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HomeMy WebLinkAboutProduct Approval 71orida Building Code Online httpsJ,'www.floridabuildiag•orglP��Pz sPVVPaz =wGE t f MIS Home Log Lt Use ibgrtmwn Hot T4" 9 bfflK 5W-9e Sh1s®F ds Rttlft- 0-ta1 Uc aM See"3P LNG ,S&IfM mp Product Approval PitLCuxt PPp[oad1 ..Ar4 FZF&:.-U6t>Iygialtfen oet FL FI-389-119 z• Application Type Revision Code Version 2017 Application Status Approved Comments Archived Proms Manufacturer American Shutter Systems Association,Inc. Address/Phone/Emall 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfL-eley@eastemmetal.com Authorized Signature Bill Feeiey lrodriguez@eastemmetal.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Emall Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardtnpy Received Florida Engineer or Architect Name who developed the Walter A..Tlllit,Jr.P.E. Evaluation Report Florida license PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality ASSUwce Contract Expiration DaW 12/31/2020 Validated By John Henry Kampmann Jr. Validation Checklist-Hardmpy Received Certificate of Independence Fi389E¢j F1 R CASH R5T1.ASS(JC,.1[j4•._L' L:jf�C�17-107_ C.ERTIFXM OF INDEPENDENCE-PDF FL399 R9•CGI dbiERICkN 5}tytTl-ER SYSt'ER15 F.SSQ_C„�i�°at._�R,4�V1NG 17-106 CST T AT10N 4]F INQEPENDEMCE(_t)-PDF Ea84_R9 CGI AMERICAN 5FL_n ER SYSTEMS QRAWINQ 17-1p8_. FICAT F INDEPENDENCE PDF Referenced Standard and Year(of Standard) StEmlardy ASTM E-1886 - 2005 - ASPM E-1996 2005, ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certlfled By Sections from the Code FILE C ” Product Approval Method Method i Option D - Date Submitted 09/18/2017 Date Validated 10/18/2017 oft 6/24/2020, 11:03 AM Iorida Building Code Online https://www.floridebuddiung org/prJpr 11pp_dfl.espx?p11lam=+pvGE... Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of products FL* Model,Number or Mame Desnaiptlon 389.1 Bertha HV Accordion Shutter-Blade 3- Extruded aluminum interlocking blades retained by tracks(top and (Non-HVHZ)-Drwg 17-108 bottom)for storm protection Limits of Use 17nstathdim Mnstractions; Approved for use in HVHZ No Fr 3 R9 II AMERICAN SHU ML.0 jEMS DRAWING 17-108_ Approved for use outside HVHZ Yes MTHA HV ACCORDION SHfJiTf;R 9Y$TW.PDF Impact Resistant:Yes Verified By:American Test Cab of South Florida,Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile Level"D".Max span Is 12'-3'for 40 psf positive ASO Evaluation Reports load and 13'-0"for 35 psf negative ASD toad the HV3 blade w/o window SYSTEMS-DRAWING 17-100._ blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and EBQ=CLEYI 1JArIDN REPORT.PDF 8'-Il'for 62 psf,4'-11'For 55 psf HV3 blade w/window blade working In Created by Independent Turd Party:Yes unlson.Max.span for HV3 blade w/o window,blade for Installations ft to Metal Stud walls Is 79"for max.ASD pressure rating of+72;72 and 04' for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha FIV Accordion Shutter-Blade 1 Only- Exbruded aluminum InterlocMng blades retained by tracks(lop and (Non-HVHZ)-Drwg 17-107 bottom)for Storm protextion Limits of Use mnstailiatbn Instructions ' Approved for use In HVHZ No EL389-99__ MC-fMCAN..5tJ.UTffR SYSTEM ASS - 1NC_DRAWi14G Approved for use outside HVHZ:Yes 117-107_RE HV [SSy, EM.PDE Impact Resistant:Yes Verified By:Amelitact Test Lab of South Florida,Inc. Design Pressure:WA Created by Independent Third Party:Yes Other.Large missile level`D',Max.Span Is 16'-0"for 30 p.s.f negative Evahutfon Reports ASD load depending on centermates and locking rod conflgurstionfor the ir38.9_R91M_gME_gT-CgN SILV-r-r R SYSTEM ASSOC,INC. QRAWI&G HV3 blade,8'-0"for+64,-72 p.s,f.A.S.D.load for HV Wade for Keystone 17-107 PRF F .J UATIDN REPORT PDF mountings 7'-0'p.sA for metals stud mountings and 8'-0"for 110 p.s.f. Created by Independent Third Patty:Yes for HVLkworking In unison.See sheets 7,'11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion SdnAber-COMBO- ettruded aluminum Interlocking Wades retained by tracks(top and (Non-HVHZ)-Drag 17-106 battnm)for storm protection Limits of Use LmtriMlon Instructions Approved for use in HVHZ-No FI aRg__IT AMDRAWING Approved for use outside HVHZ:Yes 1Y-?U6_BERTHA HV ACCORD H- HUTTED R SYST.PDF Intact Resistant:Yes Verified ey:American TBst Lab of South Florida,Inc Design Pressure:WA Created by Independent Third Party:Yes Other.Large missile.Max.16'-0'span at 30 p.s.f ASD load for 81ade 1 r vduatlon Report and 18'-0"for Blade 2,See scheduleS on sheet 12,25 and 28 resp vtty F1.389_ft _ITIER SYSTEM$_&5,5jQ_C,.INC. DRAWING 3771>L PRODUCT EVAL.�!i7ION REPORT..PDF Created by Independent Third Party:Yes torSaa.tle::26911tl,Ta�Fk�7yye_Pr>or®:aso-raj,rata The Stake of Florida s en AA#M 40r0byea QeAV mt?Q07-20 13 Sb"er Fence:: :: under-brava 4w,emar ada sm are pubic=rds.IIyar do oat car¢your e�araddv released h resPorca to a prbfi—ecw,b mxgLw F,nm mt send ekcha k mel to Ode wily.Instead, rantact the offer by Phone or by tradeorral mal.r you have ady Mnstions,pie cvrrxt B50A67.1"5.'PrrNledt to 56OWn455275(1).fbrfa SWutW,Nf 0be Q=be 1,2012,ikerfsees umm cl under Chapter455.F.S.mutt Provide the Departmart wM an erns address Etfw nae ort.The easam povldrd oay be us d Ibr oMcW oomonntatbn wth the Inca.H.—me/ adds&sen are pubsc rem-d.V you da not wish to-ry*a persanai address,place Provide tike D4Wt meal hln an emal access woth can be maw avauw to the puw 1b de mkm ryau are e iQmce rattler Omnia 455.FS.,please dick hxC. . PraAr!Aippe A—*tm No,, , Safe F UL 2 of 2 6/24/2020, 11:03 AM GENERAL NOTES: 1. BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEHSHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE,ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PTR SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR At BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONAUTY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE k-MIMUM (A.S.O,) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 &20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIWATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.O. DESIGN WIND LOADS AREA 1' HV BLADES Cb 2 BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMP.RE THESE W/MAX. (ASD)DESIGN PRESSURE RATINGS&,NDICATEO ON SHEETS 11 THRU 15, 19 &20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANC'+ORS ON THIS P.E.D.,AS TESTED. WERE NOT OVER STRESSED,A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS KM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS, HOWEVER,A WINO DURATION FACTOR CV-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEOI IACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THF ABOVE MENTIONED CODE AS PER ATI.REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE &WINDOW DETAIL -HV BLADE(D 90214.01-03, #0715.01-03, {11014,01-05, 01214,01-0E, #0317.02-06.#0809.01-10 AND #0210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADE AND HV WINDOW BAD (�A AND E-1996 STANDARDS(MISSILE LEVEL D, WIND ZONES 1, 2 & 3) & 11220.01-10 AS PER TAS 201, 203&203 PROTOCOLS LARGE MISSILE, (WHERE APPLICABLE) -HV WINDOW BLADE a#0505.01-08 AS PER ASPM E-1886 AND E-1996 (MISSILE LEVEL D,WIND ZONE5!1, 2, 3) BASIC PROTECTION ONLY AND#0725.01-89 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 11 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2. HV BLADE(( AND HV WINDOW BLADE (9 ARE EI+GINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 10 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3. BERTHA H.V.ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14x2.75"AND 014x1,75"RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 kGi YIELD S-•RENGTH AND 180 ksi(ENSILE STRENGTH. PINS SHALL BB COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS, REGISTERED NTH AMERICAN SHUTTER SYSTEMS ASSOCIATION, PINS MUST BEAR THE FV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM lSSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6083-16 ALLOY IS 30.0 ksi AND 35.7 ksi FOR END CONNECTION DETAILS 1-8, CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY, •7 MAXIMUM SPAN TABLES SHEET 11 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR '.NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50016 WITH 50 ksi MIN. YIELD SCHEDULE- CONCRETE & BLOCK SHEET 12 ELD STRENGTH AND 90 kai MIN. TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 13 AND SHALL COMPLY W/ FLORIDA BUILDING CODEE ECTION 2411.3.3.6. - ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OF NSI 304 OR 316 SEMIS STAINLESS STEEL WITH 35 kGGMINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIF1 IATIONS:'HV BLADE IO 12,13,14,15 AND 20 .{ INSTALLATION DETAILS M-R, WOOD SHEET 18 HV BLADE 1]t t Q1 WORKING IN UNISON: 12. 13& 1b INSTALLATION DETAILS S-X, WOOD SHEET 17 S.THIS BERTHA N.V.ACCORDION SHUTTER SYSTEM BI'-NRS A U.S. PATENT 08'/79,SB2. COMPONENTS OF THIS AFIPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT#5'45B,179 ISSUED 10 EASTERN END CONNECTION DETAILS 7-12 & X, WOOD SHEET 18 METAL SUPPLY, INC. B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SO'JNONESS OF THE STRUCTURE YTHtRE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE, CONTRACTOR TO SEAL/CAULK AREA 3: HV WINDOW BLAD ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN, 1--IRU FASTENING IN CONIINUOUS CONTACT WITH THE BUILCING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A RISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF OURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND ID LOCKS, AREA 4: HV WINDOW BLADE n ONLY 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOG-ED ON A READILY ISI-LE LOCATION AT ACCORDION SHUTER 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 COMP Y WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12. BERTHA H.V.ACCORDION SHUTTER SYSTVA'S INSI _LADON SHALL COMPLv WTH SPECS INDICATED 11, THIS CRAWING PLUS ANY BUILDING A:JD ZONING REGULATIONS PROVIDED BY THE JURISDICTION WIILRE ' PERMIT IS APPLIED TO. 13. (a) THIS P.E.D.PREPARED BY THIS ENGINEER IS ;ENERIC AND DOES NOi PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;I.a.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (0) CONTRACTOR TO BE RESPONSIBLE FOR THE SE'ECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT,COSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPCNSIBIUTY. (a)THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED'TY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHIC51 WILL BECOME THE ENGINEER OF RECORD(E.O.R.) FOR THE PROJECT AND WHO WILL RE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O ENGINEER Or RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT To THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (s) ORIGINAL P.E.D. SHALL BEAR'THE DATE AND 01-IGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone L1+II•�' M. 02017 EASTERN METAL SUPPLY, INC. . L 'm,. 02017 TIL7EC0,INC!IIVC� BE T A Accordion Shutter System H.V. BLADE#1 W/OR W/0 H.V. WNDOIIN BLADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Sjs m8 EV,N DESCRIPTION DATE DRAWN BY: LC. ASsocation, Inc. t OLD 75-085 727 17 GATE: b7/27/17 I' �1 0755 tLW.]6th.St..S1a.JO3,MRD:K GARDENS.F�ORQ.3316 / / " Phone (305)871-1530.Fox:(3G5)B71-1531 4268 Westroods Drive 2 ,-A<' •'e. iR •`a yLl�t tin.. FL 33407 ooarn.com West Palm Beach, 3 DRAWING No EB-GJ06719 ,L L�Y�rI'�!L WYFLO R A.TILL"Jr.P.E. 4 �7�1 Q7 rLORIOA 'ILL"R 44167 P.E."�FAtfSiGNAYUR /DATE 5 SHEET 6 1 OF 20 I , IA I VARIES �!E 1A 04 4* 4,371- 4,857 Ilk fiv,_90 1'�,Liv soun BLARE C3)HV UNIVERSAL FLOATER;; CUALI I D FOR USE Vil COVERED U61DER US PATENT 0 5458179 QUALIZ FOR USE NV/ HV BLADE C1 (�).HV DIRIF T MOUNT BLADE 1 IN HV WINDOW HLARE 600.5-15 AL QUALIFIED FOR U�E IN/ HV 6063-T6 ALLOY AND TEMPER STARTER ' BLADW9 TEMPER -SEE LIMITA I S OF USE OF BLADE 0 ON SHE T 9 6063-T6 ALLOY 373:_ 4 600. 6 ALLOY AND TEMPER LXQ-"— ),4 4 r X, A IUAL7116E Q, H, BLAD COIE A E .0"_T ALLOY I ,SEE 1W C r -4 X70 72 842 1 4.apj_-. 4.431" 072" ................ (Z)HV ADJ. ADAPTER — 112 —.920— QUALIFIED FOR I E INV HV ( I -.1,229' .8''HV WALK—OVER TRACK BLADE�1, — QUALIFIED FOR (ISE W1 HV 3.Z&2�_ ,S,)jjV-ADI FQUALIFIED FOR UAE W/ HV ALLOY 10 TEMPER LOOR TRACK 6063-76 ALLOY AND TEMPER BLADE QUALIFJ4D FO W HV AL 5 LAD)E(:�I)ON (�idl HV RAI GUARD BLADF 11 6OU-Tf, ALLOY AND TEMPER QUALIFIED FOR U,�E W/ HV ALLOY '14D _11nK.- 6063--T6 Y A TEMPER sLAOE VARTS 1.038' 6063-T6 ALLOY A�� TEMPER 83' Ann I 1] - 2 Pao, .670 6701- i 1,686- .3-0,79' --- �Lz lid Hb HEADER/SILL QUALIFIED )ONLY, IiT (13, FID CEILINQ HEADER/SILL QLLIFIED FCR QUALIFIED FOR USE W1 HV 8I_ADE(_1) USE W/ HV BLADE(I,,ONLY. 600-T6 ALLOY AND TE lao I FOR USE W1 HV BLADE"I (i 4-, HQ ALL HEARER/SILL SFF SECTIONS FOR VALIDiTy— SEC SECTIONS FOR VALIDITY. QUALIFIED FOR USE V11 HV 6063-T6 ALLOY AND TEMPER 3-Tb ALLOY AND TEMPER L-LADE Q-)ONLY. %LLO ER x COMPONFNT A D Ti T2 Y t 2' ?OA25* :—L7) i 2' 3- 3- "0.090- I 11 T2 5"MAX. 0.192- 10.192" X (D6 MI—ARM—S4_1 6UALIFIED FOR USE W/ HV ALUMINUM ANGLES 2.C' 7"IJAX,10.Igo" 01190" 20' CORNER POST QUALIFIED FOR USE W/ HV 13LADEQUALIFIED FOR USE W/ HV BLADE(D 6063-16 ALLOY ANDTEMPER BLADE 1,ONLY, 2- 5-MAX,0.139* 0.131* 6063-T6 ALLOY AND TEMPER 6063-TE ALLOY AND TEMPER FLORIDA BUILDINGCODE Non High Velocity Hurricane Zone ,N, 07017 TIOLCO,INC. � 02017 EASTERN METAL SUPPLY, INC. BERTHA TH Acco'rd'ion Shutter System KV. MADE#1 W/OR W10 H.V.WNWN BLADE-LOEC A Amorloon Shutter Systems REX No 0.ESCRIPTION DATE DRAWN BY. LX. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 2ZaZL12 DATE: 07/27/17 63t5 fun,36th.5L,Re.305.VRrM GARDENS,FWRIDA 331st Ph­�(305)971-1530.F..:(305)671-1331 4268 Weatroods Drive 2 a-M.R!Vioc0000fx= West Palm Beach, Ft. 33407 3 DRAWING No C-0006719 —107 WALTERRA,TILUT Jr.,P.E. 4 17 A E FLC)41t�A U.j 44167 5 SHEET OF 20 P.E. XF DATE 6 F 2 52R" FIAT 10.1/'• TIR MO ;'DIE CAST fi'qOe•� R— __ �^ .__..___ a 4" FST fiFFAO -`-T TMFEMED-I NOUSND F'uEL ±�4•-7D-, 765" z zg..�.'_., r 9th I _ ss.M.s. ,j } P.A4'E6 PA' D rMREADEDI ­DIE i-'!->•m"( ; T OU4N SAKE T NWiEIDJORE L ESS UGE MWPA l _ KNOB. 062" i-W.22:. GRASS CYtN0• RS CYLINDERA 0;KEYS(_ROI (CHR04f PLATED) NT AT r n m PLATED) (21' H E �, �vs. L—. �. ' S�`,_e `-� ElyLOCI( bV EORIESS LOCK UALIFIEp FOR USE W/ HV BLADE(I& 1.-.OP I 2) HV FLOATING a, M _�q23" .,, ,ms s, QUALIFIED"FOR SSE Wf HV QUALIFIED FOR USE W/ fiV 6063-T6 ALLOY AND TEMPER 4 QUAt:Tt'4Et' FOR USE V1/ HV BLADE I s& T QNLY 0063-T6 ALLOY AND TEMPER; t23; HV CORNER CE PR BLADE 11,1& �t y ONLY, BLADE& I,(!j'ONLY, "54LIFIED FOR USE W/ HV BLAOEi 1'ONLY .«,250'O.D. _ ' 17 2,874" 6063-T6 ALLOY AND TEMPER ._ PLASTIC HEAD 2 34xMOLDED ml ua�i I 1 ' " SCREW OQO,C`7 8 5 OHry" e. "p "j � AFTER RIVETING BEFORE RNETING 1/4"P--20 x 3/4" TNl3ti.MgEW 114"0-20 RIVNUT OCUAIL�'""t' �SERIES 944a ALUTAaNUM(2026-T3 ALLOY)LARGE FW4OE THw 1 SHEFT NUTURI,PART#0820,AS IAANUFAMRED BY AVOEL .^, CHERRY TMORN,PAAVPPENY,NEW JERSEY 07054 OR ECUAL. PLAN R FRONT ELEVATION ;58 HV MALE "T" LOCI CERT �t j> CK FQ� "T" �CK__CENTE_F MATE QUALIFIED FOR USE 17/ HV BI_ADE;1t,0� :29 HV FEMALE "'[" LOCK CENTERMATF �' �(V "T" LACK � HV-ALTERNATIVE LOCK QUALIFIED FOR t)SE Wf HV BLAOEI ONLY 0069-T6 ALLOY AND TEMPER) FOR USE QUALIFIED FOR USE QUALIFIEQ FO USE W/ HV QUALIFIED 6063-T6 ALLOY HV BLADE EMPER�ONLY W/HV BLADEli ONLY, BLADE'4II ONLY, 8063•-TO ALLOY AND TEMPER t._2 ). t7' 85 U17 y i7 -- a } I Iz ,THUMBTURHOf13" CYLINDEROR .21d° i 82" `� //-" KEY CYLINDER � . ' -� n � 0.875"Min, �l 40.5II DI o� t t..0"Max 731 E TE 0 I, D 3 F1R CENTER_ NATE_ LOCKING ROD 40.5 � A �i � ° o,�( QUALIFIED FOR USE W/ HV ULADE''"& 1A QU,LI"IEU FOP. HV �V- 6063-T6 ALL01 AND TEMPER 34' - _ RIES, 12'MIN. 6±}63 ALLOY AND TEMPER; QUALIFIED FOR USE W/ HV BLADE I.& rig iµ•P_20 ss.OR 3(a'o-±a „1 1i," - 6063-T6 ALLOY AND TEMPER _..t ACETAL THUMBSCREYS �2^ I �' iHUMBTURN (SEE OEVJLS f""' -1 I IT CYLINDER i f 0 n. OR HEY CYLINDER t.1.78 611 LOCKING ROD7b 4.a 7a Mo.. =I _ � HD 0C QUALIFIED FOR USE W/ HV BLADE'S y ',37) HV 1/4" –20 AISI 304 6Y REGENT HARDWARE MORTISE LOCKS SERIES 23:13 HOOK BOLT LOCK. 6063-TS ALLOY AND TEMPER UB. LLY 3l�"OS-16 ACE•:l'AL SERIES S•S• THUMBSCREWS _ QUALIFIED FQR USE Wj HV BLADEA- A`A. (L NSTALLATiON WILL REQUIRE A 7/16' 1-OLE THUMBSCREWS , QUALIFIED FOR USE W/ HV BLADE 1 l> DRILL AT TRACKS FOR PROPER EMBEpM:NT QUALIF!ED FOR o,y e HV ji3LADE U � FLORIDA BUILDING CODE floe High Velocity Hurricane Zone Ii11112e�Pv, r, , ^ 2017 EASTERN METAL SUPPLY, INC. "L' o2G17 TILTECO,INC.IN �ERTM �/ Al �~ Accordion Shutter System ZME o o B AG '® ® H.V. MAX#1 W/OR W/O H.V.W1N00'N BLADE Amorican Shutter Systems EV.N DESCRIPTION DATE DRAW'14 BY: L.C. TICCIT TESTING & ENGINEERING COMPANY Association Inc. i OLD I5-085 7/27/17 DATE; 07 27 T7 Tft e35s N.w.30'± SL.Sw us."A'mA OARD�M FLORON 3315 e J Phony;(305)671-15.10,Fo.:(305)671-1531 4268 Westroods Drive 2 0- 0!t1I0C0z..:.0 m West Palm f4each, FL 33407 3 DRAWING,No .c �Qpr 9 7-107 . Alts �Iv I EA- Jr.'. L7 }}}.��'�1('��ATjd 1i{,, ` IIA K'A!TER a.TILUT JI.E. 4 P.E�J /Lf5t 5R/6 RCr Oji�� FLORDA U.$44167 5 SHEET 3 4F 20 l SHUTTER ASSEMBLY-SCHEDUL FOR [ HV njHV 6A �12 ! CE .. _ .4625' TO BLADE t P .a.-. ... HV BLADE 1 I; I qGE .7875"�1- 1 L // HV W1 OW SLAOE .0825" IOrJ x x •0825' .4625" ® HV BLADE 1A f I� . ,•� BLADE'S-- ( f'e OPEraN 1 .0625 x•1875 Y / HV LONG RECESSED NYLON BUSHIN( zz r n KNu4xLE ti r 0.0621- V HV SHORT RECESSED NYLON BUSHIIG 3 Q f�; 1 } ( ' _4-I LAT POR ION I) R1.780p�' 4� HV NYLON HAT WASHER A_ I'd OR n n t o Su _L 0' �`// 3 S°"s HV WHEEL CARRIAGE AISI 302-303 SERIES % I; II ^��."m .-40 �• i,•02.S750" X nI ` I I '"� t 6.870"x3/76' THICK NYLON WHEEL. : T-• NI 2 7/8^MIN. a � Hv vnNaoW 0.188'0 AiSI 302 SERIES S.S. RIVET:: -i y' .375"o SEPALRaN 9s.a4 �1 BETWEEN 0025" I —"--1 r.0825" � BLASE ,t i 44 HV 1 3/4" ACCORDION PIN W/ #8_;EAp EXTERIOR � ��� OPENINas '. 'goON CNTERSFFDQkT� 75CHV 2 3j4" ACCORDION PIN W/ ff8 iEAp } - 2 1/a-' a ronaR Ervannv i r 41 ,475-L CLEAR POLYCARBONATE IMPACT RESISTANT rd WINDOW r-; SETiYEE".TYPICAL HV �yINDOW 8 AND i 1 39 j I. � 1._.._� ....__ PEQ ITARRONEE HV WINDOW DETAIL (DOR (ai , -4 or 43 {(SEE NOTE FOR REOUJREMENTS) i (D OR IMPACT R Sl$TANT HV 1h'INDOW I I I BAYER MAdROLON 3103 POLYCARBONATE rnN, cLEARacE RESINS, UV-STABILIZED GRADE OR SABiC >x KNUCKLEFOR rz 1��,..._. o BADE eoTT�e1 INNOVATIVE PLASTIC LEXAN 103 RESIN I { O.R (SEE NOTE °F" ON SHEET 19), (') HV PIN ® SHALL ALWAYS BE USED ,;T ALL EXTERIOR BOTTOM KNUCKLES OF NV ACCORDION Sy' TEM W/ HV(D OR ti EXTERIORPOLYCARBONATE SOURCES FOR 4 HV QBLADE. YYPICpt SttUTTERASSEAdBLY ;'. O ALT p 9 TYPK LL pROGEHtIEs ST UCKIL we Nwumt (2) HV PIN 0 NAY BE USED IN LIEU OF Q AND ONLY A-' E;HV PIN 4U2 OR EXT 31AAT R pEfERE110E °" � BLADE'S KNUCKLE. P1it3lYL EXTERIOR BOTTOM I<NUCKLF.S OF HV ACCORDION SYSTEM W/ HVO'-' °a.37 i'• (SEE NOTE " FOR 117-1 3712 C.0"3 s/", OOA31c/4 CJ d', REQUIREMENTS) BLADE WHEN CCRRESPCN0ING -0 if•IS!ALL.t)ON "1° SiiCE1 aa3-- 1 e¢cn<nrw TTP _ 11151E YIELD..Irl AST.0899 9,100 p..I. 9,900 P.4.t. � j i { FLEl"RM.STW4*.H AT HELD ASN 0760 12=0 P.,,i, 1S,400 P.1. (3) HV PIN @ OR @ W/ 1/2" O.D, 1/13" THICK S.S. WASHER o� a I I f L MODULUS AsnJ ms9 319,6ca'P..I. 319,ow p=1. ES SHALL BE USED FOR DIRECT MOUNT INST/7 LATION PER DET4lL X, i N°Tafn Ma° a9 w 024e 18 Fr-oM 17 r_lo/la SHEET c RMC WHEEL CARRIAGE QETAIL R.TE f UR ASTM 09817 /73 R 01.9 r.C MAX SS T�F �91.Y POUT MTE Of pDFNRJO ASTM 1679 C-1 CUSS C-1 CU59 t"UDOH AM 01929 1040'f 980'F [A6LtlER'Np: ASPM 0169 TCNSxE VE94TN AFTER V.TATHCR.NO ASW 639 9302­J. am G.ci. 1) HV BLADE SOLID lit 1A HV WINDOW BLADE DETAILS Ta snf STRi65 pefORE RAO ER G 0.SM 538 9161 P.0, eee9 P.s.l. KT.`;. F FFTadudu»rvy } ,; +ry, ��/` p�`S,TFI FLORIDA BUILDING CODE Non High Velocity Hurricane Zane F "" 02017 EASTERN METAL SUPPLY, INC. 0201 744'. 7 TILTECO,INC. _ v�cenls� BERTHA HVT �. ��® Accordion Shutter System H.V. BLADE#1 W/OR W/O H.V. 1WNDOW BLADE American Shutter Systems• /I�'Tfj+I`�Z tt•,� `. TILUT TESTING k ENGINEERING COMPANY Y REV.M DESCRIPTION parE I DRAWN 6Y: L.C. �, }�L'• 6, '•L;t,r,V Association, Inc. t OLD 15-085 7/27/1 DATE; 07/27/17 ,���•!•�t•��R1�4'Y�:t',�.;t,&� 6355 N.".30tH.84,5:c.3C5,VRChA OARDV4,FLORIDA 3319 4268 4VCSttOOds Drive 2 t� C phone: (105)871-1530.F..:(305)871-1-37 0- 0d NCOc00o6.CO' West Palm Beach, FL 33407 s DR '1�c j 00 7 U! 11 'K,�a F.0-D0067t9 �.,, ^"P 4r'TL' ikk i WALTER A.TILLIT Jr.P.E. 4 P.E. SEAL/SIGNATUREfDATE FLORIDA a°.R 14167 5 SHEET 6 4 OF 20 *NOTES ON FIV LOCKS AND CENT RMAtES; (a I> o allb, 1,MANDATORY 0JU2LjJ,ONE HV LOCK�&or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN 3, OR 12'ABOVE OR SgOW 1/2 OF SHUTTER SPAN 11TR SPANS UP TO 105", AND FOR INIST TIONS,:f ANY H M T .VI ELEVATION. HV LOCK 4#or C*MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO OR k rA I �0 I n I I n I I r I CENTERMATES IV/(2) 1/4'0-20 x I,/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON nn n TYPICAL SHUTTER ELEVATION. .04. 260 NAL QO DMAR-jL- IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO Two HV LOCKS qZp OR U MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES(a OR 0 SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OFTIONAL CONDITION 02 06�1 ID ONLY WHE&MANPATORY CONDITION III OR UMffM M�NDATORY COMMON V . H.V.V, LOCKS). LOCKING DS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY 4 92E USED E1F DESIRED ENHANCE SHUTTER PERFO MANGE, LOCKING ROD! j OR AN ALTERNATIVE DEVICE MAY ALSO HE USED AT STACKING POSITION (NON HURRICANE POSITION). 4,Dlfg5ffl� ONE I'll LOCK 'r C',rL BE USED AT CORNER CENTERMATES FOR ANY SPAN *S AN ANL'-ELEVATION. HV LOCK 4 or D SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, Eltf ATTACHED TO P CORNER CENTERMATE Y//(2) 1/4 0-20 x 1/2"LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS 69 LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION T 0 IF AT TOP & 80 M SHALL BE USED. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 5. F14SI ALTERN44 M tdANDATORY CONDITION g1 VA11D ONLY EOR HV IOC� WZ Sn 2 ALTERNATE HV LOCK C MAY BE USEC.L IN,LIEU OF HV LOCK FOR ANY SPAN AND 2151 PLATIONENE X'ANY ELEVATION. ALTERNATE LOCK(26 MAY BE USED AS AN NSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4"01-200/4"S.S, THUMBSCREW TO 0'OR Jt CENTERMATES SHALL BE MADE W/'I/4"0-2Ox3/4-ALUM. H n 1!5 RIVNUT AS SHOVON ON SECTION HVE, SHEET s. ONE LOCK SHALL DC USED AT 1/2 OF SHUTTER SPAN OR TWO t 9 �r LOCKS AT 113 OF SHUTTER SPAN. 6. MANDATORY CONDITION �A FOR KEYSID15NE MOUbMNG_Nff&JAU=5_ ONE HV LOCK(8 or 6,or�EEI SHALL BE L USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96",AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK 6 or 2S or @ MAY BE USED AS AN INSIDE OR =Lu I I M I yu I 1 11 1 1 ATTACHED TO @,�or C2.SYMMETRICAL CENTERMATES '-20 x 1/2'LONG OUTSIDE LOCK, W1(2) 1/4 FLAT HEAD S.S. M.S. OCATION OF LOCK SHALL BE AS INOICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS qrs W/ o> OR C[h TOP AND BOTTO M IS COMPLFTELY MANDATORY. rS SEE END S. I ,I' NE DETAILS ON D SHEETS 10 & is rfp� FULL *NOTES-ON HV "T" LOOS AND CENTE I ER ­__­­­ - 11.1 HEGHT. OF CORN 1. .-LID ONLY FOR W'T'LO AND CENTERIAATL � ONE ALTERNATE H - LOCK 36 MAY BE INSTALLED IN LIEU OF HV LOCKS 12A,OR 25 FOR ANY SPAN AHD 13 INSTALLATION AT ANY ELEVATICN. ALTrl?NATE LOCK --MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK INCLUDES USING REINFORCING LOCKE �. AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUSE BE ID I on CONNECTED 10 CENTERMATES @ AND @'W/ 1/4-0-20 x 1 1/2" LONG S.S. THREADED BOLT W1 7/8"o x 3/32* WINGNUT OR W1 1/4-0-20x1' S.S.M,S, INTO A 1/4"ox 5/8"RIVNUT._�OCK MAY BE INSTALLED AT MIDSPAN OR 12" "3:•6—j) MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS g TOP AND BOTOM IS MANDATORY. I I ES'ICS) Ij) i�7;OR 6 f9,1-4_3 *NOTES QN HO Z t[A) LOCKS 8c CEN1 ERMATES- 1. CMEFIMME : ONE ALTERNATE HO LOCK Cj� MAYBE USED IN LIEU Or TYPICAUT) H\/ BLADE SUTTER ELEVATION W ANY SPAN AND INSTALLATIONS AT ANY ELEVAnON.ALTERNATE HD LOCK @R MAY BE USED N.T.S. AN INSIDE OR OUTSID g LOCK.ATTACHMENT OF HD LOCK TO IS W/ 3#8 x 318"F,H.S.S.M.S.,AND INCLUDES AS REINFORCEMENT INSERT 33t AS SHOWN ON SECTIONS H03-HVYAND 1Dc-tivc,SHEET 10.LOCK MAY BE INSTALLED AT ' MIDSPAN OR 12"MAXIML574 BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS 55I IS COMPLETELY OPTIONAL- BUILDING CODE Ron High.Velocity Hurricane one 02017 EASTERN METAL SUPPLY. INC. ....... C2017 TILTECO.INC. BERTHA HVTM % Accofdioil Shutter System A.Affl H.V. BILAM#1 W/OR W/O RV. WINDOW kADk A.1 Amoricdn Shutter Systems TESTING ENGINEERING COMPANY REV,N, DESCRI"otf DATE DRAWN BY: L.C. TILLIT LIF �* ' I OLD 15-085 DATE. 07/27/17 C Association, Inc. 17-1 4T.4' 355 4258 Westroods Dri W�St.,Ste,305,W4�M CMDENS.FLORICA 3316f ve I DRAWING No ...... 0—MI:tiltacoc�lxonq West Palm Beach, FL 33407 3 Oil- 06719 4 17-107 wiLTER A.TILLIT Jr.P.E. FLORIDA Lic.#44167 67 5 SHEET P.E. Si�ACJSI�9fu'R�'/DATE 6 5. OF 20 ANCHORS POURED CONCRETE O' POURED (SEE SCHEDULE ON OR CONCRETE B BLOCK 200/4"S.S. CONCRETE 'i, CONCRETE— SHEET 13) CONCRETE ANCHORS F, HINE:SCREWS RFOUIRFD (S E SCHEDULE ON W/ 1/4-2 E CONCRETE ANCHORS (D7&8 R&A TONL(SEE MW%r-NOSON SHEET 7) 511EET 13) NUTS 0 12"D.C. (SEE SCW OUL"ON SHEET I I� I. IAA 1 11/4"0-200/4"S'S. rmln ED ED MACHINE SCRIEW'S r-*&o ED USNG 1/A^-20 NUTS 19 1 @ 0 0 ED, G R 15 E. 0.. F25(, -__»'.— 13 OR 15 I ry i @ E.D. T 250"Max. OPTIONAL ASS —OPTIONAL VIN,Swim" TO GLASS(SEE MIN.SEPARATION TO GLASS SCHMU ON rAl— (SEE SCHEDULE ON SHEET I I)'— )OR ""'shET 1a"All DUSTING EXISTING FOR MIN.SEPARATION TU GLASS I ",F, C GLASS I EXISTING i 7—(SEE S�I HEDULE ON SHEET ll)—� cAss "I HV ALL HEADER INSTALLATION D L MON + KEY TQNE M!N.SEPARATION TO GLASS EXISTING ---(SEE SCHEDULE ON SHEET IT)— GLASS—` k,,,WARMw EXISTING 1 )OR Ij�6' MIN. ,SEPARATION TO GLASS (D 10 a,-,,I& (SEE SCHEDULE ON SHEET t1) CLASS .11 ON II SNFET FOR RAM fo DtAm T EXISTING PTIONAL GLASS— I E,D,- E. D.- ez is Mr, 1/4"Mo.. ONAL @ OITI oq @ IEX. f i A i s,, i t i 1/2 — Lr._____. 19 LED ED 13 OR 1. Min, 1/4"o SS. PHILLIPS LEO CO— PH4fl:PS TRUSS HW I SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREVIS &7 M'li� sJA"H NE n I' I/V-20 NUTS 12'O.0 C. (SEE SCHEOUL.E ON V;l 1/4"-20 14LITS 0 12"O.C. "C,-4C ETE 4CHORS POURED C-",--,,ETE*-, SHEET 13) (SEE KSCHF7 JLC ON SHEET t3) V;q POURED RETE _�I­ �0 OR CONCRETE' BLOCK OR CONCRE. BLOC {SEE ANCHORS REQUIRED _E WALL REOUl SCHEDULE ON Hy WALL SILL INSTALLATION (DF HV WALL SILL INSTALLATII-ON POURED CONCRET SHEET 14) RCONCRETE CK IILL REMIZED9 HSV WAIT SILL INSTALLATION INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHU A E, 0. EDGE DISTA14 tMITATIONS OF USE rOR ASSEMBLY S CHI SHEET 3) ICA)ON SHEET 19 HV BLADE 2- MOUNTING SECTIONS CAN 13E COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, FLORIDA BUILDING CODE(Non High Velocity Hurricane zone' ............. 2017 EASTERN METAL SUPPLY,INC. LAG EINV 02017 TILTECO.INC. BERTHA RVT, 4 -A i�Sw Accordion Shutter System TOLEco ,r4c. AS ffitm H.V, MAX#1 W/OR W10 H.V. WiNDOW BLADE American REV.W DESCMPT16N DATE DRAWN BY. L.C. Shutter S�sfdms T TEST Is TILL) TESTING & ENGINEERING COMPANY SN.' '35opfl.w.34.1 S,.Slt -105.VIRMNIA GARDSUS,FLOWDA J316 Absociaflon, Inc. I OLD 15-085 07L2� DATE: 07/27/17 UR 1-0 (305)871-1339.Fo.�(305)871-1531 4265 Westroads Drive i DRAWING NO West Palm Beoch, FL 33407 3 VlAlESOW57 9 17-107 A.XLIT Jr.P.E. 4 FLORDA La. 44167 5 SHEET I P.L SEAL/SIGNATURFYDATE 6 OF 20 POUR€U CONCRETE ANCHORS rr•t sPNi+tlu+ ' i •DOR�R �;O "a+m�, " (SEE SCHEDUI E ON SHf_T 13) TD OVas< I .../ CONCRETE 'i saCUIE Or!THET � EXGLASO �(s[E SCHEDULE ON RECUIRED �\ '+It Fri Ia H.r C)F+n ' G1A55--{ :F, I sI+[Er t,} lam,_ EDGE aF a+y, .rs fit ux a[Pnp+ \ — SLAB IF aids Q.k Cg m suss i APPUCABLE EXISTIN;; i'-IseE smsaui j I ax 8n[Fl,I) I h ALTERNATE"\ i ,.,, EXISTING j, "'�• E0 EO CLASS- {, _ LOCATION l i I 1 I t l �, �e ,•^#100/4"HEX WASHER HEAD ii 'r �� 11 aR } c•15 Jfe:MIN. TEK SCHEWS 0 12"O.C. 8' EDGE as IF qy SId'�•u-iY. .�' CONCRETE ANCHORS I APPLICABLE I I " !`e1 _ "•,�_ ) (SEE SCHEDULE ON SHEET 13) EQ i I EO i I __—} `;•,•' ECOEE of ' " EM A IF F.O EX ING I �It I I EDGE CF.,....-, I;, (( ..-- ._.`_._...- SL4 LASS__..: I SLAB If i / III tj2,.. ' 1..� ,��IF ,.___,...- _ APPUCAGi.F i ,FTI.S(pAPti ION APFLIC4LL ! GD. -E.O. , .-. __.,L.-••• POURED v j APPUCAgLE pOUREp / L.--..._E.D` CONCRETE FLAT HEAD CONCRETE ANCHORS tl`•U�aR a [ I I�� POURED•-•/�.__..._..._�.._.� - $ -•—•--� ---- REOUREUJ c REQUIRED {S�SCHEDULE ON SHEET 54} - L1.'QR CONCRLIE i --'�- LFLAT HEAD CONCREI_ANCHORS is Faa ryn REQUIRED ^--E. C s�.�J L----G 6." (SEE SCHEDULE ON SHEET t4} i i- TRENCH INSTALLATION AUD ONLY FOR UP TO t70, -75 PSF A.S,D. HV FLOQR INSTALLATIQN t 1%HV WALK—OVER INSTA TION DESIGNSHEDEPRESSURE RATIET NG &FOR SPANS PER h'�C I ING ij�ST�-,�TIQ "'"--u(aatttu,Ng9X aYaF[a�rIi!.tAn[.AUR[i�`.•Dm-aUf"atL+)[x' II4 rI,ii I T}�•,._ 13.•j'h:i,1'Ich RFJ F!_15...._� £X _."-/yFs'r'I(U'Lr-C-n'0—±ssau�UutsOx sn[[i II)II I{z 'a ,-iy I i I I'-•—•i( -- -L!� EXISTING � sETAE'.eAdNE,NTX O1,4L=T4N6CR fM 4VD1 +1 .4 j" EXI INC GLASS ra GLASS--• FASIEh?IS TAPPFA W/ MAX.6 CONCRETE ANCHORS Mq� M<- - La[e0"q— I(SEE SCHEDULE ON CI snsEr iti SHEET 15) ileoITW DULTAPCD:i W/ ADuM THRECto C.C1 WO ENT O 8" LASS hTGvHwj"IIx SICK 117 , OR IATO 6-O $PAN AO 4'O.C.FDSPI14S LARGER THM A GERTHA t d'-D• TO 8'-0` AXAPPLY'-7 StLNT AT FASTENER HL MAX. (Typ.)(SIC NOTE t o SHEET I I MI U ITATI3 8 MAX."1rS0x3/4'HEX EDN HEAD CcnT.vrHrR TEK CREWS 3/E9'r rr _ /J W 12`Q.C. T r, r'� 5 1 i 213j8" }'' I milt 1/4.0-20.3/4•SS TS #140/4" HEX HEAD,J y /„L. �� 1Ax3/•t"S.D.S. I 1/b" '-^u".'D I!4^a-20 NUT. PEK SCREWS 0 D"D.C. i CONCRETE�•NCHORS �L1'4 1 3/S d L'-'�___ i I I �! R 1/4-0-20 S.S.M.S. •It.2 `--�:." n• !J 9$"0.C. MOX, i,' •. , q i?`D.C. W/NUT O B"O.C, r SHEET�4;I,.ILE ON H / i/2! .� I f EXISTING NDN SIRUCTUR4 rte' _-_- a / 17 on .-� fes. 2•DD°bllN. \-wA l TRI},,(accaRAmE GE CF �. -r,-'� 1.• E.D. SILL) 4" •J1.50.5. lAIN. _ ___PW1,FC CO',CHETE ' +I nPPLC.u. ". _.. __ .- 4 9•'CA. 'raEDUIs[D ,_. ,.. .._.CONCRPE ANCHORS 'SEI: NOTE 73(0) '. '_.SCE NOSE 13(D) L-------E.O._._-- Pr.uw!D CONCR -'ETE (SEE SCHEDULE ON ON SHEET; t POURED CONCRETE^ ON SHEET 1 . •,[--,- E.D. _ Ci CUNCREIE SLOCK SHEET 14) OR CONCRETE DLOCN RLOUIRED AEOViRED �M)KEYSTONE MOUNTING INSTALLATION OPTIONAL—� �aEoJ1 CK�; HV WALL rLQQR IiSTAILLATION dTION MAXIMJM 91111T R SPA1 PRESSURE'+SK,-7Z rtar CONI `.E- Ll HV WALL WALK—OVER INSTALL.- uAn;nJM slulrrER spas R•-D• REQUIRED HV RAINGUAQD IidSTA LATLW t t THIS REMOVABLE INSTALLATION 1 PERFORMED =A'S OF�EGTIQ_Nys: EDGE DISTANCE ADJACENT TOAta OPERABLE EXIT O SEE L391TATICNS OF USE FOR �-.,,TIPIGAL SHUTTER SP€CiflCATiONSOR ENTltAIJC€ 1 SLALE ON SINSTALLATION DETAILS W/ �U HV BLADE 1UYCNSTALLATOION.N� '}I'if C•i'[+°I" i/'^�i. FLORIDA BUILDING CODE(Non High Velocity Hurricane .Zone ./, �zo17 mreco.INC. 02017 EASTERN GIETAL SUPPLY, INC. •p�, �,���eNs' ��•,� a. `�' Accordion Shutter System ' d 8 >C t�e. i ez IN KV. BLADE#i W/OR W/0 H.V.WiNDOW BLADE a EJ Xr: Amdrlcon Shutter Systems lcv.N. DESCRIPTION DATE DRAWN BY: LG ' '�''• �' TILLiT TESTING & ENGINEERING COMPANY Association, Inc. I OLD Is-Dee v/I DATE: o7/z7/n 6]SS N.N'.3aN.SI•.Sle.Jos,Y1ftC faA aaRDa16,R(}RDA JJts l7Ati1�.. �� 4288 Westroods OrivO 2 PFwne {3o5}an-15IC.Faa:t3a5}6n-,s3} DRAWING No A� i(+ ­.& ccW.can t'Jesl Palm Beach, FL 33A07 s 001)6 17-107 '^ N WALTER A.1ILUT Jr•P.E. .,rAFA'a FLORIDA Uo,d 44167 5 SHEET N.E. SEAL/SIGNATURE/DATE 6. 7 OF 20 A SEE l?OIES ON LOCKING RODS HV LOCKS SEE END ........... CTIO14 0 TAILS ON SHEETS 10 18 1 AND ALTERNATE HV LOOK(0 014 SHEET S. —ExisnNo CLASS INSTALLATIONS WZ J) HIV F-0-0 7T F IN .CAUL SLACK DETAIL HVF IS VALID FOR ALL 3LADE W1 HV CENTERMATES CENTEMIAKTES APPLICATION\TITH WME(D @- i 2 , 2 OR SEE END WALL CONNECTION @ (31m�oa1 - MSTING CLASS DETAILS ON SHEETS 10 A Iff—I 3 @­@. @ 3:;1/4" 7" 8 112' 7- ALLOY)ALUM. 1. OPEOSING SYMMETRYCAL AN (60( TS TAPCON 1/2" C%@-@ OLE VE 0 CONCRETE aONI AND 13S #10.3df S.M.S.C IV TOTM A E"S Ell' TwEl M,N SEPARAT (TOP/BOTTOM)aL or V L Or TO GLASS W/ HY 0 or H QrK% (4)010.1/2" M.S.TO TURF C. FULL LENGHT. (SEE SCHEDULE AT EACH ANGLE,(TYR)j ON SHEET 11) 5 1/2" ..... 3 Vr L —0, - 0 HV8 HV (g) HVA N POURED CONCRETE OR WkI. EXISTING Ss CONCRETE BLOCK @ REOUkRED IN 7 MIN� SEPARAIIOIJ __fxibTlNG • SYMMETRICAL GLASS STIN CENTr T* �s To GLASS O 19•@ 'L'Ass at EC SCIEDULE &5 _I—— -- W1 HV OPTIONAL ON SHEET 11) St ��,* — SINTER[OR) I IAN LPARATION' 43 =------ �O CLASS `SEC 5CHECULE 71N: UPTONK ON SHEr' 11 —CONCRETE ANCHORS G, IA-1 16,D.C. n.3 VA EEG- 7­ 6 1/2'.MA x S T (EXTEMOR) �5) HVE HVF HVb FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone, 02017 EASTERN METAL SUPPLY, INC, C-2017 I)LTECO,INC. BERTHA HVTM Accordion Shutter System L E.0D C16. Aiot.S.Aw HAI. MADE#1 W1 OR W/O H.V.WNWW BLADEI TILLIT TESTING & ENGINEERING COMPANY Arriorican Shutter Sysfdms REV.0. DESCRIPTION DATE DRAWN En: L.C. - 6355 N.W. St.,Sw 305,VRW,Lk CARDS14%FLORZA 33leE Inc. I OLD 15-085 DATE. Ol/L7 17 Assoclatfori, 4268 Westroods Drive 2 DRAWING No 305.�871-1530.F..:(305)871-1531 roil:tato.900.— West Palm Beoch, FL 5J401 3 ED -000 17-107 671 TILUT Jr.P.E. 4 FLOMOA Lic� 441137 5 SHEET ).E, S;�L7SI`ON�FUR''�/DATE 6 8 OF 20 i ALTERNATE INSTALLATIO(y Vt JHV "T" LOCK K01 HV MALEIFEMAL "T" LQCKS CENTERMATES 128 LO KERS W/ 1 D SIEK END -GANIEMIONINSTALL6TION� HV BLADE E%ISRNG G:ASD OUT SlF.i't �N ' �'/~ BLADE 0 SLACK DETAIL Hr,INDICATED ON SHEET B, W/ HD CENTERMATES � AS ViELL AS JNNERSAL FLOAT iO BLADE(,D Dc Ml MCD-Ml0, &c,®.` INDtGATED ON tM5 SHEET.piA'I BE USED WITii tH6 uTERNd V rI%TAl ATION PETAL JVG 5HOZM THIS SHEET. SEE END WALL CONN90TION L��1Uyy•���M�•�nu/®�.®a li MILS ON SHEETS 1O !8 010 O-Q— J-A0�m00 f 01 (aaed-m AILpY)ALUM. i cA 35*—, '--35+k JJt 1 TARCOY /moi 1 ANCh"J V.COYCRCTE (OPTIONAL) (04+71 AL) (4)BtC.i/2'Sa.3.70 NEE ,f-d+a.3/ s.M.s. air I 3 ' AT EMIR NiaLE.(T1a i O.[ NLL LfNPNf I N (4)N.V. I N (4)N.V. Mfl.STPMNT.C:! 30 HV HT+ PINS{TrD.} ams{YP.} a DW9 b T ur I \. 5 3 LaeK (INSIDE} �c— o" E Rei 35 f OUT 31 ORQ)2- i I 33�I DR 3�2 31 0R 3�273' .--31 DR 32 )22 31 rTE"E NOTE a FOR HV 7L.10 I/4" E1-20 % 1 1/2" S.S.M.S.W/ ?;/8"E % 3/32" wINGNUT. (GPrwIuL)HQC§—HV8 AUT FQC—MVC LOCK,ON SttEET HV "T" LOCK (OUTSIDE) 25 SYMMU@JCAL HD CENTERMATES 5YMM.ETSICAL HD CENTERMATES t SERIES 0444 ALUMIMM �uG )Y/ a P LOCK (INTERIOR) (2024-T3 ALLOT)LARG.e FLANGE THIN SHEET NLITSERT.PART p 0520, ��••�,,a 8 r��7 Pn 8 w A1'�D AS MANIPWIL7RED BY AVDEL C"ERRY TEMORN,PAR5I=PENY,New JERSEY ®.r1LJ�•r°Ta©,O,G'Rl cA (17054 OR EO(IAL. _ a _- `-� SEC NOTES ON=XC RODS N 200 LOGLS 0.4 SHCET 5 e W �'• t - # UN,T'CRM ILOATNO BLAM�CETAt R06-HM I5 VALID FCR ALL CENTEAMAIL:e OFLt TONS W OLAOr 1 R I7YQ—HVE}�AYL /Atf�ifd� FLOATING STACK EFA A. Y'"_ FLORIDA BUILDING CODE(Ron.High Velocity Hurricane Zone +,t•V� ••• ,�O GrR�s.•` �. 02017 TILTECO,INC. x++2017 EASTERN METAL SUPPLY, INC. a•� Y IBLADE . BERTHA lT)Accordioh Shutter Sy stem ��mILLY. ADr1 w/OR w/o KV.wmvT � � TILLIT TESTING & ENGINEERING COMPANY Arnoricnn Shutter Systems EV.N DESCRIPTION DATE DRAVIN BY: L.C. c Association Inc. T ULD 15-085 7 .• y'•. t' S e35S Uw.3676.SL,St,._ML NRGMA OWENS.FLORIDA 33,6E F 12711? DATE. O7f27f T7 $!'-'T`-- P6ano (305)871-7530,Fa4:(305)671-1531 425$ WtTStrpp d9 Drive 2 T e-maT:tutaeo®eaLcOm West Palm Beach, FL 33407 3 DRAWING No NA 1 17--107 '--•^ /O��sY��,5� ,t,AS F.B-COOB7i0 IT HALTER A.TILUT Jr.P.E. 4 FLORIDA Ul.:I 44167 5 SHEET P.E. SFJ\L/SSGNATURE,/DATE 6 9 OF 20 --POURED CONCRETE POURED CONCRETE POURED CONCRETE ---POU'2ED CONCRETE OR i OR CONCRETE _ __ __ _ OR CONCRETE OR CONCRETE CON RETE BLOCK WALL � BLOCK WALL REQUIRED � s. BLOCK WALL REOURED ��-��'"- �'�� `--';f�- BLOCK WALL REQUIRED RE091REO /" -EXISTING GLASS --LXISIING GLASS CCNCR _ <-, -FXISTING GLASS L -- - �� - 2"MIN, ,+ EXISTING GLASS ( 16"O.C. ..(. ,.T_ _() MN.SEPARATION I �- •..r--+ 2'• MIN.----- TO CLASS(SEE W.A.S TiCt,' SOWUiE ON S� ••:N.SEPARATION � WN.SEPARATION ED EQ GLASS GE -- 11 FOR RA7E 0 'IF IO( H ! W CLASS(SEE so.W.E ON i/Wb 3"MAX.- ON SHEET i9= SCt •EF aV SH(ser ,I SCKDULE ON SHEET 11 tOR BLADE ND (6083-T6) CONT. BLADES 0& „__ it F11 � '"okv+J 11 FOR BLADE DANS ""tXv SN 9 FOR 1/2" �_ 01.SKEET 14 F. AlU!.1. CLOSER T S1Ap;_50 � .OV SHEET 14 FOR EITliT SIDE�„7 .^µY�-- a,'Zss t)&el PLATE. (LOCATE ij2".J , T'-' ` BLADES 0&® OF ) AT EITHER S(gp�E 1.11�W{ I 1/2"MIM ii OF`•✓) /` `T"1i I I d.U 'i'OR 2"MAX. I 1 T _�.1tOr1/2" 5.1A.5.� i Il _..� , -�_-- (AS A UCABLE)xa'xifd"a0'-2" , _-- -- iS.tt..S -—-___ 2 i b"O.C. ! _ _ ALUMIN I CUP ANGLE O.C. �'"� (6083- ALLOY)AT MIDHEIGHT r 1v;,J J (doe 1/2"S.M.S.TO( b \ et (2)1/4" TAPCONS ANCHQR9 TO �`"� •j WALL i"O.C. (LOCATE AT J SEE DETAILON X FOIL! � � SIDE CONNECTION �OR � EITHE' SIDE OF(D) �O OR OR ° SEE DETAIL X FOR (1)OR �° TO TRACKS / /� ' SID: CONNECTION _ q®a.0�•Qj w 8Qw 10 �a SEE DETAIL X FORD I q i-+ w®u�,•y Qj a�®o�I O•®m a. w 6• 7 w F8i, 11^.:7• rO TRACKS r.B„ 7^+8 0• m SIDE CONNECTION "'�.. �`" a' pper�,`^ +L7' 10•�°9�"�©•lam" TO TRACKS 10.5„°1®+®°"l'J•��)`" �_ I '�`"�' 14J'�w ®'�•©°°d"Q'®"' 6 •7 •�y,w 8 7 6 •�j •©au©'7 0 07 .O.T � „ .®w •���• w®,�# �0 t/ � 6•�..i�,y� ��•���yyy1�®•qXllwO•©w 4OJ•���••L®:+w�• 'LY':0w �8.�a�9.�a+i®: :�'•�C.7� l.l'V°'�'V,✓O1®•�00�.'C7 NY • � �"�'� 1.J•'#1°L�'� END CONNECTIQEy DET,L Il! ENO CONNECTIQN DETAIL® (3) END NNECO A REQUIRED ONLY OR SPANS GREATER THAN 12'-D" POURED CONCREIE OR EXISTING -EXISTING - CONCRETE BLOCK WALL ^� _'---•_--- - -EXISTING GLASS REQUIRED It GLASS 4 1,IIN SEPARAWN X100/2" !TO GLASS(SEE C 16"O.C= M:hi. A T<aL Y J ^'-- - - ----= 1, SOHEDtkE ON SHEET TO GLA55(SEE �r __'- - -_-__. '� R HOOR�OR FOR S.AM 0AF:_ CONCRETE 1/2" I.11N. SCHEDULE 0.N SHEEP _ ___ ___.. " � O S+iEET I9 FOR ANCHOR iDr----� � 11 FOR RAND - 1 OR��ORD OR 1 CONCRETE'"_., C. 12"O.0 \ .i 1 � °J N SliEET 19�&FOR _....,.._� _ __ �t ANCHOR J E!J^�` ---- 16 i _„ : I r� O.C. r�i____ ,1/2 MIN _: s} t J,Ti SAI.�(._ Eq �1 OR�OR$�OR ' 7"MIN, ^-_-"Y-- - 2"1,11N. * BELADE 1110.ONI+S�FOR OF 0OR@ORGOR(50R(g V 5 Q OR ®' . (DOR � ®«C� QOO ® POURED CONCRETE UR S..-- �m 6 7 u 0 w10• w %E ._ \ } w®m®•U7 m 8O' 10•(j'�w INSTALLATION NCRETE BLOCK WALL R SIRED ��•n•�P�NNr."."//_®� 3, --U"O•©°©•O`®m HV ,BLAi7E,OR —q HV WINDOW BLADE iNTo l�l.l®1��.�qt®✓.gym i Q�'�mC '�=O•©w CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DfTA1L O �'�"�' "�'�' s�` C O IL 6 .� E-�'—CETAAI-� ©'� FLORIDA BUILDING CODE Won High VelodL Hurricone YOne Ilriu� t tiq� ^.� ©2017 TILTECO, INC. 0x2017 EASTERN METAL SUPPLY, INC. 1 •:tyS�;" ,I p dERTHA F� 44 1�� � �� ��■�® Accordion Shutter system H.V. RAM#t w/CR W/O H.V.WNDOW RAX ` S ,h'x1 Artroriean Shutter SystemsEV.N DmCRPTICN D0.TE ORAV,'N BY: LC. a TILLIT TESTING & ENGINEERING COMPANY "•,• ,�• . 't Aosodotion, Inc. i CLD 15-085 7/27j1 DATE: 07/27/17 •`� �i7R t:1 LR..'••3'r�_t,5 °359 N.1'l.3614 SL,SLn.305.V.RQKA GMOENS,FLWQA 33t$ Phone (305)871-1530,Fa,:(305)871-1537 4258 'Nestroads Drive z S A•••^} '4{ 1 11 0- all:t3teeo0oo'.cam West Palm Bench, FL 33407 3 DRgAWING,N/o�ry OMAL L. j'S I{tLl v/ALTeftOi-CTLui1 Jr.P.E.. a I —1 V/ "•'-•s:r::�' FLDH,O.,Ua.#44167 5 P.E. SEAlf 51GNATURFZDAT. 6 SHEET OF 20 I I ' SCHEDULE #1 SCHEDULE #2 SCHEDULE #3 NMAX161UM SHUTTERSPANW' "1+"OR "I.-" MAXIMUM SHUTTER SPAN* "L+" �AXIMUM SHUTTER SPAN*"L+" V'—"' (ft.). FOR INSTALLATIONS YJ/ SBS, OR %-" (ft.) FOR GR "L-" (ft.) INSTALLATIONS INSTALLATION LEGEND =CRIES C N RM TFS• �' & or i or `9 INSTALLA'71QNS W/ y� CONCRETE & 1" MANSO tiJ00D (J L+=MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE HV. LOCK (&-or C or Or DECtZE@� & & W/ ONE. HV LOCKS POSITIVE A.S.D. DESIGN PRESSURE RATING, HD LOCK ,4 W/ NO LOOKING ROD' Or ONE HV I CCK or 7` Or OR W NO LOCKING L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMAT@ 28� 29 W ONE W/ NO LOCKING RODS t� / WALL A, 0, C, H, N, , P. 0, A.S.D. DESIGN PRESSURE RATING, / ODS MOUNTING K & R, S, & V. 'i'" LUCK 30 /'RYO LO K NG (QEF NOTES T,1't) {VALID FOR MOUNTING(5) (2) PROCEDURE DETERMINE MAXIMUM SPAN FOR Q Td RODS 35 TOP & BOTTOM EE SH£E7 7j FLOOR/CEILING G, I, 11 J T, U, YJ & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: NN Gg }}���__ CONCRETE&WOOD MOUNTING CONCR- 3c YlOc fNSTALLAT10F4S CONCRETE M uwnuuu p'OUS- S.C.,'IDE310 iNSTALLA1101- GIVEN A POSITIVE A.S,D. DESIGN PRESSURE RATING, As.p.Das1oN pa£seuRE YIALL AIpWITING .:PNESEDRE DETERMINE MAXIMUM SPAN "L+" FROM SCHEDULE. rRE6suaE WALL MOUNTING FLOOR/CE41 do & p nNp FLOOR/CEWhG MoxIT1NG RATINp tdgtlt•ITINC fAlTwop.w.t) 0R GIVEN A NEGATIVE A.S,O. DESIGN PRESSURE RATING, (p..J.) TLOOA/CEILING MOUNTING (pa'f') I.OR-} _ (+OR-7 '(+OR-) Fl.COR WALL MOUNTiNO DETERMINE MAXIMUM SPAN "L FROM SCHEDULE. L+ {tt) L-(f,) L"p L t (it) t-(R) j I a (rtj L-(it) 0 MAXIMUM SHUTTER SPAN "L+"OR "L-"FOR INSTALLATIONS INTO WOOD SHALL BE LIM,ITEO 70 FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LES 16'-0" 16'-0" 16'-0" 16-0" 30 10'-0" 18'-0' 30 16'-0" 1G'-0' 105 p91.A.S.D. DESIGN PRESSURE RATING. MjbflfWA DETERMINED SPAN BETWEEN "L+"AND "L-". 35 14'-10" ,4'-10" t5'-2" I6-0" 35 14'-10" ,4•-10" 99 ,5'-2" i6•-t0" 40 19-10" 19'-10" 14'-2" 16-2" 40 13'-10" 13'-10" ;1 40 14'-2" 15'-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-t" 13'-i" i3'-4" 14-3" 45� 13'-t" 13'-t" 45 73'-4" 74'-3' 't IJV CORNER CENTERMATE #3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-9" 12'-5" 12'-6" 13-7" 50 12'-5" t2'-5" 90 12'-J" ,3'-," MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS 1'J/ FLOOR/CEILING MOUNTINGS: SHALL BE AS INDICATED ON MANDATORY CONDITION 2 55 1'_,0" 12'-1" 12'-11" 55 ti'-10" it'-,0' S5 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE NOTC y5, SHEET 5. 60 - 1-1�4' _-tt'-b" 11'-7" 12-4" 60 1,'-4" 1V-4" •. 60 10'-2" ,0'-11" RACING: 65 10'-,U" Id'-iq" it'-," 11'-11" 65 -10'-10" Io'-10" 69 fi'-5" t0'-," DETERMINE:MAX,70 0'-0" t0'-6" 10'-9" —1175-- 70 70'-6" 10'-6" ? 70 8'-9" 9-4° L1+� AX, SPAN! FOR WALL MOUNTING INSTALLATIONS. t3+m MAX, SPAS! FOR FLOOR/CEILING MOUNTING _75-•_-- 1071" 1D'-1" 10'-4" 11 -1" 75 _-10-11" 10'-1" 75 - 8•-Q. '`'EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS, 80 0'-10" W-10" 10'-0" 10' 0" 80 ^9'-10" 9'-10_ SPAN"L+"OR"L-°AND MAXIMUM&S•D.DESING —_-85 0'-6" 9'-8° fi'-B" 1q' S" 8.5 9'-6' _0'-6' PRESSURE RATING FOR INSTALLATIONS INIO CONCRETE FOR A GIVEN NEGATING A,5.p. DESIGN PRESSURE OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: RATING: 90 9'-3" 9'-3" 8'-5" t0'-," AO -9'-3" - 9'-3" 1- CONNECTIONS TO KEYSTONE MOUNTING LI--RMAAX, SPAN FOR WALL. MOUNTING INSTALLATIONS, .._„�._ .—. _.. - -_._ _,..�-..-- -�-- i LIMITED TO +84,-72 ps.f. AND 8'-0' SPAN, SEE L2-.. MAX. SPAN FOR FCflORjCEiLiNG MOUNTING W-9" W-4" 0'-_0" W-T 100 —8'-9" 8"-a" MOUNTING M@ON SHEET 7. -7 -- 105 B'-Y" V-11" INSTALLATIONS, - 14 IS UAL TO THE 1,0 6'-4" 7'-7" Q'-7' 9'-2" 110 _ W-4" 7'-7" i MINIMUM BETWEEN ALLOWABLE I', ,L2+A, It-"AND ll-" 1,5 a'—z' 7-3" 6'-4" 6'-„” 115 _ _.a'—z" 7-3 SEPARATION TO GLASS SCHEDULE 120 8'-0" 6'-11" W-2" W-9' _ 120 _ 8'-0" V-11" 6'-8" ! (4) TO ANCHOR SCHEDULE WITH FINAL MAXIMUM' ALLOWABLE SPASM AND NEGATIVE A.S.D. DESIGN 130 T-8" 6'-5" T-f 0" 6' I" 130 -7•-8` 6'-S" MINIMUM PRESSURE RATING TO DFTERMINE MAXIMUM ANCHOR 135 7'-7" 1 6'-2" 7'-9' 7'-,,» `,35 77^ S'-2' WIND ZONE SPACING. 140 V-5" 5'-1r' 7'-7" V aF 140 —7'-5" s'—,r ASTM E-1996 SEPARATION 145 7'-3" 5'-9' 7'-:s" 7' —145 —�--5—e• TO CLASS 50 _ 7,_2» 5'-'1" V-4" 7' _._ " _. . 5 7 155 .-.-.-_. 111. s-5" 1 THRU 3 ,. 6' _'r.. 1605711" 1'-2- 165 6'^10" 5'-," 7'-0" 6'-•>' 165 '3'-10' 170 6'-9" 4'-11" Q'-11" 6'-)." 170 6'-9" b'-11` 175 6'-7" 4'-9" 6'-fl" s'-," 175 �a'-7` 4'-9" 1B0 Q-6»--- 5'- q" 44'•--Q54'-B" 185 4'-6C-7" 5'- " 185 W-5" 4'-6"" 180 61 l H BLADE 190 6' 6" 5' 190 0'-4" -4 '-5 - _;" 6' 5" 5-3 195 G'-3" 4'-3" 200 6'-2' 4'-2" 6'-4' 13'- 200 _ 6'-2" 4'-2" 205 6'-1' 4'-1 6'-3` 5' 205 u-," IAM.1 Fi FLORIDA BUILDING CODE {ion High velocity Hurricane done C7017 nLTECC,INC. 02017 EASTERN METAL SUPPLY,f INC. A ■ � P TM : ;' 4, �` �� '� e ■ ® Accordion Shutter System 7 T i H.V. BLADE#1 W/OR W/0 H.V. OWM1(7W BLADE TILLIT TESTING & ENGINEERING COMPANY AmOPICftn SHUttar Systems Rrv.Nc DESCRIPTION DATE oRawn sr:MtXLv. L.c. u.•, <- 11Bociatlon, Inc. I OLD 15-085 7/27/1 DATE: 07/27/17 e3ss N.W.I:.vl..: se„sa.3G5,waFvx cAapa;s 1-163 Sales 4258 Wastroods Drive 2 Ph—:{7G5187i-i5?o Fai {3Gfije7t-5531 p ` ti'e',1aM ­3:elteoacow,00m West POlrn Beach, FL 33407 3 DRAWING No , l A.TILLAJ 17-107 - V P11• ire YiALTfR A.iILUI.tt,P.E. 4 '' I) FLUWOA Uo. 44167 5 SHEET P.E. SEAL/SfdVtURE-_/DATF 6 11 OF 20