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HomeMy WebLinkAboutProduct Approval- accordion Business & Professional Regulation IL I scis Homo Loo In User Registration Hot Topxs Submit Surcharge Stats•Facts Publications FSC Staff aCIS Site Map Links Search Product Approval �. MSIR:Public User fho0ucl Approval Menu>PMduM or AcalkaWn Search>Itooiicatwn List>APPlluflon oafail FL -IMMENSENESS # FL389 R9 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tlllit,Jr,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By )ohn Henry Kampmann)r. Validation Checklist-Hardcopy Received Certificate of Independence F 389 R9 COI AMERICAN SHUTTER SYSTEM ASSO�• INC. DRAWING 17-107 CERTIFICATE OF INDEPENDENCE.PDF F•389 R9 COI AMERICAN SH iTTFc SYSTEMS ASSOC, INC. DRAWING 17-106 CERTIFICATIOFL389 R9 COI N OF INDEPENDENCE(11 PDF AMERICAN SHUTTER SYSTEMS DRAWING 17-108 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 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL u Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ) -Drwg 17- (top and bottom)for storm protection 108 Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 11 AMERICAN SHUTTER SYSTEMS DRAWING Approved for use outside HVHZ:Yes 11-108 BERI HA 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 Reports positive ASD load and 13'-0"for 35 psf negative ASD load FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 17-108 PRODUCT EVALUATION REPORT.PDF for HV3 blade w/o window blade and 8'-11"for 62 psf,T-11" Created by Independent Third Party:Yes for 55 psf HV3 blade w/window blade working in unlson.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79'for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum Interlocking blades retained by tracks 1 Only- (Non-HVHZ)- Drwg 17-107 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL3$9._U_I1 AMERICAN SHUTTER SYSTEM ASSOC., Approved for use outside HVHZ:Yes INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant: fes SYSTEM.PDF Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large missile level"D". Max.Span is 16'-0"for 30 Created by Independent Third Party:Yes p.s.f negative ASD load depending on centermates and Evaluation Reports locking rod configuration for the HV1 blade, 8'-0"for+64, - FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC.. 72 p.s.f, A.S.D. load for HV blade for Keystone mountings INC. DRAWING 17-107 PRODUCT OF EVALUATION 7'-0"p.s.f. for metals stud mountings and 8'-0"for 110 p.s.f. REPORT.PDF for HVIA working in unison. See sheets 7, 11 and 20 Created by Independent Third Party:Yes respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 17-106 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 fI AMFRICAN SHUTTER SYSTEMS ASSOC_ INC. Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant: Yes SYST.PDF Design Pressure: N/A Verified By: Arnencan Test Lab of South Florida Inc. Other: Ldrge missile. 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 Evaluation Reports 12,25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC. INC. DRAWING 17-106 PRODUCT EVALUATION REPORT,PDF Created by Independent Third Party: Yes Ba,4 Contact Us 2601 Blair Stone Road.Taaahassee FL 32399 Pine 850-481-1824 The Slate of Flcraa is an AA/EEO employer.Copyright 2007-2013 State of Fbrda.::Pnvacv Statement::Al—s:btbty S'atement :Refund Statement Under Florida law,email addresses are public records.If you do not want your a-mail address released m response to a public-records request,do not send elertromc mal to this entity.Instead,contact the office by phone or by traditional mailif you have any puesbons.please contact 850.487,1395.•Pursuant to Secuon 455.275 (1).Florda statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The ema is provided may be axed for offiaal communication w:m the h:ensee.However email addresses are pubic record.If you do not with rn supply a personal address, please provide the Department with an email address which can be made available to the pubic.To determine if you are a hceosee under Chapter 455,F.S.,please click here. Product Approval Accepts: GENERAL NOTES: I. BERTHA H. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE. IN ACCORDANCE WITH THE 2017 (6th EDIIION) OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NUI BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THF ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED RCOUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS_ BE INSTALLED'NTH A DIRECTIONALITY FACTOR Kd-0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (AS.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20 !N ORDER TO VERIFY THF ABOVE COND,TION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCLO TO A.S.D. DESIGN WIND LOADS AREA 1: HV BLADES:1; & 1N BY MULTIPLYING IHEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX. (ASO)DESIGN PRESSURE RATINGS INDICATED ON SMELTS 11 THRU 15, 19 & 20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.L.D.AS TESTED, WERE NOT OVER STRESSED,A 33 IT INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS Na USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS. HOWEVER.A WIND DURATION FACTOR CO 1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 HERITIA IHV ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609 1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL.SHUTTER ASSEMBLY 38-44 SHEET 4 All REPORTS: TYPICAL WINDOW BLADE & WINDOW DETAIL -Hv 13LADEC.; #0214.01-03, #0715.01-03, /1004.01-05, #1214.01-05, /0317.02-06. /0609.01-10 AND /0210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS ANO ASTM F-1866 AgEA 2• HV BLADE(1i AND HV WINDOW BLADE AND E-1996 STANDARDS (MISSILE LEVEL D.WIND ZONES 1, 2 &3)& #1220.01-10 AS PER TAS 201, 203& 203 PRO-000L.S LARGE MISSILE. HERE APPLICABLE) -HV WINDOW BLADE Q)#050501-08 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL 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. HV BLADE Vii)AND HV WINDOW BLADE © ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE WDCATED ON SHEET 19 INSTALLATION DETAILS G-M. CONCRETE./BLOCK SHEET 7 CENTERMATE DETAILS HV SHEET 8 3, BERTHA H.V. ACCORDION PINS(HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14x2.75'AND #14x1.75'RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE ALTERNATING DETAILS HV SHEET 9 STAINLESS STEEL SCREWS WITH 135.0 kai YIELD STRENGTH AND 180 kai TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV OACROSHIELD COATING SYSTEM AS MANUFACTURED BY AF=PROVED COATING APPLICATORS.REGSTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE FN MARKING ON THEIR HEAD. 4,ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLO"IS 30.0 ksi AND 35.7 ksi FOR END CONNECTION DETAILS I-6, CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 17 6005-T5 ALLOY. ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 NTH 50 ksi MIN. YIELD STRENGTH AND 90 ksi MIN. TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 AND SHALL COMPLY W/ FLORIDA BUILDNG CODE SECTION 2411.33.4. ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 6. BOITS 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 10 . 12,13,14,15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 HV BLADE(D&@ WORKING IN UNISON: 12, 13 & 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X, WOOO SHEET 18 B. THIS BERTHA HY. ACCORDION SHUTTER SrSTEM BEARS A U.S. PATENT #6'779,582. COMPONENTS OF THIS APPROVAL_ARE COVERED, IN WHOLE OR IN PART DY U.S.PATENT #5"458,179 ISSUED TO EASTERN METAL SUPPLY.INC. AREA .S, HV WINDOW BLADE 1A ONLY 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINC5 HOME OWNER, TENANT, OR OTHERS. MUST PROPERLY CLOSE ALL HV AND HU AREA 4. HV WINDOW BLADE(1)ONLY CENTERNATES AND ENGAGE OR LOCK ALI. HV AND HU LUCKS. 11. SHUTTER MANLNACTURER'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 BF INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODC. ------ 12. BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THUS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISOICiION WHERE PERMIT IS APPLIED TO. 13. (a)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. WHERE T14E SITE CONDITIONS DEVIATE FROM THE P.E.D. (6) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THt9 PRODUCT, BASED ON THIS P.E.O.. PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c) THIS RE 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 MIO WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.C. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL.PET, SHALL BEAR THE DATE AND ORIGINAL SEL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT OREPARED IT. FLORIDA BUILDING CODE Non High Velocity Hurricane ZDne� 1111 ` -2017PLTECO.INC. _-_(P 201) LASTE.RN METAL SUPPLY, INC /TlL E C O �N�� A.S.S.A. Accordion Shutter System H.V. RAX #1 W/OR W/O KV. WNDOW RADE ` *7 American Shutter Sysiems EV.N _ DESCRIPTION DATE DRAWN BY LC. IN- tl TIL TESTING & ENGINEERING COMPANY ;'� Association, Inc. 1 QLD `5-085 7/21/1 DAT[. 07/x7/,7 \\ 4355 N.w.3Etn.Si..Ste.10A,NRpNW:ARD`.M,RDRW 1116 p� ,� Phone (305)071-1530.Fax (.LOS)871 1531 4268 Westroods Drive x DRAWING No _ mes LM.�oa.�am 'Nest Pclm Beoch, FL 33407 3 -/ •���/`i N/1�� \I�IL'L WALTER RA.ULLUT19r.P.E. 4 7 O/ FLORIDA Lk. #44167 5 SHEE- P.E.. SlF1AtfS1F7f4AYURE/DATE 5 1 OF 20 �]'r/VR NHOOw&AOS® VARIES o\'* r.4 d. ��.c omi Mos. � .n 4,371" Es`�• I 4.385• ._ �._.---..-._ _. 4M7"' j _f39R__ ..... J1 HV SOLID BLADE _ 3� STARTER COVERED UNDER US PATENT # 5458179 OUALIFlID FOR USE W hTV BLADE 1 � J QUALIFIED FOR USE W/ / ('IHV DIRECT MOUNT HV BLADE.0 to HV WINDOW BLADES' 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER "SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 BLADEi1 6063-T6 ALLOY AND TEMPER 1 6063-T6 ALLOY A TEMPER .37 r.R 124' �1 Des ii 0 .670• 2.116' �N -- _99t'• I 72 r o (7)HV ADJ. ADAPTER W/� L 4.436 t2rQUALIFIED FOR USE W/ HV �$;HV WALK-OVER TRACK . - BLADE 1 OUALIFlED FOR U W/ Hv C HV TRENCH TRACK ss' ©HV ADI. FLOOR TRACK � 6063-T6 ALLOY AND TEMPER 3.7 ' QUALIFIED FOR U E W/ HV BLADE 1'' QUALIFIED FOR USE W/ HV � 6063-T6 ALLOY TEMPER BLADE 1 BLADE ONLY. (l y HV RAINGUARD 6063-T6 ALLOY A 0 TEMPER VMBES 1 6063-T6 ALLOY AND TEMPER `QUALIFIED FOR UJSE W/ HV 5. ' VARIES 1.936• 6063-T6 ALO EA(N1)D TEMPER • _1.917' :' 7.91 $i _._ .. r083" 083' I3' 093' in m z. , .... _....._----- .100 g9.2• T- .T _..._ .t2 - r .060" '67 670 060 -; • 4T,y) 6701 L 1.686• • 14_. 3.520" ? i L 3 529 ! .r>14 71r. `1`1l� Hy CEILING HE DIE HV HEADER/SILL �3 HD CEIUNG HEADER/SIL Ol7Al.IFIED FOR USE W/ HV BLADE 1 ONLY, QUALIFIED FOR USE W/ FN BLADE�i ONLY /'; SEF. SECTIONS FOR VALID 6063-T6 ALLD AND TEMPS QUALIFIED FOR USE W/ HV BLADE (1♦ HD wALL WALLHag gILL SEE SECTIONS FOR VALIDITY. 6063-T6 ALLOY AND TEMPER QUALIFIED 6063-T6 ALLOY AND TEMPER LADEn ONLY. X_� 6063-T6 ALLOY AND TEMPER 7 T- COMPONENT A B T1 T2 X Y L Y MY XMN.YMN t .c62' a� 2' 2' j0.125' 2' 5'MAX.i 1/6• t/e• 1 3• 3" 10.090' 1 2•7 6 SIDE ANGLE5'MAX 1 0.192• �0.192' I S _.... __ _..i_....._.._. �--J QUALIFIED FOR USE W/ HV ALUMINUM ANGLES t9 1 2.5' 7•WM.)0.190. 2D CORNER RNER POSTS BLADE QUALIFIED F0USE W/ HV .._-__.:_. I UUALIFIEOBFOR E W/ HV 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. Y S•MAX. 0.139-I0.i3i' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER .( FLORIDA BUILDING CODS Non High Vel ocit Hurricane Zone 111111 \�IL IL •/n ."2017 TIL.TLCO,INC. 02017 EASTERN•,.... �T yi METAL SUPPLY. INC. BR AA Z�T�LFEc Accordion Shut ter System■ A■ HV. 6EADE #1 W/GR W/O H.V. W1MM BiAOE American Shutter stems S TILLIT TESTING h ENGINEERING COMPANY Y N OExMnaN Tc oRAA'N 6Y: L.C. •' AV of i 4355 w.w.341n s<.,s1e.306,vlacRu wow,n0m-r.1.�,- Association, Inc. t OLD 15-085 D7/27117 DATE: 07/27/17 p,, :(,05)871-1530.Fa. (305)871-1531 4266 westrocds Drve 2 �(�r 11• `- ,xI °ltioo6OO=0'"' West Palm Beach. FL 33407 - s DRAWING No V ........." a 11 E9-0006719 •'/O gyp\1111 W.ILTFR 0.T1LLR Jr.P.E. 4 17-107 �rPCO/DATE FLORIDA Lk./44167 5 SHEET 6 2 OF 20 4.680' /4*-20 � r-W CAST 4,576' 2,223* IF Ew"M 1/4'-" jM,i' .745* 1.4.1c PAINM COST "01 PA' -NOR. .311r. _,G4'SS'UPN 1 NL%%M C UNDER a KM(C-RO-E M'"r"� L PLAIM) (GSFIC CIENTERMATIE -7 ? Hy I= ..111EARHVUSE W/ HV BLADE 22, HV FLOATING CENTEBMAIg EP&8 ONLY --&U 0�4------ • QUALIA(1)EEDCFOR dE W1 HV QUALIFIED FOR USE W/ HV ® ' HV EGRESS LOCK 6063-T6 ALLOY AND TEMPS QUALI[FILD FOR USE W/ HV BLADE I A ONLY BLADE L 1�.k ONLY. BLADET& Q�ONLY. 6063-T6 ALLOY AND TEMPS dA, HV CORNER CENTERMIUE T_ QUALIFIED FOR USE W/ HV BLADE 1-ONLY 250.0.0. 2174- 6063-T6 ALLOY AND TEMPER PLASTIC MOLDF.HEAD"-\ —518 D to 4.. 2 SCREW .360 AFTER RIVETING .06BEFORE RIVETING 1/4"0-20 X`3/4" S,S. THUMBSCgEW 1/4-9-20 IRIYNUT* 4_-�LIA *SETE9444 ALJUtNUM(2024-T3 ALLOY)LARGE FLANGE�W &-.ENOTSERt.PART III 082a.AS MMUFACTURED RY AVDEL 8:,. LZ PLAN NY MALE "T" ,2- FRONT ELEVATION LOCK CENIgRMALM BY FEMALE "T" LOCK.-CENTERMALTE HV "T" LOCK HV ALTERNATIVE LOCK Locag mg "T* LOCK cENTERmAT QUALIFIED FOR USE W KV SLADE,,'I)ONLY QUALIFIED FOR USE OUALAnElD F QUALIFIED FOR USE W/ HV BLADECI)ONLY -)ONLY BLADE USE W/ HV 6065-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ W 13LADE(I ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND 7EMP6j W/HV BLADE Cl ONLY. 1917' '-THUM RN Ds CYLINDER OR 06-1 1 KEY CYLINDER 062 .214 i .345' 0.$75"Min. 0 w 4112 HO CENTERMATE W/ NO 49CKI G ROD 33 HD CENTERMATE W/ LOCKING 0 0 QUALIFIED FOR USL W/ HV BLADEQ:,& CIA� QUALIFIED FOR USE W/ HV BLADE,F,& Q_A, ATE'S INSgRT 6063_76 ALLOY AND TEMPER HD CENTERM vARiEs. 12'MIN. 6065-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE 1�� 111 6063-T6 ALLOY AND TEMPER THUM FIN 20 S.S.DR 3/8-.-16 I r­ CYLINDER (SEE WALS) 21/2• I OR �Ey 0=-4 CYUNDER I M.A. LOCKING ROD A /4'. HI) LOCK QUALIFIED FOR USE W/ HV BLADE CI 36 HV ACETAL S7 HV 1 0-20 AISI 304 BY RECENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 6063-T6 ALLOY AND TEMPER '5ERIES S.S. THUMBSCREWS 05 INSTALLATION WILL REQUIRE A 7/16- HOLE THUMBSCREWS QUALIFIED FOR USE W1 HV BLADE T& q, ) FLORIDA BUILDING CODE(Von High Velocity Hurricane Zone) DRILLED AT TRACKS FOR PROPER EMBEDMENT OUALInED FOR,.V;j&,y"_HV RLADF QUALIFIED FOR USE W1 HV BLADE I 02017 TILIECO,INC. 2017 EASTERN METAL SUPPLY, INC. BEIWHA­�-w ASSA Accordion Shutter System 11LIEC0 .14C . . . o. KV. IRADE#1 W/CR W/IQ KV.WNM B!" American Shutter Syst7IXV.11A DESCRFFION oAn DRAM M L.C. • -1 TILLIT TESTING & ENGINEERING COMPANY Association, Inc. i OLD i5-085 D7/27/1 51 STATE "55 S1.­.WS.1 .WDENS.F M 4268 Westroods Drive I (3O5)fI7I-I5L3O I" :(305)871 DRAWING No ;jL% OR -10:UP"— West Palm Beach. FL 33407 3 lot, 0- 17-107 10 WALT0 A.TIWI­I'l, FLORIDA L. f 4.,07 a SHEET P.E.taol 'DATE SHUTTER ASSEMBLY SCHEDULE FOR 12 MIN. I.FAR kNCE HV M HV (P 0625- TO BLADE T4 P O HV BLADE I EgGE 1875'L-- =j KV WINDOW BLADE 0625- g�tqN .0625 .0625 HV BLADE IA .................. BLADE's -0 OPENM G625 tI875' y HV LONG RECESSED NYLON BUSHING T 401 KNE;(TYP) 0 JLAT PORTION HV SHORT RECESSED NYLON BUSHING HV NYLON HAT WASHER (DOR (D FIT 7 ---- ................. I / HV WHEEL CARR 4 •o 4 x -AGF AJSI 302-303 SERIES 7/8.MON, MV WROM 0.870'.3/16" THICK NYLON WHEEL. 2 LEAR 0.188"0 AISI J SEP`;=ON 1 302 SERIES S.S. RIVETS BETWEEN 3.7500' I -0625' 0625, PIN W1 #8 HEAD EXTERIOR 5 3/4' @ ON CENTERS NIP"Y-Y 7500" HV 1 3/4" ACCORDION 0 j =S HV 2 3/4' ACCORDION PIN W/ #8 HEAD 0 CLEAR I B"w"IN TYPICAL HV W1 dh AND -S "5' y 'IA' _NCK _21' X IN .17. T POLYCARBONATE IMPACT RESISTANT HV WINDOW TA3 POLYCARBONATE HV WINDOW DETAIL or ICU,' AOR ® ZEUINOTE FOR POLYCARBONATE 0 REMENTS) Q OR IMPACT RESISTANT HV WINDOW SAYER MA.<RDI.ON 3103 POLYCARBONATF RESINS UV-STABILIZED GRADC OR SABIC TO SLA 0CLFARWcE INNOVATIVE PLASTIC LEXAN 103 RESIN EQUIREM NTS AT LIQ i ) E EXTERIQa BLADE KNUCKLE FOR (SEE NOTE "F" ON SHEET 19). R Hy (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W1 HV OR 3 POLYCARBONATE SOURCES FOR EXTERIOR RIM&T HV 0 BLADE. 1;;ICAL SHUTTER ASSEMBLY HV PIN 0 OR AT (2) [IV PIN (9 MAY BE USED IN LIEU OF E) AND ONLY AT EXT 1IOR­ (D BLADE'S KNUCKLE. 15DOYM: EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV #n 324� (SEE or, . FOR Asn 0792 -q a 0o3 AW BLADE WHEN CORRESPONDING TO INSTALLATION "ll". SHEET 7. .04:�r_ REQUIREMENTS) TE.Sf Asn NM S.40Q p,,i 2= p. p,.i TY FLEX�STWVTH Al 12=-j. 13.400 (3) HV PIN to OR 0 W1 1/2" O.D. 1/16" THICK S.S. WASHER FLE.144 ODIkUS .'W —.�-i. 3.5.OD0-i� PER DETAIL SHALL H BE USED FOR DIRECT MOUNT INSTALLATION L X, NmcNLO¢oo .1% 18 n-.t. SHEET ReACD L WHEEL CARRIAGE DETAIL �E DENsm �w 0.3 472 X 64.5 Guo %Ls. A -MB-LY LAYOUT on OF G w.� G.-\� c-1 SEa KRIDIGw 41,019" IWW T TEWSaF smvgA� ASTY eJ9 sm bw-j T) HV BLADE SOLID & f-A HV WINDOW BLADE DETAILS 1ENw STREW BEFORE As sm P�j. N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone] 02017 11ILTECO.WC. 02017 FA,FRN METAL SUPPLY. INC. BERTHA HVIM E C 0—imc- Accordion Shutter System 110 A.&S.A. FLV. BLADE #1 W/OR W/O KY. DAM American Shutter System s REV.wc DISCRIPnON DATE DRAM BY: LC TILLIT TESTING ENGINEERING COMPANY Association, Inc. I OLD 15-085 7/-27111 DATE: 07/27/17 CARMS.FLOP"Mlk Z. (305)871-15M F..:(305)871-1531 4268 Westroods Drive 2 -DRAWING No ......*ss/ONA�E0! ""k 17 - West Palm Beach, FL 33407 3 —107 ED-0006719 4 &T A.TI-1-P.C. rLORIA ......... "167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 4 OF 20 r « *NOTES ON HV LOCKS AND CENTERMATES: A 9 L ` • I K 5 Ir77 u 1 ONE HV LOCK&or�0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE ORB OW 2 OF SHUTTER SPAY FOR SPANS UP TO 105". AND FOR INSTAL TIONS T ANY ELEVATION. MV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO V1 OR 2� nn CENTERMATES W/(2) 1/4'0-20 x 1/2"LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON _ TYPICAL SHU11ER ELEVATION. 2. S� ;- IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV_ 1®w LOCKOR Y 8E USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENIERMATES E21 V OR 2� LOCA SHALL 8E AS INDICATED ON NOTE (1) ABOVE. ION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OFTIONAL COMXn0N 42 0" MY WHEN MOAT=CONIDMON 91 OR LOMM ! II �2 5 USED H.V. LOGICS): LOCKING RODS ARE NOT REQUIRED AT1,4 URRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS V3 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). yyyy ,( I 4. ONE HV LOCK�9 9[C5'SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN I AND NSTALLATIONS AT ANY ELEVATION. FN LOCK(24 or f'*SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, Sill ATTACHED TO 13 CORNER CENTERMATE W/(2) t/ro-20 x 1/2" LONG FIAT HEAD S.S. M.S. TWO LOCKING RODS JS Cb AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. CIENTIMMAIIES 9115 EW MMVL41E To MANIMATM MUM AT %"ONLY FOR HY ICA gi JR/SYMIMIEMPrAL3 • ONE ALTERNATE HV LOCK MAY BE USE IN UEU OF HV LOCK or FOR ANY SPAN AND IHST TIONS AT ANY ELEVATION. AL RNATE LOCK NAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT J E YYYYYA I ' i"_ OF 1/4 JI S.S. THUMBSCREW TO,�1 OR( CF.NTERMATES SHALL HE MADE W/ 1/ • 20%3/4" ALUM. RNNUT AS SHOWN ON SECTION HVE, SHEET S. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO t \�_ LOCKS AT 1/3 OF SHUTTER SPAN. 6. `•"'^xMw CONDIIIOM l\FOR K_pYc7'nNE MOLINnNG INSTALLATIONS, ONE HV LOCK®or C3 or,'j-� SHALL.BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO R6".AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK @ or or®W1Y BE USED AS AN INSIDE OR 7t L--�---- OUTSIDE LOCK,ATTACHED TO J3�or P SYMMETRICµCENTERMATES W/(2) 1/4"-20 x 1/2"LONG FLAT HEAD S.S. _ I ,�y M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 9S W/(S§ COEE ENDNNECTION' 1 lu , a-v9 OR 0 TOP AND 80700 5 COMPLETELY MANDATORY. DETAILS ON 0 e .EETS 'FDULL` � _ *NOTES ON HY "T" LOCKS AND CENTERMATES: HEIGHT. 1 OF 1 CE CORNER SECOND ALTERNATE TO MANDATOEX CONDITION it YN in ONLY FOR HV-r LOC4 ­ATES a AND __..___...- .____-_-_.._ uxuurt%o rom--_-_.___..... 1 CENTERMATE $_, ONE ALTERNATE FIV 'T" LOCK MAY BF INSTALLED IN UEU OF HV LOCKS OR FOR ANY SPAN AND «�«©�C7 -q)-t0•/.-�« 1 OF µNATION AT ANY ELEVATION. µT RATE LOCK� Y SE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT ,t3 OF LOCK�d INCLUDES USING REINFORCING LOCKER i, AS SHOWN ON SECTION HVG, SHEET 9,WWNI MUST BE 10•�«©• 1�•�« , CONNECTED TO CENTERMATES 0 AND�W/ 1/4"0-20 x 1 1/2'LONG S.S. THREADED BOLT W/ 7/8"0 x 3/32" WINGNUT OR W/ 1/4"0-200" S.S.M.S. INTO A 1/4"•x 5/8"RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" ©.%.,��,«©•��;•®« MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS L�8 TOP AND BOTOM IS MANDATORY. (.®«'_11.®«0.0« (8)•�»i«®•�j9I(t'<1i•65« •� -NOTES QN HD LOCKS &CENjERMATES: 1 HD L=34 W,[HD CIENTERIUM lit OR 34 W/ 33 : ONE ALTERNATE HD LOCK(3f MAYBE USED IN LIEU OF TYPICAL 1 HY BLADE SHUTTER ELEVATION HV LOCKS I24 OR_S FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK�MAY BE USED AS AN INSIDE OR OUTSIDE•LOCK.A]IACHMENr OF HD LOCK 04•TO IS W/ 7/8 x 3/8"F.H. S.S.M.S..AND INCLUDES N.i S. REINFORCEMENT INSERT 331 AS SHOWN ON SECTIONS HDB-HAND HDC-HVC,SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS'•l5.IS COMPLETELY OPTIONAL_ FLORIDA BUILDIN On igh Velocity Hurricane one +1+'�Q`, .• .,•F•%✓9 ®101 I F1 5TERN WE SUPPLY, INC. 02017 . 02017 TILIECO,INC. BERTHATgift. Accordion / stem C�OINCA.S.S.A.E H.V. MADE#1 MADE �� * American Shutter Systems CESCINrY10N Tuns DRAWN BY: L.C. t;�'; TILLIT TESTING & ENGINEERING COMPANY Association, Inc. + OLD t5-085 7/27/1 IN+E. 07/27 17 •',�\ Alu NW..16M A..S+a.305..t4GI4:A G I)EN FLOWDA 33'c 'c \\ Ph—:(SO5)e7l-,530.Fa,:(305)e71-1531 4268 Westroads Drive 4 DRAWING No _ 11 ,- 1 WL«a•oo.001,1 West Palm Beach, FL 33407 s ONAIEVIP 11 W� EBMR^L006719 TI1UT J,.P.L 17-107 I+ FLORIDA Iic 144167 5H P.E. SEALJ51G IJRE/DATE e I-CONCRETE ANCHORS POURED CONCRETE OLNHEDULE ON OR CONCRETE BLOCK CONCRETE CONCRETE SHEET 1 ) REQUIRED r 1/4'r-20x3/4'S.S. REOWlEO REQUIRED _ 1_.___�_�. CONCRETE ANCHORS I MACHINE SCREWS I `_ _ CONCRETE ANCHORS 1©18 FOR (SEE YOUNTfIC®ON SrICFI 7) (SEE SCHEDULE ON I W/ 1/4'-20 (SEE SCHEDULE ON SHEET 13) SHEET 13) 4 NUTS O 12'O.C. EE 1. oR1�4) ..._.__ r M 7 1/a'r-zD:3/a"ss. If EQ EO MACHINE SCREwS=- uslNc 1/4'-2a Nuts _ 18.IO 12"O.C. 1/2E.0.« .250-MOX. ____ oR tg.-_- E. D.� _—_ .250'Mm. E 0.' ° 250' I I I OPTIONAL I I1PTIONALra S11"Te5N,0 OAA(5>fI I m I1eOR ®O MIN.SEPARATION TO GLASSE%ISTNIC OM 9lFf/9 Fat I GUESSe��A® MIN.SEPARATN7N 70 GLASS I -(1) CLASSSEC SCFEDULEONSNEEf1( • ._J4__ r(SEE SCHEDULE ON SHEET 11) - El(LSTING � , I . CUSS--i ��,-.� HV WALL HEADER INSTALLATION — - -----J-- `J HV WALL HEADER INSTAI ION KV WAI1 HEADER lugrA11eBON + KEMON EXISTING __.. -..._ I MIN.SEPARATION TO GLASS SEE SCHEDULE ON SHEET 11 GLASS— ma i I 1 EXISTING ( )' 1 4 SOELM2 W SHEET I MIN. SEPARATION TO GLASS CUSS-••+ I1 FOR MADE LDAFo k •� `(SEE SCHEDULE.ON SHEET I I) aSIM A�3as":)F, f EXISTING CLASS— OPTIONAL \ ---� Vr E.O.• ; Tr N, OPTIONAL. ' I/4•Nax. E. 0.• 11 III_...� E.D.• • I I 1 l -O OR Q I L N I .E. D.4 I I I I I .1/2 LE E _ i/a'I-20x3/4'S.S. I Min. a ED- PHILLIPS TRUSS HEAD MACHINE SCREWS USING CONCRETE ANCHORS i TRUSS 20xD M S.S. SCREWS PHILLIPS '-CONCRETE ANCHORS 1 _ 1/4'-20 NUTS O 12'O.C- (SEE SCHEDULE ON TRUSS HEAD MACHINE SCREwS POURED CONCRETE_,� (SEE SCHEDULE ON SHEET 13) �'( ^ OR POURED EDCONC BLOCK E--\ SHEET 13) W/ 1/4'-20 NUTS O 12'O.C. OR CONCRETE BLOCK '.,---..J WALL REQUIRE C !p. BY WALL SILL INSTALLATION % I(�SCED'UHC REWIRED (.-�HV WALL SIL INSTALLATION POURED CONCRETE.__� SHEET 14) J OR CONCRCTF ULOCK WALL REOIARED (g) Hy wau SILL INSTALLATION NOTE FOR C06911NATION OF cr 1-SEE SHEET 4 FOR TYPICAL SHUTTER — INSTALLATION DETAILS W/ 4 E.D. =EDGE DISTANCE SEE L�`' 2- MOUE NiMlC SECTIONS CAN 8E COMBINED (SEE SPECIFICATIONS ON SHEET 13) O BLADEI(�ON SHE�EfU'BF.FOR ,�i� H V B LA D E IN ANY WAY TO SUIT ANY INSTALLATION. F��E FLORIDA BUILDING CODE Mon High Velocity Hurricane Zone \\\\ •'•�\\/G'1S ••.•�'9 02017 TILIECO.INC. 02017 EASIERN METAL SUPPLY, INC. 4 1 .y BERTHA i AS■S.A■ Accordion Shutter S_ystemL ECOIM: HV. BADE#1 W/OR W/O KV. WINDOW BADE TILUT TESTING 3 ENGINEERING COMPANY American Shutter Systems\ Y EY.N DES[RgFIDN DATE OR"M By: LC. '�•.�ORIDP \E,\\ 6355 N.W 36th.S.Se 305.MOND Wool,FLORo.37f Association, Inc. I OLD 15-085 7/27/1 DALE 07/27/17 -Y•- PINxw:(305)571-1530.rax:(3D5)871-1531 4268 Westro0ds Drive 2 S/ NAI E 'r11 •-'"PI'tat—O.W.— DRAWINGWest Palm Beach, FL 3340! 3 MLR No rI EB-0111. J x,�II••''r WAITER A r.P.E. 4 17-107 P.E. SEAL/SIGNATURE/DATE FLORIDA Lic./44167 5 SHEET 8 6 OF 20 POURED ...... CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET t 3) m�(5¢ 1 OR ®• REOUIRED i 90�IAE w MEET i' � . EXISTING 1 •— - .._.'.-- EDGE 19 F t t TO.ND SnCET ) --{ TO awss _ SB F ON1011 GLASS UI QT 19 S, PoN � `•(5¢Sb'EOIRE P 4,....... 0 6WIMu '1 —E. D. APPLICABLE EXISTING g/OF]2•�/ to OtAN ! CLASS-. ' ;--a ow n)tt) 9 ALTERNATE I r ANCHOR I ,, ��S-` p, 1 i _ LOCATION I i t /10.3/4'HEX MASHER HEAD i II 1 t OR 13 OR 153/8 " I 1 'I ,' TEK SCREWS O 12-O.C. ��) DCC r.. i 3/e CONCRETE ANCHORS -_ --i`8, r .. OF W (SEE SCHEDULE ON SHEET t3) '. EO 0 APPLICABLE .I , EXISTING GLASS--. '' �— i i ..EDGE OF fA EDGE OF ' SLAB IF D ' SLAB IF i 11/2' )'- EDGE OF APPLICABLE SEPAFAn APPLICABLE .___._ To yes(M t•--E 0.- -EQ- SLAB IF APPLI CABLE FLAT NEM CONCRETE ANCHORS —E. D.F -'1 I��BAADDE'DArc POURED �.,.ETT CONCRETE CONCRETE ' ON DIM 19 FOR.... �.. 1 i OR @OCoNCRETE � REOIXRED FLAT HEM CONCRETE ANCHORS REQUIRED (SEE SCHEDULE ON SHEET 14) ' X16 T,.(9 ' -� REOUIRED f.D.• E. D.0 (SFE SCHEDULE ON SHEET ANC 74) (It TRENCH INSTALLATION CI'HV WALK-OVER INSTALLATION VAUD ONLY FOR UP TO +70, -75 PSF A.S.D. G HV CEILING INSTALLATION HHV FLOOR INSTAL ATIC�rJ t _ DE IIG PRESSURE R TING &FOR SPANS PER 13. SHEET 11 IR "LAS r— To ales CONCRETE ANCHORS (SEE SCHEDULE ON 7 t'---"'.._(sa x+f�lzn , aMQT,u SHEET ,5) ' 1/4•e � a 6Nm tt) I O E%ISTK4G E)OSTR4S---j E%IS11NG ��..__.-....-.% ....___1 GLASS GLASS '11111111E sD•NUTz.r 7p aus GLASS--, . 7ftNNanGY OR,/4'0 PO+I7L4 -I(R[6FrIp„L o.seAT.i„ �i" FASTENERS TN�ER.A ORS M/ I 1/4• v "O' 1 3/♦•11N.p/�rFM O 0• �X �- i ' •'I R•4 AL,aaAi W st4},I) ' QC.FOR UP TO 6'-0•SPM NC / I 4.O.C.FOR SPAM L*I;TF THAN 1 1 1 'j .1/4• Ih 1 V-0'UP TO W-0•MAX N'RY--7 MAX. SEALANT AT EVERY FASTOSR/IAD ' .�.. OR 15 D•• %. ;10.3/4•NE% P . / (TVP.)(#HT1E t ON/la- 1/2. WASHER HEAD E.D. 9IET t,FOR WIAiIOES3 TB MAX. -� _ TEK SCREWS CONI,SEALANT 1114.3/4' HEX HEM_._. , ' �1 ala / �t O 12'O.C. i 1 I I Ir 7EK SCREWS O 9'O.C. ' 1 •/ ..1 113/8` ' OR 1/1'0-20 S.S.M.S. CONCRETE ANCIgRS /-1114x3/4"S.D.S. I i' i I /4 I t/4'.-20v3/4'SS US ll LJ �..-. •• USNG 1 20 NIRS W/NUT O 9'D.C. (SEE SCHEDULE ON 1 i O 9'0.C. - ----�--._- '' r 1 ; Ny' SHEET 14) 1/2 MOz. 114- - •• 0 12'O.G. q7µ______• .oA 18 "),1. T (i • EDGE OF EXISTING NOR STRUCTURAL '/Y, 1' .. R 181 2.00'MM. MALL TRI (u DECORATIVEE --SLAB IF \. -� -� •t.. E.U. STILL) 1114x3/4-F.N.S.D.S. - INN, I , 7/8' 1 7/8' -- MPLICABLE'j-• _CONCRETE ANCHORS --SEE NOTE 13(e) -*... \ O B O.C. POURED C CRETE - -�'D•�— POURED CONCRETE (SEE SCHEDULE ON ON SHEET ) \ '-SEE NOTE 13(!) �, r REarctEr, E.O - OR CONCRETE BLOCK SHEET 14) POURED CONCRETE-= ON SHEET 1 I •• �'- - . '—�"`--"— REQUIRED RE CONCRETE BLOCK KEYSTONE MOUNTING INSTALLATION OPTIONAL--/ POURED REQUIRED CONCRETE K HV WALL-FLOOR INSTALLATIOb HV WALL WALK—OVER INSTALLATION EA WUp ASO'CESION PRESSUTR -64.-72 pat REQUIREDWYW.14 SHUTTER?All 8'_O' OOO HV RAINGUARD INSTALLATION t a NATE fOR COMI)IM'SU�.OF SECTIONS: 'r THIS INSTALLATION SHALL BE E. D. -EDGE DISTANCE REMa✓AB,_E WHEN PERFORMED I- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) ADJACENT TO AN OPERABLE E. O SEF LIMp1,1�A�TIONS OF USE FOR ASSEMBLY OR ENTRANCE BLADf l':y aN SHEET 19 ____ INSTALLATION DETAILS W/ ) H V BLADE 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT AMY INSLLU±IION. Ir•i R a r ''- •• FLORIDA BUILDING CODE Non High Velocity Hurricane U-e; a ,. n ,• C2017 TII TF(r.,INS ®201 1 EASTERN METAL SUPPLY, INC. - �cf% ✓ — * Q. A RHA d ' I L E C 01 N Accordion Shutter System .S.S.A. RV_ 9-ADE#1 W/OR W/0 KV. WNDOW a" J TIL IT TESTING & ENGINEERING COMPANY American Shutter Systems Y Ev. DESCRIPTION GATE DRAWN BY: L.C. t1•••- 0�I(��; A4 6355 N,W.Wh.51_Str WS.MRGNA(:ANOEN:.{YOEmA JJtC Association, Inc. I OLD 15-085 7/27/1DATE: 07/27/17 Phony (305)871-1530.F..: (305)871-1531 4268 Westroads Drwe 2 s/OAVAL ,I4' _1!e nO oe�p� West Palm Beach, FL 33407 3 DRAWING No 111A11.♦,/•• WALTER A.TILUT:,.P.E. 4 17-107 P.E. SEAL/SIGNATURE/DATE nORD `' 14187 5 SHEET I 7 OF 20 SEE END WALL ETS 10 & is V`( INSTALL ATIONS W,/ J) H V '0 ALTERNATE LOCKING Roos©. LOCKS©..o r-,�. O ALTERNATAT E 11VOCK 1' ®ON SHEET S. OUT >� IN I EXISTING GLASS a **9-QE;LACK OETAL HVF IS VAW FOR ALL ,l BLADE W HV CENTERMATES CENTERMAIES"PPOUTION RIITH KAOE© SEE END WALL CONNECTION t0•®-©-®-®•® odE a - EXISTING GLASS DETAILS ON SHEETS 10 18 10 0,®��•@ I _ 3 1/4• 7• ....-_..... - __... ... .-....-_..-... - ..-. - (eoe3-T6 ALL"ALUM. ! OPPOSING SYMMETRYCA ANGLE•/(2) 1/45r UPCON 1/2" -@-@ t ANCHORS ©- ANCHoas ro CONCRETE /tOKJ/4'S.Y.S.O ,x" % CE R ATS CE TER AT S MINTOE uoN (TOP/BOTTOM) * (ONES SCHEETEDULE GLASS (4)#10.1 2'S.M.S.ro O.C. F1X,L LENGHT. ! W/ HV L r W/ HV LOCI( ° ) AT EACH ANGLE.(Tm) i I I j I * ' 5 i ! ® • 35 1N 3 --- -- ----- --- Ilk-- I 5 ,/2--7-2: 112- 1 0® © 3 ®'V _ w 66 �a®a©•O7 a,® 10 •®o" V O .._� ..�-�j�• ® nvo L n B HVQ WOR ,o•®a®'�©`©°° HVA V �a®a©• 7OaO 10•®°R -POURED CONCRETE O EXISTING CLASS CONCRETE BLOCK R ©•O.©�,©•O• If�on'�_� 0. a,©.®a .®a �__..__..__-- _ REO �_ -SXtSTIN c ®° P SYMMETRICAL— ——— — — IN U6 ' °"�' '®'R MINS PARATIONGLASS C ®°"®•®"1®• _..t � ;n C N R ATS ,-9 (SEEOSC ESDULE `A �J OPTIONAL a (INTERIOR) ON SHEf.T +t) MIN. SEPARATION ©•® —.. (SEE SCHEDULE I N OPIIONIL --- ----------- ON SHEET 11) (INTERIOR) ______.._-_-_-_ _-_..._ I ._ OUT - ............ ----- ' CONCRETE �% 16"O.C. ,, �i _ OUT a 1/r MAX. SLACK - _-----� (EXTERIOR) HV E H V F** H V DOUTj ,,,Ati, 11+ FLORIDA BUILDING CODE(Non High Velocity H:rricane Zone 02017 RLTECO,ML. 0 2017 EASTERN METAL Sl)PPLY, INC. iBERTHA HVTM L E C O I M C. A S S A Accordion Shutter System ■ ■ ■ ■ KV. MADE #1 W/OR W/0 N.V.NINDOW aAOE * • American Shutter 5 siems TAUT TESTING k ENGINEERING COMPANY y EV.N o[scRlnwN DAR DRAWN er: Lc. Association, Inc. 1 oln ,s-css /27/1 DATE: 07/27/17 6355 K.W.34m.5*..sa.]Of,MM:tl.'N GAR4iN5.r:dtDA 4268 Westroads Drive 2 PRme-(sos)e71-+sso ro. (3os)a71 1a+11 DRAWING No ti \ LLL . m E cOOM7I ,.est %'clm Beoch, FI_ 33407 3 17-107 s'0MAL E 1,L EB- TIUM,J 4 •'' � ��I/IA1•�I1 WAL7 ER A.TILLR Jr.P.E. FLORIDA Lk./ 44167 s SF'EET P.E. SEAL�S'1-G URE/DATE 6 8 OF 20 INSTALLATION V MALEZEEM LE "T- LQCKS CENTERMA LOCKERSWBLADE SEE r0 CONNECnON DETAIL;ON SHEM 10 A, 18 INSTALLATION n HV BLADE OUT IN j� `WS SLIC sNx oEna f6r, faun«f sfcE]e. W/ HD CENTERMATES 1) �` l� As Wi AS U]RNFfa a ELO'IM RADE m DnAe.foo-". s�a©•0_@_".0. INDICATED ON TM SHEEt.wr aE vsEo rTTN Tres AETEJNEA SEE EIID WALL CONNECTION- �'®'(0).0-01 ©°1 wsr AfL NDA ffowu 1N s f r. OEfAlS ON SlIEEtS ,o : Ie� (t� 3 (eo51-re num?Nur. N¢tc•i(),/.•.rwean ! NfErMs to caNcaaE + to 6E� %Ui fi tots • 3 At G{;IL—LE.I—) I ,. IN (�)N.V. IN (1)NV. i 5 �LCYCK(INSIDE) RtRs(rrv.> 13/4- ErNs(]Yr) coma ; _. — — — — '— -------- —'F -- - — — -—-— i' ero• OUT 31 oe 2 31 aa® 31 oR 3 3,OR 2 1/4" 0-20 x 1 1/2" S.S.M.S. 35; (oRTnrv) *SEE NOTE 6 FOR Nr LOCK®. W/ 7/8"0 x 3/32" WINGNUT. (aPIORAE)HDR—HVR OUT •t•LOCK.ON SHEET 5. * i SYMMETRICAL HD CENJILINAHS ( HV "T'• LOCK (OUTSIDE)— ® SYMMETRICAL HD (ENTEQMATES AZ &_ LOCK—(I[1.IERw) LOC EXTERJQJ2� t SEfnfs.444AyU—IY n v (2024-T3 Nm J )LARGE r ANX TMN 117AA.p� ®O1©'O"•Or® ®°A SMF+MRSERT,PMT 1 0620.CNERNr /40- -©.®a©.©a AS wNFACTURFD e•'AwEI TWORN.�RSI.IEEE JEFSLY ©.Oj .©a©•Q7 •®w 7054 OR EOWL. � .®a0.@_<D_ - e•®�® /�.� � *sEE Nous w LDCIWG Roos®e w0 La aN s1m s \-_-<D %�-W ;*ID.MRLI fWT"G iNK®ECENI.00-NA 6 NLD Ipl N.CUM"A TfS NW—ro"IS LATIN 6lnOf Q HDD—HVDe* ,Jf)1f J7J//inui i.. FLOATING STACK R A, T - FLORIDA BUILDING CODE(Mon High VelocitX Hurricone Zone f •' C 201 7 EASTERN METAL SUPPLY, INC. �� F'. ✓�_ D2C17 TILTECO,INC. T HVTM 101.4 t OSSA Accordion Shutter System L E C O 1 N c. RV. RADE , W/OR W/0 KV.WMODwv 13IOE / TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems DESCRI"ON DA DRAWN m: L.D. O� �,/Q �� Association, Inc. OLD t5-085 Zt DATE 07/27/17 �Npt 6.Lti5 N.A.36m.Se..`p..]05 WK. O EM.RpMN S. 1 O * appy (305)71-+530.to.:(303)871-1531 4268 Westroods Drive 2 DRAWING No / •"•`'EE 6\ I. .-maa:rn.woa.�oR. West Palm Beach, FL 33407 3 17107 f Errf iiiA�tK0Ur19,. a.E 4 FLORIDA Lc /44167 5 SHEET P.E. SEAL/SIGNATURE/DATE e 9 Of 20 ............POURED CONCRETE CONCRETE OR POURED CONCRETE _ POURED CONCRETE POURED CONCRETE `------- CONCRETE BLOCK WALL OR CONCRETE ......._—_ OR CONCRETE OR CONCRETE REQUIRED BLOCK WALL REQUIRED BLOCK WALL FEOUIRED __-....... BLOCK WALL REQUIRED EXISTING GLASS CONCRETE ANCHOR EXISTING GLASS .._ O 16'O.C. �--EXISTING GLASS — -- -� 1—_ nN—AS r J� t•-2'MIN. E%ISTING GLASS 2 MRJ. _ POPATION A. MN.SEPAPA71ON TO MASS(SEE EQ TO MASS(BLE MIN.SEPARATION 1 EE ON� MN.SOMPAO QASS � I 1 CQ 1 I SCHEMAE ON SHEET 1/16'x3•MAX. ON SHEET 19 RIR TSCHMIAL ON SHEET i i- TO GL ,% I I FOR SLADE(DAND (6063-T6) CONT. ` BLADES m R 11 FOR BLADE mµ0 1 SCHEDULE ON SHEET (LOCATE AT ON SHEET 19 FOR ALUM. CLOSER ON SIFF.T 19 FOR 1/2• 11 FOR BLADE OANI EHIg) t BLADES Q61 PLATE. (LOCATE 1/2'r_. .--__— 1 BLADESmk® -1 ON SHEET 19 FTXi DFS) AT EITHER SIDE MIN ` ' / BLADES Q k MRI. ! OF©) I ♦USE 1'OR 2'MAX. I _ /10x7/2•S.M.J ----t N10xi0 i6s O.C,S. I -----�� (AS ARPUCA,BLE)x2"xt/3'xO'-2' ` _---- O 18"O.C. ----- �, ALUMINUM CUP ANGLE 4 (8063-T6 ALLOY)AT MIDNEIGNT 4 / (i) NtOxi/z's.Ms. TOpk (2)1/4"0 TARCONS ANCHORS TO SEE DETAIL X FOq_,j may( WALL AT I•O.C. (LOCATE AT J SIDC CONNECTION ( OR � EITHER SIDE OF p) OR OR (� SEE DETAIL X FOR �OR g ® TO TRACKS -..1 I _� SIDE CONNECTION SEE DETAIL X/' 4 r w 6 7�'"l'J•®^' 10 TRACKS 7-- _. w 6 7 wB 1 ®,®„©•�©•©w SIDE CTO TRACKS w�rO OwOw� ®« `©•O7 •©w©.Oj .®« ©,O•©«©•O ®w � Q ®«�� ®« 6 .07 •®«©__.�/ .®„ ® ®"©'®°'� D« ®'®«®'®w®.©« ®'®«©''Liv®•©« ®'®°'©'®'-V•©« �'®�®•®'®' V•E.7 B � ®«® ®«® �'®® O,®w®•®„�,©u,©,® O «® END CONNEEND CONNECTION DETAIL C3)DEren � w END CONNECTION DETAIL 24)0 Q3 END CONNECTION DETAIL .—/--POURED CONCRETE OR ♦REQUIRED ONLY FOR SPANS GREATER THAN 12'-W EXISTING GLASS CONCRETE BLOCK WALL f— EXISTING REQUIRED GLASS 4 ——— — MN SEPARATION #10x1/2"S.M. TO(LASS(SEE O 16•tr.C. �b_____--�.� -rcc_c:>r W.M.ON S-F-ti : MIN.SEPAPATKIN Y /� ` TO MASS(SEE I .-" ©OR®OF®OR 11 FOR BADESIa'u CONCRETE 1/2•MW. DIEVULE ON SHEET !!! ------ --- ON SHEET 19 fOR ANCHOR O CONCRETE 6U1pT5m� 12.O.C. \\ 5 >ON�ET 19 FOR �q� G ' _ __�. ©oR®oR t oR D ANCHOR - I �_-Etr mk® �.ST— o.C. r -- - '.L�MIN. i -- OR Ems _ J � q� /'' �OR®OR(DOR 2"MIN, - - 2'MIN. ♦ SEE U TATIONS OF USE FOR t OR ®' t SLAM ON SHEET 19 OR OR t OR OR t VIEW Y ' _.._ PLAN (b OR Q� O«©• DETAIL X L POURED CONCRETE OR wpw©•pw®wp.®w - 10' END.INST L A I N CONCRETE BLOCK WALL ®w6#,�©•®wL T 0 REQUIRED \ 1 '®«©•®w©•©w `Ll (j:) HV BLADE OR 9 HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL END CONNECTION DETAIL SO Qe•®a®•®w®.®w ;®, ®r©® - ION DETAIL* FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone ,1T7�•.'•••.•.•-• J� 02017 TILTECO,INC. 92011 EASTERN METAL SUPPLY, INC �\GENSF ERT- TI, *_ LEO ,-r AA.S.S.A■ Accordion Shutter System E* ' HV. BLADE y1 W/OR W/0 N.V. WINOONV BLADE American Shutter Systems stems lAI Q ; TILLET TESTING O ENGINEERING COMPANY EV.kc DESCRIPTION DATEORIORN Br: L.L.• 0�•'•,F( 11 Hiss w.w.WI, SL.St..ODs.VX w WDL_,ROROA 33m Association, Inc. 1 OLD 15-085 7/27/1 DATE. 07/27/17 %�t1 •:� �� F e:(305)e71-1530.Fa. 005)671.1531 4268 Westrocds Drive 2 S/ NAI ENG 1 11 [e-0006719 m West PQIm Beach, FL 33407 y DRAWING No JIIIJ/J��'I'L WALTER A.TILUT Jr. .E. 17-107 P.E. SEAL/SIGNATURE/DATE FLDRQA L"'N 411P67 3 SHEET 6 10 OF 20 SCHEDULE /1 SCHEDULE 112 SCHEDULE /3 MAXIMUM SHUTTER SPAN'•L+• OR 'L MAXIMUM SHUTTER SPAN* 'L+" AXIMUM SHUTTER SPAN*"L+' —'— (ft.). FOR INSTALLATIONS W/ SYUMETRICAL OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS INSTALLATION LEGEND - �,® &®Or or INSTALLATIONS W/ W CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H-V. LOCK ® or ® or,Ac1 or �,$�$M&5� �® & W1 ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK W/ NO LOCKING RODS y or ONE HV LOCK 3o'r ®'or L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVC ® OR W/ NO LOCKING WALL A. B, C. D. E. M, N. O, P, O. A.S.D. DESIGN PRESSURE RATING. CENTERMAI® 283 29 W/ ONE w/ NO LOCKING RODS ® ODS MOUNTING F. K & L R. S, & V. 'T' LOCK 30 W/TWO L04 NG (SEE NOTES t.tt) (VA:IO FOR MOUNTING O (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 TOP & BOTTOM ASEE SHEET 7) FLOOR/COLING G. H. 1, It. J T. U. W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: I&00d CONCRETE&WOOD MOUNTING INSTALLATIONS CONCRETE r4,5u11tX °b""NI"' I r "A""""' INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, w.ap.okslaN wtp InvcN Asa.1lESrG DETERMINE MAXIMUM SPAN 1+' FROM SCHEDULC. 141ESSIIK WALL MOUNTING FLUOR/CERJNG WSSURE WALL MOUNTING PFM RpOR/f.FIX+G MANNING GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING V MOUNTING FLOOR/couNG MOUNTING 6'Ar-) OR DETERMINE MAXIMUM SPAN 1-' FROM SCHEDULE. I.OR-) _ .. X"tl!-) X•OR-1 fIWR M"A1N71NG T+♦ 01) l- l t QI) L-(6) L (Rj L-( L f L- 0 MAXIMUM SHUTTER SPAN •L+•OR "L-• FOR 30 OR LE + (ft) 16'-0• 16'-0• t6'-0" 30 16'-0" 18'-0' b 16'-0• 16•-0_' INSTALLATIONS INTO WOOD SHALL 9E LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL. TO THE 105 pal-A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN L+'AND 35 u'-t0' 14'-10• i5'-2' 16'-0'- 35 t4'-f0' 14'-10' 35 15'-2' 16'-r.,' —•� 40 13'-10" 13'-10' 14'-2• 15'-2' 40 13'-10' 13'-10' 40 14'-2 I5 (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1" 13'-1' 13'-4" 14'-3' 45 13'-1' 13'-1' 45 13'-4' t6'-3' t HV CORNER CENTERMA"E p' MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5' 12'-8' IS'-7• 50 12'-S' 12'-5� 50 12'-3' 13'-1• MOUNTING INSTALLATIONS LOCKING SPECIFICATIONS W/ FLOOR/CEILING MOUNTINGS: 55 I1'-f0' 11'-10• 12'-1' 12'-11' 55 11'-10' 11'-10' —_55 11'-1• SHALL BE AS INDICATED ON MANDATORY CONDITION /2-11'-11' FORA GIVEN POSITIVE A.S.U. DESIGN PRESSURE 60 11'-4' tl•-1' 1/'-Y 1Y-4" _80 11'-4" 11'-4' 60 10'-2• t0'-117- DETERMINE: NOTE/5.SHEET S. RATING: 65 t0•-10' 10'-10• 11•-1• 11'-11• 65 10'-10' 10'-10• 85 9'-y 10'-1' L,+e MAXMA%. SPAN FOR WALL MOUNTING INSTALLATIONS. 70_ 10'-6' 10'-6' I0'-9" 11'-5" 70 10•-6' 10'-8• 70 1 8'-9• 9-4• L2+.- MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 t0'-1• 10'-1' 10'-4' 11'-1' 75 10'-1' 10'-T' 75 - 8'-9" ttEXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. 8o 9'-10• 9'-10' to'-0' 1Xr-9• BO 9'-10• 9'-10• SPAN 1+'OR 1-•AND MAXIMUM AS.D-DESING FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-8 9'-6 9'-9' 10'-S• BS 9'-6' 9'-6 PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: ..._.-90 9'-3• .9=3' 9'-5' 10•-1_ 90 9'-J" 9'-3' OR CONCRETE ONSBLOCO KEALL BE DE M AS FXX.LbM': DETERMINE: _ 95 9'-0' g'-9' 9'-2' 9'-f0" 95 9'-0" 8'-9• 1- CONNECTIONS TO KEYSTONE MOUNTING L, MAX, SPAN FOR WALL MOUNTING INSTALLATIONS. LIMITED TO +64,-72 p.a.f AND 8'-O" SPAN, SEE L.2- MAX. SPAN FOR FLOOR/CEILING MOUNTING 100 8'-9' 8'-4' 9'-0' 9'-Y 100 W-9' 8'-4" MOUNTING MOON SHEET 7, INSTALLATIONS 105 __ 8'-7- r-11' W-9' 9'-4" 105 a-7" 7'-1 t' 110 8'-4' 7'-7• W-7' 9'-2' 110 8'-4' 7'-7' FINAL MAXIMUM ALLOWABLE SPAN L,EQUAL "L THE 115 8'-2' 7-3• $'-4• W-11' 115 8'-2• 7'-3• SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 1,+. 12+. 11 AND L2 120 8•-0• 6'-11 8-2' 8-9 120 8,-D• 6'-11' (4) GO TO ANCHOR SCHEDULt WITH FINAL MAXIMUM 125 1 7'-10' 6'-8" 8'-0• 8'-S' 125 -to- 8'-8• ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 r-8• 6'-5• 7'-10' e•-1- 130 -s• 6•-s• WIND LONE MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM,ANCHOR SPACING.135 7'-7' W-2" 7'-0' 7'-9' 135 -7' 140 r-5• 5'-11' r-7' 7'-6• 140 -- -s• s•-1i• ASTM E-1996 SEPARATION 145 r-3- s-9 r-s r-3= 145 -3' s_9. TO GLASS 150 - 7'-2' 5'-7' 7-4• r-0• 150 7--Y 5'-7' 155_ 7'-0' S'-S Y-2' 6-9' g157'-0' 51-5 1 IH�^�U .< 1. 160 _ 6'-1 t' K4-a 7-1' 8'-T ^- 1t' S'-2'165 6'-10• Y-O' 6'-4' „-10' 5'-1- [205 6• • • 11• 6'-2' 6'-9' 4'-11' E____9- 70 8'-9' 6'-0• 175 8•-7' 1 HV BLADE _ 8'-8' S'-f0" 180 W--6• 4'-B" 8' 5 6'-Y S-8' 185 6'-5• 4-8' 6'-4' 8'-8• 5'-8' 190 8'-4• 4'-5'W-3' 6'-Y 5•-5' 195 6'-3• 4•-3' 6'-2' 4'-2" 8'-4• 5-3' 200 6'-2' 4'-2• _ 1 6'-1• 4'-1' 6'-3• S-1' 205 6-1 4011, FLORIDA BUILDING CODE(Non High Velocity Hurricane Ione 11 T02017 iIlTFCO,INC. C 2011 EASTERN METAL SUPPLY, INC. �jcENSF% AccordionVTM ShutBERT ter System I I`/Eco A.S.S.A. FLK MADE/1 W/OR W/O KY.VWNDON 8A)E INC. _ , * American Shutter Systems REV. auIRPTIMN DAIS DRAWN BY: v. L.D. •,•O TILUT TESTING & ENGINEERING COMPANY ��\\ ////�___"."„'"••••`"` •; Association, Inc. I OLD 15-085 D7/27/17 DATE 07/27/17 "l \\ 426}N.W.SRu SI.Ste.505.vKpnu Gut S.RORW>lu \ 4268 Westroods Drive : Pho,w (506)671-16x, Ppw: (aos)en-Isar DRAWING No ., � ''..,,,,,,.•' \ 1\\ e-�.IW1: 1plNcaeac.carn West Palm Beach, FL 33407 s ss'ONAI '"" EB-CON719 17-107 W4LTER A TILLII J,,P E. 4 FLORIDA Uc 1 44167 '' SHEET P,E. SEALfSiGfSATURE/DATE 6OF 20 t O • r • • - �o�000c�acaca�QQoaoacQQQoaaaaaoQQoaoaaovaaaoaaaaaaaQQaa �00©0800088®X80®EIOQ�aQa000Q0aQar3QQQOQaQQQQQQQQQQQaaaQO - �00{�0000®80®OQOOOB 0®A90008®0000QQOQQQ00aQCQQQBQQQGIQa 8000000®090808080®0®GQO©0808©®�®©O�oOeaQe�aQ�oQacaa • 0000000000 ®000900060080009808000a©D0®®000000Q�8GQB8Q � . -00000000000000000000Q0�90®O�a0000©08000©9a0©01080®009 a � :00000000000000000000000000000000000000�900000808008®090 , occcacoo0cococcoccco0cocoocacacc�c�c0000cocoo0�0ecooacoc R - �o�ooQcaaaaaaaaaaaoaaaaoaaQQaaQQa�QoaaaaaQQaaQQQQaaoaaon ��e�acQcaaaaaQ�oQQ®QQoaaQQaaaaQQQQQQQQQanaQQODQQQQQ . ��oca�ceco®aoo®QOQQQ®aQoaaQQaQQaQQQQQa�aaQQaoaQQaaQ� • _ � - ocac��c®cccec®o®ogo©c�a©QQQQQQaaaoQQQQaaaaQaQQaaaaaQ aoccococcoco®oceoca�®o�©ooaQ®eoaaQaQQQQQoaQQoaaoaoQQaaa R - A88889809889988808B90B9889®0080®©900880®QaQQaaaQQaQQQaQa - " '� � - @888888088888888�@@BBB@9@®09@98�9B08B99809Q88000QaaQQQ �AAAAAABAAA�A9AA�8A8AA89AAA9AAA9A�A9�0899�9990BOA� - -oo©QQQaaoaaQaQQQaoaaoQaaa aaaaooaQQooQaaaoaaaaa�wa _ -c�caQflQaoQQaaaQQQaQQQQQQQ�iQQaQQoaaoaaQQQaaQQQQQ��Q �: - occc�ccaoaQacQQQQQQQaaaQQQQQQQQQaQQQaaaaQQQQaaaQQQQa -�� - �cocoocc®�ooc�aQcaoacQQaaQQaaQQaQQaQ�QaQQaaaaaQQQQaa acoocccccacc®ooc©aaca�aaoaaaaaaaaaaaaaaaaaaaaaaaaaaaa " - 099BB08898�9800098B0�lr�QBF�1Qfl©aQ©aQQcaaaaoQQaaaoaaaoa® - �88888088@888888000@BBBB@808�89898C�098�®8800�CaQaa000a ,� `' " - - - 9AAAAAABAABAAAAOAAAAAAABBAAA9AAAQA8�9A�DA��DAB���DAO�'� •=�r t =v000�aoco0©o0ce©aQQQQaaQaaaQaaaaaaQQQQwoaaaaaaa�QaQQQd� �'�,- - -o�c�a�ooaoococecooaaQQQQaQaaaQQa�QQaaaaaoaoaaQaQQQQa�Q�� . :oocc�cccccc0000�occc©oQQQQoaaaaaaaQaaoaaaQQaaaaaQQ Qe oocccocoocacoc�aon�oo�ccoo�cccocQaQQQQaaQQQaQQQQQ®QQaQa eocccoocoac0000cc�oaooccco�cc000QaaaaoaaaaaQQaaaanaaaaQ .., :�a888AB898B8898888888@888B68BB888B8889888000QQQQQQ�QQQN �08�8888B88BB8888888888888888888880@A88888888@OAQaa000QQ - 9BAF3A8AAAAAAA98AAAAAABAAAA9AAA�ABAAAA99ABAAA998A9AAAAAA �.. '= BC��8C0©6Q9000QaaaaaQaOaQaQaa®aOOQaaQaaa®aaQQaaOaQQaa BCOOOCCCOCB088�E1�1000QQQQQQQQQQQQQQQQQQQQQ�QQQQQaQQQQ� -10C000Cago III �OOOOCCCC�OCD�COCOCOOCCH88088©©aaQoaaQaaaoaaaaQaaQaaoaa �coo�aoc�cccc�coco�aa00000cocccQQ�aaaQQQQaQQQQaaaaQQaQ -a8�8888BB88B�08888�888889088BBB888888000QQQ��aaaQQQ " .° A�99�98A898®9�99989899909�099��999�998989909A�AB09988 ��DAdCOQOflQO�Qao000000Q110a0000aG0000000a000aQ00�000a�aQ0Qa -a�occcceaa®acoQ�QQQQQQQQQoaaQQOQQQQaaQQQQaaaaQQQaaQaaQ� - �oacc000coc©c®��o��oaaQ�aQQQQaaoQQQQQaaaoaaQaaQQQQQQaQ = ocvccaoaacocaoocoQ®®88aoaa��©Q©aaQQQQQQQQQQoaQQQaaQaon - occcp a000coa�aoocooca©ceeco��aoaQQQQQQaaaoaoaaaoQ QQaQ 0m88loan ° � -g��6899BB89899890998999889989896B0B8B9B8B8B89B9B9999�99 WIM IL ANCHnR• SPACING (1D.) SCHEDULE FOR A CAIN MAX. SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D.W9GN NEGATIYE PRMRF RATING MM A affIESPONDW 610UHM TYPE FOR CONCKM OR CONOVE BLOCK HShkIAMNS (SEI MOUNTINGS E,G,A H ON SHEETS 6 a 7) 1.ANCHORS TO SUBSTRATE SMALL BE AS FOLLOWS: POURED CORt11EIE/CONCREW SLOW POMFD OONc6E7E (A) TO EXISTING POURED CONMETE: (Min. rc - 3 ksl) @WALL SILL MOUNTING @CEIUNG MOUNTING FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON W'.TH ADVANCED THREADFORM TECHNCLOGY ANCHORS,AS MANUFACTURED BY I.T.W. BUILDER. (Min. ('c - 3 1■Q SPAN ANCHORS SPACING FEND - 1/4.0•3/4'ALL POINTS SOLID-SET ANCHORS, AS DSTRiBUTED BY ALL POINTS SCREW,BOLT A SPECIALTY COMPANY. (Min 1'c. 3 I•Q (R) _- ..,._._wam RATING,..,_ S0. FRESSIX Miff _ WrAINE_ MigC TAPGON OR - 1/4-0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED W FLORIDA FASTENERS DIRECT,INC.(Min. ('c -2 k i) 30 40 60 75 90 120 160 205 JO 40 60 75 9O 120 160 205 30 40 80 75 90 720 160 205 TAPCON WITH ADVANCED - 1/4'•TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.,AND DISTRIBUTED BY AIL -DINTS SCREW.BOLT A SPECIALLY • 1 6 3 12 1 0 0 HS 14 t t0 0 _ TNREIDN WITH TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED 1WTH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 3-0• 14 12 10 9 0 1 6 6 14 12 10 9 • • 6 6 14 ,2 /0 • • • 0 3 In) 1/ 62 10 9 0 e" s 0 14 12 10 1 6 • 6 6 14 14 10 0 • a 6 -5 P06+T5 SOLIDI-SET OR LESS BLUE TAP W/CAP NOTES: 14 12 10 9 1 • 9 7 14 12 10 f 6 • 6 6 14 12 10 f e 0 6 6 A.t) MIfNNUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 e 7 5.5 U 12 10 9 6 0 6 6 14 t2 10 1 6 e 0 S TAPPER+ ANCHORS IS t 3/4•,AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4A-G. 14 q 10 0 1 a 6 a 14 12 ,0 P f a 6 6 14 12 10 9 0 0 6 33 14 72 10 9 9 a 6 4 14 12 ,0 • a 0 6 4.S 74 12 10 f ! 0 4 33 A.2)MINIMUM LMBEDAENT OF 1/4'0 z 3/4'ALL PANTS SOUL-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE NO EMBEDMENT 1♦ 12 10 9 8 a 6 43 14 12 10 9 a 6 6 53 14 12 10 1 6 9 a 4.5 INTO STUCCO SHALL BE PERMITTED. 1/4'4-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 10 f 73 SA 13 - 1• 13 10 9 6 0 6 S 14 12 70 0 9 7 53 4 •SFE L1IEA1XIN5 OF u5E i06 EXIST.AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 t1 10 9 a s a 6 t4 12 10 • 0 a 6 6.5 14 t2 10 9 1 0 6 43 0.'m 5V SnE[t'9 5 0. 14 12 10 9 6 7 4 - 14 12 10 9 3 0.5 5 33 14 13 10 s 6.5 S 33 3 AL3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE FXISTING WALL OR FLOOR, 14 12 10 9 9 7.6 43 - 14 12 t0 9 0 8 6 4.5 14 12 10 B 0 5 w5 .75 ANCHORS SHAW.BE LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDWATEO ON L4_f fA 363 4. - U 11 /0 0 0 73 SS 4 14 12 10 9 0 6 a.5 33 NOTES At)k AL2)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENCNEER.FOR 6'-0- 14 ,2 10 1 • e 1 - 14 12 70 0 s e 6 S 14 12 10 9 6 63 5 S.S INSTALLATION INTO CIES WTTIt METAL SPUDS SEE SHEET 20. 14 13 10 9 7.5 33 3 - t4 12 10 0.6 7 S5 1 3 14 12 6 6.5 0.5 4 3 - 14 12 10 9 6 6 - - 14 12 10 9 6 6.S s ]. 14 "i 10 a3 a s 4 (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 0 6.5 SS 3 - 14 12 10 9 0 6.5 4.6 S 14 /1 10 0 7 6 A - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHOR",AS MANUFACTURED tTI'I.T.W. BUILDE%. it 12 ,0 9 0 ! - - 14 12 t0 9 6 7 . 4 14 t2 t0 f 73 SS s 3 - t/4'B. 3/4'ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW,BOLT A SPECIALTY COMPANY. 7'-0- 14 14 12 t0 0 0.S • - - 14 12 f 7.S 6 t3 J3 - 11 OA 7 SS 4.3 33 - - - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. 14 12 10 63 T 4 - 14 13 10 9 73 SS 4 - 14 12 9 7 73 43 - - - 1/40 TAPPER.ANCHORS AS MANUFACTURED BY POWERS FASTENERS. INC..AND DISTRIBUTED BY ALL POINTS SCREW. BOLT h SPECIALTY 14 It 7 SS s3 - - N 12 10 9 73 SS { - 1♦ f2 9 7 6 43 ] - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 73,-D. 14 IZ 10 9 a 0.5 - - t• 12 10 0 6 6 ♦ - 14 12 10 0 6.5_.L 34 - NOTES: 14t2 65 7 53 3 - - 11 12 a 63 53 4 3 - 23/3 6 S 4 3 - - 8.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON.BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND UPCON 14 /3 93 7.6 6 - 14 112 9.5 0 0.5 S - - 14 12 a 6 0.S 4 - - WITH ADVANCED T14READFORM TECHNOLOGY ANCHORS IS 1'. 13 f3 0.3 S 3.6 - - - 14 12 10_ 5 6A 5__- - 11 I2 6 0.S a a - 9'-0� 14 12 10 t 6 - - - 14 12 10 9 73 4.5 - - 14 12 e3 7 SA 4 - B.2) MINIMUM EMBEDMENT OF 1/4•o z 3/4•ALL POINTS SOLID SL ANCHORS SMALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 1.5 7.5 6 4 - 14 11 7 0.S S 3.S - 11 6 S! 43 ]. -:7. - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/{•h20 5.5. MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO 14 12 6 63 4.3 - - 14 13 a3 7 0.S 4 - - i• 10.5 7 33 6 4.5 - - EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. IS 6 SO a - - - - 1♦ 12 9 7 0 wb - - 14 11 7 S rs 33 10-0• 14 12 10 9 73 - - - t4 12 10 • lS S - 14 12 1 6 S 4 - - B.})IN CASE THAT PRECAST$PONE. PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER RE FOUND ON THE EXISTING WALL OR FLOOR. U 1 7 5 13 - - - 13 93 63 S 4 ] 10 73 5 4 J - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES,ANCHORAGE SHALL BE AS INDICATED ON 14 11 73 53 - - - - 14 113 9 6 3 4 - - 23 93 0 5 _4 4 - - NOTES B.1)$B.2)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR DFS WITH OR WITHOUT MEIAL STUDS CONSULT THIS ENGINEER 03 0 1 S 1- - - - -114 12 6 0.5 1 53 4-. - 13 10 63 a 4._ ] - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 110 1- - - - -114 12 9 7 1 6 4.5 - - 14 POLS 7 53 4.5--15- - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL Or THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 239.5 5 - 12 9 6 4.5 4 3 - - • 7 45 13 11--/0 7.. - - - 14 1103 7 SS 43 - - - 1.5•.5 33 4-5 73 - - 9.5 7 45 - - 11 15 73 0 5 - - - 12 9 0 4.S 4 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.U.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 14 12 10 - - - - - 14 12 a 6.3 S3 - - - 13 10 63 6 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS. 12'-0" 1.5 a3 13 - 11 6'as i a5 - - e 6 1 ] - - - - MAXIMUM ANCHOR SPACINGS ARE VALHI FOR EDGE DSTANCES INDMATE.O BELOW. FOR E.D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 131 3 03 4.5+- - - - - - 13 93 0.S 5 4 - - - 0.5 e S 4 - - - - B•uULnF,Y;hG SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. B 63 - - 14 0.3 7 53 43 - - 11 6.S SS •.5 3 - - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS'HAN MWMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13'-0 14 12 - - - - - - 74 IS 73 6 3 - = - 12 9 B 4.5 4 _ - - FACTOR 10.7_5 _5 4 3 - - 7a SS._t 3 - TAPPER + AL TAPCON WITH ADVANCED 12 9 a 4.5 4 _ _ _ 93 B 4 - - - - EDGE TAPCON ALL POINT SOLID SET BLUE TAP W/GP 6 6 - - - 13 9.5 0.a S - - - - 0. 73 e 4 - - - �1\ V B R DICTANCE THREADF�TECHNOLOGY MIN. SPACING ---.__.. - MRI SPACING-3' - 3 7/4' 4- I4 12 - - - - - - 14 03 7 SS - - - - 11 e.3 6b {3 - - - - E.O. MN.SPACING 3' NRI.SPACING } 1/7' MIN. SPAC9IO J' 10 1,51- - - - - - 9 7 s7 33 - - - - 7 5 u 3 - - - ' BLADE W/ POURED CONCRETE 6 IOt►[D SIE OONTAETE 9DOL POURED CONCRETE A POURED CONCRETE k FouRI1 aNcREm OOCIVE a= 13 a - - - - - - 1, a S.5 4A - - - - 9 63 4.5 - - - - - 1A HV WINDOW CONCRETEM.LU BLOCK rc rA•31/2•MN.COL.z 1/2' CMIN.EC BLOCK CONCRETEe�oCK MH E0..31/2• Eo..x t/r - _ - _ 12 9 4 - - - 9.5 7 4b _ _ _ _ _ 3• __ 090 1.0 0.78 1.0 0.64 1.0 5.5 a s BLADE WORKING _ 33 10 63 _ _ - - 1- - _ -- 2 1/2' 091 to O-a7 to Y - - - - - - - 0.3 6b a - - - - - e.s s 3 - - - - - IN UNISON ♦ - 10 - - - - - - 0.3 6 s - - - - - a.3 6 4 - - - - -- 2' - 0.71..._ - t e. - 9 ss 43 - - - - - 1 3/4' - 0.91 - - ._ - -0.43 2 f3 6 _ _ _ _ _ 10 73 S - - --'------ 16--0-24 ----16-0 t4 l- - - - - - - a - - - a ! ]..I 0.35 tt 1 1 2 0.35 u - - - - - 93 7 - - 6 6 : -- - - - `LGRIDA BUILDING CODE( on Nigh Velocity Hurricane one 1118 �'� T/ _-- mon TILTECO.INC. D 2017 EASTERN METAL SUPPLY. INC. a14�•• �1Cf l TM _ _ Accordion Shutter System # Q Z 'LTE I N c A.S.S.A. HV. BADE/1 W/OR W/0 H.V. YNNDOW B.AOE ? American Shutter Systems REV.fft - 011301111"M W1E DRAwN w: Lc. TILLIT TESTING k ENGINEERING COMPANY �. ll7g :' ' 6355 Nw.M. Sl,w.305.Yw;,Hv.GANIDOtS,n.ONAf.A 3J,f Association. Inc. 1 OLD 75-DBS 7/27/1 GATE: DT/27/17 O 4268 Westroods Drive x J Pnon.:(Sos)s7t-+53D.r (3os)en-15], DRAWING No =-��•;<Q/.�.A ,: 1.141 c-m ES HaM6�Lcan West Palm BeOcn, FL 33407 i 17107 .......... -0006719 H4/ wA.TER A. IIi 4,.,67 P.E�SZ&TW,l�t2 /DATE 'toPoOA LLic.9 u167 : SHEET • N SSSii3sss Z, j K O 1-4 � � 3 o Q - 0 z O W cm o In r o vtni a w °� ■ E o g =o Ino � W� o ap pV =1n V F ,AZ lJ An Z C ", U O y� Zp.UJ M 7 O Uq` � 0 Vi 7 W ■ V).3 '�a Z IJ 3 S�`1�Q_ 0 b E OIr,Kf > ■ 000-0 <Na- 3 a o. 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A P P AIP P +-L AP P P P P P A A P A A A A P P P A P:P PSP A P P A A e A A A P 1 1 1 1 111 1 1 OOi000000000010 !00000 a aal.! 000000000!0000000000000 O 00000 o q o 0 0 0 0 0 0 jig 1 1 I 1 1 in w n m i� D a C r it 'v in io MAXIMUM A.S.D.-DESIGN PRESSURE RATING (P s.Q AND CORRESPONDING..MAXIMUM ANCHOR SPACING (in) SCHEDULE FOR A GIVEN MAX, SHUTTER SPAN NEGATIVE ASD DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. ;�_L MOUNIINGS ON SHEETS 16& 'EH3 U-__J B !E�T F=;Z A T F:� SOUTHERN PINENo SPRUCE PINE. SPRUCE IN SOUTHERN PINE No. 2 W/ MIN. GTTWALL SPRUCE PINE FIR NORIH SPRUCE PINE FIR SOUTH 1/2' MIN. COX z W `IN.G-0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0. W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MIN.U FSO W/ W/ MIN. G=0.43 W MIN, G-0.36 MA%WI1N $PA'IN WALL MOUNTINGS CEILING MOUMOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT TM, N, O & R FLOOR MOUNN, 0 67 R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS 80. WALL MOUNTw� 3U. wALL MOUNTINGS B.O. wALL MouNnNcs W & X W & X W & XP6T0 S&V 5 &V S& V Lu I<m1 an IN6ta NN6 64 Oa am Aims om OIABC aa;04 Im ImIE I1ma Mao 64 1 o a m�M 64 932IFm1F RMN OK 64 ON"K ROOM Ott 64 Oa N6LE 1�Nat 104 02 MIE RMK Nat 64 amt IW6E now an 64 _.-. _. .... - 60 75 ;;.TO5 30 40 60 75 90 O5 30 40 60 7S 90 OS 30 40 60 75 90 05 30 T. 60 75 90 OS 30 40 60 75 90 05 JO 40 60 75 90 OS 30 b 60 75 90 OS •A•OR LM 12 10 10 9 B 8 6 B 6 6 6 6 12 10 10 B 6 8 8 6 6 6 6 6 12 70 10 9 8 8 6 8 6 6 6 6 8 5 4 4 4 3 12 12 1T 12 1 12 12 /2 12 12 12 12 12 1 12 12 12 /2 4'-0' 12 10 10 9 6 8 6 6 6 6 8 B 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 B 6 6 6 6 6 8 5 4 t 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 5•-0• 12 10 10 9 8 e 8 6 6 6 6 5.5 t2 10 10 9 6 e g 6 6 6 6 5 12 10 10 9 8 7 6 6 6 6 5 5 6 S 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0. 12 10 10 9 e 6.5 6 6 6 6 S.5 .S 12 10 10 9 8 S 8 6 B .S S .S 12 10 10 9 6 .5 B 6 6 6 S .S 6 S 4 4 3.5 - 12 12 12 12 12 12 12 12 IZ 12 12 CT 1212 IT 12 10 8.5 T-0' 12 10 10 9 6.5 4 8 6 6 3 .S 4 /2 10 10 9 All- B 6 .6 5 4 .S 12 10 10 7 .S - 6 6 8 S 4 3.5 6 S 4 4 - - 12 12 12 12 12 12 12 12 12 12 12 10.'12 12 12 0.5 8.5 7.5 12 10 10 7.5_4.5 3 6 8 g 5 4 .S 12 10 _10 6_ .5 - g 6 S .5 .5 3 12 10 10 4 - - 6 6 5 3 -9 3 6 5 4 - - - 12 12 /2 72 t2 12 12 12 12 12 71 9.5 12 11 1.5 9 7.5 S p'_0• 12 10 10 S 33 - 6 6 5.5 .S .5 3 12 10 9 i - - 6 6 4.5 4 3 3 12 10 4 3 - - 6 6 43 4 3 3 6 S 3.5- - - 12 12 12 12 12 0. 12 12 12 1. 9.5 8.5 12 12 10 8 .5 .5 t0'-0• 12 10 7.5 4 - 6 5 5 4 3 - 12 10 6 3 - - 6 6 4 .5 3 - 12 10 3 - - - 6 6 ♦ .5 3 - 6 5 - - - - 12 12 12 12 1. 9.5 12 12 12 0, 6.S .5 12 12 9 7 6 S I1'-0' 12 10 SCS - - 8 6 4.S- - - 12 70 4. - - - 6 .S 3.5- - - 12 10 - - - 8 S 4 - - - 6 5 - - - - 12 12 12 12 10 8.5 12 12 12 9.5 8 7 12 12 8 .5 5.5 4. 12'-0• 72 70 4.5 - - 6 6 4 - - 12 /0 7.5- - - 6 5 33- - - 12 10 - - - - 8 5 3.S- - - 6 5 - - - - 12 12 t2 i. 9.5 B 12 12 I I 8.S 7 8 12 1. 7.5 8 S 4 _ t3'-0• 12 10 - - - - 6 6 - - - - 12 10 - - - - 6 .S - - - - 12 7.5 - - - - 6 4.S - - - - e .5 - - - - 12 12 12 0. 8.5 .5 12 12 10 6 .5 S.S 12 0. 7 .S 4.5 _ 14'-0• 12 10 - g S.5 - - 12 7 - - - - .5145. - - - - 12 7 - - - - .5 4.5 - - - - g 3 - - - - t2 12 12 9.S g g 12 12 9.5 7.5 g 4.S 12 9.S .5 S 4 3 15'-0- 12 _ - _ g _ _ - 12 - - - - - 5 - - - - - 12 - - - - - 5 - - - - 8 - - - - - 12 12 11 9 7.5 5 12 12 9.3 7 6 t 12 9 8 5 41- 12 - - - - B - - - - - 12 - - - - - 5 - - - - - 1. - - - - - S - - - - - 6 - - - - - 12 12 0. RS 6.5 t 12 12 8 .3 5 3 1. .S 3.5 451151- In 5 3.5 -Q HV BLADE OR HV BLADE W/ �A HV WINDOW BLADE WORKING IN UNISON' •SIR:UNlrl Or USE FOR !WADE 1VI I d SHEET 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WAIL.BOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS. 3 SUSISIRATE SHNL CONSIST OF 7HE FOLLOWING: -SOUTHERN FINE No.2 W/0-0.55(N.DS) - 1/4Y TAPCON ANCHORS.AS MANUFACTURED 6Y I.T.W.FULLDEY W/MINIMUM EMOF.OMCNT AS INDCATEO AT -DOUGLAS FIR W/G.0.50(N.OSJ EACH SECTION ON SHEETS 16& 17. -SPRUCE PINE FOR NORTH W/C-0.43(N.D.S-) OCCEP1101d:SEE NOTE 7 BELOW -SPRUCE NNF AR SOUTH W/0.0.36(N.O.S.) -MIN. 1/7'COX PLYWOOD(1966 APA) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER WWW94 TYPE U.SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 2015 SPEIIICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWWNO ALL OF THE RECOMMENDATIONS AND SPEC*XATLONS OF THE AICHOR'S MANUFACTURER. FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone (D 2017 FASTFRN METAL SUPPLY. INC. 1 �.•''`10ENs .r ---BERTHA HVTM A S S A Accordion Shutter System 3F7,L E C O �.,c. KV. euoE ft W/CR W/O KV.WQWW MAIM American Shutter Systems N. DESCRIPTION DATE NILIT TESTING t ENGINEERING COMPANY DRAWN BM: l.C. Association, Inc. 1 OLD 15-065 7/27/1 DAtE, 07/77/17 17 \ fuu NN.36M.S Sla .OS,NRGPAA OARDFTNS.Fi ORM 33•6 PAPA. (.4)5)871 1530.ro.. (305)671 153, t Pal Beach. Drive 2 DRAWING No • �fT-s•:.;: 4 . 1:GN"ooRacom West Palm 8eoch, FL 33407 3 17-107 1 48--0006719 - / 1 WN iER A!ICER a.PF 4 -. �A►AL E� F''E ROROl.lx.a 44T67 S rj I L L P.E. SE/IC/316t4A111RE/GATE 6 i5 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR �n HV & ISA HV* BLADES AS APPLICABLE WALL FINISHiHALL SH T + — I TA WOO c TH H D Y BE LIMITED TO 105.0 psf.—kS.D.--- I _..• - AGN S TI / �R ° A • IPU CiAPCONWN ADVANCED f THREADFORM TECHNOLOGY '- - 1/4'0 TAPCON OR UNISON / .I TAPCUN W1TIi ADVANCED THREADFORM TECHNOLOGY W/ 1 1 Y Min. PENETRATION F- 1 Of THREADED AREA E I r W/ 1 7%1'Min.PENETRATION OF THREADED AREA TO EXISTING T_ EXISTING WOOD HEADER, , I / WOOD HEADER. (SEE SCHEDULE ON SHEET IS) �' 1 , -@OR (SEE SCHEDULE ON SHEET 13) / 1/4'0-20x3/*'S.S. MACHINE I-- CLASS SCHCXJLLA p,,SHEETE O 1R2OC/1/4'-20 NIRS I 1DU SrEi7 1919 FOR EXISTING 1 HADES M&a GLASS---I 1 ORI f9f [ �� 11 L.--OPTIONAL t-�J ':4 EXISTING MIN. -EX FINISH 2'x*'WOODDIX HEADER REOUWEU '-QOR®s ... I J-z 5i'w� , 1 EXISTING I 1k SEPARATION ( !: I HEADER REOUIREO Il'0 TAPCON OR TAPCON WITH ADVANCED GLAS 'I ID GLASS(SEE T - � -THREADrORM TECHNOLOGY W/1 1/2- L—5C ED AE N SHEETMIN. SEPARA ON TO GLASS I I Min.PENETRATION OF THREADED AREA TO I tl FDR RUDE mMD EXISTING (SE£SCHEDULE ON SHEET I1) �1 EXISTING WOOD HEADER. W SHEETNT.19 FOR GLASS (SEE SCHEDULE ON SHEET 15) I BLADES T& �j 214'COSILL HV WALL HEADER !NS?AI i eTIn •1-- ON NV WALL HEADER INST a ATION PLATE INT. OO Hlf WALL SIL N ,.__ -- EXISTING I MIN. SEPARATION TO GLASS I 1 MIN.SEPARATION TO:LASS_— 1 ° ) MIN. SEPARATION TO GLASS I —1 I- 1 EXI511NG —(SEE SCHEDULE ON SHEET I I 1 (SEE SCHEDULE ON SHEET 11)—� I Gl/u5� EXISTING I WOOD PLATE (SEE SCHEDULE ON SHEET 11j I i GLASS-J : REO'D. c E _ 1/4"0-20.3/*"S.S. g 1/4'0-20.3/4"S.S. MACHINE%CRFWS '"q• MACWNE SCREWS W/ I i n`: =L�y.�,'T• WALL 114-20 NUTS O 12' I I USING 1/a'-20 NUTS I II . O 12'D.C. I ,,`x O.C. I I 1 \ I I t I I OR® / I iOR Q.. ._� 1 w i WOOD CONT, PLATE ofcz iI REO'D. t'Nin. l ��o 1/*'0 TAPCON OR TAPCON WITH ADVANCED 1 1.. \ ` 2'x4'CONT. THREADFORM ADFORM TE OF OL RAE Eo AREA iO *ryl 1/*'�TAPCON OR TAPCON WITH ADVANCED --SILL PUTE THREADFORM TECHNOLOGY w/ 1/2' _.. _.\ .__.. -.__� _... 1/4'#IADCON OR rCOMB; g� EXISTING WOOD HEADER. . i-. •3; M;n PENETRATION Of THREADED AREA INTO PLYWOOD �. '� TAPCON WITH AWANCED SEE SHEET 4 FOR TYPICAL REO O. (SEE SCHEDULE ON SHEET 15) t ' (SEE SCHEDULE ON SHEET 15) E%ISTING MIN.2'x4' 1/2'MIN CDX� \ iHRfADFORM TECHNOLOGY $HUTIER ASSEMBLY. _ , �--WALL KNISH STUDS O 16'O.C.MAX. PLYWOOD REO'D. \ W/ t/2'u;n. PENETRATION OF MOUNTING SECTION$CAN BE _ - 1-1/2-MIN.COX PLYWOOD REO.O. — WAFL FINISH-� THREADED AREA INTO PLYWOOCINED IN ANY WAY TO 1 REQ-0. PLYW000 TO BE (SEE SCHEDULE ON SHEET 73) SUR NY INSTALLATION. _ '-EXISTING MIN. 2'x4'STUDS O 16'O.C.MAX.REO'D. ATTACHED TO STUDS IN HV WALL SILL INSTAI I eTInN PLYWOOD TO BE ATTACHED i0 SrULS:N ACCORDANCE ACCORDANCE WITH JWITH SECTION 2308 OF THE FB.C. SECTION 2308 OF THE HV WALL SILt INSTALLATION ATION ♦$[C UM�pATXXA$OF of HV WALL SII 1 INSTAI I ATIAN F.B.C. SEE IO SHEET,9 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone .{ \IE ••t / =? 02017 71LfEG0,INC. ®2017 EA^,TERN METAL SUPPLY, INC. ''�1CFIVS�. ✓ ; RT TM L ECO IMC. A S,S.A. Accordion Shutter System >IF ■ KV. RADE#1 W/OR W/o KV. V/iRM MADE Systems American Shutter SY TILLIT TESTING & ENGINEERING COMPANY Ev.N OEscwrm DATE DRAWN BY: L.C. l A OF QTBS Kw.36N.A.A. 30&Haaa "ROMS.F 0ftA 331 Association, Inc. I OLD 15-085 7/z1/1 DATE: 07 27/17 (305)871-1530 1`-:(305)871-1531 4268 Westroads Drive x �s ''•alit IDA �. +'� '-" ES-00D0710` .ca West Palm Beach, FL 33407 3 —DRAWING No H j/1 wN TER A TLLR Jr.P.E. 4 / O7 S/p P.E J �/DATE FLORIDA LK.t 4*167 5 SHEEP 210 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (L, HV & HVA_ BLADES (AS APPLICABLE) SHUTTER SPAN L+ OR L— FOR INSTAL I erI INTO W000 WITH V BCAD 1 ONLY -WALL FINISH SHALLIM TO 105.0 12sf. A.S. SI SSUR' IN T 9EOR MA SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & & WORKING IN UNISON /4'4 TATACON OR TAPCON WITH ADVANCED 4'.8'(Min.) EXISTING __--.._....i,---.-... ...FQ- ED --2*MIN.- �.. THREADrORM TECHNOLOGY WOOD REAM REQUIRED. EOCf(IF APPLICAgLf ,y W/1 1/2'Min.PENETRATION STRUCTURAL ADEQUACY -- -'-- ) ----r----- 1/4'4-20x3/4'SS OF THREADED AREA 111 OF EXISTING WOOD REAM —EXISTING WOOD HEADER. 1' PHILLIPS TRUSS HEAD TO RF." CERTIFIED BY (•SEF SCHEDULE ON SHEET 15) I AND. MACHINE SCREWS REGISARCH, RED ENGINEER OR ...-`- EXISTING WOOD .A / /•-20 NUTS ARCHITECT PRIOR TO .-EO---I---EQ 'i- TRUSSES OR { 1lllF1 19 r{ O 12'O.C. SHUTTCR INSTA!UOON. 1/2' RAFTER O 24' O.C.REQUIRED 1/4'4 TAPCON OR TAPCON WITH ADVANCED m_-ms s .257' THREADFORM TECHNOLOGY - EXISTING SOFn! OF 1 1/2'Min.PENETRATION / OR OF THREADED MEA TO EOEO- /14x/4' r-EO EO-1 "__, a'x4'x1/8'CONT, ALUM. n.;BE EX 15TING WOOD HEADER. S.M.S. -- ti•i (SEE SCHEDULE ON SHEET 15) �' O 6'O.C. I (6063-TB ALLOY)w/ OF 1©Or © I I 1 OF ®Or® (EACH/tR•AFTER OR0 LAG CTRUSS .REWS TO ( HEADER ELOCATE LAG SCREWS AT EXISTING---1 EXISTING MIN 2'x4' 1 MIDWIOTH OF EXISTING WOOD CLAS$ (L_ MIN.SEPARAIION TO GLASS __ OPEN HOLE AT EACH k"BER• (2'Min. NOMINAL WIOTH)W/2'Min. (SEE SCHEDULE ON SHEET 11) - E%15TING STUD TO ACCEPT PENETRATION OF IHRFADED GLSS— S/16Y LAG SCREW AT CENTER OF TUBE, INST�LA ONS WITH 72pst MAX.A.S.O. DESIGN LOAD AND S HV WALL H secR INQT1 I eri)ltJ �a IX5—, m QO (Sf r 9'-0'MAX. SPAN.THIS tl 11p BAER Aro INSTALLATION S ONLY VALID i r I NOTES ON 9¢T 14 wR (DOR®W -7 t1 RACE(DAV I FOR WOOD W/MIN. SPECIFIC 1 !lA06Ii a® d 9427 14 FGR GRAVITY OF 0.50 AS DOUGLAS ,-SEE SHEET 4 FOR ttPICJ/.SHUTTER ASSEMBLY �-��;._ ...._.... �-"___ I BIA06�k� ®W rIR OR SOUTHERN PINE N., 1. IN NTING SECTIONS CMI BE COM8INED _. _ OR EQUAL. RI AHf WAY TO SUIT ANY NLFIALLATKMN. T�HV CEILING INS7A erinN U�' V COUNG IN ' DR --------.----_........_ ........--lr —T STA 1LM4 gPAR(saATIf%1 ..00R MIN. SEPARATION TO GLASS 80@AE aI51EFT I I MIN_ (SEE SCHEDULE..ON SHEET 11) EXISTING 11 FTR BA0EmM0 SEPARATION EXISTING F c1A55 al s4 ,s fur _j TO GLASS SSS...._( --{1 0AIfS(I&,1A I($CE SCHEDULE ��JJ t ` ON SHEET 1 t)ALTERN I ANCHOR M( =0 _� LOCATION EXIST— I t3 ! . t�J I( ..—WT0.31-"HEXASHER HEAD TEK « � 1+ I DECK REWIRED '1©OR 2"x6'MIN. WOOD--I SCREWS O 12'o.c (NO FINISH DECK REQUIRED(NO ALLOWED) FINISH ALLOWED) 7 19 EO I EDGE OF DECK �2. t_!_� IF -I = __ ...- - r AHI FK t+ 1/4'4-20x3/4'S.S. APPLICABLE _--�� ----- APPLICABLE -`-... .. 1/4.4 TAPCON OR Aan. PHIWP$ TRUSS HEAD _2.___-:AR4IF APPLICABLE TAPCON WITH ADVANCED MACHINE SCREWS ..._-._-"..._ ---..-^" .- --.— - --- O l 2•x4'CONT. THREADFORM TECHNOLOGY "`—' "-"-"" 1/4'4 IAPCOI OR TAPCON WITH ADVANCED SILL PLATE W/ t/4'-20 NUTS --....-�. REG'0. \ W/ 1 1/2'Min. PENETRATION O 12'O.0 7/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORMJ _.�•LIBi THREADfORM TECHNOLOGY W/ 1 1/2'Min. 2'MIN. OF THREADED AREA TO rECHNOLOGY W/ 1 1/2'Min.PENETRATION OF THREADED PENETRATION OF THREAXD —EXISTING WOOD HEADER. AREA TO EXISTING'WOOD HEADER. (SEF SCHEDULE ON SHECT 15) AREA TO EXISTING WOOD HEADER.(SEE ----- SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) O SEE UMT OF USE FOR �'- pT 7 �� X�HV WALK-OVER INSTAL I eTION �V HV WALL SILL INSTALi ennu 6 9 W'HV FLOOR INSTALATION V 10" _ FLORIDA BUILD CODE Non High Velocity Nurricane Zone 4T 017 02TILTECO.INC. Aa � •••,•`(�•[-A'• /�� ®2017 EASTERN- METAL SUPPLY, INC. ILI 1111,11 111111111 11111CW7. 1 I A.S.S.A■ Accordion Shutter System T HV. BLADE#1 W/OR W/o KV. WINDOW BLADE * ' American Shutter Systems EV N AWN BY, LC. DEscRIrnON wTE DR 0'• (f�J TtLLIT TESTING a ENGINEERING COMPANY /(�•'•.!C/A�,-° ).Q,,' 6.1(i5«.N.YID.SL.w.305•NRpNM CARDE«S•RpIIpA 331Association, Inc. I OLD 15-085 7/27/1 DATE: 07/27/17 _ +rylftt r►—�•`E-fes` PIn ,(305Ai1-15.30.Fax:(30)871 1531 4268 Westroods Drive 2 ,I44L1 °-"EBei oOO^ West Palm Beach, FI. 33407 s DRAWING No sz11719 pij EN6� WALTER A TWT 3r.P.E 4 17-107 P.E. SEAL/SIGAATURE/DATE FLORIDA Li.tf 44167 5 SHEET 17 OF 20 END INSTALLATIONS HV BLADE OR A� WINDOW BLADE INTO 2"x4" MIN WOOD STUDS Y..•4W.t D 2•..'uW, STUDS R[0D ww.wtx)D •��STUDY-- ,i 1/-TIP 1 • 41UD3 REo'D AS APPltC.Btf) \ /(� M.I�IrMJP O 6'o f. ((AS rzmWc rAAs3 rot/2'c9. (. •� \ / / F nIN r wD t x --i IV W15N Emw_GLASS _........ ... 1/2•UK GNI ' l.- RI q (SEE •".-trl'4W,RDx '0 a.A (4F. »mac a s¢r K'r009. +raR gas N- t/1r.s" ;'`;�raaac tD�w•a A a.as Ox>: t/z'r•an —'- 1,w vwwna araestQf 8 (COny osEti-� •-,/2•WR.cLx a MnYI,n EOR sanaAr a 9EEr PLv.000. PL,4vo7 Tura'Pr® tt IDR axorSwc , it rm tu�r 7:an aa1. Putt(LOG,E 1/2r auJ a s.Pr ro a aae YAFSQ r t� � .. ... 19 /p••o_ — —�• _ 1 r MRc a /10.1/2•S4S. / ...._ ...� •+1 O.0 flint 2'YM.S.J - •,s[t•a 2•rut - •16 �� wurr.a ar 4 l.Pu-r n.P.I•T ra�cw�R / '4 _I ORO* (A,/.r t_.RQcroa.ttgtodro sEFm+u na tr. • COIUKPC11w I OR®• `aMoe° OR c«.CTIOF0,1 to iMfx5 sEr O[TA2 z PORTo — (1y.® .�1. r,rRAc�3 ��;y l .(�.Ci-CL•.,'�•®.!�- s«oa.tocTaN d3-C`�•O-O-�o.i�• END CONNECTION DETAIL END GONNECTION DETAI 8 END CONNECTION cuAj U END CONNECTION DETAI ASS z•..•rr4 �J2 — � "-aGLwls REgrerc o.Ar ra scars GRfAila TWr 1z'-r• 41U04 RCOTI '/2-IM.aNgtpES 1/.-.tAP06n r/ 1/2' i 0 F.,Sr149 aA55-� PE-mn t•n•0.0. pEwcnwm 2.4°+ smut a 9[[t 4 __ _ 4 • SEE LIMITATIONS OF USE FOR +t BV¢Sra l' '�--_—. BLADE 1_ ON SHEET 19 1•wR n.DE yaro - a y¢1 n RA _' ' 05 &rorr(D•9 -- t ^L-w C$•-- 4 6 YR 8�C'R�oR n4-•�•� r•. rn raao au -O-Q�7i-C��@ Ei- �"�°'®°RQ VIEW G ®'©• ®. no9 rca'D. neo- �.�.0.©®.�. Mm to-fs.(�.Q,rn 9•(� ®•®-C!•»-�•($ END CONNECTION DETAIL (5 END CONNECTIONEND CONNECTION D�AI �2� DETAIL ��'� P�•..••' -•.,• wzmr tL:�o, iNC FLORIDA BUILDING CODE Non High Velocity Hurricane Zone T y', C2017 EASTERN METAL SUPPLY, Mr. A.S.S.A. TTA ILV"To INC. Accordion Shutter System H.V. BLADE#1 W/GR W/O H.V. WNDOW BLADE TILUT TESTING k ENGINEERING COMPANY American Shutter Systems a.N 5cttelTRlw+ 5rT[ oRArnE er: L.c. VVV!!! Association, Inc. ao 1s-08s 7/v/1 ME: O7 z//t7 )Q!..• rsss N.W.Mn sr..u..505.WRgr«A cARDe4s.noww 3316 , Phone:(305)871-1530.Er.: (30)071-153, 4268 Westmads,UP(ve 2 ts3+••• 0 E 0006•oa.own West Polm Beoch, Ft. 33407 3 DRAWING No /ON,q�'Er1G .• LB-0006719 WALOR A.TILUT 44 P.C, r 17-107 P.E. SEAL/SIGNATURE/DATE na+Da u /at+e7 5 SHEET 6 18 OF 20 9,,f3 S°��5'�� • GENERAL LIMITATIONS AND CONDITION¢ OF E FOR •A A 4_51 I.MAX.A.S.D.DESIGN PRESSURE RATING:+110, - 110 p.e.T. .... ._ .. 2.MAX. SHUTnR SPAN:96' l 2 ` 1 ALLOWED MWNDNGS.A.0.G&H ON SHEETS 6, 7:AS WELL AS 2 MOUMINGS M.O,T,U R W ON SHEETS 16&17. z !.Y �"a' ONLY CENTERWTES BOTH W/F211 OR ANE ALLOWED WITH F11� Ja`Ja n i 40FN S, INA OR OP NG U T.IN CASE OF OPP 1D6a- r-Z BE INCLUDED ONLY AT EXIE.ACCESS SIDE OF TYP.EA.END • )/ S. A HV WINDOW BLADE V SHALL ONLY N10W A MA%IMUM OF 5 OPENINGS HOLES)FOR©4 PER 15410E AT SPACINGS SHOWN ON SHEET 4. MAX_ 5 DAA' _ A (B)MIN.CLEARANCE FR TOP OR BOTTOM EDGE OF HV WINDOW BLADE 1© ALL WED AT HV OF ANY J'A HOLE FOR SIMLL BE 12'. WINDOW BLADE by (C)FIRST OR LST BLADE COMING OUT FROM STMTERS AT ENDS MAY BE Nv N WINDOW BLADE 1 (0)HV WINDOW BLADE @MUST BE USED ALTERNATE TO A SOLID Hv BUDEUI \ THROUGHOUT SHUTTER'S WIDTH. •i A (E)C TFS SHA LL ALWAYS BE INSTALLED ADWENT TO A SOLID ITV ^�A BLADE 1 AT ETHER SDE OF THEM. SEE ENO CONNECTION f,; A I' e5e5� (F)POLYC RSONAW HV WRIOOW14 SHALL.BE INSTALLED SO TABS FACE kJ g • r' r . r' THE INTERIOR OF ME OPENING NG PROTECTED.HV WINDOW MUST BE DEIAII.i ON SHEETS all . r r ONLY INSTALLED AND LOCKED USING A W SE7TMG TOOL PROVIDED BY ASSA. IO h EI TTP. .� �..... - INC. FULL MEICHi.- Alb SFE ANCHOR SPACING SCHEDULE FOR INSTAUATIONS WTO WOOD FRAME. P LNWDIIGS ON SHEET 15,AS UIIITEp BY SPM AND DESIGN LOAD(SEE NOTES I 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED - y CONCRETE OR CONCRErE BLOCK WALL ON SHEETS 12 6: 13 AS UWTED BY SPM AND DESIGN LOAD(SEE NOTES 1 t 2 ABOVE). PIAN FOR REQUIREMENTS) i 8.MINIMUM SEPARATION TO GLASS SCHEDULE PER ASTM F-1996 D N C7' 1YP TOP k BOTTOM W M aRp•7�W WIND ZONE MwIMUM SEPARATION TO CLASS -..__._.....__._ .__..._._..... _i1NUMHTED WIDTH_—_ _......_..... .. ELEVATION MN a SEPARATION 10 wls ---- -- -.--.- EXISTING.GLASS SEF SC+EDIAF Q1$FEET 11 KN BLADE 4 ---1--- •�—`'� - AHO ON TNS SIQT rat 9A0ES Q A(a .. 8.25 (SEEN V�I NOTE 4 CROw! xTERlO.. 0" QO) T7P. SYM R1 CENiLIiWTES�� > W/ OR END W/O (SE NOTE 4 ABWE) PLAN TYPICAL 1L1 HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE SHUTTER* IiN lllllAA. , � FLORIDA BUILDING CODE(Non High Velocity Hurricone Zane •.,V9___., C,2C„ IDSFCO.LING ©2017 EASTERN METAL SUPPLY. INC, * * ILVcm O �N�. Accordion Sh ther System —_ A S S A KV. a" I/1 W/DR W/o Liv. NINDDNA aADE •pOt•�'^ �Q TILLIT TESTING & ENGINEERING COMPANY American Shutter System. EV.N DESCNIP110M DATE DR7A BY: LC F P (V &IW N.x WK SL.SW.305.WCMA GARCULS.n.Dm 331 Association. Inc. I OLD Is_OBS 7/27/1DATE: 07/27/17 .... Phone:(305)071-1530. FOA:(305)871-1531 4268 Westroads Drive 2 e-mw:Lae.eoexa.�em West Polm Beach, FL 33407 3 DRAWING No SS��NAt�a6 EB-0006719 17-107 WALTER A.RLR Jr.P.E. 1 P.E. SEAL/SIGNATURE/DATE FLORIDA Ue.111 44167 5 SHEET 6 19 OF /6% 1 1/2x 0.0.35'THICK TVARIES INSTALLATIONS WZ J] HV BLADE & HV CENTERMATES #1 -2.000- M...— Mln.ASTM A-653 GRADE a0 2'Ma+.� TAn. G-6o GALV.STEEL INTO METAL STUD WALLS * a1j�r��--0A3' ; `T—_ PETAL STUDS Ar 16'O.C. W --43b h O -- -- 2'0l6 oc; 41 �° 1/4"o NOMINAL W ® GENERAL LIMI IONS AND CONDITIONSALUMINUM SLEEVE 12 I— r FOR BERTHA Cl HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY �1 3/a•.5 1/4'.°.Gar III"FEn.� /� { i SYSTEM INSTALLATION TO METAL STUD WALLS CoHr.GALv STEEL TRACK GNA"NEl i O 6.O.C. O 6'O.C.^. ._ �_....___3.000'� I A-Psi GRADE a0 Nn.c-6o / SEPARATION TO GLASS SCHEDULE GALVANIZrD FASTENEo to sru0s ; 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 sf W/(2)/6.1/2•nX scows ON I `EXIsr6tc FINISH J (P ) INTERIOR a EXTERIOR rACE I AS APPLICABLE T 2. MAX. SHUTTER SPAN 84" WIND ZONE MINIMUM ASTM E-1986 ' a3c LENGTH + , SEPARATION i MIN. SEPARATION w 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS IXlsnNc CLASS TO cuss —_. k 43 1 4"f-20X3" BOLT (SEE SCHEDULE) 4 `� 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 t�� (T>P-) WI1}I 21 ARRANGED A S METRICAL LAYOUT. ________ MUST PENETRAfF 43C�1" i USE (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" 1 ,5/4'.6,/a•.o.o3s nnTHICK uln.1 EXISTING FINISH INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF FI,5/4'. CALY.STEEL TRACK cNA .L. �AS APPUCABLE CENTERMATE. 250'- ASTM A-653 GRADE 40 Yin.G-60 ' I „�.___ GALVAM7.ED FASTOIED TO STUDS /6.1/2'TEA SCREWS ON 43C ` 4301 MIF.RtOR a EXIERXIR FACE „0 fi'O.C. 1 O 6'O!CfT ' l1/4.0-20 THREADS BLADE SLACK DETAIL HVF IS ALSO VAUD FOR 4% 1/4"! ELCO CONSTRUCTIONo t/2" 2 '� CENTERMATE 21 APPLICATION WITH BLADE 10 �- PRODUCTS FAB-LOK HD I ' 43b .6-. 1 1/2•.0035 TMCK W vwraE'sT ® 6. 0C. COMPONENTS NM.ASTM A-853 GRADE,0 2711010: . G-60 CSV.STEEL 1. MS WALL HEADER/SILL INSTALLATION METAL STUDS AT 16'O.C. N:n. � .-.IXISTMG FINISH AS APPLICABLE (TPP. rOP Y BOOM) VA TT —v — .. GRA Nrtl L EXISTING GLASS _ _ _ _ _ _ - .CONT.GALV.STEEL TRACK CHANNEL. GALA GRADE as Mm.C-60 - � GALVANIZED FASTENED TO STUDS SYMMETRYCAL SYMMETRYCAL ; ' / TwN/rER'oRle EXTERIORTEX SCREWS ON 43a 43b 43c' MIN. SEPARAIKA7 VAPALb ' I i CENTERI�AS W/ I CENTER_MAI.E5_WZ To CLASS 2- . (SEE SCHEDULE) Mo.. I 1 A EXTERIOR ACCESS SIDE INTERIOR ACCESS SIDE Y ----------------------- ---- -- ------ -----`----------------- -== ----_ ---- ------------------ --------- ------ -- --- --------- --- --------------- - ---- T _. 6' (TPP.)--- IN (6”Min.) IN --..... - -------------------- ------------------_-.-_ _ - ---------------------------------- ---------- 24---------------------- ------- ----- - --- - --- -------- ---- __------------------------------- ------ ---- -------------------- -----------_-.-- ----------------------- ---- -- -- _ -- ----------------_.._. _ _.__.- .----------._ - - - ----- -- ---._. -- --- -- ---- -_-- --- ---- ------------------- ----------------- --- ---------- -::- -- --- -- -- ------------------_ --- -- - -- - • Y I ---------------------- --- ---- -- ---------------- ---------------- --- - -------- -- -_----- - --- -------- ------- - - 1 2)42 2 T 2 T 121 L.._ 21 T LOCAAD AT 12 - i -- - -- - HV HEADER/51 ENDS VIEW Y n T 2 — y_S ll(6'MinJ � 24 y SIDE CONNECTION TO TRACK �.a 3 i/a-(Tl -6 1/2•(TYPO__._._ _.._.7•._x7 ..—.__. I'--.._.-.._.. LACK ##. JiYg BLADE SLACK DETAIL HVF FL NYSE FLORIDA BUILDING CODE Non High VelocityHurricane Zone T,---- C2017 EASTERN METAL SUPPLY, INC. 02017 TRTECO.INC. Accordion Shutter System TL E C O N C. A.S.S.A. KY. eLADE#1 W/OR W/O KV. W NIIM ft" TICCIT TESTING & ENGINEERING COMPANY American Shutter Systema rv.N DESCRIPTION oAn ORARN eT. L.C. 6355 n.A.sln.sL.sr< iDs.HRcw..cAKro1s.F,nxO.ss+ Assaclatlon. Inc. I OLD 15-085 7/27/1 DATE: 07/27/17 SIAM m .g ` F,_ (305)e71-1530.FR. (305)871-1531 4268 Westroods Drive 2 DRAWING No West Palm Beach, FL 33407 s n�sq•`O yaaG\w' ITEA9.DM6ni9r.P.E. s 17-107 —10/ P.E SRI 11�REjDATE FLORIDA Lc r 00167 6 SHEET OF 20