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HomeMy WebLinkAboutProduct approvals, accordion i File cop IM MR BCIS Home Log to User Registration Nat Topics u a s lirO Contact Us 0CI5 Site Map links Search i Or � I LIANCE���, p l U ER:Publics UssPrroduct OVaI �S` "p Ey C Product Approval Menu>Product or Annikatlon Search> I a I i t is FDn�peuli�//�C / ,I FL# FL389-119 ' Application Type Revision RECEDED Code Version 2017 Application Status Approved SEP 2 Comments PeSt,tu9 Depal-trnent Archived Ci e Cou'nt4• 1 Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@eastern metal,com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email i Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer r Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tlilit,Jr P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. O Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC.,INC. DRAWING 17-107 CERTIFICATE OF INDEPENDENCE.PDF I FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF I FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 j CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By. ' I I I II I Product Approval Method Method 1 option D I Date Submitted 09/10120 1 7 Date Validated 10/18/2017 Date Ponding FBC Approval 10/19/2017 Date Approved 12/1212017 Summary of Products I FL Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum Interlocking blades retained by tracks(top 3-(Non-HVHZ)-Dnvg 17.108 and bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No aw R9 ii AMERICAN SHUTTER SYSTEMS DRAwiNG 17- Approved for use outside HVHZ:Yes 108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party;Yes Other:Large Missile Level"D".Max span is 12'-3"for 40 psf (evaluation RepslrW positive ASO load and 13'-0"for 35 psf negative ASD load the FI 389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING I7- HV3 blade w/o window blade,5'-2"for 110 psf ASD load for 108 PRODUCT EVALUATION REPOR't.PDF HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11"for Created by Independent Third Party:Yes SS 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 sheet 5 for other spans and ASD pressures. 389.2 Bertha HY Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 1 Only-(Non-HVHZ)-Drwg 17.107 and bottom)for storm protection Limits of Use dn5tollat1san Iri5trvctl9n5 Approved for use In HVHZ:No FI 389 R9 IT AM RI AN SHUTTER SYSTEM ASSOC Approved for use outside HVHZ:Yes iNC DRAMfIM G fa 107 BERTHA►tV AC ORDIOfd SHUTTER Impact Resistant:Yes Sysa ,PDF Design Pressure:N/A Verified 13y:American Test Lab or South Florida Inc. Other:Large missile leyel"D',Max.Span is 16'-0"for 30 Created by Independent Third Party:Yes p.s,f negative ASD load depending on centermates and locking Evaluation Reports rod configuration for the HV3 blade,8'-G"for+64,-72 p.s-f. C1.389 P9 Al AMERICAN SHUTTER SYSTEM A550C A.5,D,load for HV blade,for Keyswne mountings 7"'p.s•f. JfJC. DRAWIN 17.107 PRODUCT OF EVA ATI N for metals stud mountings and 81-0"for 110 p.s.f,for HVIA RFFORT.PDF t working in unison.See sheets 7,11 and 29 respectively of Created by Independent Third Party:Yes t Installation drawings for other spars and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracts(cap COMBO-(Non-HVHZ)-Drvig 17-106 and bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No FL389 R9 11 AMERICAN Still ITTFR SYSTEMS ASSOC INC, Approved for use outside HVHZ:Yes IyRAYdir1C 17.106 BERTHA HV Af CORDfON SHUTTFR Impact Resistant:Yes SYST.PD Design Pressure:N//1 Verified By:American Test Lab of South Florida Inc. Other:Large'misslle.Max. 16'-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 12, Evaluation Reports 25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC..INC. DRAWING 17-106 PRODUCT EVALUATION REPORT PDF Created by Independent Third Party:Yes ! h ucN tie,r. f,�;;yy)jl iLiir Sfan>'Rnmf T r F na�(,"n.••PSd-nfl7•fA2A The State of nonoa is on NVEW employer,t"nvnnht MOA)n I15t�ry,a ur ROEL11 .:;eaxily� S�atB,m_rot trnr8nt i Under Florida I4W,omad eddreaae5 the public record).It you do not want your C•Inal!address reteosed In rLspon)e to a vubiic-tucoroS reliue5t,do not 58nd Clectrun't mail to this cntttv.Instood,pentad tiro ottfac tri Roan¢Of by tMOlUonaf mait.If you have any questrons,please contact M UI.1395.•vur9udot to Settan 455.275(1), Florida Stawtes,a fe0nm Wooer 1,2a 12,ticeas8cs limnted under Chapter 45S,F.S.mutt provide the ocpartmerit mth an entail eddres5 d they lwve are.the erpall5 pfovida!o play be used for of kCW c9mmunicatian Ion the l C fneea.Itotyevar atnall oodressG are puu,c recant.If you do not w15b to supply a personal address,picaac provide the'Deponrocnt wah an 8mail address which can be mode avadabte to fro publle To delettn;ne it you are a Itcer,5te under Chapter 455,F.S.,VLa5a click h rr. pfopuctApproval Aecoptto I , I GENERAL NOTES: 1,BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(PLED.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE NSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,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(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU is, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1: HV BLADES C17& BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(AS.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR MIND LOADS WAS HAT.USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD=1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEMS ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD WAS BEEN VERIFIED IN ACCORDANCE WITFI 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 -FIN BLADED 90214.01-03,00715.01-03,#1004.01-05,$1214A1-05,g0317.02-06,#OED9.01-10 AND g021O.01-11 AS PER TAS-201,TAS-202 AND 7AS-203 PROTOCOLS AND AS IA E-1886 AREA 2: HV BLADE I7 AND HV WINDOW BLADE A AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1,2&3)&ffT220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE (WHERE APPLICABLE) -HV WINDOW BLADE 9 g0505A1-08 AS PER ASTM E-1986 AND E-1996(MISSILE LEVEL D.WIND ZONES 1.2, 3) BASIC PROTECTION ONLY AND#0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTM ELEVATION& NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/SLOCK SHEET 6 2.HV BLADE AND HV WINDOW BLADE & ARE ENGINEERED TO WORK N 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.V.ACCORDION PINS (HV SCREWS) USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14x2.75°AND#14XI.7S"RESPECTIVELY, 410-Fir MINIMUM SERIES CENTERMATE DETAILS NG SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 Hai TENSILE STRENGTH.FINS SHALL BE COATED WITH BERTHA HV DACROSHELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENITERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED YM14 AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. END CONNECTION DETAILS 1-6.CONCRETE/BLOCK SHEET 10 4,ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 I.1 AND 35.7 ksi FOR ET MINIMUM MAXIMUM SPAN TABLES SHEET SS 6005-175 ALLOY. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 72 5,ALL.SCREWS TO BE STAINLESS STEEL 304 OR 316 AM SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. 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:HV BLADE D 12,13.14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE©&©i WORKNC IN UNISON: 12, 73& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12&X.WOOD SHEET 18 S.THIS BERTHA M.Y.ACCORDION SHUTTER SYSTEM REAPS A US.PATENT 86779,582.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 WINDOW BLADE 6A1 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 COMPONFNT EDGES WHICH REMAIN,THRU FASTENING N CONTINUOUS CONTACT'WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10,EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE MIEN WARNING NOTE:WRING PERIODS OF HURRICANE WARNINGS HOME OWNER.TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL.HV AND HD AREA 4: HV WINDOW BLADE In ONLY CENTERMATFS AND ENGAGE OR LOCK ALL HV AND HD LOCKS. � 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 VM SECTICN 1709.9.2 OF THE FLORIDA BULDING CODE 12.BERTHA HY.ACCORDION SHUTTER SYSTEWS 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,(a)THIS PED.PREPARED BY IRS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D..PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVAUO 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(ED.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.ED.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D.SHALL GEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 111LI��. �•. �r+�3 02017 TILTECO,INC. (�2017 EASTERN METAL SUPPLY, INC. 4. ;rash A BERTHA HVTM huttr System A.S.S.AA■ KV Accord/ORR W O KV. WNDOW MADEE American Shutter Systems REV*N DESCRIPTION DATE DRAWN BY. LC. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. t OLD 15-085 7/27f1 DATE: 07/27/17 8399 tUY,SSth.St,Ste.309.NROMN COR00.'S,FLCRSA 531E 4268 Westroods Drive 2 —;=4 —r. Phone:(305)871-,550.Fox:(30S)871-15J1 DRAWING No �•0 1 �� a-maa:tlllecooeol.eom West Palm Beach, FL 33407 3 ss�o.aa��v.N 1f�` HALTER._IIDLUT j,P.E. 5 SHEET —�o� P.E. SfxAi6MAY6RE/DA7E FLORIDA De. aa167 6 1' OF 20 ` CS'o 1DR N.•aG'x Ev><© s N VPP.1'rS 1.918• 14 'f •� c�,v �r o of M4c n 1.200' .2SA ei�.g. OA54'41�/�"�1 CI S S1I a1 4.371' 7 5 4.385• 3 1 I 0581 Orr' 4.657" HV SOLID-BLADE '37s' Q, ' 0 HV SO•�180' STARTER HV UNIVERSAL FLOATER s! ``' QUALIFIED FOR USE W/ COVERED,UNDER US PATENT# 545&1 9 QUALIFIED FOR USE W/ HV BLADE 1) 04 HV DIRECT MOON HV BLADE Q1 1A WI DON/ LAD s 6005-T5 ALLOY AND TEMPER IED FOR USE V! HV 6063-T6 ALLOY AND TEMPER BLADE-SEE LIMITATIONS F USE OF BLADE 1A N SHEET 19 6063-T6 A OY AND TEMPE _jp r 6063- ALLOY AND TEMPE 3-226• 1.Sea' - - i�' q '11�I o ---^-----ff-__'- nt! 1 I rm'\• ..6 er 2.670' 56" .94 t.O O' .670- 072 842 4.897' 8157 2.09 4.436' 12 nn 7 � `n 370 HV ADJ. ADAPTER W/LIP i• 0.072' e20 5' .- + 3.226" QUALIFIED FOR USE tv/ HV 8,HV WALK-OVER TRACK 6�HV ADJ. FLOOR_TRACK 6063-T6 BLADED QUALIFIED FOR USE VJ/ HV �HV TRENCH TRACK =255' 3.75D' ALLOY AND TEMPER BLADE(f�) QUALIFIED FOR USE W/ HV QUALIFIED FOR USE tV/ HV 6063-T8 ALLOY AND TEMPER BLADEt t)ONLY. (:I� HV RAINGUARD BLADE( 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER nI VARIES rn 1.936' BLADE 1 1' 1.915" 4 I VARIES 6063-T6 ALLOY A 0 TEMPER Mac oa. 1.917' 0 1..033' .100 g I�08S' 0 11 .C83• po �3. .095' C{ n • 01 n 1 mo�J 1 .093' Y .09T a .060' 0 60' I n',I 670' 3 1.686' AZ1a 670 r '� 3529" 11 HV CEILING HEADER (1 HV HEADERISILL 131 HD CEILING HEADER/SILL Q LIFIED FOR USE VJ/ HV BLADE( ONLY, QUALIFIED FOR USE lY/ HV BLADE(1�ONLY IRTYY��"" 6063-T5 ALLOV AND TEMPER QUALIFIED FOR USE 4V/ HV BLADE 14' WALL HEADIERISI SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE'N/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE D ONLY. T' 6063-T6 ALLOY AND TE ER r i COMPONENT A B T1 T2 Y t 27 1 2' 0.125' '� (D 2' S'MA%.{ 7/e" 1/8' t 3' 3• 'j0.C90' r/ { 1:.) i 2- 5'MAX.3 0.lo2' 10.192' 16 SIDE ANGLES B 1s z.s- 7'MAx. o_,sa• o.19a (ZU1 CORNER POSTS QUALIFIED FOR USE W/ HV ALUMINUM ANGLES O pUAUFIED FOR USE 4Y/ HV BLADE 7Q QUALIFIED FOP. USE PJ/ FI1! BLADE C 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. 155 1 2' 5'MAX- 0.139" !0.131" 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER {I FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone 02017 TILTECO,INC. 02017 EASTERN IRETAL SUPPLY, INC. . � �d BERTHA HVTM fTiL ECO �N�. A.S■S.A. Accordion Shutter System /y// • FLv. #i w/oR w/o H.v. yntmow BLADE ^ �q( !?! I 1' TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems Ev.No DESCRIPTION DATE ORAi1N BY: LG T TATE(�} 63S5 O.W.aft.5t..Stc 305.VRG U-111T.1110 AA 3316 ASSOCIGtlOn1 Inc. , OLD 15-OBS !27(17 w1E: 07/27/17 n 4268 Westroads Drive z � ��•ram----�1 Pfto�a (305)877-iS30.Fmi:(305)871-1531 DRAWING No +(` •. �ORIUP �44,`� a-m H:ot...0.0- West Palm Beach, FL 33407 3 1 7-1 07 �Ssn .......•.. \1 11 EB-00067t9 4 0 ` LS`�9' 1 WATER A.TRLR Jr.P.E. ¢� �T Il FLDRIDA lie.1 44167 5 SHEET _- - P.E.SE 1 j�itA�J AE/DATE _ ---- - 6 - 2 0F 20 .4S7E" E.660' ,929' ' 1C2/47•Y-P02.)0 a1/�3.•8 75"�i o..)] 1/4�n-2U CA ST74$ 0.334 TYGFJ4� HKOUSNG $�•I 1/n4lI- � V FADED CAST m HOUSM ENUOE(�LBAKED P�-MM 5N50 8r.0 RN . LE 1,325' • MSS CYLINDER E CrINDER o� 0 54'(0) I ' .O^ aTED1(CNRDbP ( ME-LATER) 21 �A �.D 2 HV F OA G N ,a V 5-�^ HV 0� EG ES C QUALIFIED TOR &UONLY QUALIFIED FOR USE W/ F(V QUALIFIED FOR USE VJ/ HV 60B3- R pUAL1flED FOR USE VJ/ HV BLADE 1 & 1A ONLY �y 6063-TG ALLOY AND TEMPER`� V COR C R BLADE O7 & LA ONLY. BLADE lO& ®ONLY Z.87e QUALIFIED FOR USE VI/ HV BLADE 1 ONLY -I OD_ 518^ 6a63-76 ALLOY AND TEMPER PAC HEM '� 18' 1,75r" 6 .922 ' 4.045" �32 MOLDED TO 6 m n -T -'l SCRE111 2.079' 1.753" �� 'Ci—� 2 `v', n •AFTER RIVERNG 1000 t .825` ?� I, BEFOR VETING 1/4 -20 x 3 fA low Ell i ; q S.S. T U B CRE `70-20 V UT* Pm ' I ml Og> _r 'J- ' *SERIES 9444 ALUML VM(2024-T3 ALLG()LARGE FTA1iGE THIN z1 I z7sa• t i.82Yi SHEET NUTSERT.PART j 0820,AS VANUFACTURED BY AVDEL KV MALE "T" LOCK CENTgRMATE PLA'+' FROUT ELEVATIONtj$i C1IEFRY iE%TORN,PARSIPPE Y,NLV:JERSEY U7054 OR EQUAL 2 LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADEQ)ONLY V9 HV FEMAL "T" LOCK CENTERMATE HV "T" LOCK HV ALTERNATIVE LOCK 6063-76 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOf US£ VJ/ HV QUALIFIED FOR USE VJ/ HV BWE(.I ONLY QUALIFIED FOP. USE W/ HV BLADE ONLY W/IItJ B(ADECONLY_ BLADE t ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER � 3.161 - I z" TnuMBNRN C53' m } •` ,43� 1.0' 4 D CYLINDER OR ^� .2T4"m .063 D62' L-m{c 62j KEY CYLINDER .214- a 'I�sx •�. ( ml 1 .545' < n i m 0.875"Min. oi'iI rm 1 .125'M.. '� NT W OCKING ROD 3� ERMATE W HLOCKINGOD '4 ��d & 0°° a •=, m �— QUALIFIED FQ USE 'JJ/ HV BLADE 1 & IA' QUALIFIED FOR USE VJ/ HV BLADE 1 & r-�. 6(163- A _ 6063-T6 ALLOY AND TEMPER Y AND TEMPER 6,331 D 4 INSERT mtt g VAR1E5, 12'FAIN. QUALIFIED FOR USE W/ HV BLADE 1,& 1A T/4'0-2o 515.OR 3/e's-16 t.130' 6063-76 ALLOY AND TEMPER A L THUTd9SCP.EY15. I I CYUNU'eRRN (SEE DETAASi + (--'I OR KEY D° 1.57 Rfin. CYLINDER ��m LOCKING ROD _ «I !' 4 HD LOCK 1.78 Mox• 1 —1 4 e 0 1FIED FOR USE %V/ HV LADE'--7} F{�,� 7�L8��_16 ACETAL ) ��4" 0-20 AISI 304 BY RECENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 6063-T6 ALLOY AND .PER C% _ ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLACE 1 & dA Zs 35J IN ALLATION WILL RE IRE A 7/76" HOLE THUMBSCREWS QUALIFIED FOR USE W HV BLADE O DRILLE AT TRACKS F PROPER EMBEDMENT OUAURED FOR U yj HV BLADE 1Q / FLONDA BUILDING CODE(Hon High Velocity Hurricane Zone 1111j"& A- Tj/i!��+ W 17 TLTECO,INC. C�i"2077 EASTERN METAL SUPPLY, INC. a' P 3C BERTHA HVPf Accordion Shutter System = IL E INC. .S.S.A. H.V. BADE#1 W/OR W/O N.V.WINDOW BADE American Shutter Systems Ev.N. DESCRIPDOH DATE ORAYRJ BY: LC. • T TILUT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 15-085 7/27/1 DATE: 07/27/17 tr nn 1 8355 N.W.mr,St.,Ste.305,YSiGLb.0 GARDMS.FLORDA 3316 .p 8T1iTE Phone:(305)871-1530.Fox:(305)671-1531 4268 Westroods Drive 2 Oe� a-mea:Cd1eeDBOa1.e4 West Palm Beach, FL 33407 3 DRAWING No �lJR4Dp`: .a'(L�.� EB-0006719 4 7— 07 V pp'.}.�..•••••••`!.� L1 WALTER A.T1WT Jr.P.E. V�y \v,IA FLORIDA UC.Q 44167 s _ .SHEET - - - --_ P.E. SF�Lf S �fA}1Rc/�DAiE - 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HVD, HV CE 41 r 400 A .1875" -1 n-J Kv BLADE 1 Q HV BLADE 1A W'UNDWI SLIDE 0 9912 '62S -gig 01- ;.. , ! Z� BLADE'S .0625-4±'875" Y HV LONG RECESSED NYLON BUSHING KNUCKLE 4 i i C) (TYP) 0.06 HVSHORT RECESSED NYLON BUSHING FLAT PORTION RI.750 HV N OR 8 NYLON HAT WASHER '-0 DCIEF40� 3750" @ x Z87ST x 41 W WHEEL CARRIAGE AJST 302-303 SERIES '�'/C/ 0.870-0/16- THICK NYLON WHEEL- W 2 7/8-PA KV WINDOW CLEAR 300 L-1315'0 SEPARATION sm(EEN .06257-A 3.75GO' 0.188"0 AJS1 302 SERIES S.S. RIVETS BLADE Ll @ HV 1 314-ACCORDION PIN 'N/ #8 HEAD EXTERIOR! PEN114GS :t 5 3/4" Sr_Cjj�tj C) ON C-1—". .7500" 47 11�2-1/4 @ I HV 2 3/4- ACCORDION PIN W/ #8 HEAD 4�1�tt ,�4 7 5-0 CLEAR EMUEE BLADE AND POLYCARBONATE IMPACT RESISTANT HV WINDOW —LAPSN TYPICAL HV WINDOW B POLYCARBONATE HV WINDOW DETAIL (D OR(9 or N.T.S. 111 WECUINOTE FOR E (DOR 'ACT RESISTANT HV WINDOW Q REMENTS) SAYER MAKROLON 3103 POLYCARBONATE qCE RESINS, UV-STABILIZED GRADE OR SABIC KV PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR To auDE Bott At INNOVATIVE PLASTIC LEXAN 103 RESIN I 6 (D OR (SEE NOTE -F- ON SHEET F w 'fy (1) HV PIN (p SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ W(D OR POLYCARBONATE SOURCES FOR A EXTERIOR "V © BLADE. TYPICAL SHUTTER ASSEMBLY APPLICA-21E RESULT TOPICAL FRWE� ST.MARI) We wc.anc N.T.S. 1-514V PIN©2 OR � �AT R (2) HV PIN (9 MAY BE USED IN LJEU OF ®AND ONLY AT EXT RIOR BLADE'S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W1 HVO (SEE NOTE"FOR VECRC GRAAM ASM D7W 0.0-3 IV"* 0.043 b/in BLADE WHEN CORRESPONDING TO INSTALLATION 11", SHEET 7. REQUIREMENTS) 04 - MME rao STmn ASTU D63a Mw p.a 935o P.v FLEXURAL SYR04TH AT NEW XSf11 D790 12400 psi. 13400 -L (3) HV PIN @ OR (@ W1 1/2" O.D. 1/16" THICK S.S. WASHER FLEXURAL WOMUS ASNA D790 31--CCO Fl-i 245.000 p.,L SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 6,> III WA 'UNC-M UC0 ASIM D256 a"-VL, 17 SHEET DO; SMOKE Dam& ASVJ DOW 472 e45 M AUkX WHEEL CARRIAGE DETAIL RATE OF M.G ASPJ DQ5 C-I sassC-1 CLASS #EL C NffEMBLY LAYOUT SELF IW:RtCN ASNA D1929 1040 gEO -,,W-ERN: ASTM G155 MJ'.E GITvR.`Cf11 LATER WTATF:MNG AM 6'S' m ";.9302 Psi e P Ill) HY BLADE SOLID & CA HY WINDOW BLADE DETAILS TD4StE STRESS BEFORE ASN,M L 8461 p.� I MO"IJ N.T.S. aDj7F77uai ma's FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone, 02017 EASTERN 02017 TILTECO.INC. METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System IL ECO ,Nc. A,S.S,A. KV. BLADE#1 W/OR W/O H.V.WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Sysiems REV.No DESCRIPTION DAME DRAWN BY. L.C. - 07127117 ' 07/21'/'7 1 Ph- (305)871-1530. FLOR.I. 4268 Westroads Drive 2 3318 Association, Inc. I OLD 15-085 (305)971-1531 DRAWING No ........ it West Palm Beach, FL 33407 _E3! -10 4 ES-COCS7 9 JV�ALFER A.ZU-rr Jr.P.E. 17 7 ....... rLORVA f 44167 5 SHEET T 6 P.E. SEAL/SIGNATURE/DATE 6 4 OF 20 ' ;5.��a 11 tR�^3 ua's-��n,`3.exa"4, !an�yq'- a •�,a *NOTES ON HV LOCKS AND CENTERMATES: A B C G C - 9 4 N 5 T U I tl tii'ce •5 1. MANDATORY CONDITION it: ONE HV LOCK(&or @ SHALL BE USED AT 7/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INST TIONS T ANY ! 4 ELEVATION, HV LOCK Dr�^MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED'TO VI OR g, L CENTERMATES WJ/(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. 05.@ , y, PATIO IF DESIRED•FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO FIV i6 m LOCKS 2 ,q9 OR Q§MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR V.SHALL BE AS INDICATED ON NOTE(1)ABOVE LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. - Dy 1 ! V 3. OPTIONAL CONDITION 92 OWD ONLY WH NDATORY CONDITION #1 OR LIMM MAN i �I-�11�W/iW0 H.V_ LOCKS) LOCKING RODS� ARE NOT REQUIRED AT HURRICANE POSITION, BUi MAY Il ° ¢�'ox .¢:lbjcav4 Ci�41� /''� °i 25 BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS 3f��' OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION), 4. MANDATORY CONDITION 02:ONE HV LOCK 0 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN S 99{{ �-� �C AND INSTALLATIONS AT ANY ELEVATION.HV LOCK L25 or t�SHALL BE USED AS AN OUTSIDE OR INSIDE LACK, ATTACHED TO�a CORNER CENTERMATE W!/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS 5 '�A r AT TOP& BOTTOM SHAH BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. No RDr-WIC MmmUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. j v— n P I TES Ji D »� oee �4 5. + '$$^gn� S Qg 22: ONE ALTERNATE VA LOCK G MAY 8E USE*IN UEU OF HV LOCK or 2,�FOR ANY SPAN AND i3� INSiAIlATI0N5 AT ANY ELEVATION.ALTERNATE LOCK¢8 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT i Y__ OF 1/4"0-20x3/4'S.S.THUMBSCREW TO�OR g CENTERMATES SHALL BE MADE V!/ 1/4'0-20x3/4'ALUM. � } Roo-I+vD RNNUT AS SHOWN ON SECTION HVE. SHEET 8.ONE LOCK SHALL BE USED AT 7/2 OF SHUTTER SPAN OR TWO =g Asa V �_P` LOCKS AT 1/3 OF SHUTTER SPAN_ �iV1 8,unNne70TN CONOffTO'Sa FOR KEYSTONE MOUNTING INSTAIIATiONSa ONE HV LOCK�or Q3'or C6 SHALL BE 1 I� USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW!1/2 OF SHUTTER SPAN FOR SPANS UP TO 98',AND FOR INSTALLATIONS AT ANY ELEVATION.HV LACK`E7 or 25 nr MAY BE USED AS AN INSIDE OR I OUTSIDE LOCK,ATTACHED TO�;or g SYMMETRICAL CENTERMATES W/(2) 1/4-20% 1/2'LONG FLAT HEAD S.S. SEE END J , 1 S M.S. LOCATION OF LOCK SHALL CS OME AS INDICATED MANDATORY.NTYPICAL SHUTTER ELEVATION. USE OF LACKING RODS DETAILS ON D OR 0 6S W/d� CONNECDON j r E H I J K L N v 0 R Y W % &ET�1P.FULL IM � . 1 *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. J OF CORNER 7' SECOND ALTERNATE TO Y-ANDATOEM CONDITION#11 VALID ONLY FOR W-r I OCK AND CENTERMAJES a AND CENTERUATE �g•• ONE ALTERNATE FN'!'LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS 2,�OR¢$FOR ANY SPAN AND INNyS"ffALIF'ION AT ANY ELEVATION.ALT&NATE LOCK 0_VAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT 1 c:rL4+cx©'l oR$�cR 10•�_ OF LOCK CO INCLUDES USING REINFORCING LOCKER 2j,AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE 101,QS)D+(112),C3)- 7},C m CONNECTED TO CENTERMATES CB AND @ W/ 1/4 0-20% 1 1/2' LONG S.S.THREADED BOLT W/7/8'0 x 3/32' 'w WINGNUT OR W/ 1/4"0-200"S.S.M.S. INTO A 1/40x 5/8'RIVNUT. LOCK MAY BE INSTALLED AT AIIOSPAN OR 12" ,D•(7j+!�/rnLOJ•t-) 18I- MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS gS' TOP AND BOTOM IS MANDATORY_ (5 J,CR 1 J.-4 08,C-t 4 1•(,71- ®.11�.1 s•0- /sl,P5 t 2,�g *NO ES 0 CENTE 1 HD LOC�_- W�HO CENMR4AM c3}�77R 33 W/43 ONE ALTERNATE HD LOCK MAYBE� USED IN LIEU OF TYPICAL (j i HV BLADE SHUTTER ELEVATION HV LOCKS(� AN (F,- OR V FOR ANY SPAN AND INSTALLATIONS AT Y ELEVATION.ALTERNATE HD LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK OJ TO ff�3-IS W/3 98 x 3/8"F.H.S.S.M.S.,AND INCLUDES N.T.S. REINFORCEMENT INSERT i�AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC.SHEET 10_LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW!OR ABOVE MIDSPAN,USE OF LOCKING RODS OSI IS COMPLETELY OPTIONAL, j ""�� ORI A BUM! CODE( on igh Velocity urricane one ILL'Q1.. /J• 02017 TIL7ECD,INC. 02017 EASTERN METAL SUPPLY,INC. �' ��c�nts' ��a BERTHA WTI 1 L E C O N SSQL Accordion Shutter System A tLv. 0_aDE#1 w/OR w/o H.V. BLADE ,9� / /�• 7} American Shutter Systems UV.Ne DESCRIPTION DATE DRAWN By' LC. TILLR TESTING & ENGINEERING COMPANY �� oY 3 TUT.36:h.St.Sta.305,tVt4lVW CAROLNS,1)DFLORIDAy1E Association, Inc. I OLD 15-085 ]7/27117 DATE 07/27/17 • 'C ISMS Fhone:(305)871-1530.Fox;(3051871-1531 4268 4Vestroods Drive 2 DRAWING No e-mok Uleeocw!.com West Palm Beach, FL 33407 3 -V�•'•.T.....•'r\'�1111 EB-0006719 4 1 7_,�07 L � /!T7 WALTER A.TILLR Jr.P.E. FLORIDA U.$44167 5 SHEET _i P.E. SEALJSIGI�A`fURE -- /DATE 6 - --5- 0F 20 POURED CONCRETE -J—CONCRETE ANCHORS POURED (SEE SCHEDULE ON' OR CONCRETE BLOCK POURED-�, CONCRETE-, REQUIRED / 1/4'a-20xJ/4'S.S. SHEET 13) CONCRETE ANCP.ORS MACHINE SCREJS CONCRETERFAUIREO \. REOWRED FCR J_) / (SEE SCHEDULE ON I'--1.-....�•`' CONCRETE ANC I j" \ 17 18 R�A EYS't0.NE(SEE eze,Te,C©ON SHEET 7) i /�SHEET 13) NUTS a 12,O.C. (SEE SCHEDULE 0, SHEET 13) '� 1, I �� MACHINE x3/4"S.S. OR 4 I / % j EC.�.1 Eft MACHINE 1 4-2 ' E EO i' __ 1 I USMC 7/4'-20 NUTS I � .1 2'.�.j.�_ 19 I ,� 0 12"O.C. f. / O O E.o a /2 /' r I I 50 Mox. �.' -� Oa 1$ ____ } 13 OR 15 1 _ I, y I / // E.'p,a�/ r' ;I r250' .250'Mos. I% `.%/ \ II MOL / / `-OPTIONAL J 11 / OPTIONAL i Ni:3PWAMR t I I TO -ti�FE['J/L£�A17 `I R 1 � + �' E70SI7tJG�- IACL SEPARATION TO GLASS EXI IN aJ ` 19 Jin I 1 I 1 C1a55 I (SEE SCHEDULE ON SHEET 11} RACES W&to MUt.SEPARATION TO GLASS I it 1 -(SEE SCHEDULE ON SHEET IT) EXISTINC 1 t I I I C�HV WALL HEADER INSTALLATION A HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION + KEYSTONE EXISTING , i MIN.SEPARATION TO GLASS CLASS—, 'L��' ' 1 OR 1�� i 1 i , 1 � G� (SEE SCHEDULE ON SHEET it) 'f �(KE I 1 1 79N.SEPARATION TO GLASS ( 'I lJ ' 5 u� i t1 me I 1� `(SEE SCHEDULE ON SHEET ii) i 1 arus�a i y EXtVXG I ; DPnotwl. T , GLASS I I f ]E.D.�' KF EIAaI,; 1/4•Pox.L11 'oPnorJu t' ' ©5 ED 1/4"0-20x3/4'S,S. 1 ( Wo. I PH7LL1P5 TRUSS HEAD /' i 1/4-0-20x3/4-S.S.PHIWPS E EQ--1 _, CONCRETE ANCHORS ) % MACHINE SCREWS USING L_--.G-' TRUSS HEAD MACHINE SCREWS SEE SCHEDULE ON '—CONCRETE ANCHORS 17 1 S 1' 1/4--20 NUTS®12'O.C. ( 4//1/4^ 20 NUTS® 72'O.C. (SEE SCHEDULE ON SHEET 13) ' � Sting POURED CONCRETE--, SHEET 13) POURED CONCRETE J '.,, OR CONCRETE BLOCK OR CONCRETE BLOCK j--`i ! IwNCRETE ANCHORS REQUIRED WALL REQUIRED HV WALL SILL INSTALLATION (SEE SCHEDULE ON (�F HV WALL SILL INSTALLATION POURED CONCRETE—I SHEET 14) OR CONCRETE BLOCK. T'lALL REQUIRED � HV WALL SILL INSTALLATION NOTF FOR CrMBINATIOY OF SFCTIOVS: INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL S4.TTTER a E. D.= EDGE DISTANCE ♦SEE LIl4TATIONS OF USE FOR (^' } ASSEMBLY \1J HV BLADE 2-h!OUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 73) BIADf 1A�ON SHEET 19 IN AFT/YIAY TO SUTr ANY INSTALLATION. j FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone •••-•• 02017 EASTERN METAL SUPPLY, INC. ,\� •• •• r1'• "�jc>A►SF'' �'= D2077 i¢TECO.INC. BERTHA HVTIA .4 A S S A Accordion Shutter System /rIDEC01INC. . H,V. FADE#1 W/OR W/0 H.V.WINDOW BLADE � � I American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: L.C. Q o TILIJT TESTING do ENGINEERING COMPANY (�•t. Association, Inc. I OLD 15-085 7/27/17 DATE: 07/27/17 (GiR)ll�: \� 1y 6355 NYJ.36 A t,Se.305.\'dGJA CiSD N5•FLOWDA 3316 4Z6B Westroads Drive 2 �sr•_.....• ��;— Phone:(305)571-1530.Fox:(305)671-t551 DRAWING No _ p �R) 1 e-=1:fltec0000Lcom West Palm Beach, FL 33407 3 s701VAL� � EB-0006719 i•'`�,I' WILIER A TILLR Jr.P.E. 4 rLORLA Uc 31 44767 5 SHEET P.E. SEAL/SIGNATURE/DATE I - 6 6 OF 20 -- TOURED CONCRETE ANCHORS i we�PePJ.Txv 1 "�0R N T N I 1 CONCRETE (SEE SCHEDULE ON SHEET 13) RECU rG aus( r xx EXISTING `Ti ISSEsrtoDtF my trn I 1 42ED FOR g GLASS—� ' i srs_T tq X t I� + EDGE OF ;SLAB IF �f :�,�+ '•� 1,---E 0'!f /.• APPLKAbLE EXfS1tNG O/ yD s Fl I _ t Min sT crc�va5cs mu e I i g i 1 r(SE SC•61u5. `� ' tt ARTERNATE� ING� . •"['`EO ``, !/ ANCHOR LOCATION • y tOx3/4"HEX WASHER HEAD EDGE OF 1I 1 S Gft t 3 D T 5 3/e Lsav TEK SCREWS&! 12"Q.C. /' /J SI!$IF I 3/e?iGc, CONCRETE ANCHORS ,p.• f r %• ; + f t I f r APPUCFBLE i i e (SEE SCHEDULE ULE ON SHEET 13) t 1 EO/ / 4 , �,' + /,• / .f f tEWE EXISTING ' SUB 1F - GLASS ) !C EDGESert, —i. +a•r t/2 I t 1 f :•, OF AFPL LE ,- AnFUCAELE Icz srcwrru E AEDGE — POURED TO CAs(SF. I /pp !• .�,r POURED I � E 0.J CONCRETE FLAT HEAD CONCRETE ANCHORS 'SOffDGtE aF 9sEY POY)REL7� [-. `- I" r. CONCRETE Llf REQUIRED (SEE SCHEDULE ON SHEET 14) ....'Io 99V - �i OR :)JJ� CONCRETE R'sOWP.Fp F[AT READ CONCRETE HORS T3AfF50'Jr+ ( REQUIRED - E.D: ^•- c-M" (SEE SCHEDULE. HEEF 14) 11 TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D. J HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING &FOR SPANS PER 0 HV CEILING INSTALLATION % HV FLOOR INSTALLATION t SCHEDULE#3, SHEET 11 EXISITIG SEPMADGN i i CONCRETE ANCHORS - GTa56--i 10 cuss I- —(Sa s_r1Ecw --' (S SCHEDULE:ON f 1/4.0(Iw tR�tr�x TAFCav W/ cv mm- I') I O I lJ i ) f Aova71[Eo 1HR-MF(1131 j av•xFEt IO 9 EXISTING i 1 i I EXISTING -r_ ? _ TMOMLOGI OR 1/4'a POTERS 1/4" �(I I. I EXISTING,_.( i S}1 t i GLASS t rr,N.s¢P.r>aWt m aAss i i / 11yL ffff �SS� � FlS1Q:ER$TAFFi7tt AttCHORS W (' GLASS 1 -F'PE sFa�ulE ci.•I.TET itl `.( —FIDp—TO tU6s ,1 1 3/4'".E4EFDXdF)lf O 6' 1 1 D i i i t -1(11E_.Et QI 6xgT Ii) 0-i QL FOR UP ID G-O'�M1/!VD r\,IALL l i I t !f I' � 9- cr FOR SPIVS IMGER � I 4' M4XSEAANr ATASHEET it FUR UtGTATXX F,l 2- MAX3 DR 15 t ��`/14x.3/4' HEX HEAD.-!: -0-2r3/4-SS u5TEK SCRE195 0 9'O.C, ,/ ----- 7 J!e i"r#14y3/4-S,0.5, I i ----- I i i )i 1/a' . ' T.1/4-e_20 NUTScolicRETE ANCHORS _ - . 61 z-oA.OR 1/4.0-20 S.S.M.S. t 9'0.C.VV/NUr 0 9-Q.C- (SEE SCHED•JLE OSf 1/2 - TR NON SSRATWE L /_ .____ _ N. TRua(OECORArIV< �'.' i i' / SLAB \/: `` `EDGE OF .#14x3/4-F:H.S-D.S. •'" MIN. POUR=LTI,YCREJE ,/ ' APPLICABLE �" CONCRETE ANCHORS NOTE 1]G] �'`� B 4"Q.C. REOUuiEO .0 CC POURED CONCRETE (SEE SGHEDI/LE ON ON SHEET t( \ SEE NOTE 73(E) 7 i 0 �' POURED CONCRETE— ON SHEET t REQUIREOR p ETE BLOCK SHEET 14) OR CONCRETE BLOCK --�'f, REQUIRED MO KEYSTONE MOUNTING INSTALLATION OPTIONAL) POURED K HV WALL FLOOR INSTALLATION I/A)MIUM A.S.D.CFSIGN PRESSURE;+G4,72 psf CONCRETE Q © HV WALL WALK-OVER INSTALLATION kA Od d SHUnER SPAN B'D REQUIRED 1 HV RAINGUARD INSTALLATION t xQM1 t THIS INSTALLATION SHALL B NOTE FOR MLIBINATIQ4 OF SECTIONS; REMOVA&E WHEN PERFORMED ' "`E.D.=EDGE DSTAttCE SEE LTRAT(ONS OF USE FOR ADJACENT TO AN OPERABLE EXIT �A I-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE ELADE`&ON SHEET 19 INSTALLATION DETAILS W/ O HV B LA D E ASSEMBLY • J IN ANY PAYNG SECTIONS CANTO SUIT ANY NI STBELOTIOtBINED 11L�: ,A A. �„��,^ FLONDA BUILDING CODE(Non High Velocity Hurricane Zone' .2017 TLTECO,INC. @2017 EASTERN METAL SUPPLY,INC. v SF •, BERTHA HVTIA * 0. A S A Accordion Shutter System 1 L E C O i■c. ■ RV. RADE#t W/OR W/0 KV WINDOW MADE ^ 2 TILLR TESTING & ENGINEERING COMPANY American Shutter Systems REV.N DESCRIPTION DATE DRAWN BY: L.C. •. (Q e Association, Inc. I OLD 15-oas 7/27(1 DATE: 07/27/17 055 H.W.16th.n. Ste,105.VR5,%A GSROEtS,RORZA 3310 FAone:(305)8 tilt ,Far:(JOS)871-1531 4268 Westroods Drive x DRAWING NO a--maa Ez 0006710 eom West Palm Beach, FL 33407 3 1 7-107 @'ALTER A.TLL(T Jr.P.E. `^�"1•J�sJJJt FLORIDA Dc.#44167 S 51'{�ET_ P.E_ SEAL/SIGNATURE/DATE - -= - -- - --- -- - - -- - -- -- - -6-- - - -------- -E OF 20 E END WALL CO ECTION D I ON SHEETS 10 18 SEE NOTES ON LOCKING ROOS Q.HV LOCKS 0°r 2® oUT 90 IN r [NSTALLAT[ONS W/ 1 HV ** Na hUERM1 ATE kN 0:1 SHEET 5. I —E%ISTI.tiG SS GLA BLADE SLOGS DETAM1,fitr IS VA11a FOR ALL BLADE W HV CENTERMATES CENTERMATES. APPLICATIONYIOH BtAADEC 'I OR 12 SEE END WALL CONNECTION 1 ' 10•©5°''1©•6-6-6 w EXISTING GLASS DETAILS ON SHEETS 1 ©`O \ ©5.,84RQ•©8°R®•O7 - --------- --- ----------1------------------------ -� 2'xz•x,001.-2' ®.®cR(•^}. °�19•� 3 i/4" 7• 6 1/2" 7" _ (E063--i6 ALL ALGAL `L:1 `L1 ARGUE WI(Z)1/4•0-TAPCON @.®___ - .- j 1/2- OPPOSING i r SYMMETRYCAL ANCHa11s TO coNCRErE 1 CENTERMATES CENTERMATES (TOP/60T7Otn)& 810x3It'S.M.S.33 42• I W/ HV LOCK r ('Lb) I MIN.SEGLASS PARATION I (a)ysaxl/2'sa.Ls.To 1j) O.C.FULL LE 12-HT. i 1 kV LACK or 2�5r` To SCHEDULE AT EACH A%GLF-(TYP) 1 J} *_ (SEE SCHEDULE FIN ON s�eEr 14) � rF j - '--------- - -- ----- --- -- ----- --- -�-- ----- : 1/2� Z. 1/2" ��-4 `D m\01 LO c 1 d 20 ! OUT ®� 0•O°R©*1'.� ,©*T©aR HVIC [••)VA a,+,,((��eR 6 7 B ,0+t °a POURED CONCRETE OR © V.J O O O © EXISTING GLASS CONCRETE BLOCK WALL a'U7 1©cR®*a•� 1 ,0* 15°+ 3°R 1 cR [POUR RED cuss4c ' SYMMETRICAL IN rnrv.�ARArION— cuss t CENTERMATES To cuss rJ * j (SEE SCHEDULE B -(--jet- W/ HV LOCK K 2 OPTIONALL(D g . g�t,9+ 3�"+) , g oN SREE7 i t) .•'r { TO GLASS FJIN-SEPARATION` (INTERIOR) O © O © O _ (SEE qE A` --_.—._ A_N'CjH_OR_S 'SCHEDULE OPTIONAL --_-- _---_—___ CNCRETEON SHEET o uT -16'O.C. 3 VARIES VT OUT 20 .i i 6 1/2"MAX.SLACK OUT `� \� (EXTERIOR) HVE HVF** HVD „ „ >�Af� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ,,1 `Q• ,.••..••••. 02017 TILTECO.INC. ®2017 EASTERN METAL SUPPLY,INC. BERTHA HVTM A■S■s.A■ Accordion Shutter System KV MADE#, W/OR W/o H.V.WINDOW MADE American Shutter Systems EY.N L.DESCRIPTION DATE DRAWN BY: c TILLIT TESTING & ENGINEERING COMPANY Q 6 Association, Inc. 1 OLD 15-095 /27/17 DATE: 07/27/17 �: �•.�_ 'ti 6355 A.W.381R St..Ste_'05.MRGM WRMS.FLOR:DA 331E Phone:(305)871-1530.Fax:(305)871-1531 4268-Westroods Drive 2 DRAWING Na \ ,1� a- 0:UQ°°° West Palm Beach, FL 33407 a S7dNAL� �;1tj4 EB-000671D t �7-'07 ' .......... tYALTER A TILUT Jr.P.E. `......npr FLORIDA Uo.t,44167 5 SHEET_ ---_-------_ P.E. SEAL/SIGNATURE/DATE------_-----_-- -- -------------_---- - - --- — -- e 8 OF 20 ALTERNATE INSTALLATION W./HV "T" LOCK HV MALE/FEMALE "T" LOCKS CENTERMATES 8 9 & LOCKERS 0) W/ t i� HV BLADE SEE END CONN=ON DETAILS ON sHEEFS ,o � ,8 INSTALLATION n HV BLADE OUT EN `t` G G Ass E Ed).C-rA1 Mr.INO:^ATED ON 111<cET 6, W/ HD CENTERMATES p AS h.1L AS asvFf6nL ROATmc ELAOE©DETA`KD-Mo. 7 „®a©•� �� ®w =T m TFrs sl�Er.rar eE usm waN rN's uTEavn OFf'11115 ON SHEETS 10 h 18 9 y w e 10• scc END WALL CONNECTION 1gg �ID-�J�®•®�+©•®w DISTk-IATIDN ORaL HYG SNM.v RI THIS SHEET. (EO&1-T62`KLO�A11n1. 1 O~®m •®a�• 35 ur.IL x D)I/••e Tocon s/s- (OPTAVAL) �4* (OF=-0 __- { A." TD CSVCF �__- ____-_ _�--�_-_ ___ (TOPIBCT70!4 L__----..----__.__--_------._____-___.-----.__—�--•��-_._-_ .- (4)g[Wf/2'$L.S.TD iUEE 'SLfS.O 12- O.C.MLL LEI�GNT. * � PINBN(7YP.) I N PPlS(TYP.) 3 \ Y1L Sr3MA1'CF AT uuv ANo(E.D*F) FIN _ A TO GIAST 5 3 3D LOCK(INSIDE) 1 T a/• —_.Li I1 a�`TrO i / Ifl NSI l5 I �.J 2 29 1 1 1 -0 ``J OUj 31 oR 3�2 33 31 DR 32 31 oa� 35 31 aa©2 �J" 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4 SEE NOTE 6 FOR NN LOCF 35 OUT (GPDcaALI HDC—HVC • * W/ 7/8"0 x 3/32" WINGNUT. (cPnD`uL)HDB-HVB r Lcac,ON srEr s. SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES ©0 HV ••T" LOCK (OUTSIDE} 26 � W/ C�*7 LOCK (INTERIOR) HVG* W/ fS LOCK (EXTERIOR) - Qt LOCK { SERIE$9<44 ALOIIRMA [10Z4-T3 ALLOY)LARGE FLP=T'..11N 1©w®w©•O7 w0a10•®0° SHEET lgrSERT.PARr$G622. I0• 5 w AS MAWFACTLUZE ,PARSG'PG f EW JEFSEYY %O.O ®'TI.:J'-©•®°i 07054 OR E00AL O O•©wO O•®w -—- — � �50 *:.Et:FnTEs cv IncArx FDcsQ a lo®Laus au saa s T V KG.i C k`0-KN Q -1-lll ALu w ALL aL CLNrruurs5 u+PLIC Trc:rs w?w EuocO HDD—HVD•* FLOATING STACK JlJJIPlyry ej A FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 1 ,e• ''^ 02017 TILTECO.INC. ©2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM 0.4_ A S S A Accordion Shutter System L E C O 1 HC. H.V. BLADE#1 W/OR W/0 ELK WINDON MAM -4 American Shutter Systems e,-N DESGRIPnGn DATE DRAWN BY Lo j TILLIT TESTING & ENGINEERING COMPANY 7, G(• , Association, Inc. T OLD 15-08s 7/27(1 wrE: D7/v/17 • ,� 6355 N?Y.35th.Sk Sle.]03.VIR"MA GARDENS.FLORIDA 3318 'l i�.•' 4268 Westroods Drive 2 Rhone:(305)871-1530.Fox:(305)871-153T �SHEET ING NO S/ "........�\ ,11` a-wall:ceecocaoLcom West Palm Beach, FL 33407 3 7_(07 _OVAL 111 ES-CO06719 4 WALTER A.TIWf Jr.P.E. 'AL SIGN FLORIDA Lk.If 44t67 5 P.E. SEAL/SIGNATURE/DATE -9.OF-20- - UCONCRETE —POURED CONCRETE POURED CONCRETE A OR CONCRETE —POURED CONCRETE OR V OR CONCRETE OR CCNCRETE 1. — /. - =%CRETE BLOCK BLOCK IVALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED EXISTING GLASS —EXISTING GLASS CONCRETE ANCHOR'S --EXISTING GLASS _2"MIN- EXISTING CLASS > @) 16-O.C. 1. 1 -Z Will. .17 IAN.SEPARATICU <1 �I , TO CV.Ss(SEE WN.SEPARAX[Oft MA-SEPARATION EaL SEPARATION SCHEDULE ON S= To GLASS(SEE ED TO MASS(SEE I IT ECR MADe(DAm 10 CLASS(SEE E. HEDULE 0:4 SHEET SCI-EDULE OCJ S,[EET VAX. ON star 19 FOR 1",FOR MAD�a)AM)SCHEMAJILE ON SHEET 1/1 6,ic3 I I FOR RADE OAND I I FOR UADDE(K)AND (6063-T6)C ONT. EVDES V2 ON i��l 1�FOR (LOCATE AT ON SHEET 19 FOR ALUM.CLOSER BLADES 0 EIM DE MAEAS 0&(D PLATE. (LOCATE 1/2 AT EITHER SIDE PAIl OF SLOE 1/2-MIN. OF(D) .7.USE I'OR 2"NIAX //11 -ij APPUCABLE)x2�x1/9%V-2' -—-—-— IlDxl/2'S14-S. ALUMINUM CLIP ANGLE (HIT A Gy- `_�N)O.R (0'-. #10gl/2 0 16'O.C_ --—-—-- (6063-TS ALLOY)AT MIDHEIG O 16 D.C. (1)#10.1/2'S�V!S.TO(D 4 (2)1/4-0 TAPCONS ANCHOR TO WALL AT I-O.C. (LOCATE SEE 0 ECHER SIDE OF(D SIDE CONN ON (�'OR ETAIL X FOIL) ECTI ((D R SEE DETAIL X FOR I .- ­­­ a 1 OR SIDE CCNNECTIa%O 6OR SEE DETAIL X FO 4 'CC I Ito To 'IEC SIDE C.0NTRACKN 10, TRACKS I L "Cn3) END ONNECTION DETAILDETAILEND CONNECTION DETAIL(D END CONNECTION DETAIL�j) END CONNECTION IL - 14 REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' PC RED CONCRETE OR EXISTING 4 —EXISTING GLASS CONJCRETE BLOCK WALL/ REQUIRED GLASS 4 1 ITO.1/2-S.M. I L mm SO IS_ G TO GLASS(SEE Ir..O.C. LSN.SE�ARATION y R@OR(qOR SCH—ZDLLE ON SI-EET (i�,ETE 1/2-tA TO GLASS(SEE <---- CONCXkETE IN. SCHEDULE ON SHZET'11 FOR SLAZE(DAlz R OR(90R(g CH S=. 19 FOR ANCHOR 0 11 FOR ELADECAND 4 ------- @ EtArAS(D&Q <> 12"O.C_ ON SHEET 19 FOR L----- - OR(p CONCRETE eLADEs Q (9 EQ a 16, D.C. MIL Y7 i . L_1/2-M.ILL- i. /t EOOft®0 OR 2'WN. 2'MIN. SEE LIMITATIONS OF USE FOR 0 OR(90 OR(1_� BLADE©ON SHEET VA 5 I1/` OR DETAIL (OP OR (gB' POURED CONCRETE OR END INSTALLATION CONCRETE BLOCK VALL REQUIRED 1 HV BLADE OR 16 HV WINDOW BLADE INTO CONCRETE OR 'CONCRETE BLOCK WALL. ENO CONNECTION DETAIL(5) C8)-6_8)-@-@-@-@Ae NNECTION DE TA FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone" ...... a C2017 EASTERN METAL SUPPLY, INC. te 02017 71LTECO.INC. BERTHA HVT. 7 L77E7C 70a:N:,_ \ Accordion Shutter System A,S,S,An KV. aADE#1 W/OR W10 H.V.WINDOW MADE Shutter Systems qEV*No DESCRIPTION DATE DRAVIN ft. L.C. TILIJT TESTING & ENGINEERING COMPANY American Association, Inc. t OLD 15-OB5 RL!�� DAM 07/27/17 155 N.W.3511,S,,Ste.305.VIRCM GMEKS.FLORDA 3315 PhOn :(305)871-1530.F..:(305)871-1531 4268 Westroods Drive 2 —DRAWING No 'YALTE West Palm Beach, FL 33407 17-107 EB-0006712 4 R AROTj1r,P.E. FUMA U.f 44161 5 SHEET_ p E- SEAL/SIGNATURE/DATE 10 OF 20 SCHEDULE #1 SCHEDULE JT2 SCHEDULE #3 MAXIMUM SHUTTER SPATS "L+"OR 'L-' MAXIMUM SHUTTER SPAN* "L+' MAXIMUM SHUTTER SPAN*"L (ft..). FOR INSTALLATIONS W/ M I A OR I-" (ft.) FOR +" INSTALLATION ATION ND • NOTES: CENTERMATES. @ &@ or or NSTALLAWNS W/ R 'L-" (ft.} INSTALLATIONS W ONE H.V. LOCK or ��33 or y� or W SYMMETRICA FN M CONCRETE & i L+: MAXIMUM ALLOWABLE.SPAN FOR A GIVEN / E7 �y N T t & MANSORY WOOD POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK ®W/ NO LOCKING PODS 5 or ONE W LOCK or 6 Or & W/ ONE Ft'V LOCKS OR 'N/ NO LOCKING L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERLO 28W 29 LO ONE Vl/ NO LACKING RODS WALL A B. C, D. F. M, N. , P, Q, A.S.D.DESIGN PRESSURE RATING. H!�"T" LOCK 30 W/7W0 L0�}NG (SEE NOTES,t.ti) '�RODS MOUNTING F. K & L R. S, &V. RODS 35 TOP & BOTTOM 16SEE (VALID FOR V.CJUTtNG Ft (2) PROCEDURE TO DETERk11NE MAXIMUM SPAN FOR CONN9FM,�1��77c�gg tt //�� SHOT 7) FLOOR/CEILING G. H. 1, 11. J 1 1,30 RFSrAUATIONS V CONCRETE&W000 MOUNTING T, U. tV & X Y)ALL MOUNTINGS (TOP/BOTTOMI) OR FLOOR/CEILING: blg6tutt wrwnt DESIGN CONCRETE & M , D.PRE 0°SL"N ASD•rscGn rtWALL OUNTS ASA.D�Ia. INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, � E Y/ALL NOUIIRPJG FLOOP./CEILINGS WALL uDUrl1R1G Pq£55uFE Pa°41G IIOUMING Rnivc & �,.� FLOOR/CEILINGt70'lt17uCG DETERMINE MAXIMUM SPAN "L+"FROM SCHEDULE. (P-Q FLOOR/CEWtS MOUNTING lasq OR GIVEN A NEGATIVE.A.S.D. DESIGN PRESSURE.RATING; - (+OR-) (r ca-) FLOOR ••,LL MOUNFPIG DETERMINE MAXIMUM SPAN'L-"FROM SCHEDULE L i (ft) i L-(ft) L* 01 1 L-(It] L+ (ft) I L-(I) L 4 (a) L-(i;) V MAX11dUM SHUTTER SPA14 'L+'OP. "I_-'FOR 30 OR LE 16•-0^ 16'-C" IV-0" 16'-0" 30 16'-0' 16'-0' 30 16'-G" tE•-0' tNSTP.LLATION-a INTO WOOD SHALL BE LIMITED TO FINAL 144AMUM ALLOWABLE SPAN IS EQUAL TO THE 3.9 74'-t0- 14'-10' 15'-2" t6•-G" 35 1+"-10" te'-70` 35 25'-2" 16'-10' 105 pef.A.SD. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN"L+"AND 'L-". 40 13'-10" 13'-10' 14-2" 15'-2" 40 13'-10- 13'-10' 40 14'-2" 15'-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1" 13'-1^ 13'-4" 14'-3" 45 13'-4" 13'-1" 45 I -4' 14'-}^ t HV CORNER CENTERMATE#3 MAY BE USED AT ALL COMBINATIONS 01 BETVIEEN WALL MOUNTINGS 50 12'-5" 12'-5" 12'-8" 13'-7" 50 12'-5" 12'-5' 50 121-3- t3'-t- MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS VI/ FLOOR/CEIUNG Fd0UNT1NGS: 55 11'-10' it'-10' t2-F" 12'-17- 55 17'-t0" it'-10- 55 POSITIVE il'-lf' SHALL BE AS INDICATED ON MANDATORY CONDITION g2 FOR A GIVEN POSIT AS.D. DESIGN PRESSURE 60 11'-4- IV-4" IT'-7" 12'-4- 60 11'-<' 1V-4" 60 10'-2" 10'-11' NOTE#S.SHEET 5. RATING: 65 10'-10' 10'-10" ii"-1- it•-11- 65 10'-t0" 10'-lO' 65 9'-5" 1D'-1' DETERMINE: 70 10'-6- 10'-6- 10'-9" 11'-S- 70 10'-6" IO'-6- 70 8'-9' 9-4- Lt+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS, 12+- MAX.SPAN FOR FLOOR/CEILING MOUNTING 75 10'-Y 10'-1" 70'-4" 71'-t' 75 70'-1^ 70'-t' JS - 8'-9" ( EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. 80 9'-t0" 9' t0'-0" 10'-9" 80 9'-10" 9'-10" SPAN'L+'OR'L-"AND MAXIMUM A.S.D.DESWG 85 9'-6" 9'-6' B'-9' t0'-5" 85 9'-6- 9'-6' PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 90 9'-3- 9'-3' 9'-5' 70'-1' 90 9'-3- ]1'-3' OR CONCREIE BLOCK SHALL BE UNTIED AS FOLLO415: DETER 95 9'-0' W-9' 9'-2' 9'-1a" I- CONNECTIONS TO KEYSTONE MOULTING DETERMINE: 45 9'-0' U-= MAX.SPAN FOR l•/ALL MOUM141CFG INSTALLATIONS. 100 B'-9' 8'-4' 9'-0" W-7- LIMITED TO +64,-72 P•s:f. AND 8'-0" SPAN, SEE 160 8'-9' MOUNTING M ON SHEET 7, L2-= MAX. SPAN FOR FFAOR/CEILING MOANING 105 8'-7" 7'-1 t' 8'-9' 9'-4" 105 8'-r INSTALLATIONS. 710 8'-4- 7'-7- W-7- 9--2" 110 8'-4' TNAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2- 7-3- W-4" t 8'-11- 115 8'-2" SEPARATION TO GLASS SCHEDULEMINIMUM BETWEEN "L,+. 'L2+", "Lt-'AND "L2-"120 8'-0" 6'-F1- 8'-2' W-9" 120 8•-0-125 T-10" 6-8' 8'-0" 8-5 125 T-10' (4) GO TO ANCHOP.SCHECULE 1VITH FINAL MAXRdUM130 7'-8" 6-5" T-IV 8'-I- i30 T-8' ALLOWABLE SPAN AND NEGATIVE AS.D. DESIGN MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7' 6-2 T-9 T-9 135 7•-7- WIND ZONE SPACING. 140 7'-5- _s-tt" r-r r_6- 140 7'-s ASTM E-1996 SEPARATION 145 7•-3- 5'-9" Y-S' 7-3" 145 7--3- d1I TO GLASS 150 7'-2" 5•-r 7'-4' 7*-0" 150 7'-2" 155 r-o" s'-5- r-z 6'-9 Tss r-D' t THRU 3 160 C-11' S'-2" Y-T- W-7" 160 6'-4 t" 165 G-10' S'-T' 7'-O" 5'-4- 165170 6'-9 4-T i 6'-11" W-2 170 6'-9"180 6'-T 4-9 6-9 6-0 175 6•-7" O �"� BLADE I80 6-6' <'-8^ 6'-8 �-f 0" t80 6'-6'185 6'-5- 4•-6- 6'-7" 5'-B' 185 6'-5'190 W-4- 4'-� V-6- V-B' 190 1 O5 6•-3" 4'-3' V-5" 5'-5" 195 6'-3" 4'-Y 200 6'-2' 4'-2- 6'-4^ i 5'-3' 20O V-2" 4'-2' ZOS 6'-t' a'-t' 6'-3- -1' 205 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' ..............T t G2017➢LTECO,INC, 9)2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM A■S■S■A■ Accordion Shutter System H.V. BADE#1 W/OR W/O H.V.WINDOW BLADE wap s 71LLIT TESTING & ENGINEERING COMPANY American Shutter Sysfems E„-N,7 DEscwPTIDN DATE ORN&N BY.MUOY. L.G. ��'•.,- R>^^ ly`�� 6355 tJ.Y(.761n.9t.,Sta 30.5,Y4:GrnA GA'�EN$FLCADi.3318 Association, Inc. t OLD 15-085 7/27/I DATE: 07/27/17 --c-�{T{{}�,:^-^cy�+r'•-i Phone:(305)871-1530.Fax:(705)871-1531 4268 Westroods Drive 2 N. \Z 417 e-mo'r.:eat—o t. m DRAWING No J1 r,p ,It Es-CO36719 West Palm Beach, FL 33407 a u/O1tlM���G' WALTER A.TILUT,.P.E. 4 1 7-1 Q!y FlORIW U.#44167 -- __ --- - P.E. 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O , mmmmmOn000=na0na0Em;lmm0 � n0000OO�LEOMMn ap summon m 70MEmEN SusanmnIOon wou ma0ann _ � • � EE3m�EC1r0nnn�[31nL�0nn0�Emn00nn000Ff7E9aE�EiaO II1mn00n00E¢llanaaonam®nnalE�oE{71E7o0EE70napEE3nEE�oOnoEE7EE3lil0E�an0 • • • E�m�EEa0no0E�T11E3000nn00mnor�n�omi7n0 �00®00O0��npp 000nmRon • Eaz1EEE1 Z===EfaE�¢�nnnvnnEEamn pp nnE�n1E�EE=3muo n0n0n0mm0n000nm53ESSE M�PEE9v=SHE(EE UMMnn00nKNIRNMM mmx=n= BOMBa�snMmM[=nzi0nonnamnsE3=MM0 =on0 n0nnmm a®00ooOEE3lEE1•EE;1I mF�©EE�EFEti7EM�EoM1iEM Op Mann�®an0Mn0mnn=M=MpdS nnIDAnOnnOOmm"onMn3�7 �Hv�Oor9a al�REMa�oopomovoN�nEa�i1O1EE;al�000mEEaniEzolov000000nomn©o� m00i3O�000000Ov0i>r0A0�O0�Q�000VOMMElMV000OOOM�OQO00 iJ�.., • .r .• . rr .1 E 0 SOM MAXIMUM ANCHOR: SPACING (in.) SCHEDULE FOR A GIVEN mAX SHUTTER SPAN SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES AeD DESIGN NEGATh'f PRESSURE Ramv[`AND A CORRESPONDING MOANING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTAL ATIMS (SEE MOUMtNGS E:G.&H art SHEETS 6&7) 1,ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONCIEIE/CONCRE E HOCK POURED ODUCRETE (A) TO EXISTING POURED CONCRETE(Min.Vc-3 W) L1AXIS M QE WALL SILL MOUNTING ©CEILING MOUNTING O FLOOR MOUNTING -1/4%TAPCON OR TAPCON VATH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX.(Min.f'c=3 1.*,) SPANANCHORS SPACING LEGEND - 1/4-0 X 3/4'ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECOILTY COMPANY. (Mim f c-3 W1 (R) 50 DEcsN tr<11ytNE FiR55fRE RUING ,DEMGV MWIVE r'RMEE PAB:IG DE`76N 1TGUfic FRESSta RAI=(psi) - 1/4-0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.Pc-2 kvi) TAPCON OR 30 40 60 75 90 t2O 160 205 30 40 60 75 90 120 160 205 30 40 BD 75 90 120 160 205 TAPCON IY;TH ADVANCED -1 /470 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTEDWIT BY ALL N SHUTTER SCREW,BOLT&SPECIALTY COMPANY OR atvY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHARER SYSTEMAS ASSOCIATION,INC 14 t2 10 9 1 8 B fi 55 l4 i2 t0 9 B 8 6 6 td 12 10 1 9 8 B 6 6 THREADFORM TECHNOLOGY (bin.C.-3 k5;) 3�-O' 14 i2 10 9 8 8 6 6 Ta TZ 11D 9 8 6 6 6 i4 12 10 9 8 B 6 B ALL POINTS SOLID-SET OR ITS$ 14 t2 f0 e 8 8 B E 14 12 f0 9 8 B 8 6 14 12 10 9 8 8 6 5 BLUE TAP W/CAP �T 14 72 10 9 e e 6 7 14 12 t0 9 e 8 1 6 6 14 12 10 9 B 6 6 B At)MINIMUM EMBEDMENT INTO POURED CONCRETE OF WC04 OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 8 7 5.5 3.5 14 12 70 9 8 e 6 6 t4 T2 10 9 8 8 6 5 TAPPER+ ANCHORS IS 1 3/4%AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 14 12 10 9 8 B 8 6 14 12 t0 9 8 8 6 6 t4 12 10 9 8 8 6 55 14 f2 10 9 8 8 6 4 14 12 t0 9 e e 6 4.5 to 12 10 9 8 5 4 35 A2)MINIMUM EMBEDMENT OF 1/470 x 3/4'.ALL POINTS SOUR-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO EMBEDMENT - T4 12 1D 9 6--8- 6 4S T4 12 10 9 8 a 6 5.5 t4 13 t0 9 8 8 6 45 INTO STUCCO STALL.BE PERMITTED. 1/4.0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINONIA SHOULD STUCCO 14 12 10 9 7.5 55 3.5 - 14 12 10 9 8 8 6 5 14 12 10 9 8 7 55 4 •SEE uu.TA':0:6 CF tF.E FOR EXIST.AND t'MINIMUM FOR WALLS WITH NO STUCCO. la 12 /0 9 B 8 6 6 T4 i2 IO 9 8 8 6 $5 74 I2 10 4 H B 6 4.5 91AOE�cV StCEi LS 5-0 f4 t2 16 9 II 7 4 - t4 T2 to 9 9 6S 5 J5 t4 t2 10 8 65 5 3S 3 A.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE.FOUND ON THE E%iSi1NG WALL OR FLOOR, 14 /2 t0 9 8 7S {S - U 72 t0 9 e e 6 f5 a 12 to 9 e fi 4.5 .75 ANCHORS SHALT.BE LONG ENOUGH TO REACH THE MAIN STHlJCR1RE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 t2 95 75 83 4.5 - - t{ 12 10 9 e 7.5 55 4 14 12 10 9 B 6 43 3.5 NOTES At)&A2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6'-0 T4 t2 f0 9 e e 6 - f4 TZ 10 9 8 e e 5 14 12. 1D 9 8 65 5 3.5 INSTlLLLATION R7fa ETFS WITH METAL STUDS SEE SHEEP 20. fa t2 f0 9 75 SS 3 - t4 L2 t0 B.5 7 S.5 4 S to 12 8 6.5 55 4 3 14 t2 10 9 e 6 - - t4 12 to{ . e 55 5 3 is 12 8 85 e 5 4 - (B) TO DQMNG CONCRETE BLOCK:(ASTM C-90) 14 12 B 65 55 3 - - 74 12 TO 9 8 5,5 4,513.5 74 12 10 e 7 5 3.5 3 - 1/470 TAPCOH OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. 14 t2 8 , e 8 - - is 12 f0 9 8 - s 4 14 12 t0 9 77 55 4 3 - t/4b x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. 7-0' is t2 f0 a 65 4 - - 14 72 4 7S 6 4S 35 - t4 1G5 7 55 4.5 7S - - - 1/4'0 BLUE TX-CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC 14 f2 t0 85 7 4 Ta 52 10 9 '7S SS 4 I- t4 t2 9 7 75 45 - - -1/4'O TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC..AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY fd tt 7 SS 7 - - 14 22 L 10 9 75 5S 4 - to T2 9 7 6 4.5 3 - COMPANY OR ANY OTHER APPROVED UCENSED OR AUTHORIZED VENDOR REGISTERED WRH THE AMERICAN SHUTTER SYSEFAS ASSOCIAMOTI.WC. 8'-0" iS 12 f0 9 8 65 - - 14 12 £O 9 8 6 4 - t4 t2 10 8 6.5 5 5.5 = NOTES: 14 12'e5 7 .5 3 - - 14 t2 a 6.5 55 4 3 - 25 95 6 5 4. 3 - 8.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP VI/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON f4 12 95 75 6 14 12 9S 8 65 5 - to t2 H 16 65 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 95 6S 5 3S - - - 14 12 1D 8 63 5 - - T4 12 8 E5 5 4 - - 9'-O• 14 12 t0 9 8 - - - T4 12. to 9 75 45 - - 14 12 e3 7 S5 s - - R2)MINIMUM EMBEDMENT OF 1/4'0 X 3/4'ALL POINTS SCUD-SET ANCHORS STALL BE ENTIRELY EMBEDDED IWO THE CONCRETE BLOCK.NO 14 11-5 7S 6 4 - 14 11 7 55 5 3S - - it 8 55 4S 35 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 1{ t2 B 6S aS - - 54 12 BS 7 55 4 - 14 105 7 1"1 6 EXIST.AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 115 B.5 5.5 4 - - - - 14 12. 97 6 4,5 - - 14 It 7 15.5141 J5 - t0'-D' to 12 % B ZS - - - 14 12 10 8 85 5 - - to 12 e 6 5 4 - 9.3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, T3 95 to 5 4 3 - - 10 75 5 4 5 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIM STRUCTURE BEHIND SAIO WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 it 75 55 - - T4 1ST 9 B 5 4 - ZS 9S 6 5 4 4 - - NOTES B-i)&8.2)ABOVE FOR INSTALLATIONS ON VINYL SIDNG OR DFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER 105 8 5 14 TZ 8 6S 55 4 - 13 10 6-51 5 4 3 - - FOR INSTALLATION IWO En WITH METAL STUDS SEE SHEET 20. 14 12 10 - - - - - 14 12 9 7 6 4-5 - - 14 10-5 7 SS 4.5 (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHCR'S MANUFACTURER. t25 95 9 12 a 4S 4 3 - 9 7 45 35 3 - - 14 10 7 - - - - - u 10.5 7 5.5 4S - - - its 9.5 55 4S 3.75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(EDJ VERSUS SPACING RELATIONSHIP FOR ANCHORS. e3 7 4.5 - - - - - t4 1T.5 7S-6 5 - - - 12 9 6 45 a - - EDGE DISTANCE VER�Ua aPACING�GHEDULE FOR ANCHORS• t4 12 f0 - - - - - T4 12 B 65 S5 - - - 13 10 6.5 5 4 - - - 115 85 aS - - T7 8 5.5 4 35 - 8 6 < ] - - LLWMUM ANCHOR SPACINGS ARE VALID FCR EDGE DISTAKCES INDICATED BELOW,FOR E.D.LESS THAN THE INDICATED,REDUCE ANCHOR SPAf.ING 135 95 6 - - - - t3 95 6.5 5 4 - - - 105 8 5 4 - - - BY MULTIPLYING SPACRYG SH77:,N ON SCHEDULE BY THE FOLLCMT, FACTORS. 9 6.5 - - 14 105 7 SS 4.5 - - it ES 55 4.513.5 - - - REDUCED SPACING OBTAa7ED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 14 12 - - - - - - t4 t15 75 6 5 - - - 12 9 6 45 4 FACTOR IOS a - - - - - 10 a5 i 5 4 3 - - - 7.5 5.5 4 3 - - - - ACTUAL TAPCON TAPCON WITH ADVANCED ALL POINT SOLID SET BLUE TAP W/CAP TAPPER + t25 8.5 - - - - 12 9 6 45 4 - - - 95 7 5 4 - - - ♦ pIEDGE THREADFORM TECHNOLOGY MIN_SPACING 8 6 - ^ I- - - - T] 95 ES 5 - - - R5 7S 5 4 - - - 1 HV BLADE OR 14•-0' 74 12 - - - - - 74 105 7 5S - _ _ - 11 8.5 5.514.51- _ _ = E.D. MIN.SPACING 3' MIN.SPACING=3' MIN.SPACING-3 1/2' MIN.SPACING-J' 3 3/4' 4' 10 73 - - - - - 9 7 4.5 35 - - 7 5 35 3 - 1 V LADE POURED CONCRETE& pOLFED CIE �faUE eUXx POURED CONCRETE& POURED CONCRETE&pq¢�C�C%,CR E EUXK IiS B - - - TI B 44 4S - - - - 9 85 4S - - - - - ' WINDOW CONCReZE BLOCK WL ED. 1/T MN ED•21/2' CONCRETE BLOCK CONCRETE BLOCK LDL ED.-S 1/T VA ED.•21/Y - - L^.t.EOvY MN ED.•37 MNM 3' 75 - - - - - - - tt 9 6 - - - - - 9.5 7 45 - -_ - - - BLADE WORKING 3' 1.0 0.90 1.0 0.78 1.0 0.84 1.0 15•-0' 13S 10 65 - _ _ 0.5 8 5 _ _ _ - - _ _ _ g - - - - - - - E5 65 [ - - - 65 5 3 2 1/2' 0.71 1.0 0.51 1.0 705 8 5 - - E5 6 4 - - - - _ IN UNISON 2• - 0.71 - - - D.51 7 - - - - _ _ 4S - - - - 1 3/4' - 0.91 - - - 0.43 - 16'-O' 14 - - - - - - - t25 9.5 e - - - - - 10 7.5 5 - - - - - _ _ _ _ _ g _ _ _ _ _ _ _ 4.5 7 I- - _ _ _ 1 1/2' 0.35 0.35 93 7 5 - - a 6 4 - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone - - - 44�4,,611" •.r.•r� ;r Z a2017 TILTECO.INC. ©20 BERTHA SLIHLVTM �••��VC7�S1'•. �� A.S.S.A. Accordion Shutter System b H.V. BADE#1 W/OR W/O H,V.NINDOW BLADE. TILLIT TESTING & ENGINEERING COMPANY American ShUft®f Systems EV.N. DESCRIPTION DATE ORN"BY: LC. 635I N.W.TES St.Se.70E V ENGINEERING CORD 5,FLOP A Y Association, Inc. t OLD 15-o85 7/27/17 DATE: 07/27/17 t7 �DF36� 4266 Westroad5 Drive 2 DRAYlING No 4� Ph-IT.% :(303)871-1530.Fu- : 1IDDS.7t-1S31 OR ION , e- 0:rit-cPl West Palm Beach, FL 33407 3 "_i07 �i^tS[1 •.,•.... \L 1lV ES-0006719 4 ..47I x\ 11 WALTER A,TILLIT Jr.P.E D� NG % ELaRDA u.,g 44167 P.E.SE A113b 9 DATE r MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVM MAX. SHUTIER SPAN. "c DESIGN NEGATRT PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE MOUNTINGS L J.K&L ON SHEET 7) POURED CONCRETE POURED CON CONCRETE BLOCK ,ANCHORS SPACING LEGEND (I)WALK G%TR& 4 tRENCH J�RNIIGUARD MOUNTING OK WALL/FLOOR MOU,NTMG ©WALL/VIALK OVER MOUNTING SPAN hIOUN..li __ _ TAPCON OR 00 cam hTOMFE Ti.Essu�PNihe(p AM OEStiN WJNE MMW RM3 A OEM KM4TV`-PRES-;E RCING A&M MoR.BEME FREMJEE 9AMG W TAPCON WITH ADVANCED JO 40 60 75 96 120 t6O 2175 30140 60 75 90 120 160 205 30 40 60 75 90 f201160 205 30 40 60 75 90 120 160 205 THREADFORM TECHNOLOGY 14 /2 10 9 8 8 6 6 12 112 12 tZ 12 11.5 85 65 7 7 7 7 7 7 7 &S 5 s 5 5 s 5 5 5 ALL POINTS SOLID-SET 3`-0" 14 12 t0 9 8 6 6 6 52 12 12 12 12 12 9.5 7 7 7 T 7 7 T 7 7 5 5 5 5 5 5 5 5 R LESS 14 T2 10 9 8 8 6 6 T2 12 12 12 105 8 S 45 7 7 7 7 7 7 7 6.6 5 5 5 5 5 5 5 5 BLUE TAP 14 12 10 9 8 8 6 6 12 112 52 12 12 10 7.5 6 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 TAPPER+ 14 12 10 t 8 8 8 6 6 t2 12 12 t2 15 HS 6.5 S 7 7 7 7 7 7 S.5 4 S 5 S 5 5 5 5 4. 4' /2 10 9 B e 6 6 12 12 72 I2 12 95 ? 55 7 7 7 T 7 7 7 7 5 5 5 5 5 $ 5 - 14 12 TO 9 8 8 6 6 12 12 12 95 8 6 45 3.5 7 7 7 7 7 7 6.5 5 5 5 5 5 S 5 5 S -- - - I4' T2- 8 6 6 12 12 12 t2 t0 7S SS 4 7 7 7 7 7 7 7 55 5 5 5 5 5 S 5 5 14 12 t0 9 8 B 6 6 12 12 12 it 9 7 5 4 7 7 7 7 7 55 4 3 5 5 5 5 5 5 4 3 14 12 l0 9 8 8 6 6 12 12 12 12 10 7-5 SS 4 7 7 7 7 7 7 7 7 S S 5 S 5 9 5 5 14 12 Td 9 8 8 .6 6 12 12 9S T5 6 45 35 - 7 7 7 T 7 7 5 35 5 5 5 5 5 5 5 4 4` SEE ANCHOR tF t2 1D S 8 8 6 6 12 12 12 9.518 6 f5 - T 7 T 7 7 7 55 4 5 5 5 5 S 5 5 4 14 12 10 9 8 8 6 6 12 12 1.5 9 75 5.5 4 3 7 7 7 7 7 45 35 - 5 5 5 S 5 4.5 3.5 - SPECIFICATIONS /4 12 SO 9 B 8 6 6 12 12 12 to 8 6 45 35 7 l 7 7 7 7 7 7 5 5 5 5 S $ 5 5 ON SHEET 13 14 t2 10 9 8 e 6 6 12 12 8 6 5 4 3 7 7 T 7 7 55 4 - S S 5 5 5 5 A 3 14 T2 10 9 e 8 6 6 12 12 10 8 6.5 5 .75 - 7 7 T T 7 8 4.5 - S 5 5 5 5 5 4.5 - 94 12 IO 9 8 8 6 6 12 12 /0 8 fi5 5 JS - 7 7 7 65 55 4 - 5 9 5 5 5 4 3 7`-0" T4 '11 f0 9 6 e 6 6 12. 12 12 85 7 5 4 3 7 7 T 7 7 7 7 6 5 5 S 5 5 S 5 9 t4 12 10 9 8 8 6 6 12 10 65 5 45 3 - - 7 7 7 7 6.5 5 3 - 5 3 5 S S S 35 3 14 12 t0 9 S B 6 6 t2 112 9.5 7 35 4 - - 7 7 7 7 7 5 - - 5 S S s $ 5 4 - O VALID ONLY FOR U? TO +70. -75 14 12 t0 4 e 8 6 -[1212 8.5 7 55 4 3 - 7 7 7 5.5 4S 3 - - 5 5 S 5 4.5 35 - - PSF AS.D DESIGN PRESSURE 8'-� 14 12 70 9 8 8 6 - 12 10.5 75 6 S.5 3.5 7 7 r 7 7 7 7 4 5 s 9 5 s 5 sRATING & FOR SPANS PER 4 t2 f09 8B 6 - 9 6 4S 4 3 - 7 '7 7 7SS 4 - 5 S S 5 S 4 3 - SCHEDULE #3, SHEET 11 14 t2 TO 9 8 B 6 - 11 7.5 6 5 _7$ - 7 7 7 75 6 45 - - 5 5 5 5 S 45 - if TZ t0 9 8 e - 1S 7.5 6 5 3.5 - 7 7 65 5 4 - - - 5 9 5 514 T2 10 a 8 8 - - 12 95 65 5.5 4 3 - 7 7 7 7 7 7 6 3 5 5 5 514 12 70 a 8 8 - 8 5 4 3.5 - - - 7 7 7 6 5 35 - - 5 5 6 5 5 4 314 12 SO 9 8 8 - 10 6.5 5 45 - 7 7 7 65 5.5 - - - 5 5 5 5 5 414 12 10 9 6 e - 05 7 5.5 45 3.57 7 55 45 35 - - 5 5 5 4.$ 35 - 412 ftl 9 8 8 - - 11 S.5 6 5 3.5 - - 7 7 7 7 7 7 45 - 5 5 6 5 5 5 5 4.54 12 10 9 e s - 7 4.5 35 3 T 7 7 S5 45 - - - 5 5 4 5 45 35 - - 14 11 tD 9 8 8 - 12 9 6 5 4 7 7 7 6 5 - - - 5 5 S 45 5 14 12 70 9 8 8 - 12 95 6 5 4 3 7 7 5 4 3 - - 5 S 5 4 3.5 - - 9 14 F2 10 12 10 7 55 45 3-5 = - 7 7 7 7 7 T 35 - 5 5 6 5 5 5 5 4 14 12 1019 .e 8 - _. B56.5 . 35 3 - - 7 7 6 5 4 - - 5 5 5 C1� HV BLADE ONLY 14 12 To 9 B B - - it 8 5.5 4 - - - - 7 7 7 SS 4S - - - 5 S 5 S 45 - - 1 4 T2 10 9 H 11.518.5 55 45 35 - 7 7 4S 3.5 - - - - 5 S 4.5 35 3 - - 12'-O"14 T2 t0 9 B - - - 12 9.5 6.5 5 4 3 - - 7 7 7 7 7 6 3 - 5 5 5 S 5 S 45 35 14 t2 TO 9 8 - - - 8 6 4 3 - - - - 7 7 55 4.5 35 - - - 5 5 5 45 4 3 14 iZ IND 8 - 10 75 5 4 - 7 7 6 5 - - - - 5 3 5 5 4 14 4Z S0 9 8 Q5 B S 4 35 - 7 65 4.5 35 - - - - S 5 4.5 35 3 - - 13'-O"t4 I2 i0 9 8 - - - .t5 6.5 6 45 35 3 - - 7 7 7 7 7 4.5 - - 5 5 S 5 5 5 4.5 35 14 t2 f0 9 e. 7 ISS 35 3 7 7 5 4 3 - - 5 5 5 4 3 - - 14 12 td 9 8 9 7 4.5 .75 - 7 7 K5 4.5 - - - 5 5 5 45 4 - - 14 12 t0 9 - l0 7.5 5 4 3 - - - 7 6 4 3 - - - - 5 5 4 3 - - 14'-0"T4 /2 10 9 - - - 0.5 B 55 4 35 - - 7 7 7 7 7 4 - - $ 5- 5 5 5 3 4 3 u 12 f0 B - 6.5 5 3 7 7 5 J.5 - - - - S 5 9 4 - - - /4 Si TIT 4 - B.5 65 4 _ _ _ - 7 7 g 4 _ _ _ _ 5 5 5 4 - - 14 12 10 - 9 7 14,5 13.5 3 7 55 35 - - - - 5 5 3.5 3 - - T5'-0" 10 7S 5 4 3 - - - 7 7 7 7 7 35 - - S 9 14 12 10 - 6 145 3 7 7 4.5 3 - - - - S 5 S J.9 - - - 14 12 t0 - - - - 8 6 4 - 7 7 5 - - S S S 4 - - - T4 12 H.5 fi5 4 3.5 - 16'-O"l4 12. 10 - - - - 95 7 4.5 35 3 - - - 1 7 7 T 6 3 - - S S 5 5 5 4.5 35 14 t2 70 - - - - - 6 45 3 - - - - - 7 65 4 - - - - S 5 4 SS - - - T4 72 10 - - - - - 75 5.5 JS - - - - - 7. ']�L 'h. - - - s 5 4.5 - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' . .... /�.tea 02017 12LTEC0,WC. 02617 EAiT[:RN hfETAL SUPPLY,INC. •.... ��c ,ys •. 4.�q BERTHA HVTM Accordion Shutter System /707kc O 1 N c. A.S■&A. H.V. BLADE#1 W/OR W/O KV.WINDOW MADE TILLIT TES7ING & ENGINEERING COMPANY American Shutter S stems u { REV.N DESCRIPTION DATE ORAVIN BY: L.C. Association. Inc. 1 OLD 15-085 7/27/7 DATE 07/27/17 6355 Im.361h.St,Ste,WS.t'Ct4U W90ENS,FLOAtdA 1356 WING No �+ ;.'• Phone:(JDS)871-t530.Fox:(305)871-1 V 426f3 W 7 estroods Drive 2 DRAWING �7 OW57aoAeom West Palm Beach, FL 33407 s EB-gALtER A TU Jq P.F. .. •• 4 FLORIDA Lk.4^44167 5 SHEET- _ 1P.E.,SEAE�3i(9NATURE/DATE - ----- - ---- - = - - - - - -6 - --- -- - 1 OF 20 i MAXIMUM A.S.D. DESIGN PRESSURE RATING (p s t) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in) SCHEDULE FOR A C,TLVEN MAX SHVITER SPAN NEGATIVE A S D DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNINGS DN SHEETS 16&17). !E3 tJ B �T FR A`T- E OUTHERN PINE No- SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2- MIN. COX 2 11/TAIL G-0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/MIN. G=0.43 V!/ MIN. G=0.36 PLYWOOD �71 GG 510 Y// W/ MIN. G=0.43 Y! MIN. G=0.36 MAXPXM SPAI7(10 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. O & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL NOUN7INCS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS W & X W & X W & X P & Q S&V S &V S&V - ---- .0-rA two,P33malz„0d)Lu Ma IwM FmF iFx1 -_'}sa msm wirf Time:D=(A m.04AI mr-TIT=DMtl 65'31-(=s mm-ff bA%sL m2l=1 wMa UZLC )mk Mat ISFX FMZ EM M M0Iv E-P55i5E M,M lkz lz=BII&fE il:.{,(=I kM nM HOPE MMK FMG LA 30 40 60 75 90 OS 30 4Q 6Q 75 90 OS 30 40 75 90 05 30 40 fi0 75 90 OS 30 4D!60 75 90 05 30 40 60 75 90 OS 30 40 60 75 90 05 30 40 66 15 9Q -5 30 40 60 75 90 OS 30 40 60 75 90 05 '-0"OR LESS 12 10 10 B 8 6 6 6 6 6 6 6 12 to 10 9 8 b 6 6 6 6 6 6 12 10 10 9 8 8 6 5 6 6 6 6 6 5 4 4 4 3 12 12 12 i2 12 112112 12 12 12 12 12 12 12 12 12 12 12 q•_p' 12 10 10 9 8 8 6 6 6 6 6 6 12 10 IQ 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 72 12 12 12 12 12 12 12 12 12 12 11 12 12 5'-0" 12 iD 10 9 B b 6 6 6 6 6 5.5 12 10 10 9 8 8 ( fi 6 6 6 5 t2 t0 t0 9 8 7 6 6 fi 6 6 5 6 5 4 4 4 3 12 t2 12 72 12 12 12 12 12 12 12 12 12 t2 12 11 12 0.5 6•_p^ 12 IO 10 9 8 6S 6 6 6 6 5.5 4S 12 10 10 9 8 5 6 6 6 .5 5 4.5112 10 10 9 6 15 6 6 6 6 5 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 72 12 12 12 12 12 12 12 12 11 IO 85 12 10 ID 9 6.5 a 6 6 6'.5 4.5 4 12 10 iQ 9 5 3 6 5 6 5 4 3.5 12 10 10 7 3.5 - 6 6 6 5 4 3.5 6 5 4 4 - - t2 12 t2 12 12 12 12 12. 12 12 12 I0, 12 12 12 0.5 8.5 7.5 8'-0" 12 SO 70 7.5 4.5 3 6 6 6 5 4 3.5 12 10 t0 6 is - 6 6 5 .5 13.5 3 12 70 10 4 - - 6 6 5 '..5 3.5 3 6 5 4 - - - 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 1.5 9 7.5 65 12 10 10 5 3.5 - 6 6 55 .5 35 3 12 10 9 4 - - 6 6 4.5 4 3 3 12 10 4 3 - - 6 6 45 4 3 3 6 5 3.5-- - - t2 12 t2 12 12 0. 12 12 12 T.-9.5 8.5 12 12 11018 8S 5.5 12 10 7S 4 - 6 6 5 4 3 - 12 10 6 3 - - 6 6 4 ,5 3 - 12 10 3 - - - 6 6 4 .5 3 - 6 5 - - - - 12 12 12 12 L5 9.5 12 12 12 0. 8.5 S 12 12 9 7 8 5 11'-0 12 10 55 - - - 6 5 45- - - 12 10 4.5- - - 6 5.5 35- - - 12 10 - - - - 6 5.5 4 - - - 6 5 - - - 12 t2 12 12 to 6.5 12 i2 72 9.5 8 7 12 12 8 6.5 5.5 4.5 12'-0" 12 10 4.5 - - 6 6 a - - 12 IO 3.5- - - 6 5 3.5- - - 12 10 - - - - fi 5 3.5- - - 6 5 - - - - 12 12 12 7.5 9.5 B 12 12 71 84 7 6 12 1.5 7.5 6 5 4 13'-O 12 16 - - 6 6 - 12 10 - - - - 6 4.5 - - - - 12 7.5 - - - - 6 4.5 - - - - 6 4.5 - - - - 12 12 12 10. 8.5 .5 12 12 10 8 6.5 5.5 12 0.5 7 5.5 4.5 4 14'-0" 12 10 - - - - 6 5S - - _ - 12 7 - - - - .5 4.5 - - - 12 7 - - - - 5.5 4.5 - - - - 6 3 - - - - 12 12 12 9S 8 6 12 12 9.5 7.5 6 4.5 12 0 6.5 5 4 3 15'-O 12 - - - 6 - -)- - - 12 - - - - - 5 - - - - 12 - - 6 - - - - - 12 12. tt 9 7.5 5 72 12 8.5 7 6 4 12 9 6 5 4 - t6'-0" 12 - 6 - - 12 - - - - I- 5 - - - - 1.5 - - 6 - 5.5 4.5 3.5 - HV BLADE OR n HV BLADE W/ 06 HV WINDOW BLADE WORKING IN UNISON* •SEE ULRAttJ`A OF USE FC1 "I Q @i SKEET 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR OR SCUD WOOD SOFFIT SHALL BE AS FOLLOWS 3,SUBSTRATE SHALL CONSIST OF THE FD.S) IQ -SOUTHERN FINE No,2 W/C-0.55(N.DSJ -1/4'P TAPCON ANCHORS,AS MANUFACTURED BY LT.W.OUILDEX W/MINIMUM EMBEDMENT AS INDICATED AT -OOUCIAS FIR W/0-050(LEDs.) EACH SECTION ON SHEETS 16&17, -SPRUCE PINE FIR NORM W/G-M43(N.D.S.) EXCEPIOH:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G-0.36(RDS.) -MIN. 1/2•COX PLYWOOD(1986 ARA) 2-ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SWILL COITSIST OF lAO SCREWS AS PER NOS 2015 SPECIFICATIONS, 4.ANCHORS SHALL BE INSTAL I FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFAMRER, FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 1(1 �.-� /Y, 0`2017 ILTECO,INC. ©2017 EASTERN IAETAL SUPPLY,INC. ttT,�a `"9=. BERTHA H TM A S S A H,V Accordion Shutter System F 3 1 L E C O -MC. . ■ ■ . . BLADE#1 W/OR W/O H.V. WINDOW BADE ' 1 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N. DESCRIPTION DATE ORAYlN BY: LC. 0! ; Association, Inc. I OLD 15-095 7/zl/i DATE: 07/27/17 j ""S U.W.36A-St..Ste.'05.V11 14 GAROM FLOR.G 331 e 4268 Westroods Drive 2 1 PAone:(305)871-15J0.Far:(JOS)87f-t531 DRAWING No a-ma I:Recaoaol4om West Palm Beach, FL 33407 3 E 1 7_'07 -Vs J��'•�......: \'l ,1 B-0006719 4 ��7y1vill VN� TIE WALTER A.71LLR Jr.P.E.L 1T FLORIDA Uc,j 441r" 5 SHEET _ --- P.E. SE ;'Sf,,,,I 6k/DATE ---- ----- -- - - - ----------- - ---- -- -- -6- -- ----- --15- OF 20 -- - INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (D HV & i(A HV* BLADES AS APPLICABLE MAX. SHUTTER SPA L•I" OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE ffl ONLY SHALL I_rNA ,VISH BE LIMITED TO 105.0 Rsf. A.S.D. DESIGN PRESSURE RATING. SEE SHEET 19 FOR MAX SPAN & ' —1/4'0 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON TAPCON 1'TH ADVANCED I THREADFORM TECHNOLOGY --\t`—' II I 1/4-0 TAPCON OR `a 1 p!/i 1/2'hGn.PENE.TRATTIXL �.-�� TAPCON WITH ADVANCED THREADFOR61 TECHNOLCGY -� --"j.--- I OF THREADED AREA TO /' I j vij 1 ij2'1d',n.PENEMAMON OF THREADED AREA 70 EXISTING ( URL SEPARATION EXISTING 6000 HEADER. `=� ! WOOD HEADER(SEE SCHEDULE ON SHEET t5) ip GLIB(fir 1 I 1 1 OR (SEE SCHEDULE ON SHEET 15) �: �+ � + . 4 t 17f4"o-2Ox3f4'S.S.MACHINE SCtED1RE ON 51r<.EiI� ! ,,\ :'r , SCREI9S W/ 1/4'-20 111,5 f--11 FOR EIADE WAND 'o i 1 1 I - ! ® 12'O.C. I ON SHEET 19 FORit \ _ / t'!♦:n.-1-T--11 x i\ EXISTING F ENADES W a;! I i : J —Ep.�rEp•i a CLASS--{� I ! J t s 1 aR15 r e FINK11 fl !4 lrOPnoNAL WALL - ISTINC WIN. i FINISH EXISTIN'G Nvt 9 if4^RroQUI�RED ! ( OR ) LZ'x:'WOOD ^ 1�Sb TAPCON OR TFPCOtJ WITH ADVANCED ODr, EXISTING ! I i I 1 HEADER REQUIRED ) I i 1� 1', }I` 1 1 J `� �iHREADFORh1 TECHNOLOGY W/ 1 1/2' UV._ AUCtt I ) I1 I 1 t�i 2 Girt.PENETRATION OF THREADED AREA TO CLIS (SEE S( I f I `1 ssy` 1\+ EXISTING Y/00D HEADER. �� SFf�'vCt1LE CC _�i7EET I MIN. SETARASICN TO GLASS SEE SCHEDULE ON SHEET 11 I I I it I (SEE SCHEDULE ON SHEET t5) ti FCR ELFO I�JA'�D i ON SHEET 1$ GtJSS—; 27x4'CONT. SILL PLATE REO'D. ON HV WALL HEADER INSTALLATION ' OOHV WALL SILL INSTALLATION M WA DE INSTALLATION EXISDNC �_ MIN_SEPARATION TO CLASS I ! ) I--(SEE SCHEDULE GNON TSHEEET GLASS t) GLASS—°� ' ! /1EXI 57p,R; (SEE SCHEDULE ON SHEET 11) ! 1., EXISTING hT»�1. SEPARATION TO GIASs I t lJ GLA55�� : GLASS---t'I I I noo r�eA (sue sC eH-n�ON SHEET u), "�� I f a S y f I__J ;N311s ._5.5. T/4'0-20x3/4'S.S. 3 6 US NGTNI 4C2G�NUTS MACKNE SCREWS W/ +(' ! T 1 ® 12"O.C. I r +1 WALL ti 1/4'-20 NUTS® 12" D.C. own ORls � 17o,@ Ai %tl�' 2"x4-CO NT' S1 } �• I 1 1 } WOOD PLATE L-E Ea--� P•EWD ! 111 Il 11 ,`'I 1/4'0 TAPCON OR TAPCON VAIH ADVANCED 1l }� I 71iREADFORM TECHNOLOGY 1Y/1 1/2' I 2'x4 CONT. 1 [ MTn.PENETRATION OF THREADED AREA TO I I 1 1 } 1 1 fob TAPCON OR TAPCON WITH AUVANCED �- `�,I '`y }I i I t— I 1 LSILL PLATE -I; \ EXISkINS WOOD HEADER. 14%TAPCO,Y.OR 1 - 1 THREADFOWA TECHNOLOGY tY/ 1/2' }= _ / NOTE: 'IREOD ' �I. (SEE SCHEDULE ON SHEE( 15) .PENETRATION OF THREACED AREA ItRO PL1YlOOD ,� TAPCON WITH FDVANCED I-SEE SNE�4 FOR TYPICAL I + 1 t I IS• Co) 1 I_.�; i I,`—YlALL FINISH l It l (SEE SCHEDULE ON SHEET 15) EXISTING MIN.2"x4' PLYWOOD REO \` ��1/2FO EN''IRATION OF 2-W MY SECTIONS CAN DE SUDS Ol 16'O.C.MAX.J THREADED AREA INTO PLYWOOD COMBINED IJ ANY WAY TO 1/2'M.N.COX PLWN000 RED'p. REp'p_PLYt:OOD TO DE YlAT1 F4115H�(SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. HV WALL SILL INSTALLATION -EXISTING v.N,2'x4"STUDS a 16'O.C.MAX.REO'D. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH 1'nTH SECTION 23G8 OF THE EB.C. SECTION 2306 OF THE &HV WALL SILL INSTALLATION ♦SEE LTLTQATONS OF U_OF P HV WALL SILL INSTALLATION P.R. 61ADE JA of SHEET 19 rpprf3NVAref FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone, II�F. �il I 92017 TILTECO,INC. Q 2017 EASTERN METAL SUPPLY, INC. ;:L�c=tvs�•• v BERTHA HVTA Accordion Shutter Sy stemA S S A� KV.BADE I #1 W/OR W/0 FLV.WINDOW BLADE TILLR TESTING & ENGINEERING COMPANY American Shutter Systems .H. OESCWPiIOtI DATE DRAWN BY: LC. A Assoclattan, Inc. 1 00 Ts pes 0 7/2 7/1 DATE: o7/v/17 6355 M..36N.SL,6t,305.MRVIA 6 ROENS,FLOR+I.0 3316 �' �: FhoOe:(305)871-1530. (305)871-1531 4268 Westroads Drive 2 DRAWING No •:�� I��::`-� �ti a-maa-T�Lero9RaL�a� West Palm Beach, FL 33407 3 ` •......... y T1 EB-0006719 1 O7 ��S�11y. �`��ITII WALTER A.III- Jr.P.E. 4 _ 1 __- P.E. 5 Vtfd �j"f} fDATE vLawoA u,p u167 6 SNE6 OF 20 I INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & I& HV♦ BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE C)ONLY SHALL BE LIMITED TO 105.0 Rsf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX WALL FIC511 SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADECl)& A WORKING IN UNISON f4 I TAFCON ORCED F' {^E EQ- 2 L:IY— !� Min.)EXISTING THRCFADFOR.14 �ADVANTECHNOLOGY WOOD(BEAM REQUIRED. e!I1 r` - I �_ - EDGE (IF APPLICABLE) �T STRUCTURAL ADEQUACY ' OF t i/Z"lAin.PENETRATION 1 4'a-ZOX3 4'SS. _ o _,� OF THREADED AREA TO / / OF EI0571NC WOOD BEAM I, `t IXISTI\G 1Y000 HEADER I' PHILLIPS TRUSS HEAD TO BE CERTIFIED BY ` - i EX15T1NG 1Y000 `N MPCHrJE SCREWS ,•i• ` I _ / (SEE SCHEDULE ON SHEET 15 }�tln.� REGISTERED ENGINEER OR '-EQ EQ < '�!". —i _._— TRUSSES OR ) VJ/1/4'-20 NUTS ARCHITECT PRIOR TO ,�.T-- r ,..---�♦ rE 1 ® 127 O.C. SHUTTER INSTALLATION.. I+ 1/2- .�• ♦ 1f2'-V RAFTER®24' 19 I `.'` j• O.C_REQUIRED fW j1 _ t/a'P TAPCON OR !- -- .-S —_-- / 15 TAPCON S'ITH ADVANCED f i I. ♦; / _ / EXISTING SOFFIT .257" THREADFORM TECHNOLOGY ! 1' 3/a'Max.7HK. 1/2'1ln.PENETRATION -r 'r 14x 4' EO 1'0'x1 8-CONT.ALUM.TUBE I J tY I( EQ EQ 1 3/ ♦ f OF THREADED AREA TO ♦, SJ6S. ,C III (6063-T6 ALL"W/ �,� 1 �OPTtONA1 EXISTING WOOD HEADER. r SEE SCHEDULE ON SHEEP 15 A� 'm 6"O.C. ( 1 Or 13 Or 19 E)5ACH/16"0 LAG SCREWS TO ( } O O LOCATE tITAGRSCREWS OR UAT —1�1 or 1©or 15 I IAIDWIDTH OF EXISTING WOOD .EXISTING MIN 2'x4' 1 I I / MEMSER (2-Min.NOMINAL EXi5T0JG HEADER REO'D OPEN HOLE AT EACH-/ WIDTH)W/2'Aim, GLASS MIN.SEPARATION TO GLASS 1 STUD TO ACC-cPT Lj PENETWHOH OF THREADED 1 (SEE SCHEDULE ON SHEET 11) EXISTING 1 5/16-0 LAG SCPEV! t" K AREA VALID FOR -'I 1 AT CENTER OF TUBE ( INSTALLATIONS WITH 72p6r t. 1 I r MAX.A.S.D.DE51GN LOAD A' ITO ASS(SEE i EXIST44VG v_.L RPARQ=1 N 9'-0"MAX.SPAN.THIS OS HV WALL HEADER INSTALLATION ) al Er GLASS—j TO CLASS(SEE INSTAL-TION IS ONLY VALID ""1 II rCR M IM ♦ 50fo;LE Cu SHEET I I FOR WOOD Wf MIN.SPECIFIC 1 Cot maw is Fa. N Q OR !11 c � ' cRAVITI OF 0.50 AS DOUGLAS N Sha7 19 FOR NOTES: I aAJ�(ne fl. ( aELAES O)ua ((''��♦ FIR OR SOUTHERN PINE Na.1, I-SEE-SEE Sf1flr 4 FOft IYPICFL STINKER AS l 1 OR 'L7 OR EQUAL. 2-1Jo S, !SECTIONS cr BE coMBLVED T,HV CEILING INSTALLATLON NJ ANY YJAY TO SUiT AY/INSTALLATION U HV CEILING INST LLATIO I" t TTo a�nssA 1 OR I M6N. I I J L SO2vt4E(Xi nS, SEPARATION I MIN.SEPARATION TO GLASS tt FOR BADE R,JR � —I TO GLASS (SEE SCHEDULE 0`J SHEET 11) II EXISTING I @PLs(1 19 FOR I(SEE SCHEDULE 1 ExlsnNrG E. ( 1 \j ` I I I ON SHEET t1) I I I I 1 ( I I C I I I t j ALTERNATE_ANCHOR 6 S FINISH i I t i LOCATION EXISTING f10x3/4-HEX GLASS—(I (I MIN.2xs f4, W000 ©• 7 , 3!6 ewv. �._V1rSHER HEAD TEK ( DECK REWIRED 13 OR 2'x6'A!IN.V100D 1 DID SCREWS®12'o-e (NO FINISH DECK REQUIRED (NO ALLOWED) of �'•. { FINISH ALtA'NED) - ---- -'�- SEDGE �-- -- O ! /+ ` I 1 q'j DECK EDGE OF DECK-) —�/2• ♦ t"__. DECK IF --- -- _ IF APPLGE ICABLE I /. '.I N \! IF APPLICABLE _ �- :E:O---i _ _ APPLICABLE 1' 1, 1 I l 1 t I �_ 1.1,1 1/4'0-20x3/4'S.S. _--- DT 1 I { {h, I,I 1/4'o TAPCON OR -`\PHILUFS TRUSS HEAD -tug_:� - _ --- t 11 1 I Mtn- ��,_ `.�--._ "):..-.... U` I I \ -APCON WITH ADVANCED MACHINE SCREWS - 1/4"o TAPCON OR TAPCON WITH ADVANCED Y� /2 4 CON7. i Z"MJH.- 1�x THREADFORM TECHNOLOGY W/1/4--20 NUTS —� THREADFORM TECHNOLOGY W/ 1 1/2'Win. r SILL PLATE ( 1/4.0 TAPOON OR TAPCON WITH ADVANCED THREADFORAI 2'ldIN. OF t i/2"Min.PENETRATION 12'O.C. PENETRATION OF VIC03 H J OF THREADED AREA 70 TECHNOLOGY EXISTING 1 OD Min. PENETRATION OF THREADED AREA TO EXISTING YlGO�HEADER(SEE EXISTING Y/00D HEADER AREA TO EXISTING WOOD HEADER(SEE SCHEDULE ON SHEET t5) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) ♦ SEE LLurc TTjjqq;�I$g OF USE FOR /� (X)HV WALK—OVER INSTALLATION O HV WALL SILL INSTALLATION B HJ A.fN SNE6B�I9 O'HV FLOO R INSTALLATION FLOR4DA BUILDING CODE(Non Nigh Velocity Hurricane Zone, ,,4T p' "••., /A 02017 TLTECO,INC. 92017 EASTERN METAL SUPPLY, INC. '�OENs •.•�y BERTHA HVTM ,. A S S A Accordion Shutter System 1L ECO �N�. ■ Hv BLADE#1 w/oRw/oRV.wlrroav BLADE ?� 4 T1LLI7 TESTING & ENGINEERING COMPANY American Shutter Systems ,N DESCRIPTION DATE DRAWN BY: LC. 6355 f1m,36:h.S1"Sto.305.Mn,NU CA9DEN5.FLofWA 331 ASSOCIatlOnr Inc. 1 OLD 15-085 7J27/17 DATE 07/27/17 Phone:(305)871-1530.Fox:(305)87I-1531 4268 Westroads Drive 2 5p...........�� 11a1 e-moEBti000671BIoom West Palm Beach, FL 33407 —DRAWING 107 rIALTER A MUST Jr.P.E. FLORIDA U4 1 44t67 5 SHEET P.E. SEAL/SIGNATURE/DATE __ __ _ _ __ _ —_ _ s- - - �—17--017-20 - END INSTALLATIONS n NV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS STUD-� urz w.sru0s REav Y a•uin.1= r SNPS REO'C.. nCCO STVJS. �. •� • �a'e tAPCav :" :'i/ a r (AS APiuCIAE) 'g t V kGf4'R a 6a. , (l 'v - \ / I pCI)Si WE. /I,/t w rr¢ ft t (As u:uu9(q V/ opsrat cues st 1/2•COX sr. I, I namnv GLASS -( i h FLrccm�w \ ! �� -O�uTa.wss' � �\ /- j I . rnsmic cws �{ /i\\ SMs EAAT. cox �'• -F� IC(5v/J..TQI T/I-IW"+:CO( _ _ la GLASS(SEE F(YnO:. j - f I SER'SAW, -- - AM 5D✓<D1eE Ch SW'Sl' - RYwCtp. �•.^•. - -�. SCtEL1eE CN S1w __ -- TO CLAM(SEE t/]'tml.COY To tines(SSE t,Im 9ldt+T1A9 .r' ItA1t— ^P w.,.-/` 1 Fax WEE 0 An a1 sect F(mC]P. saE`AaxE pN r ece3-re ,/z"utic CPA C 9 FOR Ll FQt 9ltE.Qua 1/Y• , t,f6f gL.7: uGl W%ty ( )cam¢ maw a CES-pa Nxe I a sRFt7+9 FCR w st'Er 19 F(R ALIL'A CtpiR PLfMCOp., .� T 1 PCi FIAIE((OCnIE +/1 RASH E3edS Q10�T�c { AT E1TQR AO-c r6 I .,,sp r to x•Iux. � /IO.a1/2"sus. �� _ _ ((3 FFTR+tU7u•.VfitlY-p• -�__—� WE oe I,G•,/Y Se15 _—- I u(vTcn(v w^.2e OIfi O.C. (p)FLTa/(LPT)Y vCl>Fi;,q i `^ / �,-/ l �J 4 1 1 V i cui At 03; Fc uxa¢A•maR.,ro /` I OR � �7, SEE=AxL x 1 DR 2g 1 aP:(R sac pF I OR�� /. / SEE CETxL x FOR J 1 OR l'S'� SRE CQYRTUK�"I TD TiWLXS � SQ pETA2 x rOR, SOL ea�e u( l -f3-G c-moo•LS.� snE eoo MI.CACes p �G•7Q=`..Z?-fr. TaTR(crs �_ty.e.Op-G.c1. . L.q. .�viT.�s. - t�•�-T�.6. "D-07- -7�1,6T•Q-gv '°'�.�'f,'uTp. C'l� G C�•a - ©G -�GC- E?-L'-Ss.6a•-c-Q)- nE•O•f-T-C-ib-F§- is•f§.�.�.60.�. S3`�.;3. .C.f,,. �a„d, •6 >�• Crfgei9.�r C END CONNECTION DETAIL ® END CONNECTION DETAIL 09 END CONNECTION DETAIL C` END CONNECTION DETAIL 8, ' _E>usTerr ..rFpPF.-"�mar Foe sous er=uco IMRI+r-o• / OL'S3 YN'IA4(NaOp -t(lb TIFppN 0.,C.CRS tj4.O T4�C•N AtS tCRS ITpaT/Y SJAS. � SILDS Elf(1TLi^.G(d5^ate FQgFRAiCY O tI'a.G PEN_•TFATAY O T2"O.a V'(�"��� �Z i •� f 1 _ vans(ELL ,� �4 • SEE LIMRAMONS OF USE FOR SOEME W�T BLADE 1A ON SHEET 19 TO QA4(SEE i / .11 FOR 911E YV'ML` vanes D,SKET� I i :-� OI SNET 19 FO3 -' .----� TT F6i AAY aAA' �, I/1 ,� 11 f 1'.` �O"• /� 1 B1Lv'S FD6�i aF ''____ _'_� Q,SNGT 19 FCR I 1(2•UY \ {/ / _' �.-(\\ t ! i _ ! in j Dt _"'—_- _ _ } -• •06 .R 08c- 1 (110R^� 45.s' -Ot OR 13 i I i 4 16 T'0• -:�Qi.�3-`J7.Sfs-s- L cs Rao. m:s 6.6-�.53- q2)^.a:?3:: c3�S VIEW G Yeau f rL . E-0-C-10-tS- P AN Y 6'G-3•te-&V- Lb'-'�-06,Ca,U- 'a-1s-@s•t3-Ts-O, Q•'o-I•6-5-•6 QUAIL X END CONNECTION DETAIL END CONNECTION DETAIL 12 FLORIDA AUILDING CODE(Non High Velocity Hurricane Zone 11111���4 L•,,,,,,••• C2017 TLLTECO,LUC. ©2017 EASTERN METAL SUPPLY, INC. vcENSF-•.may; BERTHA HVTM IL Eco �N�. A S S A Accordion Shutter System H.V. MADE#1 W/OR W/0 KV.W DOW MADE TIWT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N DESCR,PTION DATE ORAIYN EF: L.C. :0:• Association, tnc. t OLD 15-0e5 7/27/1 DATE: 07/27/17 6355 II.VI.36.n.St,Ste.ZU NRGM WMIS,FLORA 3316. 4208 WeStraad9 I[`rr4ve z Pit—:(305)871-1530.FOx:(305)871-1531 DRAWING No [3 •.,, e-mcpc tTteeOCCOLCOM West Palm Beach, FL 33407 s V(F EB-OWS719 4 wALTER A,TILLIT Jr.P,E. FLowDA UC.@ 44167 s SHEET 107 P.E. SEAL/SIGNATURE/DATE 6 -18 OF 20 JRla�',cP@5 2«14 •GENERAL LMMAT1oNS AND CONDITIONS OF USE FOR 13ERIHA 5 � T Q> UNISON WITH HV WINDOW SLADE A C 1 1.M.A.S.D.DESIGN PRESSURE RATING:+110,-110 p.sl. 2-MAIL SHUTTER SPAIt 99" ` 3.ALLOWED MOUNTINGS:A,D.G&H ON SHEETS 6,7;AS WELL AS a MOUNTINGS M.O,7,UTES��&W©©ON SHEETS 16 S 17. ONLY��}} ��;; , / i-•! ARRP C END EDINNA SYMTdEO+ICAL R OPPO�NCRLAUT.IN CASE OF OPPOSING � NTE L.75)MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF �w 1) CENfERIMTTE. TYP EA.�END . .♦ - _ ♦ ♦ 5.((A)IW wtNOOW BLADE 1g SHALL ONLY AVOW A MAMMUM OF 5 OPENINGS (3' HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. 4 (a)LMN.CLFAMICE FROM TOP OR BOTTOM EDGE OF HV WROOW(LADE 1@LYSL 5 NINDa ♦ OF ANY 3*0 HOLE FOR®SHALL BE 12 ALL.".AT NV WINDOW BLADE 11A w (C)FIRST OR LW BLADE COMING OUT FROM STARTERS AT ENDS MAY BE W t - /f'rt�� ♦� WINDOW SLADE IN SN • ♦ ♦ ♦ ♦ S.L tl ♦ _ (D)HV WINDOW!BLADE @ IdUST BE USED ALTERNATE 70 A SOLID HV BLADE(D THROUGHOUT SHUTTER'S WIDTH. o _ • • ♦ (((ACE 1 SHALL AT EITHER SIDE LWAY 7TS BE INSTALLED ADJACENT TO A SOLID HV / <-g 333LLL °D r3r 45 (F)POLYCARBONATE HV WINDOW®SHALL BE INSTALLED SO TW4 TABS FACE SEE END ' X s THE INTERIOR OF THE OPENING BEING PROTECTED.HV YAN�W Vj MUST BE CONNECTION • ♦ A gL 2 ONLY 1NSTALLID AND LOCKED USING A HV SETTING TOOL PROVIDED BY lS.�h DETAILS ON SHEETS ♦ ge .' '�, '��. INC. to&18 TYP. a� FULL HEIGHT. 1 r 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOODFRAME BUILDINGS ON SHEET 15,AS LIMITED BY SPAR AND DESIGN LOAD(SEE NOTES P 1 &2 ABOVE). y h t 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE.OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED BY L I SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). 8.MINIMUM SEPARATION TO GLASS SCHEDULE,PER AS M E-1996: D H @ (SEE PLAN FOR REDUTREMENIS) W '�N^DQ,.:, � WAND ZONE MINIMUM SEPARATION TO GIA59 i T•P TOP&BOTTOM �b 1 LNUMNEO t•ADTH------ --'-- p THRU 3 1' Ex;STI:jC 7SS- ELEVATION A°'L�A°`MS TO CLASS4 6.25" Txlm:lc clAss �scraouLE PL sL�r 11 FOR BTADEO —— — — AVD oN Tlas 5!TEET FR ev ,1j&.� C5 \ @0 TYP. SYMMETRICAL CEYTERMATES`1,@ > Y!/ OR'k)AND f Yf/O•6,(SEVt NOTE 4 ABOVE) PLAN \ �4 5 / \ / TYPICAL In HY BLADE WORKING IN UNISON WITH HY WINDOW BLADE c1A SHUTTER* tl1 11r_"AAA�gy,� - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' A. ,4A �• "••...•.•"'••• +L/ ®2017 TIlTECO.INC. 02017 EASTERN METAL SUPPLY,INC. �\ZErrs� � BERTHA HVTM A■S■S■A. Accord/on Shutter System H.v� BLADE 1 w OR w o H.v.WINDOW MADE American Shutter Systems 3EV.NG DESCRIPTION DATE ORAYiN BY: L.C. tr L, TILLIT TESTING & ENGINEERING COMPANY` Association, Inc. , OLD is-Des 7/27/1 DATE--DA, 07/27/17 fl13S N.W.S6tn.Sl.,Ste.109,\10.CCM CN1CD5,RGiC]A SStB ?ar'•. (A41TlP _��4, 4266 Westroods Drive z _ Fttonc (3OS)871-1530.Fax;(3O5)871-1537 DRAWING No mot:Ot...Oam.eom West Palm Beach, FL 33407 3 707 EH-COO6719 4 �YrA9 L. WALTER A.TILUT Jr.P.E. I••'� FLO20A U..j 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6- ___ 19 OF--20- - - .1 1/2x 0.035'THICK 1' VARIES INSTALLATIONS W,! EHV BLADE & HV CENTERMATES -�2.000"Max. IA'in.ASTM A-663 GRADE ac.40 llrn._2"M M;n.G-60 GPL/.STEEL t N MVA STUDS AT 16-a.C- a 436 INTO METAL STUD WALLS * Fa o83- ' 40 41 c o�• ----- ®6"ac. 1 4"® NOMINAL m3 w , _ 1/2• f fox- { f / / 38 * GENERAL AND CONDITIONS0 USE ALUMINUM SLEEVE 1 �43c 430 o I {! t2 o—� FOR BERTHA 1 HV BLADE ACCORDION SHUTTER 6063-TS ALLOY i 3/a s 1/4"=OMS-rr M IL-.I`Q —Q I, r I n SYSTEM INSTA" ION TO METAL STUD WALLS CO!7T, .a^,_Er TP.AC%C1 VY� i 0 6"O.C. O 6"O-C-^. 1 ��p� ASTid A-653 GRADE 40/Le.G-60 I ' , SEPARATION TO GLASS SCHEDULE N 3.000x. IV/V(2)# FASTENED TO SCREWS O S I GA (2)®6MFAST TMK TO STS ON 1 EXISTING FINISH 3g I •, i t. MAX. A.SA, DESIGN PRESSURE RATING: +75, - 75 (pst) INTERIOP.A,E%TEF.IOR FACE I AS APPUCAM.E ,i ', 1 N 2- MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM '1 ASTM E-1996 SEPARATION + 1" - i MN.SEPARATION i 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS EXISTING-GLASS-, -- TO G1A55 I v �s (SEE SCHEDULE} 43 144 0-20X3 BOLT 4. ONLY ENTERMATE 21 W/ 24 RV LOCK ARE ALLOWED T THRU 3 t" (21.ARRANGED A SY METRICAL LAYOUT, MUST PENETRATE 43c 1" i I1 } q USE Or (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" ' EX5L0.•G FINISH ++ 1 INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF zsa' t.373"y ate" 1 3/41c 6 7/ax O.C35"$FICK iL, 11 CAM,GAU1.STEEL TPA^_K CHANNEE.I AS APPUCASLE II4II , , CENTERiv44TE. aL— —ra ASSM A-663 GRADE 40 MTR C-ED GALVAN2ED FASTEIIED TO STUDS I vt/(2)16.1/2'TFK SCREvs ON r t 43c �- 43a I ti i o IN1EMOR&ExTEWR FACE i {Co 6-o.c. a s'D.C. N� `1/4-0-20 THREADS • ** 43c �4'ra ELCO CONSTRUCTION d BLADE SLACK DETAIL HVF Is ALSO VALID FOR --___ 1/2' 12 38 CENTERMATE 27 APPLICATION WITH BLADE t� PRODUCTS FAR—LOK HD ,6x 11/27.O.M5"THI': vaR; 0 6" O_C. COMPONENTS tt ASTM Ar6S3 GRADE 40 f13%:. W." C-60 CALM.STEEL T" �.•..---�.; MS WALL HEADER/ INSTALLATION _ METAL STUDS AT i6"o.c tf'n. ,-:I EAISitNG FIN6H AS APPLICABLE SCALE: (iYP.TOP do BOTTOM) VA �•.-._-_-.__ .- - _ _._.__-_.- -.w .- _-._-.-,_.. ..._ _ 1 3/4x 6 1 f4"c O.OW THICK Min. /CONT.GALV.STEEL TRACK CHANNEL. P EXISTING GLASS SYMMETRYCAL SYMFGALVAN PIED TO STUDS ZED FASTE METRYCAL y: -• 43a 436 V. MIN.SEPARATION vaRlEs j LtTERtOR&EXTEPoOR FACE I- I CENTERMATES W/ 'CENTERMATES W =:1 i (SEEOSCH DULE) M.M. i EXTERIOR ACCESS SIDE: ; :.INTERIOR ACCESS SIDE7-1 I ; ---------- ------- - --- - — --------- ------= --- --= --=—= --=------------- -- -- - -l- ------- - ---------- 6'CTYP-} IN 3 (6"MIN, IN —�—------------- - ----- ------- ---- ---- ---------- - ------ -- -- --- --- - --- _�-- Y `- —r --------__— — - - --- --- ------- ---- — — ,Y --- ---- -----------=_= < ------ ----------------- - - 1 2)42 - 1 21 --- 21 2131 ! 21 �ti LOCATED AT 12 ��------------- ---`-------------- -- �',\ •`-------- - - --- - ----- ------ - --` ----- - HY HEADER/SILL ENDS VIEW Y - - - ----------- - ----- -- ------ 4 t 2 / ��(6"M.in_} 24 SIDE CONNECTION TO TRACK �3 1/4"(TYP) --5 1/2"(Typ-) ( .p I 7" 6 1/2"A1AK.SLACK *>k (cant.) OVA HV8 BLADE SLACK DETAIL HVF f�VC_ FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone TI ' 02017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY, INC. BERTHA H TM /T07ECA.&S.A. y O N�. Accordion Shutter System H.V.BLADE�1 W/OR W/0 H.V"W1T.DOtV MADE •y'� //�,- � " '� TILUT TESTING & ENGINEERING COMPANY American Shutter Systems �,-„ DESCRIPTWN DATE DRAxry er: Lc. 6355 MIL 36•%St.,Stc 305,VMNIA GAMIAS.FLCRCA n16 Association, Inc. 1 OL0 t5-O85 7/27/f OATS 07/27/17 t^ SS�1TE01 '�' ° Pnarm:(3os)67t-ts3o,For:(305)871-1531 4268 Westroods Drive 2 �0'•, F d� P— °°° _- a2:nt��oocoE�om West Palm Beach, FL 33407 3 DRAWING No AT�•-.�Yt�tiO•,:G��'°j EB-0006719 A. 17-107 •......••`` TILUT Jr.P.E. 6 WALTE �q� }ATtl t' FLORIDAFLORA ua 44167 P.E. SEFt S SHEET E�DATE --=6---___-- - ---20-Of-20 - -- _