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HomeMy WebLinkAboutProduct Approval i REICHMAN RESIDENCE 32 SAN ROBERTO FORT PIERCE, FL 34951 OPENING WIDTH HEIGHT # 1 62.75 69 #2 33.50 44" #3 33.50" 44" #4 85.50" 69" #5 127.75" 89" #6 127.75" 89" #7 121.25" 89" #8 62.75" 59" #9 62.75" 59" #10 43.25" 69" REICHMAN RESIDENCE 32 SAN ROBERTO FORT PIERCE, FL 34951 Rear #6 F#5 ##7 F#4] F-#8 #3 #9 #2 #10 #1 Front -v: BS:Home ;Log in User Regtstration i. Hot Topics Submit.surcharge Stats&facts- Publications Contact Us BCIS Slits Lin CIks '-Seam t�7f'st�a :r; I Product Approval Y( USER:Pubile Uset t>mdutt hnnmval Mnnit:>Produtt or Anpli anon Sr1 firth>Ar M ration 1:Mit>Application Detail FL FL389-R9 Application TypeRevision Code Version 2017 Application Status. Approved Comments Archived 01 Product`Manufacturer American Shutter Systems Association,Inc. Ad-dress/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bf6eley@ea-Stemtneta.l..com Authorized Signature 15111 Feeley Irodriguez@easternnietal.com Technical Representative Address/Phone/Emay Quality Assurarice.Representative Addr.ess/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from..a Florida Registered Architect or a Licensed_ Florida Professional Englneer 0 Evaluation'Reppgt Hardcopy Received Florida Engineer.or Architect.Name who developed Walter A..Tiilit,Jr.P.E. the,Evaluation Report Florida'Licei ise. PE-44167 Quality Assurance:Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated.By John Henry Kampmann 3r. ( Validation Checklist-Hardcopy Received Certificate of Independence FLt84 Rq ©t AM RICAN SN (a �,YGTF�Aggt7C iNe r�itfllJ FL�t3q RSi CQI A11PR CAN SHtI'1'1"I'R�Y,qT(=hlq A,q1�� 1N�i.�tt'O�tjN�t 17-10ti el=RTil=iC'A'fl N�i~tN WINf�GAir;,� 1`l�� ti9 R9�Z1�+3�'f�eK AN�dl�s�i'�R�aY�1--�1S tSRAlaytN,I7-Sill Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASPM E7330 2602 TAS 201,202,203 1994 Equivalence of!,Product Standards Certified By Sections from.the Code Product Approval-Method Method 1 Option D Date Submitted 09/18%2017 Date Validated10/16/2017 Date Pending FBC;Approval 10/19/2017 Date Approved 12/12/2017 Summa .of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded-aluminum interlocking blades retained by tracks(top" ' 3 (Non-HVHZ)-Drwg 17-108 and bottom)for storm protection Limits of Use, Installation Instructions Approved for use in`HVHZ:No ELM—g9 Ti AM9131CAN Sl-llIrrER 5Y j M!,_QF1AWiNQ t 7d Approved.focuse outside HVHZ:Yest1F.RTFjA jam! CORDtAN�HII R SYST-M F Impact Reslstant:,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 Reports positiveASO load and 13'-0"for 35,psf negative ASDaoad the FI 389'R9 AE AMERICAN SHUTTER SYSTEMS DRAWiN 7.. HV3.blade w/o window blade,5'-2"for 110 psf ASD load for l05 'PRQQUC[E-V6LUAM.N REPORT,.PDF HV3 blade'w/o':wlndow.blade.and W-11"for 62 psf,g'-11"for Created by independent Third Party,Yes 55.0sf HV3.blade vu/window blade'working in unison:Max.span for HV3 blade,w/o-window blade for installations Into Metal Stud walls is79"for max.ASD pressure rating of+72,-72 and 8.0 for+64,-64 psf.See sheet 5 for other spans and ASO �. pressures. 389.2 9ert a Mr Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top i Only-(Non-HVHZ)-Drwg.17-107 and bottom)for storm protection Limits-of Use. Installation Instructions Approved for use In HVHZ:No ICAN Ski ITTER S STF..A.... Approved for use outside HVHZ:Yes hl DRAWING"17 10T E3FRTHA HV ACC ORDIQN e,WUTTER Impact Resistant:Yes Y ?>CN 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 Created by Independent Third Party:Yes ps:f negative`ASD load depending;on centermates,and locking Evaluation Reports rdci configuration for the HV1 blei&,W-0"for+64,,.-72 p.s.f. EI 78g Rn,AE AMER ^N SHITTFti SYSTEM ASSQQ_ A.S.D.load for HV blade-for Keystone mountings 7'-0"p.s,f. INC' DRAWING 17-107 PR.Q .1 t©F EVAt1A`TlQN- for metals stud mountings and 8'-0"for 110 p.s.f.for HV1A REPQRTI'ME working irlunison.See`sheets-7,11 and 20 respectively of Created by Indepentlent Third Party:Yes Installation drawlngs'forother spans and pressures: 389:3- Bertha HV Accordion Shutter- Extruded aluminum`interlocking blades retained by tracks(top COMBO •(Non-HVHZ)-Drwg 17-106 and bottom)for storm protection Limits of Use Installation Instructions- Approved for use in'NVHZ:No )1.38 I1 Ah1>RIS�11�� ea`I TF Sl! 4� I Approved for use outside HVHZ:Yes DRAG 17-106 -til HA AXORD M, SLUM Impact Resistant-Yes SYSTFp Design Pressure:N%A 'Verified By:American Test Lab of South Florida Inc, Other:Large missile.Max. 16'-0 span at 30 p.s.fASD,load Created by Independent Third Party:Yes for Blade i and 18-0"for Blade 2.See schedules on sheet 12, Evaluation Reports 25 and 28 respectively FI+8r1"RA AE AMERICAN SH'IJER_ MCI- DRAWING 17-106 PRQD4ICT' VALUATIQN REPQRT.PQF Created by IndependentTfiird-Party:Yes Rnri} Nir+rt. contact us::76oi Blair Stone Road-Tallahmsee:FL 32399 phone:.850.487-1824 The•stateof 6orida Is an AA/EEO.employer.Comri4ht 2007-2013 State of Florida.::Privacy Statement::.Accessibility Statement::,Refund Statement- ;under Florida law,emall addresses are;publicrecords.if you do not want.,your e-mail address released in response to.-a public-records request,do not send electronic mail to this entity.Instead,contact the officeby phone or by traditional mall.if you have any_questions,please contact 850.487.1395.•Pursuant.to Section 455.275(1), Florida Staiutei,,e[fective October i,2012,licensees licensed under:chapter 455;.F.S.must:provlde the Department with an eman address if they have one.The ema W provided iniy.be'used for official communication with the licensee.:Howeveremall addresses:impublic record,if you do notwish to supply.a personal address,please pro'd-the Department with an einali address which can 6e made avaHable to the public,To determine,if you are a,licensee under chapter 455,F.S.,please click..here. ( P�roductApprovalAcceptse. GENERAL NOTES: 1, BERTHA H.V.ACCORDION SHUTTER.SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED.FOR OOMPLANCE IN ACCORDANCE WITH THE 2017(6th-EORION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES, DESIGN WIND LOADS.;SHALL BE DETERMINED AS PER SECTION 1820 OF THE ABOVE'MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE-SHUTTER WILL TABLE OF:.CONTENTS BE INSTALLED-WITH A DIRECTIONALITY FACTOR Kd.0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15,.19.&.20. IN-ORDER TO VERIFY THE ABOVE CONDITION,:ULTIMATE DESIGN WIND LOADS DETERMINED PER/SCE 7-10:SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND.LOADS AC1,E.A...I: HV BLADES n& l�- BY MULTIPLYING THEM BY 0.6 IN ORDER TD COMPARE THESE W/MAX.(AS-D)DESIGN PRESSURE RATINGS:.INDICATED ON.SHEETS 11 THRU 15; 19&20. GENERAL NOTES SHEET i IN ORDER TO VERIFY THAI COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33%INCREASE IN.ALLOWABLE STRESS FOR W44D LOADS WA,S.L9jL[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 BERYHA HN.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1009.1.2 OF THE ABOVE MENTIONED CODE-AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS; TYPICAL WINDOW BLADE&WINDOW-DEFAIL -HV BLADED g0214.01-03,(I0715.01-03,:¢1004.01-05,$1214.01-05,$0317.42-06.$0609.01-10 AND$0210:01-11 A5.PER TAS-201,TAS-202.'AND TAS-203:PROTOCOLS AND AM,E-1886 Ed 2: HV BLADE{D AND HV WINDQW,BLADE M •, AND E-1996 STANDARDS(MISSILE LEVEL.D:WIND ZONES:1,2&3)&.#1220.01-10 AS PER TAS 201;2q3&,203 PROTOCOLS LARGE MISSILE: (WHERE APPLICABLE) -HV WINDOW BLADE 0$0505:01-08 AS PER ASTM r-1886-AND'E=1996(MISSILE VEVEI:•:D;,WIND.ZONES'1,2,'3),BASIC PROTECTION ONLY AND.$0725.01-88 AS"PER TAS 202 PROTOCOL.: TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.11V BLADE Q.AND KV WINDOW BLADE 8 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 .Y.ACCORDION PINS HV SCREWS);USED AT BLADES KNUCKLE NTD-FOR DIRECT MOUNT CONNECTTO TRACKS SHALL BE#14275"AND$1 ION x. 4x17.6 RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS FIV SHEET 3.BERTHA H - { CENTERMATE ALTERNATING DETAILS HV SHEET 9 9 STAINLESS STEEL SCREWS WITH 135.0 kei YIELD STRENGTH AND LBO ksl TENSILE STRENGTH. PINS SHALL BE COATED WITH.BERRTA HV DACROSHIEL4 COATING SYSTEM AS MANUFACTURED BY APPROVED 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 INDICATEEi ON SHEETS 2'AND 3, MINIMUM YIELD STRENGTH FOR 6083-T8 ALLOYIS 30.6 1,81 AND:35:7 k.si FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11. 6005-T5 ALLOY. ANCHOR SCHEDULE-CONCRETE& BLOCK .SHEET 12. 5.ALL SCREWS.TO-BE STAINLESS,STEL,304 OR 316-AISI SERIES,OR CORROSION RESISTANT.COATED::CARBON STEEL AS PER DIN 50618 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 2411:33:4. 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 Q:12,13,14,15 AND 20 INSTALLATION DETAILS M-R, WOOD. SHEET 16 .HV BLADE Q&Q WORKING IN UNISON: 12, 13& 15 INSTALLATION.DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12&X.WOOD SHEET 18 B.THIS,BERTHA H.V.ACCORDION SHUTTER SYSTEM.BEARS-'A U.S. PATEHi$6779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,.IN WHOLE.OR IN PART 8Y U.S.PATENT:15*458,179 ISSUED.TO EASTERN METAL SUPPLY.INC. g,IT SHALL BE THE.RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER.IS TLT BE'ATTACHED TO INSURE.PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULKAREA.3: HV'WINDOW BLADE A ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THIRD FASTENING IN.CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 101•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 IN AND HD AREA4. HV WINDOWBLADECin ONLY CENTERMATES AND ENGAGE OR LOCK ALL FN 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 WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12. BERTHA N.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. (d)THIS P.ED.PREPARED BY THIS ENGINEER is GENERIC.AND DOES NOT PROVIDE INFORMATION FORA.SITE SPECIFIC PROJECT;i.e.-WHERE THE SITE CONDITIONS OLVIATE'FROM THE P,EA: (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF TFIIS PRODUCT,.BASED ON.THIS P.E.D., PROVIDED-HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE.CONDTTONS DETAILED ON THIS 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 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(E.O.R.)'FOR THE PROJECT AND WHO WILL BE RESPONSIBLE-FOR THE PROPER USE OF THE P.E.D:ENGINEER�CF RECORD,ACTING AS A DELEGATED:ENGINEER TO•TKE P.EO.ENGINEER SHALL SUBMIT TO THIS L QTER�THE SLOE SPECIFIC DRAWINGS'FOR REVIEW.-� (e)ORIGINAL PS-D.SHALL BEAR THE DATE AND ORIGINAL.SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD'THAT PREPARED ft FLORIDA BUILDING.CODE Non Nigh Velocity. Hurricane Zone �� •,� 02017'TIITECO,.INC. 020.17 EASTERN METAL SUPPLY, INC; ��•'1 ,Vics `' �� BERTHA HV7M A Accordion Shutter System. . y /71 . E:c Q;�x c. ■ ■ �.. wv. BLADE#T w/DR W/O B:v WNDOw BLADE A7118CTC017 �Sh11 er S siBms. LY.H DESCRIPTION__ DATE ORAWN'0Y: L.C. A930CTCI' Aj•L{C/ TiLUfi TESTING k ENGINEERING-COMPANY N tOn, Ind. r .OLD'16-085 7/27/1 bATf: 4w s3es rtw.3Ath'sL 51e Toa 1mRdNIA cyloDis;FLaPmA uta 07/27/17% 4268 Westroods Dove 2- ' =^nc$ Ph—:.(305}876 1530.I-:(30S)871-1531 DRAWING Na.... R T� -.Q:LilteeoOool,wm West Palm Beach, FL'33407 3 ES-0006719 j 7� 07 •{'� •••••• 1• WALTER A.TOW Sr.P.E. +. .fVrc�i• rr' L FUORIDA LIP../4416'7- 5 SHEET P.E. s URE DATE 6 OF 20 3'.FOR WINDOW SLADE UA VARIES q 6 i 7.4 1. • M' Ar __j SAL FLOATER THV SOLID BUDFAV �o'It 8D' STARTER QUALIFIED COVERED UNDER US PATENT # 5458179 BLADE USE W1 QUALIFIED FOR USE W/ HV BLADE 04 14V DIRECT 0 KV BLADE (R HV WINDOW BLADE 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE @ ON SHEET BLAD 19 3-226 $,Soo" 6063- ALLOY�Q TEMPER 37Y_ 6063-T6 ALLOY AND TEMPER .670, .670 • (TYP.) 72 1142 '5'0' 2.226' W 4.897' 2 2 815* 2" C? HY ADJ. ADAPTER WAIP 4.436. - 22 ^0.072' - ---"-z6, 0'0 2" .920 QUALIFIED FOR USE W1 HVHV- WALK—OVER TRACK BLADE lU QUALIFIED FOR USE W/ HV (0)HV TRENCH TRACK 1-:255' .7 or 11 I 60HV ADI FLOOR IENCK 6063-76,ALLOY AND TEMPER BLADE%IF QUALIFIED FOR USE W1 HV HV RAINGUARD E LA QUALIFIED FOR USE W1 HV 6063-16 A 0 TEMPER BDE(D ONLY. BLADE 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W1 HV 36 BLADE ALL VARIES 1.936' 6063-T6 OY A D TEMPER VAMES .9 6063-T6 ALLOY ATD TEMPER 6 of 083" & O .093' 060* 670 060" .0 'nr o 670 •1,686. 670 157 BY CEILING HEADER C2 HV HEADER4SILIM C13) H D CEILING-HEAUER/Ni. QUALIFIED FOR USE W/ HV BLA E OONLY HV 81-ADE(D (�4) DRIFTED FOR USE W/ KV BLADE ONLY. 6063-T6 ALLOY AND TEP QUALIFIED FOR USE W, SEE SECTIONS FOR VALID P SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE Wj KV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE(J)ONLY. 6063-T6 ALLOY AND TEMPER COMPONENT A Ti T2 y t ffL XIMM YJ Ma t xf 2- i 2' 0.125* L 107 2" 5'MAX. 1/8' 1/8" 3. 31 0.090" a 2' S'MAX. 0.192, 0.192' SIDE ANGLE 2 D CORNERPOSTS-5. '.MAX. 0 0' (EC QUALIFIED,FOR USE W1 HV ALUMINUM ANGLES 109 QUALIFIED FOR'USE W/ HV BLADE(1) QUALIFIED FOR_USE W1 HV 2* S"MAX, 0.139' BLADE(D 6063-76 ALLOY ARD TEMPER BLADE 1'ONLY. 6063-Tfi ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER .11100400— FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, tilt);01k A. 02o17 TILIECO.INC. *2017 EASTERN METAL SUPPLY, INC. BERTHA HV-w k Accordion Shutter System A,S.SmA IN H.V.BLADE#j W/OR W,O H.V..IMND0W a" American Shutter Systems REV,K. DESCRIPTION DATE DRAWN BY.- I.C. TILUT TESTING & ENGINEERING COMPANY 0 �5 N.W.36th�Sv,S�.3a MRO-A woe",rLCR'oA 33,01 Association, Inc. I OLD 15-085 7/27117 DATE: 07/27/17 A % *—1 4268 Westroods Drive 2 Phone (305)871-1530.Fax;(305)871-1631 - DRAWING No .. ... i�-0636719 West Palm Beach. FL .5.54U/ 4 1 3 .. 7—107 WALTER A.TU_UT J,P.E. FLORIDA.U,_#44187 5 SHEET IP DATE 6 2 OF 20 4.66D• 1N'-20.1 1/4•-20 ¢CAST a ¢ t-- 4' 2.293' 745• i I T' r._ y4.. FLAT",I. iMPEA)FD @ANEO PAINTED L S{Ji WED 1111 2,243' T7WEPOEO INEHO SAtt (2 tYP.) o� SOUSING E TED r�PD• i pO � � O�+' BAKED PAINTED EL KESS TURN �xNpe. �?'�, (.. .082' ,� TC m,� 1•b 87 875 .3191' 3 BRA,,,t51lNOER BwtSS OYUNDER p 27•'~ o ^+•Oa.J o —I PiATED)Ig420ME (CHROME PLATED) 21 }IY CENTERMATE s's, �61� t32s -(c�2 HV FLOATING CENTERMATHV LOCK HY EGRESS LOCK QUALIFIED FORUSE W/ HV BLADE 1)& 1A ONLY nA, it D23:,_,.,j 75• OUAttFI£DFORVSE W HV i}UALEFIEO FOR USE W HV 6063-T6 ALLOY AND TEMPER OU ED FOR USE W/ FAV BLADES Q)& to ONLY i>� �� J J6063-T6 ALLOY AND TEMPER � A BLADE & �A ONLY. BLADE 1Q. & ONLY. '0 ALIFIED FOR:USE W/ HV BLADE 7 ONLY 250•a.D. ,518' 2.74' 6063-T6 ALLOY AND TEMPER 'S PLASTIC NFAO 2 N ivt OLSD r ��^^ 4.045" 79' 1.753' N 1 }.�.Q.. o r I .360'AFTER RIVETING `� o 0611 A�'> o o • 'I BEFORE RNEONG —20 x 3/4" 1 40-20 RIV UT* IS. THUMBSCREW " J N A's ONES ALUMINUM(2024-T3ALLOY)LARGE FLANGE YNiV L 7 $HEET NUISERT,PMT#0820,AS MANUFACTURED BY AWEL 1.8—22-f C14VW ti:%TORN.PAnPPENY,NEW JERSEY 07054 OR EO'J�i. PIAN n FRONT ELEVATION VHV MALE "T" C X556" LOCKER FOR "T"_[,OCK CENTERMATE QUALIFIED FOR USE W/ ITV BLADE 1 ONLY (291 NV FEMALE T" LOCK CENTERI ATE ® HV "T" LOCK HV ALTERNATIVE FO IPE LOCK QUALIFIED FOR USE W/ HV BLADEC�ONLY 6063-T6 ALLOY AND TEMPER QUALfFlED FOR USE QUALIFIED FOR USE 1Y/ HV QUALIFIED FOR USE WJ HV BLADE(T�ONLY W/HV BLADE /ONLY. BLADE )Q ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPERR'" 7.917' Oi F z-- eepp a � o� I W ., ro a ! 1 TNUMBTURN{' CYLINDER OR �f �• OSS 08x" - `2i¢ � � Fa52` � KEY CYLINDER H. .214 J - c n rv� m 0.675'Min. .,zs Ma.. C W NO G D C TE W P ROD ^I , vi m 4� S OO -I , QUALIFIED FOR USE.W/ HV BLADE 1 & (A QUALIFIED FOR USE WJ HV BLADE ) & to 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY ANO TEMPER " C 'S �• VARIES. 1z'MIN. QUALIFIED FOR USE W/ HV BLADE(g&& TA r-- T,t30• 6063-T6 ALLOY AND TEMPER i/4'a-20 53:.Oft Jf8"o-t6 ) DIU AOLTlS,ltuuSSOREWS. {{ t1/2• I1 �'"FCYLINDERRN Iy0 DR KEY .. �. OCKINGI�L}t5' ivi , I 7.57 7$"IAin. CYLINDER 1. Mex. RODA C.9. P p t-,37S•O .1fa•P 4 Q LOCK. OUALIFIED'FOR USE W/.HV BLADE C1HV ACETAL HV �Z4M 9-20. AISII 304 BY RECENT HARDWARE MORTISE LOCKS'SERIES 2333 HOOK BOLT LOCK. 6063-T6 ALLOY AND TEMPER THUMBSCREWS IES S.S. THUMBSCREWS QUALIFIED FOR USE W/ ITV BLADET& DRIL EDA ATATRACKSLFOREPR)OPER ERE A MBEDMENT NTE OUALInED FOR A/ ' HV BLADE QUALIFIED FOR USE Y!/ HV BLADE FLORIDA BUILDING CODE(Hon High velocity Hurricane Zone ++IIiI'- k f�/i/��• 02017 TRTECO,INC. {5 2017 EASTERN METAL SUPPLY, INC. 4L 'v' _ A ERT-HA I4VT_M A■S.S.A. Accordion Shutter System Y 1 L E C 8: a c. kV #T W/OR W/0 KV.WINDOW�aDE American Shatter Systems RV.N DESORI"ON DATE DRAWN BY: L.C. 7iT TILUT TESTING & ENGINEERING COMPANY ASSOcidtlon, Inc. I OLD 15-085 7/27/1 BATE 07/27/17 4 S• r Y 6355 N.W..36Rr.St..Sic 30S,HROMN GARDENS,FLOROA 3310 __ STATI=QP ®�l Pnone:(305)671-1030.Fns:(305)871-1537 42&8 Westroods Drive x DRAWING Na G3�^'•.F��RI�P.:+"T�riY� mol6lttto4Go!.com West Palm Beach, FL 33407 3 �7��d7 C 4 + 9006744 4 11 `•........ j.` ii+ WAi.TEft A TILU,Jr.P.C. •Vim"F1i FLORIDA LIc.#44167 5 SHEET P.E.SEf+CI�t�f ftLf DATE 6 3 OF'20 POLYCARBONATE IMPACT RESISTANT HV WINDOW S POLY-CA BONATE HV WINDOW DErAIL` 0-(P- cp- *NOTES ON BY LOCKS AND CENTERMATES 1, MANDATORY C9NDITION ONE HV LOCK 6' or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN 4 OR 12'ABOVE OR BtfW F SHUTTER SPAN FOR SPANS UP TO 105".AND FOR INSTAL TIONS AT ANY 011� to 3"04-0 ,C or g2M0 MAY T TT ELEVATION.HV LOCK. USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO I OR 13 n CENTERMATES W/(2) 1/4"0-20 x 1/2"LONG FLAT READ S.S.M.S. LOCATION OF LOCK SHALL BE A. INDICATED ON TYPICAL SHUTTER ELEVATION. 2- JAANCE OR FOR SECURITY PURPOSES, UP TO Two Nv , S on 6 MA;IF DESIRED,FOR BETTEIR PERPOP OR ��O MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONN ECTION OF LOCKS TO CENTERMATES @ LOCKS , LOCA R11 SHALL BE AS INDICATED ON NOTE (1)ABOVE. 'ON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. S. OPTIONAL CONDITION 42 OWD ONLY WH OR LIMITED IMANOATOPY OD14DMON II 5�Mq LOCKING RODS - ARE NOT REQUIRAW,AT URRICANTE POSITION, BUT MAY -C4 0 BE USED SHUTTER PI MANGE, LOCKING RODS j OR AN ALTERNATIVE DEVICE 9 MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4.NM AID&CONDITION 12.,ONE W LOCK 0 g @ SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or @ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. ATTACHED TO CORNER CENTERMAIE,W/(2) 1/4'0-20 x 1/2*LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS�5 ? Es M AT TOP BOTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. �,. HOC-HVC x MAXIMUM SHUTTER SPAIN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. TO MANDA=$0DITION ji VAUD ONLY FOR W SNM o NATE KV LOCK MAY BE USED IN LIEU OF HV LOCK F_ T AN INSIDE orEZOFOR ANY SPAN AND 51 2CATIONS AT ANY ELEVATION.AL NATE LOCK @ MAY BE USED AS SID i;R OUTSIDE LOCK,ATTACHMENT T -ES e OF i/4`0-20x3/4-S.S.THUMBSCREW TO @ OR @ CENMRMATES SHALL BE MADE W/ 1/4o-2Ox3/4'ALUM, IN p i3 RJVNUT AS SHOWN ON SECTION HVE, SHEET S. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO N LOCKS AT 1/3 OF SHUTTER SPAN. B. MANNA MAY CONDTITION 13 MVF - ONE HV LOCK @ or @ or @ SHALL BE 6 S�� FOR SgUNBNQ INSLUIATIONS, USED Al 1/2 OF,SHUTTER OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP I I TO 96'.AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK. or or @ MAY BE USED AS AN INSIDE OR IF'I, I I OUTSIDE LOCK,ATTACHED TO @ or C2 SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2*LONG FLAT HEAD S.S. laM.S, LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W1 g SEE END-J OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. CONNECTION DETAILS ON 0 r IK SHEETS 1F0& *NOTES ON HV "T" LOCKS AND CENTERMAjES• 1 8 TYP. FULL HEIGHT. OF CORNER I, SECOND ALTERwX TO MANDATORY OONDMON J11 VAI In ONLY FOR W't-J9,1;g go CEMMATES a AND CENTLRMATL ONE ALTERNATE HV -T' LOCK 0 ra MAY BE INSTALLED IN LIEU OF HV LOCKS 0 OR FOR ANY SPAN AND NALLATION AT ANY ELEVATION.ALT NATE LOCK 0,,hW BE USED AS AN INSIDE OR OU DE LOCK.ATTACHMENT QD-(y) 80 100 OF LOCK(9 INCLUDES USING REINFORCING LOCKER 0,AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE CONNECTED TO CENTERMATES @ AND C9,W1 1/4*0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8"0 x 3/32' VANGNUT OR W/ 1/4'0-20x1*S.S.M.S. INTO A 1/4'0x.5/8"RPMUT.LOCK MAY BE INSTALLED AT MIDSPAN OR Ir (�)'07 MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS 0 TOP AND 130TOM:Is MANDATORY. @-fo-&633)_(f •@4D *NOTES ON HD LOC E1111111� L.W4 g M�S: t 34.WJ HDMATES C31 (3�WZ ONE ALTERNATE 14D LOCK 30 MAYBE.USED IN uEu or Oft ANY SPAN AND INgALLATIONS AT ANY ELEVWBON.ALTERNATE HD LOCK C4)MAY BE USED HV TYPICAL (1) HV BLADE SHUTTER ELEVATION N I _�TO 0 IS W/3#8 .3/8'F.H. S.S.M.S.,AND INCLUDES AS AN INSIDE OR,OUTSIqk LOCK;ATTACHMENT OF HD.LOCK q N.T.S. REJNFORCEMENr� tq AS SHOWN ON SECTIONS,HOB- AND HDC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12 UM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS @,'IS COMPLETELY OPTIONAL FLORIDA BUILDI CODE(Ron High Velocity rricane one -Hu _ 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY,INC. BERTHA H Tu t VVI Accordion Shutter System 3757, &S.S.A. _77ZLE RV. UAX#1 W/:OR W10 N;V- WVN. VESCRIPUCH DATE DRAWN ft LC: American Shutter Systems . TICCIT TESTING &. ENGINEERING COMPANY 3Wx kR M..SI.,305,VIMNA COE.%FWAVA 3314 A sociation, Inc. A OLD 15-085 37/27117 DAM 07/27/17 V Pb-t(305)871-1530.Fax z(305)071-1531 4M Westroods Drive —2 —DRAWING No ­0:V11...0-1— West Palm Beach, FL 33407 3 ES-006719 4 17-17 I WWALTERXCTILUt J,.PZ 0 FLORIDA U.1 44167 5 SHEET FIX. S RE/DATE a 5- OF 20 it CONCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE BLOCK REQUIRED 1/4`0-2023/4'S.S. POURED CONCRETE SHEET 13) CONCRETE ANCHORS MACHINE SCREWS CONCRETE REOUiREO REQUIRE - - (SEE SCHEDULE ON YI/ 1/4`-20 1 113 A FDLtS(0NE(SEE uauNnna ON SHEE 7) SHEET 13 NUTS 0 12"O.C. ._CONCRETE ANCHORS ® ) t (SEE SCHEDULE.ON SHEET 13) 1/4"0-200f4"S.S. %r i Min. T'--�'•" -F / 12 14EQ EO- MACHINE SCREWS _ _ -EDi EQ �' ^" C• -- USING T/4"-20.NUTS 1/2' E.a.+ I .254 :.--- 13 aR 15 }' "--- ! 13 aR Moe. 15 - `- 250` b. .250"Maz, lL._ ) X OPTIONAL ,1 i I -OPTIONAL ' 1Lf!s<PrRstaN 1 � e 2+nUt `Y MIN.SEPARATION TO GLASS 1 I--11 tT]R 61,K£mAW I i ---COR 1i 1 O �� (SEE SCHEDULE ON SHEET tt)` EXISTING I a.AULS tDe ! I ' MIN.SEPARATION TO GLASS { 1 GLASS --(SEE SCHEDULE ON SHEET i1)- EXISTING G7ANs _` @ HV WALL HEADER INSTALLATION (A i HY WALL HEADER INSTALL-TION HV WALL HEADER INSTALLATION + KEYSTONE E%ISTING c MIN.SEPARATION TO Q-ASS GLASS--, T �` EXISTING (SEE SCHEDULE ON SHEET lt} i Vl TO QASS(SEEI I I 1 OR 1MW.SEPARATION TO GLASS '; I 1 GLAss(SEE SCHEDULE ON SHEET 1i}a1 s¢r to ratams(De� # EXISTING eG�yL(( s GLASS , .E.D.•. i ei I I 1/4' 1' ' 11 ',—•1 ! ,' �--OPTIONAL 13 IR 15 E.0. � /l r 1 1 I f.Lo ^ I I i i i t/2: ____ 19 �.:1/2' 1ED E 8 aR(1 yl i�` 401 `Ei[n.- . '_. �. 12 aR 14 1/4'0-20x3/4'S.S. \ / --•+_ -.- t/4"d-2Qx3f4"S.S.PNILL1pS EQ ED-, PHILLIPS TRUSS HEAD CONCRETE ANt7i4R5 TRUSS HEAD MACHINE SCREiNS aR123 MACHWE SCREWS USING j ,- SEE SCHEDULE ON L-= 1 `--CONCRETE ANCHORS I + t' 1/4'-20 NUTS O 12'Q.C. ( W/ 1/4"-20 NUTS O 12'O.C. (SEE SCHEDULE 4N SHEEP 73) M;n.� POURED CONCRETE— SHEET 13) POURED CONCRETE --�. OR CONCRETE BLOCK QR CONCRETE BLACK "/�"' ,"C,QNCRETE ANCHORS REQUIRED WAIL NCRETEO r�rtl HV WALL SILL,INSTALLATION j (SEE SCHEDULE ON O HV WALL SILL INSTALLATION_ POURED CONCRETE,,.,.1 SHEET 14) OR CONCRETE BLOCK WALL REQUIRED C HV WALL SILL INSTALLATION NOT F..�a1,�INAT7�,�4F sE�7,4Ns: --. INSTALLATION DETAILS W/ I-SEE SHEET 4 FOR TYPICALSHUTTER •E.0. -EDGE DISTANCE ♦SEE LIMITATIONS OF USE FOR H� BLADE ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) eLADE 1@ ON SHEET'14 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. !f/ 7, 111 A p tj FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone L\ ` , •iCGN '✓' 02077 EASTERN NETALSUPPLY, INC. 42017 TILTECO.INC. B R A TM a 7 Accordion Shutter System /TlL E c 0 imc. A." .S.A . FLV. #1 W,OR W,o KV.WNW.RADE American $itU#te] Systems Ev.N bEsoupnoN DATE DRAPRI w% L.C_ �•�$t TILUT TESTING do ENGINEERING COMPANY tv ,h A3Sl1CTdtTOn Inc: I 'ILO 15-085 07/27/1 'DATE. 47/27/+7 '8355 N.W.36th.S4.Sia 305•VOVXA WRDENS,FLORAA 3315 E 4+r 1� 4268 Westro4ds Drive 2 Ph—:(30})871-1530,rax:(365)871-1531 DRAWING No R-mal:M-0000.— West Polm Beach, FL 33407 3 �.^'Q7 EB-0008719 ; SYALTER A.TRUR 8r.P,E, FLORIDA Lia/44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 6 0 F 20 'T! ! CONCRETE ANCHORS r ISN " _ (I�.� POURED SERAPATM (SEE SCHEDULE ON SHEET 13)" i TO dans(Se ci OR v EXISTING i t M ul To O S¢SCHEou1E I�t 'REOUIR D -i FoR Et#,�cc murO GVSS--i 'K�a, ( MEET 11) I ' r ""/ EDGE OF .pry SHEET 19 GDP 1 Irl sAPA1 i EXISItNG A1TERtVATE EXISTINOANCHOR i I i GtA�S r I I LOCATION ,'�1 t r �. t .: I t f Il0ic3/4 HEX WASHER HEAD r t I I k IT o fisOR t rJ ata M . 7EK sCREWS ff 12`O:C. I vEDGE OF CONCRETE ANCHORST.r ! / • r SLABiF {SEE SCHEDULE ON SHEET 13} / ,r E Q - r ! , /" f APPt,iGABLE EDGE OF EXISTING i II{I --•� SLAB IF - EIX�OF r OF EDGE✓ ' ! '/ '" '` / /'/ j APPLICABLE GLASS--. SLAB IF f - x �..� 1/2 �1� ,, / s 1 I nrsFAs.a(szfN APPLICABLEE SAB IF .. EPOURED� FLAT HEAD CONCRETE ANCHOR;APPLICABLE POURED D.* CONCRETE CONCRETE (SEE SCHEDULEON SHEET 14) REQUIRED POURED EOUIREO -FLAT HEAD CONCRETE ANCHORS ( �Q&FIR I / .i t OR CONCRETE REQUIRED �D.• E.'0.* (SEE--SCHEDULE ON SHEET 14) I j T�3ENCH... INSTALLATION VAUD ONLY FOR UP TO +70, -75 PSF A.S.D. (B HV FLOOR INSTALLA[ION ( HV WALK—OVER INSTA LAATION SCNIGN PRS URE RATIEr NG &FOR SPANS PER �) IJV CEILING INSTALLATION IX{STWG '-_ MSL SEPIPrAIWN }2----- CONCRETE AS;GH{3R5 , Ms1 s�x+.tip, O (SEE SCHEDVIE ON7r.-.—..G%/ tst' T ' 'I „�_,•••—_••-_.• SHEET 15) 114-0�NCE)MQMREA11fiYdi/ l:1 a15HEE'r kC 1 r) EXISTING TECFINOIDCf OR 1/4'e Po rA'715 I i/4• EXISTING-•--j GLASS EXISTING--i 4 GLASS -It�e swiu«�TRnI8 , CI15S-t uN.:»acme+ro FASl03f4'LOL 04=MDW a ETAPPERr ' "'I I=sva¢ offs 11) i DC.FOR UP TO 6•-0*SPAN ANO I 4'O.C.FOR SPANS LARGO THAN = I I UP To 8`0*MAIC APPLY'*7 Sr(: fSlL�Ff'11(FLMUMTAT1tXG 3 B 1-/2• ,� , gTQ3j4"HEX 0 i ^" MA%:i-I 3 Oa ``J i WASHER HEAD r / / I }�I i 7EK SCRCONESEALANT--' rt i!�'! .14x3/4' .HEX HEAD..-/; rS , 1/4'o-20il/4SS us TEK SCREWS fl 9 OC. I i _ __ J ; tvSmG T/a'c-2D..NUTS CONCRETE ANCHORS V {got /' 14x3 4 S.D.S. r,....___ t0 12'O.G. OR i/M1 a-20.55 M.S: (SEE SCHEDULE ON � A 9"0.C.NUT®.9 0 C SHEEP 14) } 2 00' WN. w...WAL.ExmnITRI-(nECORATK EDGE OF E.U. 5�) SLAB IF \\ �14x3j4 f:H.S.OS. MtN.7/8--f t 7/8' APPU�LE -CONCRETE P.hCHQRS "'SEE NatE 73(6) } \yPWRID CONCRETE�• _ REtAluGEO 0 POURE) R (SEE SCHEDULE ON ON SHEET i. SEE.NOTE 13(D) ' ! ! / / ,r PoURED CONCRETE ON SHEET t - /Ep.,-.- --....Z OR CONCRETE BLACK SHEET 14} OR CONCRETE BLACK — —; �REDUIRED REOUIREO y(�ySTONE hdOUNT(NG INSTA LL dT1QN OPTIONAL. .POURED �.^_l ,HV WALL FLOOR INSTALLATION E{V,�I,AI.L WALK—OVER INST LA CATION MAXMUM A.SA.R SpA PRESSURC 464,-72 Ps( CONCRETE IlAXWUM SHUTTER SPAN 9,-0* REQUIRED (J HV RAINGUARD .INSTALLATION t WANYWAY TNS INSTALLATION SHALL BE IL400N-OF SECTIONS_ tREMOVABLE WHEN PERFORUEDE.D. E{}f,E D45{At2t:E ADJACENT TO AN OPERABLE,EXIT "� SE'E UMLTATtONS OF USE£OR 4�FOR TYPICAL SHUTTER (SEE SPECIFICATIONS'ON SHEET 13) OR ENTRANCE BLADEI�AON.SHEET.19 INSTALLATION DETAILS W/ .:� HV BL:ADE ECTIONS-CAN1, tG p >>..� FLORIDA BUIl171N6 CODE Non High Velocity Hurricane ZQne SUR ANY INSTALLATION: Iti A. ! RN 02017 EASTERN METAL SUPPLY,INC. ��� .' �{c4,C." d'fi X2017 nirEco:INC. BERTIRA ;AAccordion Shutter System Y 0 .� ■ ■ ,�p■ wv; cranes w/OR w/o v wtwax etanE Atr erican Shutter Systems EV. TILLIT TESTING &.ENGINEERING-COMPANY- . DESCRIPTION DATE DRAWN-fTYi L.C. �Q - •W' 9 I OLD 15-085 7/27/1 GATE: 07/27/17 6155 N,W..36tK 5f Ste 305:.WR91m4 CAitoENS,itRXlAA 3,16 Association; Inc. Phone;(305)671-1530.Fax:..(305)871-1531 4268 Westroads Qr(ve. � � DRAWING.tNto1 ' DFV�L' �rFtt114 math till-4lg.oam West Palm Beach, FL 33407 4 »^{1,7 0 f/� WALTER A:TIWT Jr.P:E rUORmA Uc.-A 44167. s .:SHEET P.E. SEAL/SIGNATURE/DATE 6 7 F 20 SEE END WALL S EETS 10 & 18 SEE NOTES ON LOCKING RODS0,HV LOCKS(D or 2® OUT 9D N -r/—EXISTING GLASS INSTALLATIONS W/ 1 HV **AND ALTERNATE IV LOCK®ON SHEET 5, IBLADE SLACK DETAIL INF IS VAUD FOR ALL BLADE W HV CENTERMATES CENTERMATES APPLICATION WITH BLADED �"© p OR SEE END WALL CONNECTION i — EXISTING CLASS DETAILS ON SHEETS 10 & 1t� ©•O ©°�©�O•®°� ----- --------------- L--- --------- 2'x2•x1/8S0'-2 I ®•�°RQ.OaR 1 9,Q 3 1/4. 7• B 1/2' 1 (60e3-Te ALLOT)ALUM. 7• ANGLE W/(2) 1/4.0 TAP ON 1/2• '@.® OPPOSING SYMMETRYCAL ANCHORS TO CONCRETE CENTERMATES (TOP/BOTTOM)& 610x3/4•S.Ms.® 12' ! CENTERMATES MIN.SEPARATION (4)670x1/2'S.M.S.roTUBE-f D.C.FULL LENGHT. W HV C 4 or 5 i W/ HV LOCK—o TO GLASS AT EACH ANGLE(TYP)I �* (SEE SCHEDULE 5 - �I I ® « * 35* IN �' 3 ON SHEET 11) I « a3 c? ©°^®°�©•�«®oto •©«� �J — O -- OUT to-Q«�Q•Q«Q.Q� HVA 2 6 7 1 vi 6 7 LSA I EXISTING GLASS f CONCRETE PGURED CONCRETE WALL C-.-- --_ ---------- tD'© ©•��Q+®aa —�F REOU ED CLASS �'®"'Q ®°�®•©�I SYMMETRICAL a'O '©°RZ�'O'®°° MIN.SEPARATION———— �cwss 1/ ©°��•®mt9•�5 ��Exlsnn CENTERMATES 6 IN TocLAss -— —— - A�I.TIR. 1 -* ©•©�Q•Q ®' Tox Q. 1U-HVLOCK ' OPTIONAL I (SEE SCHEDULE MIN. N ._._ (INTERIOR) (� ®�OON SHEEP 11) 70 GLASS(SEE SCHEDULE ON SHEET' 11) OUT ------ Jj,`CONCRETE•CHORS 5 2 *J \ 3 VARIES /"\ © Y'/L« OUT 6 1/2'MAX. SLACK _I i OUT (S_11 (EXTERIOR) HVE ���!!! CCC��� HVF** HVD �J "" FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone Al �p, •''`p r^,• 4/ 02017 TILTECO,INC. ®2017 EASTERN METAL SUPPLY, INC. sF•: BERTHA NTM ZMLTE C_0 ,u,. A S.S A■ Accordion Shutter System H.V. RAM#1 w/OR.W10 RV.wiwow RAX TILLT TESTING.& ENGINEERING COMPANY American $huller System9 EV.N DESCRIPTION DATE DRAWN 9Y: LC. ,4+••••,. ( •V�,�Ltti 8755 N.W.3G:A.SL.SW.705,Y,BGV.'IA GARDENS.FLORIDA 3316 Association, Inc. T oLn 16-oas 7/27/1 DALE: o7/z7/17 Pnone i(305)871-1530.rm:(305)871-1531 4268 Westroads Drive 2 :S��NAL���'\�'' ° "ES-00057 ol.xom West Palm Beach, FL 33407 3 DRAWING No !!!!r,/ WALTER A.YLUT Jr.Px 1 17— WALTER 07 P.E.'SEAL�SIGNATURE/DATE FLORIDA Uc.6 44167 5 SHEET 6 . 8 OF 20 ALTERNATE INSTALLATION W H 'IT" LOCK 0 V MALEIFEMALE 22T" LOCKS-CENTERMATESS 9 & LOCKERS WZ M HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 k 18 I J�STALLATION f1� HV BLADE OUT IN 11.�f]u$IING GLASS GLADE IDSWx DETAII INT,INDICATED ON SIW 8, W/ HD CENTERMATES .(n ®"'®q©•O f�' O ®o /S WELL/S UM I RSAL FLOMMIG BLADE CD ORNL HDD-HAI, 7 a 9 a,1D• INDUTFD ON TMS STIEE7.MAY BE USED WITH T1+IS ALTERNq 10•®�©.®�©.®a INsra noN DETAIL HVG sHowN IN TH5 SHEET. SEE END WALL CONNECTION ©,O,©°'©•O•®� DETAILS ON SHEETS 10 & 18 (Bae3 Te A I 35# 35 ANGLL W 2 1 1•I TAPCON ems• __ _ __ 4 (CPRONAL) M'I/ S. S.OTFOh t L______._______________._.__. __. (OPAIONAL) # — (1)POa1/2•S. S.L(TUMM) FID-3/4'-C. 11- O 12• AT EARL AYCLE(TW) I O.C.FULL Lk7:GHi. —IN—] J 5 3 30#HV I.T., I N _^_— +—^F,esH(irPJ I N (4)PINN.V. 33 o aw•s YN.S9Afua6x LOCK (INSIDE) 1 '+3++• , (�50NLggE - - - -0_7 - --- — � - - — r ,/r ® 5 1 28 29 re 1�— - I (e "� z 3 e• a/s• � 3OUT 31 oR 32 / 33 31 OR3© 31 ER 31 oR 32 K 35 # 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4 �—3 # # SEE NOTE 6 FOR HV LOCH, (OPDONAL) 'T'Loa.ON SHM s: # W/ 7/8"o x 3/32" WINGNUT. (OPRONAL)HDD—HVB OUT —HVC ©0 HV "T" LOCK (OUTSIDE) SYMMETRICAL HO CENTERMATES SYMMETRICAL HD CENTERMATES t RFRF-1 cars ALIJ—M BVG* W1 Q_' LOCK (EXTERIOR) WL f` LOCK (INTERIOR) (2021-T3 ALLOY)URGE FLANGE THIN l!�`� AHEMA N MANUFACTURED PARI/0820. a®m©+pa epmto.®a AS ORN.FACTURFO BT AVEEL JERSEY TEX70RN,PARSIPPENY,NEW JFASEY ��-1 a•®'©•®"'�'®O1 07054 OR EQUAL /% ©.Oj •©y+©.O. 3tom-1 © #st:E NOTES oN tuwNc aoos®c w 0 Laos DN sHm 6 <D j *#UNNVMR Fy nNc WADE(,2J MAL RDD-H10 IS VALID MR ALL aL'NIFR m APPLC wn MIM BLADE Q IDD—HVDs i FLOATING :STACK A, t FLORIDA BUILDING CODE(Non High Velocity Hurricane Ione F CQJS v . 02017 TILTECO,INC. ®2017 EASTERN METAL SUPPLY, INC. 0 4 fs`r '`t� .. w ERTHA VTM I�+�■S■S.A■ Accordion Shutter System y ` RV ft"#1 w/OR W/O RV.WINDOW IMAGE • /� • TILLIT TESTING & ENGINEERING:COMPANY ARIt3IlbOn Shutter SyS18Ei1S Ev.'.R DESCRIPTIOII DATE . DRAWN BY! LC O`•. +f.•., 0 �, 4Q 6355 N.W.38N:SL.Ste.305.MMAGADENS,PLOWA 3316 Association, Inc. OLD 1S=085 7/27/1 DATE: 67/27/12 PhonS:(305)87t-1930.Fa::(309)871-1531 4268 Westroods Drive 2 .-_'ONAL EO I((' -moa: OG06oaoLcam West Palm Beach, FL 33407 3 DRAWING No pFF+F' WALTER A:ILUT1 J,.P.E. 4 17-107 rrrr// P.E. SEAL/SIGNATURE/DATE FLORIDA�P 44167 5 SHEET 6 9 Of 20 NCRETE POURED CONCRETE POURED CONCRETEQUREO CO POURED CONCRETE OR OR CONCRETE OR CONCRETE OR CONCRETE 7— BLOCK WALL REQUIRED CONCRETE BLOCK WALL BLOCK VU REQUIRED BLOCK WALL REQUIRED REQUIRED EXISTING GLASS EXISTING GLASS HOW EXISTING CLAS Z �2*MIN—• EXISTING GLASS CONCRETE ANC S F CONCR po'C. IAN.SEPARATION— r--—-� _'F 0 16 MIN. To GLASS(SEE IAN.SEPARATION I • WX SEPARATION IAN.SEPARATION SCHEDULE ON StiEV 10 CLASS(SEE TO GLASS(SEE ED ED TO GLASS(SEE 77 FOR MADE©AND SCHEDULE ON SHEET 01*4 SHEET 19- 'j I Ar SCHEDULE SCHEDULE ON SHEET 1/167x3*MAX OR 11 FOR BADEQ)AND ON&�eu .11 FOR SLADE 0AND I I FOR BLADE(DAND (6063-T6)CONT. BLADES ED&9 ---1 ON SHEET 19 FOR 1/2' !ON SHEET 19 FOR 9, ON SHEET 19 FOR ALUM.CLOSER I rAfiD"SG)&(9 1 BLADES(D&(g) (LOCATE BLADES(D&G) PLATE. (LOCATE /2'T T AT OTHER SIDE MIN I E 1.w OF(D) 4 USE I'OR 2 1/2'MIM ----------1-7, 1 (AS APPUCABLE) $'.O'- #10xl/2*S.M.S. __-_-- ALUMINUM CUP ANGLE #10.1/2"S.WS­ 0 16*D.C. {6a63-T6 ALLOY)AT MIDHEGKT 16'O.C. 4 la#100/2-S.M.S.To(a),& (2)1/4"0 TAPCONS ANCHORS TO n4 O.C. (LOCATE AT WALL AT 1 SEE DETAIL X F(mj SIDE CONNECTION I OR EITHER SIDE OF p) OR 1 SEE DETAIL X FOR 1 OR & TO TRACKS OR L SIDE CONNECTION SIDE SEE DETAIL ECTION X FO 4 T CON 67 10 TRACKS 6 7«a I TOITRACKS 10 ®«0.0.« 10 @ 0!@.&0 END CONNECTION DETAIL(3) END C0t4NE!qBPN DETAIL I(@ END CONNECTION_DETAIL1 END CONNECTION DETAIL F,116 REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" POURED CONCRETE OR EXISTING 4 CONCRETE BLOCK WALL GLASS EXISTING GLASS REQUIRED #10.1/2*S.M. SEPARX110" a 16*01.c� MIM SEPAPATION Y TO GLASS(SEE TO CLASS(SEE SCHEDULE ON SI-M 71 FOR MADE LDMO CONCRETE 1/2'MIN. SCHEDULE ON SHEET OR@OR(90R(D ON SHEET 19 FOR ANCHOR 0 11 FOR MADE(E)AND 4 ------ RAM(D&(2) 12'O.C.77-\ ON SHEET 19 FOR --------;_-!=Idi OR(D CONCRETE c C L ANCHOR 9A 0 16 1/2 MIN. 4 O.G. t, L OR(g)OR(DOR MI..r.ETE, SEE LIM MIN. 2'MIN./ - OF BLADE(DON%AnoNs SHEETUSE FOR 19 OR@OR(qOR@OR(g VIEW 5 e110 R PLAN D (D OR ETAIL END -INSTALLATION L.POURED CONCRETE OR CONCRETE BLOCK WALL -(D @-&(D-@- HV BL REQUIRED N OR 14 BY WINDOW BLADE INTO @- CONCRETE OR -CONCRETE BLOCK WALL. END CONNECTION DETAIL(5 NEC ION DETAIL @ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) RN METAL SUPPLY, INC. V 2017. EASTE 02017 TILTECO.INC. ENS' BERTHA HVTM Accordion Shutter System /7%LT7E7C::0�i:m�c RV.RAM#1 W/OR WIO KV. WINDOW BLADE ANSMSmAn American Shutter Systems REV,No OMMpTion DATE DRAWN BY: LC. TILLIT TESTING & ENGINEERING Assoclafion, Inc. I OLD 15-085 - 2 COMPANY 07/27/17 OATL 07/7/17 t7 IC 14- v, SL,'$1n,3M'ARMI­WIDENS,FLORCA MIA ,I, I NG No Ph..�: (305)871-1531 4268 Westroods Drive DRAW[ ­""��w VII-OW.'a. — ...... West Palm Beach, FILT4.7 3 0 X t9k'ON - 6719 17-107 � WAVEGSXO�O'LUT J,P.F_ 4 FLORIDA Uc 44107 5 SHEET P.E. S SIGNATURE/DATE 6 10 OF 20 SCHEDULE X11 SCHEDULE 92 SCHEDULE #3 }MAXIMUM SHUTTER SPAN* OR "L-" MAXIMUM SHUTTER SPAN* "L+" IMUM SHUTTER SPAN*"L+" - r (ft.). FOR INSTALLATIONS W/ PS OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS NS7�{An0 ND CENNTERMAIM,Q & '4:J or or INSTALLATIONS Wj W - - I CONCRETE & WOOD (1) L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN, W/ ONE H.V..LOCK or or or N RMAT & & W/ ONE HV LOCKS MANSORY ^� POSITIVE A.S.O; DESIGN PRESSURE.RATING. FT��, t-:MAX.ALLOWABLE SPANFOR.A GIVEN NEGATIVE HO LOCK (a W/ NO LOCKING RODS or ONE HV LOCK or ar OR W/ NO LOCKING WALL A. 8, C. D. E. M, N, 0; P. Q, A S.D. DESIGN PRESSURE RATING. {C,�ENTFRMA1@ 28® 29 W/ ONE W/ NO LOCKING RODS ODS MOUNTING F, K & L R, S, & V. 'V"T" LOCK 30 WjTWO LOK NG (SEE NaTE5 1.1`t) (VAUD FOR MOUNTING Q (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 NNT1rrO}}77P��GG& BOTTOM EE - SHEET 7) FLOOR/CEILING C. H. I, 11. J T, U, W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEIUNG: CONCAW1 ho INSTALLATIONS Q CQNGRETE&WOOD CONCRETE MOUNTING & H NAkIINM "'�9N11t I TSTA N ww GIVEN A POSITIVE A.S.O. DESIGN PRESSURE RATING, ASD.DESIGN -3.0.DFsm1 INSTALLATIONS DETERMINE MAXIMUM SPAN'L+'FROM SCHEDULE. "-sD•nmGN Fftrss WALL MOUNTING AR¢wRE GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, PRE',LUF2 WALL kt017F111NG FLOOR CEILING RAMa k MING BOOR/CftUNC NOUfiiWG PAT, MOUNTING (A.ef.) FLOOR/CEIUNG MOUNTING. (A.,L OR •� 00 INE MAXIMUM SPAN 'L-`• FROM SCHEDULE. I.OR-). I.aft-)' FLOOR/WALL t ALL uI)-(ft)G MAXIMUM SHUTTER SPAN 'L+"OR 'L- FOR L f (ft) 7-1)-IfL T (ft) L_(R) L ti (R) L-{R) L t (R) L-(R) FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LE 16'-O' :IV-0° i6'-O' i6'-D' 30 16'-0" i6'-O" 30 16'-0" i6'-0" INSTALLATIONS INTO WOOD SHALL BE TING:, 70 t05 psf.AS.D.DESIGN PRESSURE RATING:, �it�uM DETERMINED SPAN BETWEEN`L+"AND"L--. 35 14'-10- 14'-10" 15'-2' I6'-0" 35 14'-10' 14•-10' 35 ?5'-2� i6=10' 40 -1 D- t3'-70' 14'-2- 15'-2- 40 13'-10" 13'-10" 40 14'-2' 15'-2" (3) PROCEDURE 70 DETERMINE AtN(tMUM SPAN FOR •_1• 13"_1• 13"-4' 14'-3• 45 13'-1" 13'-t" 45 13'-4' 14'-3' f HV CORNER CENTERMATE 83 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS _ Vl/FLOOR/CEIUNG MOUNTINGS: 45 13 50 72'-5' t2-5' 12'-8' 23'^7` 50 32'-5' 12'-5` 50 T2'-3 -13'-1' MOUNTING INSTALLATIONS.LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDRION#2 55 I1'-10" 11--t0- 12'-1" 12'-il' 5S 11-10 it'-1d" 55 11•-1• FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE NOTE 05,SHEET S. RATING- 60 i i'-4' ti'-4` 11'-7' 12'-4" 60 t'-4"T 12'-4" 60 10'-2`- 10'-f f" OEIERMINE $5 10-10" 10-10' il' 65 10'-10' 101-10" �65 9'-5' 10-1 Lt+-MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 70'-6' SO-6" 10`-9" T t'-5' 70 10'-6" 10'-8" 70 8`9 9-4 i1+= MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10'-t' 10'-1' 10'-4' I1'-1" 75 10'-1' 10'-i" 79 8"-9 ttFXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. 80 9'-t0- 9'-10' 10'-0' W'-9" 80 9'-10' 9'-10" SPAN"L+'OR 1--'AND MAXIMUM AS.D.DESING FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE $5 g�_g• g'..g• 9'-9' ID'-5' 85 9'-6• - 9'-6` PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: 90 9"-3• 9'-3' 9'-5' 10'-1' 90 W-3• 91-3' OR CONCRETE BLOCK SHALL BE URtrTEO AS FOLLOWS, DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING L7 MAX, SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-O' W-9' 9'-2' 9'-10" L 9'-0' 8'-9" LIMITED TO�+64,-72-p.s.f. AND W-0` SPAN, SEE L2--MAX. SPAN FOR FLOOR/CEILING MOUNTING 100 8'-g• g'_q• g''...Q• 9'-T 8'-9' 8'-4" MOUNTING la ON SHEET 7.. INSTALLATIONS; 105 V-7" 7'-T1" 8•-9' 9'-4' 8'-7' 7'-1.1" 110 8'-4' 7'-7• 8'-7' 9'-2" W-4' 7'-7" FINAL MAXIMUM ALLOWABLE SPAN R EQUAL. "L THE 115 8'-2" 7'-3' 8'-4' 8'-11- 8'-2' 7-3 SEPARATION TQ GLASS SC IEUULEMINIMUM BEIViEEN•Lt+:"ts+". 'U-•At1D •Lz_• 120 8'-0• 6•-11` 8'-2' 8'--9' 8'-0' 6'-11" {4) GO TO ANCHOR SCHEDULE WITH FINAL NAXIMUM 125 6'-8- 8'-O' 8'-5" 7'-t0' 6-BALLOWABLE SPAN AND NEGATIVE&S.D.DESIGN 130 T-8' 6,-5" 7'-10' 8'-1' 7'-g• 6•-s' WIND ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR MINIMUM SPACING. 135 7'-7" 6'-2' 7•-9' 7'-9- 135 r-7- 6'-z' SEPARATION Lao T-s s'-11' i'=r- T-6 Lao -T-s' s-71" ASTM E-1996 TO GLASS 145 '/'-3" 5'-9' 7`-5 T-3• _145 150 7'-2" 5"-7- 7'-a' T-0' 150 T-2' 5'.-7` 155 T-0' 5'-5' T-2' 6"-9" 155 7`-0' S'-5" 1 THRU 3 1" _-160 V-11 5•-2' 7'-1' 6'T 160 .6'-11" 5•-2" 165 6'-10' 5'-1' T-0• 6'-4" 165 6'-10' V-1. 170 6'-9- 4'-ti' 6•-11' 6'-2' 170 6•-9' 175 6"-7' 4'-9' 6'-9' 6'-0' 175 1'-7' 4'-9` . ..160 6'-6' 4'-8' 6'-8' 5'-10' 180 6'-.6' 4-8' H V BLADE 185 6'-5' 4'-6" 6'-T 5'-8' 185 7 6'-5' 4'-6` 190 6'-4' 4'--5" 6-6" 5'-6` 190 6'-4' 4'-5' 195 6"-3' 4'-3" 6-5' S''-5' 195 4'-3" 20Q 6'-2' 4'-2- 6'-4' 5-3• 200 6'-2` 4'-2" 205 6"-i' a'-1 6'-3' . 5'-1 205 s'-, ,v "':..y, FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 42017 RLTECO,INC. 0 2017 EASTERN METAL SUPPLY,INC. BERTHA HVTM A Accordion Shatter System . . ■ W KY. GLADE,#1 W/OR W/O KV. WiM01W BLADE 7C - ...• American Shutter Systems. EY.N- .DESCRIPTION DATE DRAWN BY:NLO:V. LC. >, TILLIT TESTING & ENGINEERING COMPANY � Association,.Inc. t ola 15-oss 7/z7/1 DATE m/z7/17 �D 'try A sus R W.36M sc.Ste,3os.,Mel A caRDEN%FLOROA 33v F 4 4288 Westradds Drive s F6ona:(108)p71-1630..Faz:(3a5)p77-1631 DRAWING Na rry� ttA�i �• d "-m T;Un«DaecLcam West Palm Beach, FL 33407 s v�r�f�AL 6 j�Tttt WALTER A O�WT19 P.E 4 17-107 FLORIDA Lie.p 44167 s' SHEET' P.E. SEAL'/SIGfS�TUkE/DATE 6 11 OF. 20 71-Y41 710)4 Will, .•[ r • • e� 11 1 . 3�1 :� 1 • . r .111 .1. :•. �'. '«.• r �• rll2 .Ca •". •r .SII Al•: •r : ./t f _ . . r '� ,s a• s� � 'n s,.n• .f��I�'�f��li�� •��� � r" VN���uL ;�, - '1 •- • • •• mm 6:@@QMIIMsKM�I ®m�MOICMM3lr�16Mm@MMQ !13 minAvoMMM�6MmJiL7 o1M7MMMI1tM M» 1 ®® �pQWO�l @! >C.ppQ�. lE.�. 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A®C1JOL7CMiMmnnnlOboCM��MCl�7lMM6 y I II I III - ._• a•^ ' i - MAXIMUM ANCHORL SPACING Ax. SH(_ITTER EA& SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES g gyp,Dimly,h�"" PRESSURE RACING 0.Np A(ORRFSPONUINC A!OIHIiNC TYPE FOR GGNCREfE OR CONCRF,t 9LOCK fNSfALLA110NS (SEE MOUNTINGS 4 6,A H.ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE"SHALL BE AS FOLLOWS: PDIRED OONCI3lE/CONCftETE BUICK POURED CONCRETE (A) TO EXISTING POURED CONCRETE; (Min,rc-3 ks.1 ttA7NaDN @ WALL SILL MOUNTING (G)CEILING MOUNTING FLOOR MOUNTING - 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER.(Min.Fc=3-Llai) ANCHORS SPACING LFMn 1/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPEC"COMPANY. (Min, f'c m 3 bi) SPAR(1O; D.OfSkl t06oNE.PRESSIQiE RARYG 0. NE61trvE RtE53T. RAi2{0(pq, .0.pFscx aECATNF 9AtW0 ^t f.4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC,(Mi..('c-2 ks;) TAPCON OR ., 1/{"OTAPPFR+ANCHORS AS t3ANUFACIIIR(DX BY POWERS,FAS INC.,AND DISTRIBUTED BY ALL POINTS SCREW,'HOLT&SPECIALTY ,30 dO 60 75 9D 120 STiO 205-.30 40. 6D 75 90 120 760 265 3q" 40 60 75 90 120 160 20S TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED SMITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATIO6,INC. 14 IT TO 9 8 8 6 5.5 14 12 to 9 a a 6 6 14 12 10 8 8 8 6 6 THREADFORM TECHNOLOGY 3'-0` iS '12 70 9- 8 8 6 6 14 12 to 9 TT 8 6 6 14 12 10 9 8 $ 6 8 ALL POINTS SOLID-SET OR LESS t4 12 10 9 0 8 6 6 14 12 10 e $ a 6 6 14 12 t0 9 8 8 6 S BLUE TAP W/CAP NOTES. t4 12 10 9 e a 6 7 14 12 10 9 8 0 6 6 14 12 10 9 a 0 6 '8 TAPPER+ A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPGON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 1{ 12 10 9 B 7 5.5 3.5 U 12 10 9 @ 8 8 6 14 12 10 9 8 8 6 5 ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2 4•-d' 14 t2 10 -iii- $ 8 6 8. 14 12 t0 8 8 a 6 8 14 12 10 8 8 8 6 55 T4_12 10 9 8 .8 6 4 14 12 10 4 $ 8' e 4S 14 12 10 9 8 b + SS A2)MINIMUM EMBEDMENT OF'1/4'0 IT 3/4`ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8`INTO THE POURED CONCRETE. NO EMBEDMENT 14 12 t0 ,9. 8 8 6 4.5 14 12 10 9 8 8 6 5.5 14 12 10 9 8 8 5 4.5 INTO,STUCCO SHALL BE,PERMITTED. 1/4'0=20 S.S_.MACHINE SCREW USED SHALLSE 1 1/2'LONG MINIMUM SHOULD STUCCO rrR--SEE=T.-I.OF OSE FOR 14 12 t0 9-7.5.SS 3.5 - 14 12 SO 9 $ 8 6 5 to 12 TO fl -8 7 sS +. t EXIST,AND t`MINIMUM FOR WALLS WITH NO STUCCO. '14" i2 10 ii 7 8 8 9 6 14 12 10 9 8 8 6 5.S 14 12 10 9 8 8 6 4.5 I `DN 5H5CT 19 5^0` i4 t2 t0 9' 9:. J 4 -. 1+ t2'.10 9 $ 6.5 5 3S t4 12 t0 8 85 5 3.5. 3 A3)IN CASE THAT PRECAST,STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THECXWING WALL OR FLOOR, t4 12 10 9 8 7.S 4.5 - 14 12 tD '9 a 0 5 4.5 14 12 10 8 . 5:15 3 ANCHORS SHALL BE LANG MUCH.10 REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICRED ON 14 /2 9.5 7.5 8.5 4.S - - 14 72 70. 9' @ 7.S 5.5 4 14 12 10 9 8 6 4.5 3.5 NOTES Al)&A2)ABOVE.FOR INSTALLATIONS ON VINYL SIONG OR EIFS WITH OR WITH UI METAL STUDS CONSULT THIS ENDBNEER FOR t4 i2 t0 9 a a 6 - - 12 70 9 6 8 6 5 t4 i2 10 9 B 8S 5 3.5 INSTALLATION INTO F'1F5 NiTt{METAL STUDS SEE SHEET 20. 14 12 10 9 7S 5.5 3 - 14 12 10 a6 7 5.5 4 3 74 12 a 9.S 5,5 4 3 - 14 12 10 9 8 6 - - 14 T2 10 9 8 6S 5 3.75 14 12 IO 85 8 5 4 (8) TO EXISTING CONCRETE BLACK:(ASTM C-90) 14 t2 8 6.5 5.5 3 - - 14 12 10 e B 6.S 4.5 3.5 14 t2 10 0 7 5 3.5 3 - 1/4`0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS'MANUFACTURED BY LT.W.BUILDER. 14 12 t0 9 a. a - - t4 12 10 9 8 1 5 4 14. -12 f0 9 7S BS 4 3 - f/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED 13Y ALL POINTS SCREWY,BOLT&SPECIALTY COMPANY. 7-0' t4 12 1! 8 6.5 4 - 14 72 9 7.5 6- 4.5 3S 14 COLS 7 5.5 4.5 3,5 - - - 1/4'0:BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 12 10.8.S 7.' 4. - 1i 12 l0. 9 7.S 5.5 4 - t4 12..9 7 7S 4:5 - - 1/4'0 TAPPER.ANCHORS AS MANUFACTURED BY POWERS FASTENERS;INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN'SHUTTER SYSTEMS ASSOCLATION,INC, 14t1 7-5.5 45 -- 14 12 TO. 9, 75 5.5' 4 - Y4 12 9 7 6 4S 3 = 12 'ID' 5 9 8 8. - - 14 12 10 9 8 8 4 - 4 12 10 8 IOZ 1 5 13.51 NOTES: 14 t2 S.5 7- S5- 3 - - t4 17 B 65 5S 4 3 t2.5 9S 6 5 4 3 - ILI)MirCUUM EMBEDMENT INTO CONCRETE BLOCK OF TAPGON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 t/4'AND TAPCON 14 12 9S 7.5 8 - 14 12 9.5 8 65 S - - 14 12 8 6 B,5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS I'. /3 95 li.5 S J.S - - - 14 12 10 'B 65 5 - - 14 12 8 6.5 5 4 - 9.�, ti t2 70 9 8 - - 44 12 t0 9 TS 4.s - - 14 12 8.5 7 SS 4 - - 6.2)MINIMUM EMBEOMENT OF 1/$o x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 1L5 1.5 6 4 - 14 11 7 15 S 3.5 - -. 11 6 55 4.5 3.5 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"6-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULDSTUCCO 14 12 1 8 16-514.5 - -114 112 85 7 5.5 4 - - 14 70.5 7 ,i 6 4.S - - EXIST,AND i'MINIMUM FOR WALLS WITH NO-STUCCO. 1.5 85 5.5 4 - - - - 14 12 9 7 6 4.5'_-_ - t4 11 7 35 4:5 J5 14 12 1D 9 7.5 -� - - 14 12 10 8 6.5. 5 - - t4 12 a 6 5 4 - - B.3)IN CASE THAT PRECAST SIGNS.PRECAST CONCREM PANELS,PAVERS OR ANY VENEER BE FOUND ON THE:EXISTING WALL OR FTOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 44105 7 SJ.S' - - 13 9.5 6.5 5' 4. 3 - - f07.5 5. 4 3 - - - 14 ti 7.515.51- _ _ _ 14 tt.5 9 6 _S 4 - 2S It IT 5 4 4 - NDTES B.1)&8.2)ABOVE-FOR INSTALIANONS ON VINYL SIDING OR PIES WITH OR WITHOUT NE7AL STUDS CONSULT THIS ENGINEER 105'1 B 6.5 5.5 4 - - 13 t0 65 5 4 3 - - FOR INSTALLATION INTO"IDES WITH METAL STUDS SEE SHEET 20. 9 7 6 14 110.5 7 15.5 4.5 3,5- - - (C) ANCHORS.SHALL BE INSTALLED rOLLOW1NG ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 125 9S S - - ^ 12 9 4.5 4 3 - - 9 7 45 SS 3 - - 14 10 7 - - - - 14110.5475.5 45 - - 11,5 eS 5S 45 3.75 - - - (b) SEE SCHEDULE BELOW FOR EDGE.DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 14 11.5 6 5 - - 12 96 4.5 4 - - - 12'-0` - - - t4 12 8 6.S SS - - tJ 10 6.5 5 4 - - Ej1aF OL$,TAN-F��Ij91_SS SPACING SCH QULE FOR ANC HQRS; 15 65 4.5 - - - - 11 B S.5 4 315 - e 8 4 7 - - - UAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 35 95 6 - - - 13 9.5 &s S 4 - - - to's a 5 4 - - == BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY 7HE FOLLOWING FACTORS. 9 85. - - - - - 14 10.6 7 55 4.5. - - - 11 8.5 5S 4.5 35 - - REDUCED SPACING OBTNNEO USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 14 t2 - - - - - _17 1tS 75 6 5 - - - 12 '9 6 4.51 4 FACTOR _- i3"-d' ACTUAL Cob e - - - - 10 7.5 5 4- 3 - - - 75 s.5._i 3 - - - EDGE TAPCON' TAPOON WITH.ADVANCED ALL POINT SOLO SET BLUE TAP W/CAP TAPPER + i25 f _ _ _ _ - 12 9 6 4.5 4 - - 9.5 5 4 _ _ _ t v �p OICTANCE -THREADFORM TECHNOLOGY MIN.SPACING a b - - i3 9.8 &S 7S 5 4 - _ - - n+,• MIN.SPACING 3' MIN.SPACING 74 12 - - - - - - 14 105 7 5S - - - 11 8.5 S5 45 - - - E.O. 3` MIN.SPACING 3 1/1' u1N.SPACING m Zr J 3/4' 4' 14'-0 to 7.5 - - - - - 8 7 +.5 JS - - - - 7 5 33 3 - - - - BLADEW POURED CONCRETE& POR£D 001, CQ#l�if gpOt POURED CONCRETE& POURED CONCRETE&PtlS3D CONCRETE B XX 11S a 1t 8 4,5 45 - - 9 65 4.5 - - - t V CONCRETE BLOCK N2t ELL t/2'NN ED. tj2' CONCRETE BLACK CONCRETE BLOCK Mtt EM-3 1/2'181,E0.,21/2' MK ED..x WN E0.,3 1 ' MN ED.•3' 12 9 6 _ - _ _ _ 0.5 7 4.5 _ _ _ 3• 1,0, 0.90 1.0 0.76 1.0 0.84 t,4. u - - - - - - tis to as - - - - - 1os a 5 - - - - BLADE WO, KiNG D.a,- ,.o 0.67 t:o 1s'-0` 8 - - - - - @.S 8.5.4. .- - - - 8.5 9 J. - UNISON.♦ 21/2` _....... �` - - - - - - '_:- -2•. .. '0.71'- - 0.51 10 - - - TOS,.a 'S - - - " OS 6 4 - - 7 _ 11.s 111 u.5 - - - 9 6:5 4-9 - - - 1'3/A' - 0.91 - - - 0,43 16'-D" N - _ - 125 95 6 - 10 7,5..5 - _ 0.35 $ _ - - - - 8 6 9.5 - 93 7 5 - - - - e 6 4 - CC- - FLORIDA BUILDING COOS(Non Nigh Velocity Nurriddn_e Zone 4f It,- \F ]'�/a� 02Ot7 TIL7EC0,INC. (42017 EASTERN METAL SUPPLY,.INC. 4 tis 1� •cF Mfr : -BERTHA HVTM v� /T77MEZ76 �N�'. A■ . ., ;■ Accordion Shutter System FIV.BIADE#1 W%OR W/p N<Y. WiMCW MAX American Shutter $ tams 4!� TILLIT TESTING k ENGINEERING COMPANY Ev.N D€scwPlrox DATE DRAWN BY: Lc. O[ ;• : d3S5 IN,w.3618 SL,Sts.305.41RCf4A 6ARaaNS,RO&16A 3316 Association, Inc. '1 OLD 15-085 . 7(27/1 aATE: 07(27/t7 ' i � pfwne:(305),471-1.930.Fox:(305)@7t-1531 4268 Westroods Drive 2 DRAWING No '«« 0 ioA:r ffe 0_0:ca�a6nw.rm West Palm Basch, FL 33407 3 7_ 7 ytSl1/O........ r`irffif WALTFA A.T�ILLIT�4,P.E. 4 - VNAtZPY'j FLORIDA U.}44167 5 SHEET F'-E•�S 0J9 DATE a 13 OF 20 o r L Q � c � O Z o U mo Z I O oW Z Wo o +�E s Z =z^ oWa� m E U1�J tiz 7m aGF �WN W�UaVZ OIr�Wo�oYNj Q 0 N ~a0m 0 wa.,d 3..COVCp�o ncclLJc0Li �m >4~N c V E W O Q r r d3:nn v i Z ZiNNNN'N VNIm NnNV+1 an11Nnt INillallll � II IYIII�jI 11Ml Ilnlllnlillll 2 ?.4�{"o LLb yl-111 a a m a N+aNNn Nmm�Y lNnl INnI l O W�yoPi� mint Yr I NII INI IIS Il41II + IIIVIII I�11 _�_ O tJ Via V � rl -N1n Naha aNNNN N mµN N'VY INhl lanllNn.I INI II NIlllml1111 z $$F `�Wp�Wp�l m a I W m aN NNNNNNNN NmN Nr.......... 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G=0.36 MNSINUN SPM(D) WALL MOUNTINGS CEILING MOUNTL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N, 0 & R FLOOR MOUNTINN, 0 & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS WALT- MOUNTINGS B.O.WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS W & X W& X W & X P & Q S&V S &V S&v tf3Dl HAti£ikmrs:wit& (F931 ffGCA fF3191E 16otKEsx:PARC{a0 7F31Amarcffina BM({d} D Q ....30 40 60 75 90. 05 30 4D 60 75 90 ' 60 75'90 05 30 40 64 75 90' OS 30 40 60 J5 94 05 30 40 60 75 90 OS 30 40 fi0 75 90 05 30 40 60 75 90 05[12 40 60175 90 05 30 40 50 75 94 05 '-V OR Las 12- 10 10 9 -8 8 5 6 6 6 6 6 12 10 TO 9 $ 9 6 6 6 6 6 6 12 110110 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 72 12 12 12 12 12 12 12 12 12 17. 12 12 12 12' 1q 10 9 8 8 6 6 6 6 6 6 12 70 10 19 8 8 6 6 6 6 6 6 12_10 10 9 8 8 8- 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 72 11 12 12 _5•-0•- t2 70 10 9 8 $ 6 6 8 6 6 5.5 12 t0 }0 9 8 8 6 6 6 6 6 5 12 i0 70 9 8 7 b 6 6 6 6 5 6 5 4 4 a 3 72 72 12 t2 t2 12 12 12 12 12 12 12 72 72 11 72 0.5 6'-0' 72 10 14 9 8 6�5 6 6 6 6 5.5 4.5[12 10 10 9 8 5 6 6 6 .5 5 4.5 12 10 10 B 6 3.5 6 6 6 6 5 4.5 fi 5 4 4 3.5 - 12 12 12 12 12 12 12 12 t2 12 12 12 12 12 12 iq 8.5 p_O• 12 i0 10 9 6.5 4 6 6 6 .5 4,5 4 14 70 9 5 3 6 6 6 5 4 3.5 12 10 10 7 3.5 - 6 6 6 5 4 3.5 6 5 4 4 - 12 12 12 12 12 72 i2 t2 12 f2 10. 12 i2 72 0.5$,5 7.5 8'-O' 12 10 10 7.5.4.5 3 6 6 6 5 4 3.5 10 10 6 3.5 - 6 6 S .5 3.5 3 12 10 10 -0 - 6 .8 5 S.5 3.5 3 6 5 4 - - - 12 12 12 12 12 12 12 12 11 9.5 12 12 1.5 9 7.5 6.5 g'_O' 12 10 t5 3.5 - 6 6 5S .S 35 3 t0 e'a - 6 5 4.S 4 3 3 t2 t0 a 3 - - fr 6 4.5 4 3 3 6 5 3.5- - - 12 12 12 1212 14. 12 t2 tt. 9.5 8.5 t2 }2 t0 8 8b.5.5 i0*-0' 12 14 7.S 4 - 6 6 '5 4 3 - i0 6 3 - 6 6 4 .5 3 12 10 3 - - 6 6 4 .5 3 6 5 - - - 12'12 12 I2 1.5 9.5 12 12 0. 8.5 7.5 12 12 9 7 6 5 17'-4• 12:t4 5.5 - - - 6 6 4.5- - 70 4.5- - 6 5.5.3.5- 12 .10 - - - - 6 .5 -0 - - 5 - - 12 i2 t2 72 t0 8.5 t2 t2 l2 9.5 8 7 12 72 8 6.5 S.S a,5 2-0LL1210 4.5'- 6 6 4 - - - 70 3.S- - - 6, 5 3.5-• - 12 10 - - 6 5 3.5- - - 6 5 - - - 12 12 T2 1.5 9.5 8 12 12 II 8.5 7 6 12 15 J.3 6 S 4 l0 - - _ 6 6 - - f0 - - - - 6 4.5 - - - - t2 7.5 - - - fr 4.5 - - - - 6 •.5 - - - M212 12 0. 8.5 7.5 iZ t2 10 8 6.5 5.5 t2 O.S 7 5.5 45 4 tq - - 6 5.5 - - - - 7 - - - 55 4.5 - - - - 12 7 - - - 5.5 4.5 - - - 6 3 - - - f2 12 9.5 8 6 12 12 9.5 7.5 6 4.S 12 9.5 65 5 4 3 - _ _ ... 6 _ _ _+-7: _ _ t2 _ _ _ _ S _ _ _ g _ _ _ _ _ g _ _ _ _ _ t2 51 9 7.5 5 i2 t2 8.5 7 8 4 12 9 6 5 4 16•_4• _ _ 12 _ _ _ _ _ S - - - 11.5- - - 5 - - - - 6 - - - - 12 12 10. 8.5 6.5 4 12 12 8 6.5 5 3 1.58.5 (1� HV BLADE OR 1 HV BLADE W/ HV WINDOW BLADE WORKING IN UNISON* •51T:uuJjAn(r!+s CF USE Is FORRun t GN SHEET 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR OR SOLID WOOD SOFFIT SHALL SE AS FOLLOWS: 3-SUSSHTATC SHALL CONSIST OF THE FOL DRING: -SOUTHERN PINE Na.2 W/G=0.55(MMS) - 1/4'0 TAPGON ANCHORS,AS MANUFACTURED eY I.T.W.BUILDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/Ga0.50(N.DSJ EACH SECTION ON SHEETS/6 @ 17. -SPRUCE PINE nR NORTH W/G=OA3(ND.S.) IIXCEFMON:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOLIDI W/G=0:36' .1/2'COX PLYWOOD.(1 985 APA) LAD SCREWS AS PER N . 2,ANCHORS TO HER NOS 2O20i15 SPECIFICATIONS. SE'AS AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF ,4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTUFtFR. FLORIDA BUILDING CODE{Non High Velocity Hurricane Zone t+111 l�t�r tVA. ,�,�„� C2017 HLTECO,INC. 2017 EASTERN METAL SUPPLY,7M TA !�` A Accordion Shutter.System 474 ? i a �Mc C1 I N c, ■ , ■ ■ ■ H.Y. RAM#i W/OR W/O N.V.WINDOW WX ,r TICCIT TESTING& ENGINEERING COMPANY American Shutter Systems EV. DESCRIPTION DATE DRAWN W. LC 411 ; Association, Inc. t oco 15-0e5 ]loft DATE 07/27/17 \ 5355 N.W.3m.St.,Sia.305,YRC4Y44 aARDc74S.PLORt?A 331 A', t Ph-:(305)971-1530.ra=:(305)871-1531 4265 Westroods Drive 2 DRAWING No .-.dl:mtM o.,4- West Palm Beach, FL 334D7 3ED- 17-107 T i 7 WALTER A.�LUTi dr.W. 4 l t 1j1 FLORIDA Lic.t 44167 5 SHEET P.E. SEA[-/5l13f4A1VRE/DATE 6 1 5 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR a) HV & HV* BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATION! INTO WOOD WITH HV 13-LADE liYONLY $HAL WALL FINISH BE LIMITED JO 105.0 psf, A.S.D. DESIGN EIRESSURE RATING, SEE SHEEJ 19 FOR MAX SPAN & _i/4"o TAPCON OR A.S.D,. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 0) fA) WORKING, IN UNISON TAPCON WITH ADVANCED I >< T" 'Y T�4'0OTAPCON OR i THREADFORM TECHNOLOG C � WITH 0 A VANCED'THREADFOR&I TECHNOLOGY 1 1&2 1! - PENETRATION W/ 1 1/2-Mi..PENETRATION OF THREADED AREA TO EXISTING wt SEPARAMON OF 114R AREA TO f EXISTING WOOD HEADER. SEE SCHEDULE ON SHEET 15) TO GLASS(SEE OR OD HEADER. ( I (SEE SCHEDULE ON SHEET 15) 1/4"0-20x3/4'S-S.MACHINE SO4EDULE ON SHED 1� SCREWS W/1/4*-20 HLITS I I FOR BLADE @N SHEET 19 FOR 12"O.C.OC EXISTING & GLASS—i WALL— I ak 5 FINISH 11 Mi IL—OPTIONAL WALL WO D�DLt SH �ISTJNG MIN. r.4'WOOD —2*.4"WOOD HEADER REQUIRED HEADER RE I TAPCON WITH ADVANCED REQUIREDlt ;�P TAPCON OR THREADFORM TECHNOLOGY W/1 EXISTING MI.SEPARATION --(D GLASS-1 Min PENETRATION or THREADED AREA TO _ENC WOOD HEADER. TO GLASS(sm GLASS W' "i AIN,SEPARATION TO SCHEI)LAX ON SHEET E il FOR BLADE EXISTING �—(SE SCHEDULE ON SHEET I I y 1�(IEI SCHEDULE ON SHEET 15) (DANG GLASS--I "J ON SHEET 19 FOR 2*.4'CONT. SILL BLADES(D PLATE RCO'D. HV WALL HEADER INSTALLATION HV WALL SILL INSTALLATION til HV WALL HEADER INSTALLATION I--T SEPARATION TO GLASS (SEE SCHEDULE ON SHEET I I)— PAIN. SEPARATION TO GLASS EXISTING ON SHEET 11) 1 IT EX (""---'(SEE SCHEDULE. EXISTING SEPARATIONTO GLASS MIN.SEP I 2'x4"CO"-(SEE SCHEDULE 014 SHEET 11) SS. WOOD PLATE 1/4-0-20.3/4- MACHINE ScRF%7S RCO'M 1/4*0-20.3/4* 1/4-20 NUTS USING MACHINE SCREWS W/ 0 12'D.C.—, 1/4--20 NUTS 0 121 ICE ss WALL FINISH OR @ 1 OR 2'x4" IA, WOOD Pn�" in. REO*D. I Il 1 Min. 1/4-0 TAPCON OR TAPCON WITH ADVANCED d" 7HREADFORM TECHNOLOGY g I 1/2' 2.4'CONT. Min.PENETRATION OF THREAD AREA TO i LL PLATE % WOOD,HEAOER. 115 t i. 1/4-o TAPCON OR TAPCON WITH ADVANCED EXISTING (SEE SCHEDULE THIRFADFORM TECHNOLOGY W/ 1/2- lr�4;00TAPO EDULF,ON SHEET 15) 'V IN OR N WT AD EE SHEET 4 FOR TYPICAL II Min.PENETRATION OF THREADED AREA INTO PLYWOOD "AN I S, ety. WALL FINISH M THRMFORTECHNOLOGY SHUTTER ASSEMBLY. \ I/j'UK CD I SEE SCHEDULEOON SHEET 15) EXISTING MIN,2*x4' \ PLYWOOD REOD. TH"2�Mi. -MOUNTING SECTIONS CAN BE STUDS 0 16 OC�MAX. WWALL FINIS W 'RA OF 2 IfN ANY WAY TO 12 EA INTO PLYWOOD COMBINED t2-MIN,COX PLYWOOD REO-0. REQ'D.PLYWOOD TO 13E {SEE 5CHED-ME ON SHEET 15) SUIT ANY NS[ALLAMN. HV WALL SILL-INSTALLATION EXISTING MIN. 2.4"STUDS 0 16'O.C. AX READ. ATTACHED TO STUDS IN SEE U L—AT-1 0 FIB.C. BLADE VNI"ETn OF FLOROA BUILWD11 CODE(Non High Velocity Hurricane Zone, PLYWOOD TO BE.ATTACHED TO STUDS 1�ACCORDANCE ACCORDANCE WITH H;TVCLZ S2WBLOFI THE F.B.C. SECTION 2.308 Of THE @)HV WALL SILL INSTALLATION A IL tIMAL F °IAr Slk A. A 02017 TILTLICO,INC. 02017 EASTERN METAL SUPPLY. INC. ..........k�;A A H vkc . Z VTM Accordion Shutter System 17L E Z767,7rN A.&S.A. KV. BERTHELAM fl W/OR W10 KV.WWOW MADE American Shutter systems COMPANY qN.H. DCSC DATE DRAWN BY. L.C. TILLIT TESTING &"ENGINEERING Association, Inc. I OLD 15-085 07/27/17 OATS. '07/27/17 A &M ICW�36�SL.�.$M MW MA CAInIOM rLDF=A 3316t 4268 Westroods Drive 0 phone.(305)871-1530-Fax:(305)871-1531 2 nDRAWINGNo 0W.O.W.40n, West Palm Beach, FL 33407 3 1 0 �LTEEB-00067H? 17-107 R A TILLIT Jr.P.E. 4 SH U FLORIDA U.If 44167 5 SIHIEET 6 0 Pl. 6 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR M HV & I& HV+ BLADES (AS APPLICABLE) MAX, SHUTTER SPAN L+ OR L— "0 INSTALLATIONS INTO WOOD WITH HV BUDE 61)ONLY WALL FINISH SHALL BE -LIMITED TO 105.0 120. A.S.D. DESIGN PRESSURE RATIN2, SEE SHEET 19 FOR MAX SPAN & DESIGN WAD FOR INSTALLATION WITH BLA E Cl) & 1A) WORKING IN UNISON 1/4-0 TAPCON OR % - EDGE(IF APPLICABLE) f F-EQ EG2*MIN. 4*.B-(Min.)EXISTINGG TAPCON Vi ADVANCED WOOD OEM REQUIRED. THREADrORM TECHNOLOGY 7UCTURAL ADEQUACY- Min.PENETRATION I/'i�S.S� EXISTING WOOD BEAM D OF TH 19E AREA TO PHILLIPS TRUSS HEAD -0 BY W1 1 R TO BE CERTIFIED EX Vio HEADER MACHINE SCREWS REGISTERED ENGINEER EXISTING (SEE SCHEDULE ON SHE 'A 1STfNG WOOD Er 15) 1 OR TRUSSES OR W/ 1/4--20 NUTS ARCHITECT i TO —7 a RAFTER 0 24' 12'O.C. SHUTTER INSTALLATION. 01C.REQUIRED 7, 1 B TAPCON ORii I 19 11�110N WITH ADVANCED ­­�7 Emma soFnr 1, OR —3/4'Mi Ti I / l<a.,V wmxwr=u 0 .257 THF EADFORM TECHNOLOGY W( 1 1/2"Min PENETRATION ED ED -1/6"CONT.ALUM.TUBE rr THREADED AREA TOEQ 114,3/11* 0 (6063-1 ALLOY)W1 OPiiONAtEXIST)N0 WOOD HEADER. 0 6'D.C. (3)S 78"d LAG SCREWS 10 (SEE ISICHEOULE ON SHEET 15) 0 @ or @ /RAFTER OR TRUSS. EACH or or LOCATE LAG SCREWS AT MQWIDTH OF ii WOOD 1i EXI NO MIN 2'x4" MEMBER.(2"Mi..Id.1 EMX HEADER REO'D OPEN HOLE Air'EcH Vi W/2*Mi STR� LASS STUD TO ACCEPT PENETRATION OFTHREADED GLASS L____(SMjN SEPARADON TO G EXISTING EE*SCHEDULE ON SHEET I I)F-- GLASS 5/16-0 1 SCREW AREA.VALID FOR AT CENTER Of TUBE. INSTALLATIONS WITH 72pi L MAY.A.S.D.DESIGN LOAD MG! A0'4�An{RaJ EXISTING 1 9,-0,MAX.SPAN.THIS CLASS�i TO GUM m INSTAi ISS ONLY VALID (�)HV WALL HEADER INSTALLATION _j si ON Si SaIMME 0,SKIT FOR WOOD W/MIN.SPECIFIC 014 S'Eff 19 _@OR 11 OR aAM 0*0 9�,M a) fm si�m&@) FIR OR SOUTHERN PINE No.2, Ol F aADi"On 4 GRAvm OF 0 So As DOUGLAS Ifii 4 FOR TYPICAL OR OR EQUAL- 2- NO SECTIONS CAN IN-AW.'w.Ay TO SUIT ANY IN TT CEILING INSTALLATION. HV CEILING INSTA TION UK sw�i OR i SEPARATION TO CLASS 11 f'OFt AZ SEPARATION EXISTINCEM� 1 ON SKU 19?c _j TO GLASS (SEE SCHEDULE ON SHEET Il)— GLASi, (SEE SCHEDULE EXISTING ON SHEET If) AILTERN __j AN EX�i T LO N 3/8 /4'HEX 2".6,MIN.%i FINISH/ F 7 3/8 =R HEAD TEX DECK REQUIRED SCREWS 0 12*o.t {(NO FINISH L ZJ­@ OR 2*.S'MIN.W�w—,' ALLOWED) DECK REQUIRED(N0 FINISH=T LOWED) -17 A I, 2' 1.EDGE OF E EDGE OF DECK IF APPLICABLEter. DECK IF IF APPLICABLE APPLICABLE 1/4 0,;�20i 1,5_ WITH OR HEAD _u1i 1/4-0 TAPCON OR TAPCON WITH ADVANCED 'i 1/4-0 TAPCON TAPCON H ADVANCED MACHINE SCREWS THREADFORM TECHNOLOGY Wl 1 1/2'Mi.. —2"1 2,4 CONI, THREADFORM TECHNOLOGY 1 t/4"-20 NUTS 1/4-0 TAPCON OR TAPCON WITH ADVANCED 1—U —2T MIN.— PENETRATION OF THRW,ED _S'LL PLATE PENETRATION 0 12*C.C. TECHNOLOGY Wl D AREA )IREOi OF T11i Mi 70 t I/r Min,PENETRATION OF THREADED AREA TO EXISTING WOOD HEADS.(SEE EXISTING WOOD HEADER' AREA TO EXISTING WOOD HEADS. (SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) pi SCHEDULE ON SHEET 15) F;—s—u!,'I W,-g *HV FLOOR INSTALLATION OX HV WALK—OVER INSTALLATION OV HV WALL-SILL INVALLATION I yp FLORIDA BUILDING CODE(Non High Velocity HurrioOne Zone' 02017 EASTERN METAL SUPPLY. INC. ........... 02017'1 INC. /11i - R % 13ER TRA TM V Accordion Shutter System 11LIE C 0 &S.S.A. Ki MAX#1 1 OR i KV.,WIMM GLADE TILLIT TESTING & ENGINEERING COMPANY Americon Shutter Systems REV.ft DESCRIPTION DATE DRAWN i i J �i m nFti 331 Association. Inc. I OLD 15-085 37/27/17 DATE-' 07/27/17 1, Ph... (3051.Fax:(301 4268 Westroods Drive 2 ——DRAWING No —.1 West Palm Gooch, FL 33407 E3 ES-0006719 17-107 --.OAfAL WALTER A.TWT Jr,P.E. ........ FLORIDA i 111 44167 SHEET P.E. SM/§tGRATURE/DATE 17 OF 20, END INSTALLATIONS 1 HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS N uhi.WOOD PMD- ;r. i&x wom f- REQ-D. %V ;= TM -1, -ow Smot (AS APRXARLE) OR W/ x RION v Miapwxw TO"Ir Cox r= EXtSMI CLASS '4�w NO I— SIMM E%w- Off` Mpvn CLASS SELF,: M� X x TO .-I/Z-WK CO, To MAM(SEE WC SEPARATION (SEE WL Cox� 7 9LYWO, - ( 11 PDR 8AEL" 11 M BAT%A ,KMR&Kr(DxhO AND 0�9�199 ON S�19 EKE IWO t 2*1,001 MIMIM 3 Oc, (wAI,I.AILao AT Wt 4 IT) SALs,w. 4 XT OR w SEF OfirA1L z F t OR OR M MAL X FOR I OR SEE DUAL X FOR SIDE to"'IEC71M Me COM TO MCI., 1.TRAM @- END ONNECTION DETAIL CONNECTION DETAI END CONNECTION DETAILDETAIL(-8-) Camax MY FOR Spom CRWR 1tU.ti 2:-O` 2'.4.,M. t 4b T.PCO. RA v,rff S msnrvc CLASS-\ Tha w SEE UIACTAMONS OF USE FOR SLADE AM In A ON SHEET 19 (14 SNw 19 EE u 1/2 M M I L7 Vk L (DOR(Rt-1 �v PLAN 06-(?,l-0-@-07-fg- DETAIL END CONNECTION DETAIL END CONNECT.10N 'DETAIL FLORIDA BUILD CODE(Non High Velocity Hurricane Zone' 2017 EASTERN METAL SUPPLY. INC. .............. 02017 YILTECO.INC. vc BERTNA WT" Accordion Shutter System L EC /I U-7071 w c AmSuSsA Kv. MADE,#1 W/OR w/o KV. WNWW EXE ArnericcIn Shutter'SYstems IV.rk DESCRIPTION' DATE DRAWN BY. LO. TtLUT TESTING & ENGINEERING COMPANY Association, In I OLD 15-085 07/27/17 OATS; 07/27/17 055 H.W.SM M �qM V � ,.3M4LA CARDEPTS.Flom"33lq C. Ph-(305)871-1530.TO.:(305)871-1531 4268 Westroads 4rive 2 DRAWING No -.a:Wt...0..1.— West Polen Beach, FL 33407 =3 ....... OWS719 17-107 Al .'ONAL FLORIDA UC.#."167 t WALTER A.TILLR Jr.P.C. SHEET P.E. S�L/SIGNATORE/DATE 18 OF • LMITATIONS AND CONDITIONS.OF.USE,FOR BERTHA Q 0> 0 0 1 0 A G 1.MAK,A.S.D.DESIGN PRESSURE RATING:4110,- 110 p.s.r. 2.UM SHUTTER SPAN:.96' -^ , 3.ALLOWED MOUNTINGS A.A G&H ON SHEETS 6,7:AS WELL AS MOUNTINGS M,0,T,U&W ON SHEETS 16&17. ONLY CENTERMATES Zt �2}2(BOTH WJ 2�4 OR 2�.}ARE ALLOWED WITH 1 5 0 5' EO 1.A•YM OR OPPOSING LAYOUT.IN CASE OF OPPOSING O�fl� iv `CJ EAS''ES 5 MUST BE INCLUDED ONLY AT EXTF'RIOR ACCESS SIDE OF 16-Co- CEOAFERIAA np_ - ENO i I • I , I I I 5.(A)HV WINDOW SLAM 1(1 SHALL ONLY ALLOW A MAMMUM OF 5 OPML40S (3,0 HOLES)FOR B PER'�LADE AT SPACINGS SHOWN ON SHEET 4. i '(B)uIN.CLEARANCE FRO TOP OR BOTTOM EDGE OF HY WINDOW BLADEQ MAX.5 WINDOWS t • ♦ • • `L!� OF ANY 3'0 HOLE FOR 4�4 SHALL BE 12'. [0 ALLOWED'AT HV_ °h °• ,�i WINDOW BLAIJE ft'' - \ ' (C)FIRST OR LW BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE 1 i � (p)HV WINDOW BLADE l"J•MUST BE USED ALTERNATE TO A SOLID MV BLADE 1O THROUGHOUT SHUTTER'S WIDTH. TI 10 Z i (E).C MATES SHML ALWAYS BE INSTALLED ADJACENT TO A SOLID HV c 'r .• • i r BiACE MAT CITH SIDE OF THEM. I r _ r-� ' • (F)POLYCARBONATE HV WINDOW L+w�SHAU.BE INSTALLED SO TFy11 TABS FACE CSEE ONNECTION t i s r r ♦ t?c{ rnrt� THE INTERIOR OF Itt£ F]AtNO B NG PROTECTED.HY WINtK1Y+(4}MUST 8E CONNECTION SHEETS '• � 11 I t�1 ONLY INSTALLED AND LOCKED USING A HJ SETTING TOOL PROYIpED BY ASSA, • r 1+ 1L �1�d!" INC, t0& 16 TYP. liO# FULL HEIGHT.'-" gD 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME T ( 4 s BUILDINGS N SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES P P 7.SFE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED BY i SPAN AND DESIGN LOAD(SEE NOTES 1&.2 ABOVE). 1 6.MPUMUM SEPARATION TO CLASS SCHEDULE.PER ASTM E-1996: (SEE PLA P&BOTTOM REOUIR£MEtiTS) W �A. ,.:., WIND 20NE MINIMUM 51PAPA11ON TO GLASS D HTyp cb -(D ..-_ -UNLIMITED YADTIt-- E,�.EVATION MR SEPARATION 10 CLAS a 6.2a- E%ISTING GLASS SEE SCHEDULE ON SHEET 11 FOR EVADE(y _ AND ON THIS SHEET FOR DAM d& ___----------______1.___-_-_----��---�_�;�---------- ------------. rQD- 1 � _ 40 AND W/2�OR (SEE NOTE 4 Allufa ,sT \i�.\�\ \. \ \ . i\ I 5`CJ/ i� / f' .� f / �-•�`_�_z, �`"� CO TYp, SYIArM TRIC CENTERMATLS 21 ?@ �4 - IalsnLL5 W/0 (5£ NOTE I ABOvE} PLAN "" TYPICAL III HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE (1A SHUTTER* TrFF""'ip LI'llam""--._ FLORIDA BUILD!N6 CODE{Non Nigh Velocity Hurricone Zone +4 +1 '+�.•.' CF,i •:�/�=R 02017 RLTEGO.INC. 02 0 17 EASTERN METAL BERTHASUPPLY,VTM Tf �r fir.h Accordion Shutter System L E'C O LN;e.. ■. ■ '. . . RV. BLADE#1 W OR W/O H:V-WIMOW MADE_ iILL1T TESTING & ENGINEERING COMPANY American Shutter Systems Ey,H DESCRIPTION DATE DRAWN BY Lc. fi + 43M NAT.34 n sL,Sc 306.MRWILA G+9aM FLMDA 331e Association, Inc. 1 OLD 15-OSS 7(2711 DATE 07/27f 17 NG Phone:(305)671 1530.Fas:(305)877-1531 4268 Westroods Drive 2 DRAWINa fV a- 0:cR«ooaa.�om West Polm Beach, FL 33407 3 SfPRAL�t� EB-0006719 17-107 '+ WALTER A.TILUT Jr.P.E. 4 FLORIDA IJc.1 44167 5 SHEET P.E. SEAVf 164ATUREjDATE 6 19 OF 20 „ 2x ao35 THICK INSTALLATIONS WI � HV BLADE & HV CENTERMATES �2GGG'Mp.• Min.ASTM A-6.GRADE a0 Min• .»-Y'4F21ES ' wn.G-60 GALY:STEEL W 2-Max 436. INTO METAL STUD WALLS * X0 0$3 ,�. • METAL SND,AT MT p.C. _ _ 30 1Z4 m NOMINAL w o I/z` alsl 38 * GENERAL LIMI IONS AMD CONDITIONS ALUMINUM SLEEVE - i FOR V D A C 6063-T5 ALLOY L7 at4 x 6,/4 x a.D36 THICK r n. 43c 43a f2 , -� SYCTFFA IN TAt LATION TO METAL STU�yUALLS co:Ir..cALv.srEEL TRACK cNANNEL i 6”o.G. 6'O C ^• ' �.ARATION TO GLASS SCHEDULE ,m„ ., .3:000" ASTM A-653 GRADE 40.Mfn.G-60 1 T Max.3.000"--- ASTM FASTENED TO slugs I }� '' i., MAX. A.S.D. DESIGN PRESSURE RATING: -h75. - 75 (psf) _ ^ W/(2)/6x1/Y TEN SCREWS ON I EXISTING FINISH J9 a INTERIOR&EXTERIOR FACE I AS APPLICABLE I N 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM i W ASTM E-1996 'SEPARATION -I 43c LENGTH d• 1• i MIN. SEPARATION 3. ALLOWED MOUNTING: MS.ON THIS SHEET. TO GLASS EXISTING Gess-1 TO GLASS 43 1'/4"0-20XS" BOLT -(SEE SCHEDULE) 4 a 4, ONLYENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 1" "} �* WITH 21 ARRANGED A SY METRICAL LAYOUT. MUST PENETRATE E.)1" I m I` a USE (2} 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" 3/4• 6 9/a x a-036'THICK M EXISTING FINISH ' I r INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 1.373• 1 in. 250'•- I^ f-•050• CpK.C ATRACK CN/WNE4= SAS APPLICABLE t ,I CENTERMATES. oL...— •--� ASTM A-6665 GRADE GRADE 40 Min.G-b0 , `1 i, W1Zesz FASTENED TEKTO ON S 43c STUDS 43a INTERIOR&EXIERIOR FACE i ® 6 0 C O 6.O.C. I n - 1/4'0-20 THREADS BLADE SLACK DETAIL HVF IS ALSO VALID•FOR 43C 1/rO EIXI CONSTRUCTION ttil; 3B CENTERMATE 21 APPLICATION WITH BLADEQ PRODUCTS FAB-L{?K HD 43b -6'x 1 1/2'x 0.035-THICK VARIES . 61 Q:C. COMPONENTS ,din.h57M A-653 ORALE 44, 2. {d3x Min.G-60 OALY.STEEL 1 .1 MS �V,ALL HEADER,aLL INSTALLATICIN _E)KII G FINISH AS APPLICABLE scAc.E:,3!8•= 1' METAL STUDS AT 16'O.C. M n TOP&BOTTOM) -y%` - __ .✓� _.��._ _:.�_-_ } 3/4'x.6,/d'r- TRACK CHANNEL. Mtn. — _ T ..„. _ _ GNI.GAI:Y.STEEL TRACK , -6 EXISTING GLASS. J�CASTId A-653 GRADE a0 Mln,G-6 Y�.•�•: - J GALVANIZED FASTENED TO STUDS. j I 4347 436 43I ; STY ; SYMMETRYCL I i ; i r1/2"TEK SCREW S ONYMMIN.SEPARATION VARIES INTERIOR EXTERIOR FACE M cLASS z'c CENTERMATES W/ I CEN ; - `, , , I , ,• I I -I I (SEE SCHEDULE) MD.. i I ;; EXTERIQR ACCESS SIDE: ,;.INTERIOR AC S S E ', I... , IN {6"Min.} 1N !; i s`^ - - _ - - .._____ - --- _ � y ---------- — - — --_— r-- ----- -- -- -----------------�. ._. L _J I 2)42 2 21. 2 2 1 , ! LOCA E4 AT 12. HV HEADER/SILL ENDS -- -- - - - — - ------- - ---- -- ---- ---- ---- :� _. -- -- - -- -- ----- VIEW Y ?j :(6-Min.) i '4. SIDE CONNECTION 7O'TRACK 3 1/<•(TYP:)..-6 1/2"(TYP•) `__7'­ A _..7...� 1/2'MAX.SLACK ?k#r.Y EY (COAQ BLADE sif►CK DETAIL HVF Fid FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02017 TILTECO,.INC. 0 2017 EASTERN METAL SUPPLY. INC. BER H HV f L E C d;i N2r \ Q ��"' A Accordion Shutter System c . . . ■ ■ H v a enc#1 wj 02 w/o H v. WINDON.BIAllE' •; �/ 1 "S)1'; 'TICCIT TESTING & ENGINEERING COMPANY AM6R1Cai'1. Shutter .SyS®11'i3 6v,-N DESCRIPTION DATE DRAWN V. LC.: 6354 tLN:76tH:St Stc 306.YIRru+W GARDENS.FLORK%M 311E ASsoclatlon,. Inc. I OLD 15-065 7/27/1 DATE: 07/27/17 4268 Westrpads Drive 2 -moi -•^ 4 Phan,:(305)B71 1530.,Far:(305)611-1531 DRAWING No E-DOD67w yam West Palm Beach, FL 33407 3 17-107 n �sC CQg1D�' #� r E$-CAO&l/4 - a- !7' (}7 Fes`'"••..... fiy WAITER A.,TIWT Jr.P.E. g - SPIFFY. P F .S •, FLORIDA U.,j 44161 ERt IJDATE 6 `20 OF 20