALK OVER MOUNTING SPAN _...--DTSM iiCAThE Passes'WK(pat ,D.DEM NEGthf?_pwit t$ROM(1#X5.0.DM!¢WA F055A{S.FAIR,C LSD.ICBM W--Amy H33'M RAICO TAPCON.OR - __ __, TAPCflN WITH ADVANCED 30 40:,60 75. 90 120 160 205 30 40160 75190 120-0 205 30 40160, 75 90 120 I60 205 30 4O 00 75 90 120 160 205 THREADFDRM TECHNOLOGY 14 i2 t0 8 8 8 6 6 F2 12 7212 12.. tS 85 6 '7 7 7 7 7' 7 T &S s S - 5 '3 .s 5- 5 ALL POINTS SOLID^SET 3'-O` 1{ 12' 10 9 8 8 b 8 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 -5 5 5 -5 S' S S 5 OR LESS 14 12 10 ,9 8 a 6 6 12 12 '.12 12 0.5 8 s 4.5 7 7 7 7 7 7 7 6.5 5 :5 5 5 S 5 9 5 BLUE TAP t4 t2 TO 8 .8 8 6 6 12 12 12 12 12 50 7:5 6 7 7. 7 7 7 7 7 7 S s 5 5 5 5 S .5 TAPPER+ 14 12 f0 9 8 8 6 6 12 12 12'12 1.5&5 &5 5 7 7 7 7 7 7 S5 4 5 5 5 5 5 5 B 4 4'-0. i4 12 10 9 8 8 6 fi 12 12 12 12 F2 95 ? 5.5 '7 7 7 7 7 7 7 7 3 5 S S 5 5 S 5 H 12 10 A e e 6 6- tZ 12 .12.9.5 B 6 4.5 3.5 7 7 2 7 7 7 6.5 S 5 5S 14, 12..10 9 8 8 8 5 12 12 12 '12" 10 73 TS 4 7 7- 7 7 7 7 7 S.5 57 5 5 S 5 6 S 5 14 12 FO 9 "s. 8 6 6 17 12 12 11 9 7 5 4 7 7 7 7 7 5S 4 3 5 S- 5 5 5 S 4 3" 14 1'- E12 2 10 4 B 8 6 6 12 12 12 12 10 7.5 5S 4 7 T 7 J 7 .7 7 7 5 3 5 5 5 5 5 5" a4 i2 t0 9 8 9 6 6 !2 t2.95.7.5" 8 4.5"35" - 7 7 7 7 '? 7 5 15 5 5 "5 5 5- B 5. 4 14. 12 10 9' 5 B 6 6 12 12 12 95 8 B 4.6 7 7 7 7 7 7. 5.5 { 5' S 5 5 S 5 '6 { SEE ANCHOR 14 7T 10 9 8 8 b 6 12 72 1.5 9 75 55. + 3 7 7 7 7 7 AS:3S 5 5 S 5 5 4.5 JS SPECIFICATIONS 74 12 t0 9 8 H B 6 12 12 12 10 8 6 4S 3.5 7 7. 7 7 7 7 7 7 5 8 5 5 5 5 5 5 ON SHEET X13 14 12 10 9 .8 B a W 12 12 8 6 S ♦ 3 7 7 7 7 77 3.5: 4 5 5 5 5 5 5 4 3 t4 12 16 B- 8- 8 6 8 12 12 10 8.85 5 .75 - 7 7 7 7 7 5 S 5 5 5 4.5 1♦ 12 10' 9 8 B 6 0 12 12 10 8 6.5 5 31.5 ^ 7 7 6.5 5 4 - - 9 5 5 5 5 4 3 8 6 6 12 12 12 8.5 15 4 3 7 7 7 5.7 7 7 1 �7 6 5 S 5 ,. 14 12 10 0 B- 8 -6 6. 12 10 85 '5 45 3- _ - 7 7 7 7 6.5 5 3 - 5 5"5 5 5 5 3.5 3' 14 12 10 9 8 8 6 a 12 12 a5 1 7 515 4 - 7 7 7 7 7 5 - - 5 5- 5 15 5 15 1 4 - 0 VAUD ONLY FOR UP TO +70. -75 /i 12 ,D 9 5 8 :6 12 12 &5 7 5.5 4 3- - 7 7 7 5.5 4.5 3 - - 5 5, S 5 4_5 3S - PSF A.S.D DESIGN PRESSURE ,+ ia. '10 9 8 8' 6 - /2 12 OS 75 6 4.5 35 - 7 7 T 7 7 7 T 4 5 5 I 5-..s S 5 S RATING & FOR SPANS PER I! 1T 1D S a s s - 12 9 6 45 a 3 - - 7 7 7 7 SS 4 - - s 5 5 5 s 4 3 - SCHEDULE #3, SHEET 11 14 t2- 10 0 8 8 8 12 11 7.8 6 5 .7S .- 7 7' 7 75 6 4.S 9 3 5 S 5 4.5 - 14 12 10 9 8 8 12 15 7.5 6 5 3S - 7 7 0.5 3 4 - - 5 5 5 - 9•-0'14 i2- 10 9 B I 12 12 0.5 6.5 5.5 4 3 7 7 7 7 7 7 0 3 5 5 5 5 5 5 5" 5 14'12 10 9 a 8 0.5 6 5 4. 3.5 - - 7 7 7 8 5 3.5 ^^ - 5 5 5 S 5 4 3 - 14 F2 -,0 9 8 8 - 17 10 6S S 45 - - 7 7 T 'VS 5.5 - - 5 " 5 5 5 4 - 14 12 10' 9 8 5 12 0.5.-7 55 4.5 15 - 7 7 5.5 4:5 3.5 - - 5"' S 5 4.S i5 -101-0`14 12'10 9- 8 5 - 72 11 8:5. 6 5 35' :7 5 57-3-7-3 <5 14 12 10 9 8 8 - 95 7 4.5135 3' 7 7 7 SS 4.5 - 5 5 $ 5 4.5'3.5 - - 14 12 10 9- 8 B 12 9 5 S 4 7 7 7'. 8 5 5 5 5 ♦.S 5 f+ 12 F0 9 8 B 12 95 6 5 3 7 7 5 4 3 - - 5 5 5 .4 3;5 - - 11'-e'14 12. 10 9: 5 B - - 12 10 7 6S 4.5 JS .. - 7 7 7 7 7 7 35 - 5 8 5 5 5 5 5 4 \\/j' ,+ 12 10 4 8 8 - 8.5 8S S 3.S 3 - .7- T 6 5- + - - 5 S 5 5 4 3 4 1 1 BLADE O N LY 14 12 10 4 8 H I I B 55. 4 - - 7 7 7 5.5 4.5, - - - 5 5 6 5 49. - 14 12 '10 9 8 1.5 8.5 54 4.5 3.5 7 7 45 13 - - 5 5 4.5 15 3 - 12'-O"14 t2 10 9 a - 12 9.5 6.5 5 4 3 - 7 J 7 7 7 '6 3 5 S 5 5 5 3 4.5 3.5 14.12 FO 0 a 8 6 4 J 7 7 55 4.5 J5 - - 5 5 5 4.5 4 3 N 12 10 0 8 10 7S 5 4 -7 7 6 '5 - 5 S 5 5 4 - - 14 12 10 9 8 - 0.5 8 5 4 35 - - - 7 6.5 A5 3.5 - - - '5 5-45 3.5 3' - -. - 13'-O-19 72 10 9 B" - - iS 86 6. +.5 35 3 - 7 T 7 T 7 4.5 - - 5 5:'S 5 5 5 '4S-35 X14 12 :f0 0 6 7 5.5 15 3 - -7. 7.. S 4 - 14 12 "10 '9 0 9 7 4:5. .76 - - - - 7 "7 5.5 4.5 - - - 5" 5 5 4.5 + 14 12 10 9 iQ 7.5 5 4 3 7 6 4 3 - - - 5 5 4 3 - - 14'-0" f♦ 17 10 9 - - - - 0,5 8 5.5 4 35 - - 7 7 7 7 7 A - .5 5 5 5 S 5 4- 3 14 12 10 9 _ BS S 3 - 7 7 5 3.5 .- - - 5'.5 - 14 12 10 9 -� - 8.5 8S 4. - - - - 7 7' 5 4 - - - 5 5 5 4 - - 14 12 FO ^ 9 7 4:5 JS 3 - 7 I&S S.S _ - - 5 5 35 3. - - - t4 12 10 - - - - - TO 7.5. s 4 "3 _ - 7 7 7- 7 7 35':- - 5 S -5 5- 5 5 4 3 15'-0„ 14 1210. ^ '- 6 A.5 3 7 .7 4:5 3S- 14 12 t0 8 6 4 7 7 5 14 12 10 - - - - 85 6.5 4 3.5 - 7 35 15 - - - - 5 5 3.5 - - - 16'-0.14 12 10. - - - - - 9.5 7 4S 3.5 J 7 1 7 7 7 1 s 1 3 - 5 5 5 5 5 4.5 1S. 14 12 10 - - - - 6 4.5 3' - - - 7 6S 4- - - 5. 5 4 15 - - 14 12 f0 - - - ��7S 9.5 75 - - - 7 / .,• - - "3 5 +5 - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 1,111 ,.,,,.„ 1. 4 02017 TLLTECO.INC, 02017 EASTERN METAL SUPPLY, INC: ~<1GErV� . v� A A BERTHA HVTM T L E C O t N c. A.S■S■iii■ Accordion Shutter System KVt `> . BLADE#1 W/CR W/O H.V.W=W BLADE ' /7/�^� *;♦ TILLIT TESTING &,ENGINEERING COMPANY American Shutter Systems R£V,N DESCRIPTION DATE DRAWN BY LC. `•f"" ! 6355 R.w.TESTING ENGINEERING eING OMPA 33, Association, Inc. t .OLD 15-085 07/27/17 DATE: 07/27/17 Phone:(305)571-1530.FOK (305)871-1531 4268 Westroods Drive 2 DRAWING No •''`<,. 111 a-mG L Clteco09-Team West Palm Beach, 'FL 33407 3 ^"ss'0NAL E��++1'`71 ES-D006719 17-107 WALTER A.TILLIT J PF- IRE. LIc.¢.44167 5 SHEET P.E. s' + ;"3fGNAfk/DATE 6 14 OF 20 t _ a CORREGPONDING A!ilXlh+Uhf ANCHOR SPACING (in,)��EDULE FOR A Ih Uh A 5 t? SSURE RATING fo s f AND GIVEN MAX, S HUI �7ER SPAN. NEGATNE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING,Tl P� (SEE MOUNTINGS ON S14EM 16&17). - - SOUTHERN PIR No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 Wj MIN. G=0,55. SPRUCE PINE FIR NORTH SPRUCE PINE FIRSOUTH 1/2r.MIN. CDX 2 WJMIN.G@0.55, -FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43. W/ MIN, G=0.36 PLYWOOD 0,O,y Wo.5 W W/ MIN, G=0.43 V1MIN. G=0.36 uAlaNuu SPAIN(n) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T' WALL MOUNTINGS CEILIj1VOUJNTINGS UNT T M, N, 0 & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOWALL MOUNTINGS 0.0.WALL fAOUtJ'11NGS 8.0.MALL MOUNTtNGS B.O. WALL MOutt71NG5- W &X W & X X P & 0 S&V S &V S&v tt5r1,N30;#1'wn MRC1p4 t6Ci rtCN.1E HFSSFE FA76(','dj LZ k30*04=0EN71Gt� IES'.Ma hEFREOF IA16(p6 .93D1 tEt+R4 tt'S7A RS1$6•I) SR MEN t7ETA1EtsSrff FAtlS rye ta7A�GRt 1€6A1ETiRG(14j LSO tf37tN3Wh£fR397`>•FMCIt3)30 a0 60 75' 90 05 30 40 60 75 90 OS 30A0 60 75 90 05 30 40. 60759D DS 30 40 90 OS 30 40 60 75 90 OS 30 40. 60 75 90 05 30 40 60 75 9D 05 30..4060?5.110 OS -6`OR iE 12 10 10 9 8 .$ 8 6 6 6 G 6 12 10 t0 9 B 8 ,G 6 6 6 G 8 12 10 10 9 8 8 6 6 6 8 6 5 4 4' a 3 12 12 72 12 12 12 12 12 12 12 12 i2 72 12 17. 12 52 14'-0'12 t0 10 9 8 $ 6 6 6 6 B 6 12 10 10 9 $ $ 66 6 6 6 $ 12 10 10 9 8 B $ 6 6 6 6 5 A 4 a 3 t2 12 72 /2 12 12 12 12 12 12 12 T2 12 12 12 L12 €2 12 ,5•_O•- 12 10 10 9 8 $ 6 6 6 6 6 5.5 t2 10 10 9 $ 8 G. 6 6 6 6 5.72 t8 10 9 8 7 G 6 6 b 8 S 6 5 4 4 4 3 t2 12 12. 12 12 t2 12 12 12 12 12 12 12' 12 12.72 12 0.5 6'�p" 12 10 10 9 8 6.5 �6 6 6 6 5.5 4.5 12 10 10 9 8' 5 8 G G .5 5 4S 12 10 10 9 6 3.5 6 6 6 6 5 4.5 6 5 4 4 3.5 - 72 12 12 12 12 12 12 12 12 12 12. 12 72 12 72 12 10 B.S T_p" 12 10 70 9 6S 4 b 6 6 .5 4.5 4 t2 10 t0 9 5 3 6 b- fi 5 4 3.5 72 10 10 7 3.5 - 6 6- 6 5. 4 3.5 6 5 4 4 - - 12 12 12 12 72 72 12 12 72. 72 12 10. 12 72 12 0.5 8.5 7.5 ii-O" 12 10. 10 7.5 A.5 3 6 6 6 5 4 3.5.12 i0 70 6 3.5 - 6 6 -5 .5 3.5 3 i2 10 10 A. - - 6 $ 5 .5 3:S 3 6 5 4 - - - 12 12 .72 72 12 12 12 12 12 12 tt 9.5 12 12 1.5 9 7.5 6:5 g'-p� €2 10 10 5 3.G 6 6 5.5 .S 3.5 3 12 10 9-a - - 6 6 4:9 4 3 3 f2 1a- 4 3 - - 6 G a.S a 3 3 66 5 3.5- - - 12 72 12 12 12 t0. f2 12 i2 it. 9.5$.5 12 12 to 8 6.5 5.5 1a'-0" 12 f0 7.5 4 - - '6 6 S.4 .3 --12 10 6 3 - - 6 6 4 .5 3 t2 t0 3 - - - 6 6 a .5 3 6 5 - - 12 12 12. 12 1.59.5 12 12 12 0. 8.5 7.5.72 12 9 7 6 5 I t'-0' 12 70`5.5 - - - 6 6 4.51- - - 72 10. 4.5 - - 6- 5.5.3.5- - - 12 IO - - - - 6 5.5 4 - - b 5 - 12 12 12 12 10 8.5 12 12 12 9.5 8. 7 12 12 8 6.5 5.5 A.5 12'-0' 12 10 4.5 -- - 6 6 4 - - 12 70 3:5 - - 6 5 3.S- - 12 10 - - - - 612 3�5 - - 6 5 - - - 12 12. 12 X1.5 0.5 8 t2 T2 't1 8.S 7- 6 12 t.5 25 6 5 a 12 to - - - S 45 - - - €2 as - - - - - - - b 4.5' - - - - 72 12 12 10.'8.5 7.5 12 12 10 8 b5 5.5 12 12 1tl - 6 S.5 - - - - t2 7 - - 5.5 4.5 - - - ^^ 12 7 - - - 6 3 - - - 12 12 t2 9:5 $ 6 12 t2 9.5 7.5 6 4:5- - 72 - - 5 `- _- _ 12 - - - - - - G - - - - 12 12 !i 12 - - G - - - _. 12 - - - 5 - - - - - 11.5- - - 6 - - - - - 12 12 10. &5 6:5 4 12 12 HV BLADE OR 1 HV BLADE W/ HV WINDOW BLADE WORKING IN L)NiSON'W •.SEE UVIIONS CF USE FOR BLADE_I!ON SHEET 18 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SNAIL.CONSIST OF THE FOLLOWINO! SOUTHERN PINE No.2 W/0-0.55(N.D.S) - 1/4"0 TAPCON ANCHORS,AS MAsIUFACIUREO BY LT.W.BUILDEX W/MINIMUM WDEOMENT AS INDICATED AT -DOUGLAS FIR W/G-0.50(N.OS.) EACH SECTION ON SHEETS 16&17_ -SPRUCE PINE FIR NORTH W/0-0.43(N.O.S.) EXCEP71OH:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/13.•0:36(H.O.S,) -MIN. I/2`COX PLYWOOD(1986 APA). 2.ANCHORS TO NOHOW1SHALL A5 PER MOUNTING TYPE U,SHEET t1 AND SHALL CONSIST OF LAO SCREWS AS PER NOS 2020155 SPEDIflCATATtONS. q ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA.BUILDING CODE(Non High,Velocity Hurricane Zone .,.M1titl `r•,:......, r�'� 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY. INC. ��++ BERTRHAI VTM �1 0,►+�. ,A■S S,A:. Accordion Shutter System *; 3 ttv. eiane#1 w/-OR w/a KV.wlravrr American Shutter Systems 1EV.N DESCRIPDON DATE DRAWN BY: L.C. TILLIT TESTING k ENGINEERING COMPANY '!r r Association, inc.. t ow 15-065 D7/27/17 DATE 37/27/17 $3.5.5,N.W.36U,.St-Ste.:65,MKINLA GAAZ@iS.FLORM 331 �p Ya Phone:(305)$71-1530.Fox:(305)677-1531 4M Westroads Drive 2 DRAWING No J//yyt,AA a,4513 a-m I:Wit000®ol.com West Palm Beach, FL 33407 a 0 v+V...........1 tl'4 WALTER l-00067A.MLUT 9'r.P.E. 4 17-1 V7 FLORIDA Lie.1 44167 5 SHEE"F P.E. SE i;3i�t14A"t'tIRE/DATE 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR MSHV & 2 HV* BLADES AS APPLICABLE MAX. SHUTtER S + OR L— FOR { STALLATIO S INTO WOOD WITH HV BLADE 0 LY SHALL WALL FVOSH BE LIMITED TO 105.0 psf, A.S.D. DESIGN PRESSURE RATING, E SHEET 19 FOR MAX $PAN & .1/4'0 7APCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 A WORKING IN UNISON TAPCON WITH ADVANCER q THREADFORM TECHNOLOGY F ��I f..- p i/4'D TAPCOTI.OR Wf I 1/2'MN; PENETRATION e I�k �TAPCON WITH:ADVANCED THREADFORM TEC14NOLOGY -T--• --� if OF THREADED AREA TO W/ S i f2'M;n.PENETRATION OF THREADED AREA TO EXISTING Q N.SEPARATION I EMSTRIG WOOD HEADER. -J- f WOOD HEADER..(SEE SCHEDULE ON SHEET 15) TO.MASS(SEE I IU OR 1 F t r (SEE SCHEDULE ON SHEET 15) {I y r? f 1/41-20x3/-4"SS.MACHINE ( SCHEDULE ON SHEET } \. I ', ' _ •= i' \ 11 % ' ' 41 CREWS W/1 j4'-20 NUTS �—11 FOR BAOE mWJ—.... , x v OON SHEET 19 R ' f ^��• 1W i2'O.C. EXISTING i miles Cl)&Q 'GLASS--4 j lI I L 2T ) OR t H t WALL- FINISH I I 1 i . FMT1 _ I t g $TING MIN. FlNlSlf i ,1 i ' 1 11`111111 ry OR j 2"x4'WOOD I :---OOR T • I.- HEADER NROEOt!REO I t } lit ( .'I )j4-0 TAPCON OR TAPCON WITH ADVANCED d HEADER REOUIRED O ) -2'x4'WOOD 1/2- EXISTING S MIN.SEPARATION ! I I y } I t }r ,in 1 i1 1'I' U R PENETRATIONCACroRM OrTECHNOLOGY AREA TO ESCHMULE. (5-� }dtN. ON TO GLASS ''�, 11 i jV, ;i -I EXISTING WOOD HEADER. 11 FOR WOE(AAN1 EXISNNGON (SEE�SCHEpULE ON SHEL7 il) I I t Vf 11� � i1 � ��I (SEE SCHEDULE ON SHEET 15) ON SHEET 18 FOR I GLASS--" t' ij t 21x4-CONT. SILL det�A I 1I .PLATE REQ"D. �HV WALL HEADER INSTALLATION ! (0)HV WALL SILL INSTALLATION Q HV WALL HEADER INSTALLATION !— -- _ 1 i (. LAIN,SEPARATION TD GLASS EXISTING -T- MIN. SEPARATION TO GLASS I "I ) 7 (SEE SCHEDULE ON SHEET 1 t)- 1 t Gt755—} EXISTING (SEE SCHEDULE ON SHEET 11) 8 r IAN.SEPARATION TO GLASS 1 I T GLASS :If EXHSTHNG 2'x4"CONT-+,(SEE SCHEDULE ON SHEET 11) CLAS$^-f 'I WORD PLATE .I' ; y. f P 1/4'o-20x3/4"S.S, ° REO'O. "^-< 1/4'0.20x3/4'S.S. t MACHINE SCR". r �! ' USING 1/4'-20.NUTS ! 1 MACWNE SCREWS Wf 4 12"D.C. WAl1 H .;: ` "' J -.1/4'-20 NUTS&' 12' 1' M! I I I ✓f ::x' 'Y.� FINISH O.C. I I ( 3 �'___� /�, OR I 4 [ /'il IJ OR 6 �4R.1 rJ' OR I OR 2"x4'CONT. 1 t! l t1 Illi • 1411I�111 I'I I�. } WOOD PLATE to e e _E i" -"' - f f :ti 1"Min. ti REO'D, } 11 �S t 1'Min. i I. !i,l Tit I �. t I ig } 1/4'c TAPCON OR TAPCON WITH ADVANCED t _ 1 1 t ( 11 t I'; i� $;: THREAD TECHNOLOGY W/1 1/2' e j l e 2'x4'CONT I Min. PENETRATION OF THREADED AREA.TO e I I. SILL PLATE �}1 EXISTING WOOD HEADER. }i 1/4'o TAPCON OR TAPCON WITH ADVANCED I i- -"; }, I/ ii i 1' -) THREADFORM TECHNOLOGY W 1 2" i. i t 1.s.,.' i 3 1 j4"o TAPCON OR LyQIE: i. 1 t t 5,i f / iV ♦ \ TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL (SEE SCHEDULE ON$HFLA 15j i.i,� `i H tl I. Min.PENETRATION OF THREADED AREA INTO PLYWOOD tj2'LAIN.GO \ THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. �' ,t 1,1 t }�' hI«_»,! WALL FINISH a (SEE SCHEDULE ON SHEET 15) EXISTING MIN 2x4' G PLY'l000 REO'D. W/ i/2"Min:PENENIATIOM OF 2-MOUNTING SECTIONS CAN BE STUDS 16 O.C.'l.UX. 1 WALL FINIS THREADED ARCA INTO PLYWOOD COMBINED IN ANY WAY TO 1/2'MIN.COX PLYWOOD REQ'O, RCO'D.PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. �HV WALL SILL INSTALLATION EXISTING MIN.2'x4"STUDS 0 16'O.G.MAX.REO'D. ATTACHED TO STUDS:IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH. ��.{�}�� WITH SECTION 23US OF THE F.B.C. SECTION 230$OF THE @ HV WALL SILL INSTALLATION TION ♦SEE UM ATiONS Or USE OF ©HV WAIL SILL IN TALLATION r.B.c. BLADE 1A ON SHEET 19 "� }p FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane 1tlILT�4'\ I T/l..��..� 02017 TILTECO,INC, ®2017 EhSTERN METAL SUPPLY,INC. �At .............. •,v+. . .. BERTHA HVTM stemAAccordion Shutter Sy M A■ Hv #1 w/OR w/o KV.xtraXW 6tnnE y American -Shutter Systems irY.N DESCRIPTION OA7C DRAWN BY: L.C. -a TILLIT TESTING & ENGINEERING COMPANY Assoc(atton, Inc. 1 OLD Ts-ass 7/27/I oA1T:: 07/27/17 0335 Kw.Mi SL.sec.305,vKM GARDENS.TLDFbMA 731 42$8 Westroods Drive 2 P1*11:(305)871-1530.Fax:(305)871-1531 DRAWING No tr (Q�IOA .:1<y iAdy _dI,tTjt_*4Qj. + West Pdlm Beach, FL 33407 3 17-107 't.••••'•••,�8 % wuTER A. u 41 P.E. 4 I% nfi P,E /SEI j 9/DATE FLORIDA U.If 44167 S SHEET 6 16OF20 . INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR M HV & HVi BLADES (AS APPLICABLE) MAX SHUTTERSPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BEAUS n ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE TING SEE SHEET 19 FOR MAX WALL FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE C1 8E. WORKING IN UNISON 1,470 TAPCON OR f --Eq• E4 -2 MW.---•---y ----.'"- t +•z6"(Mtn.)'ExlsilNc -^--rt--P I TAPCON WITH ADVANCED >. l EDGE(IF APPLICABLE) WOOD BEAM REOUIRE) 1 /J ! W1 1 7/2' TECHNOLOGY STRUCTURAL.ADEOtthGY t J J ,f WI t i/2'Min.PENETRATION 1,4"m-2Dx3/4'S.S. OF EXISTING W000 BEAM, OF THREADED AREA TO PHILLIPS TRUSS HEAD TO B£.CERnflEO BY l (�"` J r• EXISTING WOOD HEADER. 1� 'f t / -�. �^^EXISTING WOOD um. MACHINE SCREWS RECtSTEREO ENGINEER OR•, ?:, ;.� _ ..- - - If (SEE SCHEDULE ON SHEL7 15) 4J/ 1/4"-20 NUrS ARCHITECT PRIOR TO' E4 -r•—Eq -,_ �, TRUSSES OR it z 0 12'O.C. SHUTTER INSTALLA110N. 1 tJ2" .._ 1/2'--- RRAFTER 0 24" O.C.REQUIRED 1 4'P TAPCON OR 1 OR 1 / r" STING SOFFIT TAPCON WITH ADVANCED r,+ !r+r• 4 f� EXIST) J a N .257•. THREAOFORM TECHNOLOGY 3/4'Maz.THK. I` 1 2 i W/ i I/2"Min.PENETRATION _ 114x3/4' EQ EO ,r i 1'x4"xI/S"CONT.ALUM.TUBE i I f zt f OF THREADED AREA TO J EQ?i•EQ / S.M.S./ } -.- ( JJ ! Z 4# OPTtONAt EXISTING WOOD HEADER. X r//j (6063-T6 ALLOY)Wf (,; 1 (SEE SCHEDULE ON SHEET 15) 7 O 6'D.C. I (3)5/16"0 LAG SCREWS Ta or 13 or 15 1 1 or Q ar 15 EACM RAFTER OR TRUSS. LOCATE LAG SCREWS AT i I I MENDER, OF Min. WOOD EXISTING MILS 2'x4" 1 I OPEN HOLE AT EACH WIDTH)W/2'Min. NAL EXISTING--1 HEADER REO(SEE.SCHEDULE TO GLASS (. STUD TO ACCEPT 1MI PENETRATION.OF THREADED 'U 55 !� (SEE SCHEDULE ON SHEET 11) EZGtASS I 1 �- 5/16'4 LAG SCREW I}}I{{LFFI I AREA VALID FOR } I AT CENTER OF TUBE. 411 INSTALLATIONS WITH 72pst 1 t {UHI1r1 MAX.A.S.D. DESIGN LOAD AND MIA ASS�TA(� caSTING t MY.4FiROM 4'-G-MAX.SPAN.THIS a FIV WALL HEADER INSTALIATION 'SaY.IXTdE�at(9�ELT ry GLASS— 10 M (`F-E itSSTAL.ATION IS ONLY VAUD f I"BMOC CA ('"�♦ =mom ar g T FOR WOOD YJ/MIN.SPECIFIC 1 ON SEFT t4 F 1�OR '•11 FOR RADE CAW GRAVITY OF 0.50 AS DOUGLAS BLANO)t ON SRW 1°Fat //.''.��♦ rIR OR SOUTHERN PINE No,1, 1-SEE SHEET 4 FOR ttPICAL SHUTTER ASSEMBLY � t 9Al>t5�&a 1' OR 'V" OR EQUAL. 2-MOUNnN6 SECTIONS cAN COMBINED JHV AILING INST$LLATION IN AW WAY TO SUIT ANY INSTALIATION. - HV CEILING IN ALLA. I t ' T0.MASS(SEL W.UPARAIM OR MIN. I 1 MIN.SEPARATION TO_GLASS Sa47AAE at SHLLT ( x I SEPARATION. (SEE SCHEDUt£ON SHEET il). EXTS r 1ON SHM 1 rat SVZJE( _,I TO GLASS 1 I 1 SEE EXISTING F. __^ GLASS I(ON SCHEDULE 11) GLASS-_.M I. —_l:! �y �_ p ;ALTERNAT .""', ANCHOR (mss WAL 1 I LOCATION �` }I _ EXISTING i 8 I"11 I I OOD s. i� ©• 77 i---- ]/8,No. W 013/4 AD TEX i I ( DECK TUN:15' WASHER BEAD TEK. ` .2'x6 MPS WQaD I.. °'G SCREWS 0 72' I (NO KFTN SFI REQUIRED i DECK REQUIRED(NO ALLOWED) FINISH ALLOWED) :..._.,,_y� 2. f" -� �,-EDGE _ t _ DECK I9 EDGE OF DECK -- ---- '•-" EDGE OF q1 ! I ;'eOR IF APPLICABLEDECK7F .. � IF APPLICABL S.S. APA3JCAdtE ,--•r.1/4'0 TAPCON OR . HEAD '-`2 ^'•'�~- M~" •�~ --, _ TAP-0 WITH ADVANCED Min. 1 ACHiNE SCREWS ._.._,-.�:— -'�'� ..._r I...- •^"' t f4'4 TAPCON OR TAPCON WlTL-i ADVANCED { 4 `2'x4 COt1f I THREADFORM TECHNOLOGY V!/ 1/4'-20 NUTS THREAOFORM TECHNOLOGY W/ f 1/2"Min; 2. / SILL PLA E II' 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM. -..._ y.} W/ 1.1/2'Min.PENETRATION !7 )2"a.c. 2"LAIN. PENETRATION OF THREADED ( TECHNOLOGY W/ 1 1/2"Mini.PENETRATION Or THREADED +z OF THREADED AREA TO - .AREA To EXISTING SHE WOOD HEADER.(SEE EXISTING WOOD HEADER AREA TO EXISnNC WOOD.HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE ON'SHEET T5) � (SEE SCHEDULE ON SHEET 15) ♦s UM of t sE FOR (^)HV WALK-OVER INSTALLATION U HV WALL SELL INSTAL ""'t t _ -,I, HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone *�,1` ,"'tiGErys•:,/v 02077 TILTEGO,.INC. @2017 EASTERN METAL SUPPLY. INC. ` y RHA C A S S A Accordion Shutter System i� ECO 1 N G, H.V. #t W/OR W/O H.V. WINI)OAN MADE American Shutter Systems EY.N DLscRlPnon DATE DRAWN Br: L.C. iILLl7 TESTING & ENGINEERING 4OMPANY Association, Inc. I OLD 15-085 7/27/1DATE: .07/27/17 6355 Nx.Mh.St.,5tx.ams.ARnt"QAPZM nWOA Mw 4268 Westraads Drive z DRAWING No 1 Phon.:,(305)871-1530.Fox:(003)871-1531 5+ ••:. � j1 o T:LT1eco0ooLcon West Patm Beach, FL 33407 3 17-1 D7 L E I,I�t�' oE8-GTILUr 4 A TV .....• WALTER A nitm e/.67 SHEET FLORIDA Lfc.)44)67 5 P.E SEALJSIGNATtJREJDAFE 6 17 OF 20. END INSTALLATIONS HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2'.-•Ltil.MOOD STUDS RS'O'D, 1•.f LCL W000 NOW SIP .... t/4Y TAPCPr+ //• / ! J —SPJDS REVD. r (AS APPUC-DM tX,\ ` tf% a a•a.c. } -. - 5iieos. w/ � \ j (A5,.PPUGf,LE) Po W/w. \\\EX6TUY0 OlA>5 I- TO 1/2"F i+ Exr.TR4 CLkSS` ` t FEDX I c CLAM EnJ �. \! \ ,4.! � ,J2•�Y rpx f � WI.9➢APATI tI 1/z'1rN,rnx ti —� TO QAS('EF I Mtl 4YAWUN.4 MGl•.iT%YNOp+ 10 4V.•5.(sEE PLTx00.2. Y• :AdA2E CR 34Cf �-, Tfl aA55'(`.F£. tf2'bell CDx N tX.aSe(2E tltakS it fOR M-XMPO --•mom•--,- safuX.E at sttT P-00. •AinXE 4M sctT it FOR Niro 7—/ x wzu-: 1/I"1rw Cax ai IIFE,I'19 rOR I II fOR 9.KE QIArO 1/2' , 11 EORBA'fE Nu.T TZ SIPF2 t9 Fra (OCa7-ia)'CMNL:H ELh'>6 fj18® - 1 QN SYDir te.Faf _ T 'CN 9EEE l9.EXR f2t1RSm&�/ + KDW((CL03Wall. &XDESLUai112.1RFL, AT VDIERM1�A91 ftN6N jftwll•S.u.s. { _,.,ter• Xu aFsua1a.a ' +010O.C. _ _ �~ /LDr)i,� 4 ,�_� �tra rutiaa+narwxY to wL. as Dote Ar ' I 5 �. %'E DctN x OR -f SEE,i%MNLCi{ai 1(�OR 9 � -� Ya / SEE rvAl x FOR OR yy� ) TD iMGCS - ' SEE OEIAL x FOR SZE COWECDON L��. � gS_j. SXE CONNECTION �} O O'Oa0a.i0- - Lei�%• 6-_j 7D 1PALxs ®- - m TR cxs ue I f� Q•m dpi c]•O.6�- N.a'� S�• ©•^3- G O•��J•(�•a�- g� t�S•�s*3•�= Q.,[a.f} „(�.�y- C :J•�-U•e• fS`ffi- •Cg•'OB.Q�• (s7•Q$'.'f'•S�°" •�! DETAIL 9 D L 0 {D CONNECTION' DETAIL(2) END CONNECTION END CONNECTiON DETAIL� � � CONNECTION DETAI - E ISIaaS a FWCt01LO'MY MR SPAtts GStEATtR Tutt fY-a' z p slum £OO IJA:6 ld•CMt ANf.NatS M1J4'.IA?CaiY fYO.ff2•SMS- {wJ/lJx w+. wJ 1 EJz•Nm. ota ac. I .4311TIND Pt s+' FrNMi N O 12.D.C. PENEiRAT16Y O 11•D.C. -- MAMN D"aws(gE T 4 f SEE'LIMITATIONS OF USE FOR YN•XlwiaX'N r '�": �:.• ;,.. itl'UN. ItutC 4 HLi+DE.1f ON SHEET 19 `— aY>ce:mas.R i° A (9SITU , E e atn.•S CRa Ffa i t/1 u .,{ 1 I - /- - / `�DR ._,a S ,' iN•. / I.I ,rt}OR .A` { 4 _ ,__ .: •....,c '� a,. _.__ �'Oi1OkU4ly .L2i�I.,.J. Q�-f3+C:•p a iM.Q- - MALL r1r+�1 1•..•uw..00D wAL4 £�-O'L77-O^�,5•a- • f_/.R'•{a©. .Q.�w CTInL,REO'D. ml,rKAN, DETAIL X D L 01 END CONNECTION DETAIL 12 j,nfF..... FLORIDA BUILDING CODE(Von High Velocity Hurricone Zone {I{ �.. f ��`- 02017 TIETECO.INC. 02017 EASTERN KETAL SUPPLY. INC. `' P<' CEIVS BERTHA VTM F . _._..._ A S A 11 L 1 E G O N . ■ ■ accordion Shutter System " H.Y. aAk#1 W/OR W/O H.Y. WINDOW MAX a TILUT TESTING & ENGINEERING COMPANY American Shutter 5y31@rnS t>,N DESCRIPTION GATE DRAWN DC LC. :. • alss ILW.sad.sz,aEe.Das.uRrRNu cARni7is.naaw Vista ASSdOigtiORr Inc. E _ o(.D-19-085 7j21ftr RaTE: 07127f17 X• Fnnna.:(aasjH7i 1sa0.-vo=:(sos)e7t-isal 4268 Westroods 0Ave 2 D�EE A20 //yy /�f { e- EH G'tMtlbdt4.com West Polm 8eoch, FL 33447 i �yN/'1L� �` 'ALTER A.TIM Jr.P.C. a P.E. SEALf/SIGNATURE/DATE FLORIDA LK.g 44167 g S a .. .. ) °'� "QS°"d° •fEdERAI.LIMffaONS AND.CONmm�Nc.QF USE [G; IN RTF A wORK1N jij A G UNISON' 1 .. 1.MAX..A,S.D.DESIGN PRESSURE RATING;+110,- 110 p,s.T. 2.MAX.SHUTTER'SPAN:.96` 3.ALLOWED MOUNTINGS:A.0,G,&Ii ON SHEETS 6,7;AS WELL,AS MOUNTINGS-M.0,T.U&W ON SHEETS 16 At 17. ONLY CENTERMATES 21 �2{BOTH Wj 4 OR 2{}.-ARE ALLOWED WITH 6} /� q;{y '',,55tt rtRRAED W A SYM OR GPP NG LAYOUT'.IN GSE O�bPPO NC V: YOUT,Gf5)MUST BE.INCLUDED ONLY AT EKTERIOR ACCESS SIDE:OF 106 d CENtR E. TTP,EA.ENO ♦ ♦ ♦ ♦ '♦ r ' rr' ' &(A)NV WINDOW BLADE 111.'SHALL ONLY ALLOW A MA7gMUM OF 5 OPENINGS (3-o HOLES)FOR Ss PER.® IAOE AT SPACINGS;SHOWN ON'.SHEET a. 4 (R)-MITI.CLEARANCE 1ROM TQP.OR BOTTOM,EDGE OF HV WINDOW BLADE Q. MAX S W(NOOWS ♦ ♦ .'♦ OF ANY S'0 NOLE:PoR QSHALL BE 12`. ALLOWED AT HV n i WINDOW 6U1DE Q + .(C)FIRST OR BLADE COMINC'OUT:FROM STARTERS AT ENDS MAY BE FN 5 WINDOW BLADE`jA) s (D)HVWINDOW BIADE'Q MUST BE USED ALTERNATE TO A SOLID NV BLADE THROUGHOUT SHUTTERS WIDTH. .a (E).C MATE$SHALL ALWAYS.BE INSTALLED ADJACENT TO A SOLID HY ♦ • ♦ 'A :♦ A BLADE T AT EITHER SIDE-.OF THEM. Ef n POLYCARBONATE FIV WINDOW SHA.I.BE INSTALLED SO TTf�Aj TABS FACE CONNECHOti a Tti£INFERIOR OF THE OPENING$ NG PROTECTED.,HV WINDOW 4(j!MUST BE DETAILS ON SHEETS ,♦. A ¢$ ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSA "dtt '' rs INC. 10&'le TVP. 1,1. FULL HEIGHT.— d 6:SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME, 'BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE,NOTES E� 3 �. 7.SEE TE OR CONCRETE SCHEDULE FOR I SHEETS POURED [:ONCPETE OR..CONCRETE BLOCK.WALL ON SHEE1s X12&'13 AS UNITED BY SPAN AND DESIGN LOAD(SEE NOTES I&2 ABOVE). . SEE PLAN FOR REQUIREMENTS) �� B:MJt6MUM SEPARATION 10 GLASS SCHEDULE PER ASTM E-1996: D H TOP.&:.BOTTOM W - D ZONE MINIMUM SEPARATION TO GLASS l;,J tYP j aR at s 7 � WIN..._.:.__ `-. UNLIMITED WIDTI . 1 T14RU 3 ELEVATION A°"s''^` ''70` a_ 6.zs• EXISTING GLASS 5EE SCtIEDU4E0N 5}iFEi'11 FTN EaAD£(~j, ___ A".D ON Ti$S 'IT3:T FCA HDF5Q& _,. CENARMATES EI) Z ONLY)a C f LGs) W" RI CE'I',IO TES 21 W/ OR AND _ W/a:(s ts�' NATE<naDVE) `PLAN TYPICAL 11 HV 'BLADE WORKING IN UNISON WITH HV WINDOW BLADE CSA SHUTTER* ,TFI�TIAjA�♦f!✓"'= _ FLORIDA BUILDING CODE(Nan Nigh Velocity,Hurrieone -Zone .... S • 02017 EASTERN METAL SUPPLY,.INC. 1A34�P •••GEN J/p•.�i 02017 TILTECQ.INC.s .. BE HA HVTM I IE. E C d 7-7 A., . ■ ►■ Accordion Shutter System * „t H.V.BLADE 01 W/OR W/0 HV.WMNDW BLADE Q; TILUT TESTING do ENGINEERING COMPANY American Shutter Systema EV.N ..DESCRIPTION DATE DRAWN SY: Lc... @,,! AssaClGtian, Ina I OLD 15-085 7j27jt DATE 07/27/17 LOBS N.W.Mt,-'St..St ZVS.NRCW14 GARGDM FLOWOA 331 Phone:(305)071 1530.Fox:(305)B71-1531 4268 Westroads Drive 2 DRAWING No rmoT 1o619ag.Dan West Palm Beach, FL 33407 3 17-1:07 ES-MoWALTM A n WT J,P.C. .FLORIDA Uc.j 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 19 OF 20 2" 0.0351 TICK i INSTALLATIONS WZ J). HV BLADE & HV _CENTERMATES -{2DOD MD. Min,ASTM A-653 TEFL 40 Min.,�VARIES ! O u!.T EGn.LC-60 SM S STEEL Q M°" .436 INTO .METAL STUD WALLS * Cj D63" UX METAL STUDS AlAT,76"O.C. w P 4 t --- -- 1 s`a.c; 75. 114"o NOMINAL. w /z' 38 * GENERAL LIMITATIONSCONDITIONS XWi iNUM SLEEVE. '- —" �p - FOR BERTHAC�, HV BLADE ACCORDION SHUTTER 6053-i5 ALLOY L7 3/4'.5 I/4•.0:035'tI CK A6n 1 444 430 o r�' r �YSTL Fii INSTALLATION TO METAL STUD WALLS CONT.GALV,STEEL TRACK THICK i'0 6'D.C. 0fi•O.C." ! ASTM A=653 CRADE 40 Min.G-60 ! --' EPARAT ON TO GLASS_'SC SCHEDULE 3.Op0'. CALIVAtIZED FASTENED To STUDS. ,. - 1" " + 1, MAX..A.S.D. DESIGN PRESSURE RATING: +75, - 75. (psf), Mc.. W/(2)/6.1/2'1177 SCREWS DN I .EXISTING FINISH J INT l)"a EMRIOR TACE !. AS APPLICABLE 38, t N 2. MAX.'SHUTTER SPAN 84" WIND ZONE MINIMUM SEPARATION3o LENGJ1i.h , MIN.SEPARATION WW 3. ALLOWED MOUNTING: MS ON THIS"SHEET', ASTM E'1996 TO GLASS EXISTING GLASS TO.GLASS y - " " , (SEE SCHEDULE) 4 _ :43 1.,/4 0.-2OX3" OQLT. ! � .a 4. ONLY ENTERMATE 21 W/ 24 HV"LOCK ARE ALLOWED 1 THRU 3 i" I t m WITH 21 ARRANGED A SY METRICAL LAYOUT. MUST PENETRATE-6-3c)1" a USE OF (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" EXISTING.FINISH J INCLUDED AT�XTERIOR OR INTERIOR ACCESS SIDE OF T.373`�y 1 3/4'.6 1/4'..0.035`THICK Mfn. 250'^ �. O`aD• CONT GALV.STEEL TRACK CNVtX y. AS APPUWL-F , CENTERMATE. A571A A-653 GRADE 40 Mi..0-60 CALVAMZED FASTENED TO STUDS (W/(2)t6.1/2•TEK SCREWS ON INTERIOR.b EXTERIOR PACE i 0 Do O.C. a 6`o.C: H r - 1/4-0-20 THREADS. .1 ** BLADE SLACK DETAIL-HVF is Also vauo FOR 43 t f 4"p� E O CONSTRU TION q a" _ 1/2" J2 38 CENTERMATE 2T APPLICATION WITH BLADE(D PRODUCTS FAB-LOK ND I - 436 'x I t/2`x O.OJS'THICK "' VARIES 'y gi 5" Q.C. COMPONENTS Min.ASTM A-653 GRADE 40. 2. {Ab)<. - �./O.MRONE'.NTS G-60 MV.S1E0. ,• .r1 MS yfALL HEADER/SILL INSTALLATI9N� ' METAL.STUD.S AT 46,O.C. Min ..-EXISTING FINISH AS APPUCARLE SCALE.z/6 1" (T1?.TOP&BOTTOM) -�A - t2... - -..-- ,-.•--^ .-.'"C•- -? CONT4.GALV.1STEEL 1T CK°CNAIIEL. �EXfST)NG GLASS _ - - - ASTM A-653 GRADE'4O M;»:0^60 t I I^ = SYMMETRYCAL i SYMMETRYCA_ " JFZ W(20)REn.FASTENED TEK SCREWS siO t 430 436 43c I ! r MIN.'S£PATRAflaN vAalEs sx, r ' ' 'i i 1 i i TO CLASS 2" N'iERit)R&EXTERIOR FADE ON ! I I CENTERvWiATES W/ ! i,'CENTERMATES W/ (SEE SCHEDULE) MOx. 7 , ;EXTERIOR AGCESS S!L)E ,1 _ I ,:>; T . :. ..•. .. :. ,.•� ., 1 ,:j NTERIOR ACCESS:SIDE — 4 51(T'rE".) IN 3' (6'Min.) IN 4 T --- -- - _ y-- -- ------------------- ---- ---- --- -- --------- -°---- -- --- -- - ___ _ 12 _'_ ------------ - --- -- ----�------------- -------_ _ - ----- �- - - _- ------------- »» __J } 2)42 IT .2 1. _ ?1 21 t ." 2.� 1 L4CAT D AT S Z ' *. .I * r \ _. __-� » _ _ HV HEADER/SILL ENDS L---- ---- ---- - -r--- ------ ----- ---- VIEW Y 4 12 3 (5 Min.) r 24 SIDE CONNECTION To.TRACK 3 1/4-(Typ.).- I•---.�.. 7^ 6 1/2'�MAX.SLACK (C4nt.) 6 1/2"(TYP.) �•- . NSA HVB _BLADE SLACK .DETAIL HME E C FLORIDA BUILDING CODE(Ron HighVelocityHurricane Zone titiT! 'P�+L. 11 C,�,••,�� 42017 rLtE0o..INC. C�20� r'REASTERN METAL SUPPLY. IL E C O r N c. Accordion Shutter System. ■ ■ ■. ■ H.V.SAM#1 W/OR W/O HV:WINDOW 9IAL1E. TILUT TESTING & ENGINEERINGCOMPANY American Shutter Systems Irv.N DESCRIPTION " DATE I DRAWN ft L.C. BSiS N.tY.36TH.St,St._O0_.RRNW CARM4.NLOR4A 5314 ASSaCiattCR.. Inc. 1 OLD 15-086 7f27/1 RATE: 07/2?/17 1 h 4268 Westcoods Drive z 'Y Phone:(305)871 1530.Fea:(305)671-1531 DRAWING Na �DR14P c4 ��` tRtocoaaoI:w West Palm Beach, PL 33407 3 {�/}`1 L 0 /��j 4 1 WALTER A.TRUT�Jr.P.E. qq`� aawlFLORIDA uc.9 44167 5 SHEET RE: SERc��R&ATE 6 20 0E 0