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HomeMy WebLinkAboutProduct Approval t Aim S""" BC±S Mane 1..0914 User Re"""'on Nat TogKs sub(rA Surcharge Stars S Face cutocatans FK Stan BQS Site map lililks `'d"1.:.: r Approvale, USER.RiCFK Use, P od�'r A"p—al Menu> Pmdun o•AOMXat.W S--'h A012-1 1—1'+aVPr kation Dowd FL FLM9-R9 RECEIVED Application Type Revision Code Version 2017 Application Status Approved MAY 2 5 1.018 ST, wide couflty, Formitting 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.c0m Authorized Signature Bill Feeley I rod ng uez@easternmetal.com Technical Representative Address/Phone/Email FILE COPY Quality Assurance Representative Atldress/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..Til,it,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 John Henry Kampmann Jr. Validation Checklist-Hardcopy Received F R4 C01 AME Ug�A HT1 T:-R SYSTEM ASSOC INC DRAWING Certificate of Independence S =•in_cpFNDEN c PrF 17-107 CERTIFI`�T^t� SHIITTER SY�TEU AS50C..1NS.,_ EliFy389 R9 COI I G 17 105•CERTIFIC6TION OF 1NDEPPNDENCE f 11 PDF F•389 on rnr nraFRtGsh SHIRT_FR SYSTEMS DRAWING 17-108 CERTiF7 AC TE OF 1NDE➢FNDENCE PDF Referenced Standard and Year(o1.Standard) Slandmd 200 5 ASTM E-1886 2005 ASTM E-1996 2002 ASTM E-330 1-994 TAS 201,202,203 Equivalence of Product Standards Certified By ' Sections from the Code Product Approval Method Method I Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval. 1C/19/2017 Date Approved 12/12/2017 Summary of Products FL# 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 II AMERICAN SHUTTER SYSTEMS DRAWING Approved for use outside HVHZ:Yes 11-106 BERI HA HV ACCORDION SHUTTER SYSTEM,pnF 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 bad FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade w/o window blade,5'-2"for 110 psf ASO load 17.108 PRODUCT EVALUATION REPORT.POF for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-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)-Orwg 17-107 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for uaa in HVHZ:No FL389_B9 11 AMERICAN SHUTTER SYSTEM ASSOC.. Approved for use outside HVHZ:Yes INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure:N/A Verified By: American Test Lab of South Florida Inc. Other:Large missile level"D".Max.Span is 16'-0"for 30 Created by Independent Third Party:Yes p.s.f negative ASO load depending on centermates and Evaluation Reports locking rod configuration for the HVI 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 HV1A working in unison.See sheets 7, 11 and 20 Created by independent Third Party:Yes respectively of Installation drawings for other spans and pressures. 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 EL 389 R9 II AMERICAN 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:American Test Lab of South Florida Inc. Other:Large 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 EL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC.. INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes Contact Us 250I Blair Stone Roar Tailat.assee FC 32399 Ptlone.850-48!-;824 The State W Florida K an AA/EI:G empio,, .Coo rant 20l -2013 Stare f Flonsa ::p,Stacemm[::Accessdxkty Statement-:itefund Stalettent Under Florida law,email addresses are pubbc records.It you Corot want your a-man address released In response w a p:IbY­ards request,do nef 9 d electrons mad to Mis entry.Instea0,contact the Mfxe by phone or by:radrtroral man.If you have any 9uest!ons.phase contact 850.487.1395.'P-arswnt to Sec:an 455.275 11),Florida statutes,eRechve October 1,2012,acemn hcetlseC r. ant+under Chapter 455,F.S.must pravide in*Departent an email addn s A they nave one The emans provided may be used for offmai communKitpn won the licensee.Honever eman addresses art publK record.If you donot wmh M supp=y a personal address, plea,provide the Department with w emal address which can be made available to the publ,c.To determine if you are a licensee under Chapter 455,F.S.,please c!.k herr. Product Approval Accepts: 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 EDIIION)OF THE FLORIDA ..... BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REWIRED 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 MAXIMUM (A-$.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS I1 THRU 15, 19& 20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS �� Bl C w BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(A.S.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 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 x INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS HIM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H . ACCORDION SHUTTER SYSTEM'S ADEOUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERM IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: F - - - - - TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE OI #0214.01-03, /0715.01-03, /1004.01-05, /1214.01-05. 10317.02-06.11 1686 AREA 9: HV ELMEICD AND HV WINDOW BLADE AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1. 2&3)& 11220.01-10 AS (WHERE HERE APPLICABLE) -HV WINDOW BLADE G 1050501-08 AS PER ASTM E-1886 AND E-1996 (wSSILE LEVEL J TYPICAL SHUTTER ELEVATION& NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2. HV BLADE V AND HV WINDOW BLADE © ARE ENGINEERED TO WORK IN UNISON WITH EACH INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 CEMERMATE DETAILS HV SHEET 8 3. BERTHA HY ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND'OR,DIRECT STAINLESS STEEL SCREWS WITH 135.0 Tui YIELD STRENGTH AND 180 WI TENSILE TRENGTH. CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MU END CONNECTION DETAN.S 1-6, CONCRETE/8LOCK SHEET 10 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICA' FOR MAXIMUM SPAN TABLES SHEET 11 6005-T5 ALLOY. ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT Cl I„ _ _ STRENGTH. ANCHOR SCHEDULE- CONCRETE &BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUIU7:NG CODE SECTION 2411.3.3.4. /IIVV`/7 X/l ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AOS# 304 OR 316 SERIES STAONLESS STEd I ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HIV BLADE O : 12.13.14.15 AND (_J(/,-(n� I INSTAWTION DETAILS M-R, WOOD SHEET 16 HV BLADED&G WORKING IN11 INSTALLATION DETAILS S-X,WOOD SHEET 17 VVV GG END CONNECTION DETAILS 7-12 & X. WOOD SHEET 18 8. THIS BERTHA N.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 18779.582.IXOAPONFy I 1 I EASTERN METAL SUPPLY.INC. I AREA 3: HV WINDOW BLADE t(A ONLY 9.R SHALL BE THE RESPONSSUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE. CAUUK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING N CONTINUOUS CONTACT W ^ TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEM PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:OURNAREA 4: HV WINDOW BLADE 1)ONLY GI (r,[f\ CENTERMATES D ENGAGE OR LOCK ALL HV AND HD LOCKS. """ M 11. SHUTTER MANUFACTURER'S LABEL SWILL BE LOCATED ON A READILY VISIBLE LOCATION AT BE INSTALLATION DETAILS. METAL STUD WAIS SHEET 20 09 PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 17 .9.2 O'THE FLORA 12. BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS IND WHERE PERMIT IS APPUED TO. 13. (a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMA{ (6) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASF AND INSTALLATION INCL{ �RDM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE 5 THE. CONIR, OBTAIN FF_RMIlS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVAUD IF ALTERED BY ANY MEANS. I - - - - - ' (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.O. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D. SHALL BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. WINUu��� FLORIDA BUILDING CODE Non Hig•, Veiocity Hurricane Zone, LL�` /r �.L 02017 TILTECO.INC. LC 201% M7 RN META,SUPPLY, INC %L N. :•••. LRECCEIVED ,AA' �; ��CENSF''✓9 / BERTHA M A■S.S■A. Accordion Shutter System H.v. BI.mE GIT w/OR w/o H.v. NINDOlJ RADE 25 2018 � �(� American Shutter Systems ry.1 N DESCR�nON OAIE ORAwN fiY LC. TINT TESTING & ENGINEERING COMPANYj� Association, Inc. OLD `5-085 7 7/i DAIS: 07/27/17AA esse Ilw.wa.M,.Ma 305.VntaINM cARosNs,7.0730 rileP-:(305)871-1530.Fo.: (305)67-I!3, 4268 Westroods Drive DRAINING No L me: .wmWest PGIm Beoch, GL 334073ountyN Permitting -�S_s��H AI��,FFH`,� *ITERSA�WT)19r.P.E. 17-107 P.E! SrAtfS"AYURE/DATE L '/30167 a SHEET P 20 N'r IGYI 1N901[91/OE® . VARIES 1,491 y{ (yr•e•i�� •�• 4.-.—.._ 4.386' _—_.�__- L_ � , '\• • I {.999' �1 HV SOLID BLADE ,]75 , 0?'HV 90'/180' STARTER J .)HV UNIVERSAL FLOATER QUALIFlEO FOR USE W/ COVERED UNDER US PATENT b 5458179 r' QUALIFlED FOR USE W/ HV BLADE`, ;:)HV DIRECT MOUNT HV BLADE J 1/ HV WINDOW BLADE' 6005-TS ALLOY AND TEMPER QUALIFIED FOR UE W MV 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 BLADEA t TEMPER :373 6063-T6 ALLOY r• 6063-T6 ALLOY AND TEMPER 2.670 j o I owl �) 5/ _ 3.556' __, -- .994' 2.226' ti g 72 rv� 2 •_ • __...... 1.897' -" i of is' 2' �j l\ 7 HV ADJ. ADAPTER W/UP I {.4l6 ...... 1 0,072'-' ^ OUAL.IFIED FOR USE W/ HV 1 BLADE t (8;HV WALK—OVER TRACK J.92o i 1:-_. UHV ADJ. FLOOR TRACK ( OUAUFlED FOR USE W/ HV I TRENCH TRACK T- x5s 3.750' 6063-T6 ALLOY AND TEMPER BLADE LI; OUAUFIED FOR USE W HV QUALIFlED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE 01i ONLY. (td HV RAINGUARD BLADE I)D V � 1 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY A TEMPER 1• 91 o BLADE(?) wa g. VARIES 1.936' 6063-T6 ALLOY A D TEMPER Q _ .063' � 3 x063' .� ..083• - _ r. 1 J'- .125' _..J..._ ____�9����. = .._. _1 X670 � I � ��• .a:'I 1 i 6J01 1.686670 3,520' L 3.szo' ��t/l HV CEILING HEADER L� HV HEADER/SILL Ct JVD CEILING HEADER/SILL �" 3.5w QUALIFIED FOR USE W/ HV BLADE 110NLY, QUALIFIED FOR USE ALLOY FN BLADE;t�ONLY �.'`, (� 6063-T6 E W AND BLADE QUALIFIED FOR USE W/ HV BIADErl) (1�! HD WALL HEADER/SILL SEE SECTIONS FOR VALIDITY- SEE SECTIONS FOR VAJDITY. `� QUALIFIED FOR USE W% HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE(,I)ONLY. 6063-T6 ALLOY AND TEMPER _..X_� COMPONENT A 2' 2• 0.126• t' 1• .062' 2' 5'MAX. 1/8" /8' S- 3' ID.090• ...... �31 I 2• 6•MAX.i 0.7920192' L...._x__J . I SIDE QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 2.3• 7'MAX. 0.790 0.190• 0 CORNER POSTS ".'J BLADE IJ QUALIFIED FOR USE W/ HV --. I ALIFlED FOR w/ HV 6063-T6 ALLOY AND TEMPER BTA DEL OY OaNOY TEMPER 7 5'MAX.4 0.139' 0 131' 6063-T6 ALLOY AND TEMPER 6063- A PER FLORIDA BUILDING CODE Non High Velocity Hurricane tone 11111 �C 02017 TLTECO,INC02017 EASTERN METAL SUPPLY. INC. . EN /✓iBERTHA TM sF 9 A S S A Accordion Shutter System / = I L ECO 1 N o. . ■ ■ ■ KV. RACE;1 W/OR W10 KV.WINIM WM TIlL1T TESTING k ENGINEERING COMPANY American Shutter Systems DEQ, o„n 01114M BY, LLC_ —' TATE QF uss�.�.a«n a,w.X5.N, re G,40M.Ra WINAesoClofion, Inc. 1 OLD 1s-1185 7/27/1W1E: 07/27/17 e 4268 Westroods Drve 2 Q• Pnone (505)871-1530.[a. (!05)871-ISl1 DRAWING No ��•• ORIU� 111 West Polm Beoch, FL 33407 a ;10 . 1111 [e-OOne719 { 7� �7 V/V71 {V.{t_� 1 WALTER A.IX.T I,P.E. P.E� , � kA�E/DATE rLOR°A"` "187 6 SHEET s --of CAST .745* H4'30 "D HREADED Ek�.0 BAkLO PAINTED 1 V-20 ,ous"G Exkj 6 IIAKED PAWED I'S'URN -—-------- 316' I ZILI-1 KEYS D., BRASS CYLINDERj 4 -0.�MR (CHROk4 PLAYED) PLATED) C1 NV CENTERMATE J QUALIFIED FOR USE W/ HV BLADE(p& ONLY (2�) HV FLOATI V�k G CENTIFEMAIg HV LOCK -IS ALLOY AND TEMPS ED FOR USE W/ HV BLADE yi 1A ONLY HV EGRESS LOCK 6063 OU (UA --- ---------- QUALIFIED FOR SE W1 HV QUA EDr USE W/ HV 6063-T6 ALLOY AND TEMPE AlA BLADE L (Al HV CdRNER CE BLADECI)& A ONLY. LZ E & 0 ONLY, Z'0 FIED FOR USEse7a ;E W/ H BLADE 1,,ONLY 250*0.0. 6063-T6 ALLOY AND TEMPER PLASTIC HEAD 4.g4§" MaDED TO -42V SCREW 71�:Z11 ob" AFTER RIVETING .06 BEFORE RIVETING 1/4"0-20 o ;z V-1 x 3/4" S.S. THUMBSCREW .1/4 9-20 RIVNUT* ­1___.4 UbAl SERIES 9"4 ALUMI-NUM(2024-T3 ALLOY)LARGE FLANGE mN ::F FRONT EITVAT`ON HV MAU *r L 4z�§ SHEET NuTSERY.PART#0620.As uwwAcTum BY AvDEL LOCK CENTJ;RMA1:E CHEFORY TrXTORN.PARWPENY,NEW JERSEY 070:4 OR EOLIAL LOCKER FOR -T" LOCK CENTERMATc QUALIFIED FOR USE IN LAD Hy HV A -)ONLY NO TEMPER QUALIFIED FOR USE W1 W BLADE(!-NONL.Y 65AUNED FOR USE OUALIFIED FO USE W/ HV QUALIFIED FOR USE W/ HV BLADE ..61-T6 LL.,�HV T" ""ONLY &&EKTE&M_T1: �q H)L� ALTERNATIVELOCK LADE 5 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER' W/HIV BLADE Cl:ONLY. 1 ONLY. 3A61 '32 -THLIMBFURN 06' 062 CYLINDER OR 21 r KEY CYLINDER 30 a 15'min. "1'256 Mox. A .1 7 4 � HO CIENTERMATE W/ NO LOCK G ROD HD CENTERMATE LOCKING ROD QUALIFIED FOR USE W/ HV BLADE(j)& Cj�A�,) QUALIFIED FOR USE W/ HV SMQ)& (UA1 o 0 6063_TIS ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER HD CENTERMATE'S INSERT VARIES, 12*MIN. QUALIFIED FOR USE WZ HV BLADE(i',& I/ - 16 6063 Ll x 20 S.S.S-S 0.11/8, 1.130 -T6 ALLOY ND TEMPER 0—(1FE DETAILS) *1/2- 00 .____FTHumEITURN CYLINDER OR KEY Min CYLINDER LOCKING RODZ�, _2L 178 Mm QUALIFIED FOR USE W/ HV BLADEC11HD LOCK 6063-T6 ALLOY AND TEMPER HV 3/870-16 ACETAL 37 HV 1/4" 0-20 AI SI 304 BY RECENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 05 INSTALLATION WILL REQUIRE A 7/16- HOLE THUMBSCREWS SERIES S.S. TH MBSCREWS QUALIFIED FOR USE W1 HV BLADE J& CA DRILLED AT TRACKS FOR PROPER EMBEDMENT QUAUFIED FOR_VWji6l11V BLADE QUALIFIED FOR USE W1 FLORIDA BUILDINGCODE Mon High Velocity Hurricane Zone _ 92017 TILTECO,INC. 02017 EASTERN METAL SUPPLY. INC. ---------------- INC. Accordion Shutter System 11LIEC'0 \ A.S.S.A. KV. BLADE 7 #1 W/OR W/O H.V. WKM Bl" TILUT TESTING & ENGINEERING COMPANY American Shutter Systems IEV.IkOESQrTIDN DATE DRAWN BY: L.C. S,,S4.303."RL A GARDMS.FLORDA MIN Association. Inc. Pt—, (.!IO5)87I-I5J0 1 OLD 15-M D7/27/1) DATE.- 07 27 17 % Fox (305)a7l-15.31 4268 Westroods Drive 2 %....OR moot.,...' West Palm Beach, FL 33 07 DRAWING No ......... ES-OW6719 34 3 ,,00 WALTER A TILL";�j P.E 17-107 R TE FLORIDA —3 SHEET 6 20 SHUTTER ASSEMBLY SCHEDULE FOR r— ... 3/8" 12 NMI. E HV laHV �� O ® a625 _ 41 4 ro etAOE _-— t HV BLADE t I e_ j HV BLADE toBLADE .0625' 0625 .0625' BLAOE•S .1875" YHV LONG RECESSED NYLON BUSHING iz xIOi11C1aE0825.� o.OHV SHORT RECESSED NYLON BUSHING I - s FIAT PORTION R11 ® HV NYLON HAT WASHER __ '' OR ® ,'�,1c I :r-•Of�A�E.,� 711 1eAoe / F S 5p• HV WHEEL CARRIAGE AISI 302-303 SERIES I I �� =,a /�4 n' 404 )IP-2.5 - X 0.870"x3/16" THICK NYLON WHEEL ! I ® , IM�.JWINDOW / ,..��� � 2 7�8NIN.I T W315'° ClEH2 P3. 0.188"0 AISI 302 SERIES S.S. RIVETS sEPAMnoN 17�- BETWEEN A625' _.a6zs' ® HV 1 3/4'• ACCORDION PIN W/ #8 HEAD * EXTERIOR 5 41 °c"c s ON 5 3/4Rs Iff°°us� ® POLYCARBONATE IMPACT RESISTANT HV WINDOW ^.__.. 4 ,J-4 - '• } - --- �TYPICAL HV WINDOW,A.pn HV 2 3/4" ACCORDION PIN W/ �8 HEAD o W BLADE '1 Al AND ® I I POLYCARBONATE HV WINDOW DETAIL OR ® ((�® or ® ® RE�tE NOTE ENFOR I ! DOR ® I j *POLYCARBONATE IMPACT RESISTANT HV WINDOW I BAYER MAXROLON 3103 POLYCARBONATE. 1.. �— RESINS, UV—STABILIZED GRADE OR SABIC I --� I liFORo BUOr NE INNOVATIVE PLASTIC LEXAN 103 RESIN * , I 3 I (D OR ® I r=te (SEE: NOTE "F' ON SHEET 19). — (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O OR -� ' POLYCARBONATE SOURCES FOR 19 Hv BLADE. EXTERIOR APnsA" C9U ® TYPICAL SHUTTER ASSEMBLY I,.,:. �;�PnOacX,r:S s7w1us1M .. MY PIN©OR 031 AT IM,sOm¢ �a/ Ul (2) HV PIN ® MAY BE USED IN LIEU OF ®AND ONLY AT EXT JA _ u"r"• "_ BIAOE'S KNUCKLE. �L5r6: EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D an 374' (SEE NOTE • FOR sPccnc GXW' A 0792 a.aa O.o.S u/1+ BLADE WHEN CORRESPONDING TO INSTALLATION "11". SHEET 7. .osIr REQUIREMENTS) , TO154E ASM a>a 9.400 0.a' 9.500 0.a.. TVP. RKXO SKEW..,'AEW ASI 0780 12.530 P..J. 13.4 .,.;. (3) HV PIN ® OR ®W/ 1/2" O.D. 1/16" THICK S.S. WASHER 0j I F.uw vagus KM DTM s.o.000 aa1. w.aoo wl. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, ej soslcO Q. ,u,u one ,e n-o!. 17 rt-row SHEET IFI#IE s E N.5,` ASW OM3 472 s "s x I A WHEEL CARRIAGE DETAIL ASSEMBLY_LAYNI PAn a DA G ASY Oa15 C_I CvM G-1 Guess MY 0,mcr. Asn Owes lows WT lEett�l6: As u e,ss TExssr siPEn O EA suinOPNL Asn ese ewe►u aaw PX; I�� HV BLADE SOLID & 1A HV WINDOW BLADE DETAILS � 'T� 'BEEotE wGMNMG A5 1e e.e1 P.0 ee�Pa. N.T.S. � T'•+,' f1 ORIDA BUILDING CODE(Non Rig t Velocity Hurricane Zone C2017 TtLTrcS 02017 EASTERN METAL SUPPLY, INC. SF ' ' HA N TM A.S.S.A. L E C 01 7c7�\ Accordion Shutter System tLv.BLADE/1 w/DR W/O KV. vAtocAv BLADE r American Shutter Systems TICCIT TESTING k ENGINEERING COMPANY D[XW►TWIN DATE DRA1w+BY: LC. ' p Association, Inc. T OLD 15-085 7/27/1 DATE: 07/27/17 63M N W.Tea n..St.,05.wn K O.racEws,FLOF JJ,e 4268 Westroads Drive : Pht :(305)871-1530 FP.:(}05)671-u31 DRAWING No ��51 e- 0 E6ft. West Palm Beach, FL 33407 3 SO/..........ONAL Ems+ EB-0006719 4 17-107 •. WALTER A.TILL,T Jr.P.E. nmft L µ1°7 P.E. SEAL/SIGNATURE/DATE 6 SHEE4 OF 20 T _ j• �' T'9 NOTES ON HV LOCKS AND CENTERMATESu N s T u � t. IMANDATORYMANDATORY CONDRION /1: ONE MV LOCK 2�or,�SHALL BE USED AT 1/2 Of SHUTTER SPAN FOR ANY SPAN '!•�'�� OR 12•ABOVE OR BF�W 2 OF SHUTTER SPAN FOR SPANS UP TO 105', AND FOR INSTA l TIONS T ANY e c I ELEVATION. HV LOCK,2y or. MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO IOR g CENTERMATES W/(2) 1/4"0-20 M. I/2'LONG FIAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATEDON TYPICAL SHUTTER ELEVATION. 1 ��a✓°' 1 I 2. IF DESIRED.FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV_ 16)a QrT LOCKS Q OH MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LACKS TO CENTERMATES Rj \ 1-0 OR SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OnONAL OMWION 82 0" ONLY it OR LINITED LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY 4 5oNOTa a� E USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS OR AN ALTERNATIVE DEVICE _ I MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). I 4. JL-ONE HV LOCK 99cc ER 0 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN D IN ANSALLAT TIONS AT ANY ELEVATION, HV LOCK R4 or 1'*SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. (. ATTACHED TONER CENTERMATE W/(2) 1/4.0-20 It1/2' LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS�5 AT TOP h BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. Hoc-Nvc I MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 3' xb�g .7 }3 5EM ALTERNATE TO MANDATORY 0=0 . • ONE ALTERNATE HV LOCK IMY BE USE IN UEU OF HV LOCK or FOR ANY SPAN AND - �� INST TKN1S AT ANY ELEVATION. AL NATE LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF 1/4.0-20x3/4' S.S. THUMBSCREW TO fj OR CENTERMATES SHALL BE MADE W/ 1/4'0-200/4'ALUM. RNNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6, MANMIYIftY CONDRIDN /R FOR FK1brF MOLR1T0Tf"INSTAI_lATY1tlS: ONE HV LOCK 0 or @ or��SNA11.BE ! I —� USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12 ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO BB",AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 6 or Is or @ MAY BE USED AS AN INSIDE OR I IT IIIi_ _. -T - OUTSIDE LOCK,ATTACHED TO�l or�2 SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x I/2'LONG FIAT HEAD S S. M.S. LOCATION OF LOCK SHALL.BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS g W/ CSEE ONNED_ I OR Q TOP AN BOTTOM IS COMPLETELY MANDATORY. ON DETAILS ON 0 r c N + J x L R �, ' I o x v r x '1 --- SHEETS 10'L r_7d� 16 TVP. FULL i I+ I *NOTES ON HV "T" LOCKS AND CENTERMATES; HEIGHT. , OF CORNER1SECOND PATERNATE TO MAN LOGO - •ONE ALTERNATE HV 'T' LOCK �a MAV RF 'NS'AL�.FO IN LIEU OF NV LOCKS OR FOR ANY SPAN AND �p�a©•�.q`9 oA�O •, a, 1 I�5 AIIHTION AT ANY ELEVATION ALTERNATE LLCK 0 MAY BE USED AS AN IN OR OU IDE LOCK. ATTACHMENT `J OF LOCK @ INCLUDES USING REINFORCING LOCKER�7,, AS SHOWN ON SECTION MIG, SHEET 9, WHICH MUST BE TO•�.Q©.l'`�/oR�.,'(�31 a _ ` CONNECTED TO CENTERMATES®AND!F!�W/ 1/4Y-20 x 1 1/2'LONG S.S. THREADED BOLT W/ 7/8'0 x 3/32' WINGNUT OR W/ 1/4'0-20x1"S.S.M.S. INTO A 1/4"Ox 5/8'RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' ,C6 •, �',,1, C7 I•®ou MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS M TOP AND BOTOM IS MANDATORY. 08•0-0 ® fJ°"�• °° �N *NOTTEES N HD LOCKS &aCENTE� TES: 1 NO ATEq 1-i aR'i�W%.14 : ONE ALTERNATE HD LOCK(0 MAYBE USED IN UEU OF TYPICAL 1 Hy BLADE SHUTTER ELEVATION HV LOCKS yz OR 0 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LACK�{MAY BE USED AS AN INSIDE OR OUTSIDk LOCK.ATIA04MEM OF HD LOCK TO�IS W/ 3/8 x 3/8' F.H. S.S.M.S,AND INCLUDES - REINFORCEMENT INSERT_.Sl AS SHOWN ON SECTIONS H08-HAND HDC-HNC,SHEET 10. LOCK MAY BE INSTALLED AT MtDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS 44h IS COMPLETELY OPTIONAL. rrrrrArA����"�� on High Velocity Hurricane one .'r4/•✓:L 02017 TILTFCO,INC X201! EA iIERN KETAL SUPPLY. INC. .. TM �C OO A.S.S.A. Accordion Shutter System I{v. aanE#t w/OR w/o RV. Wraow aeaE TICCIT TESTING & ENGINEERING COMPANY American Shutter Sy9temi KON DESCRVTDATE DRWN aY; LC. A"ociation, Inc. I OLD 15-085 II 27/t DATE. 07/27/17 &W w.36M.SI.,Sh.705,NG ,rlA11W 1316 Phone (303)e71-1530.Foa (305)071-1331 4268 WCStrOCd9 Drive 2 DRAWING No•. '•...... West Palm Beach, F'L 33407 3 20 s� roar L` I,IIL`' WATER A TILUT.H.FIA 17-107 • rLOR9A I,C./44167 0 SHEET P.E. SEALjr1GWfURE/DATE 5 5 F M'I., uMD'_NS POURED CONCRETE ,--,CONCRETE ANCHORS OR CONCRETE BLOCK POURED POURED (SEE SCHEDULE ON REQUIRED 1/4'0-20K3/4*S.S. CONCRETE CONCRETES SHEET 13) CONCRETE ANCHORS MACHINE SCREWS REpUITED ON REOUIREO_\ . __. I FOF - I-- (SEE SCHEDULE ON W/ 20 TOME(SEE M�NT� Sww 7) CONCRETE ANCHORS SHEET 13) NUTS 0 12' (SEE SCHEDULE ON SWEET 13) ----- -4j_2)O4'4) Min 1/4-0-200/4-S.S. F_ r -EQ E MACHINE SCREWS j--E0 USING 1/4--20 NUTS 0 12* 1/2' 109 t/2' I 250'Max. 3 5 CRETE 0 41/ 1/4 0 TTS 0 O.C.0 r EQ f7 USING 1/4' �12 O.C.OC E. I �'250 D .250*Max. M- P F E.O.. E.13 OPTIONAL -MONAL SCHED�L ON SHM EAsnNG "�&,ADE OA"10 r r -OOR W MIN.SEPARATION TO GLASS ON SI-XV 19 FOR .--r—(SEE SCF-MULE ON SHEET I I)— EXISTING : MIN.SEPARATION TO GLASS,) GLASS—' I-(SEE SCHEDULE ON SHEET I I EXISTING Gi HV WALL HEADER INSTAUNTION LASS-7 HV WALL HEADER INSTALLATION B', HV WALL HEADER INSTALLATION + KEYSTONE FxrSTING MIN.SEPARATION TO GLASS GLASS—, INN SEE SCHEDULE ON SHEET 11) to GIA!s OI' I I OR MIN. SEPARATION TO GLASS CLASS SOILDLU M SHEIET -(SEE SCHEDULE ON SHEET 11) 11 FOR BL40E 0AW ax sl¢r I RAM EXISTING OPTION& GLASS-- 44-1 E. FL r E. D.* opno". i'1 /4'M... I 12J—a ax @ 1i I L E. D.- -E-a** L: (-EO E _@GRC i 1/4'0-20x3/4'S.S. Mm. LE E0_ PHILLIPS TRUSS HEAD CONCRETE ANCHORS 1/4.5-20x3/4-S.S PHILLIPS MACHINE SCREWS USING TRUSS HEAD MACHINE SCREWS 1. 1/4--20 NUTS 0 12-O.C. 1/4"-20 NUTS 0 12*O.C. (�)� SHEET 0) W1 L(SEE SCHEDULE.ON CONCRETE ANCHORS I POURED CONCRM__l POURED CONCRETE (SEE SCHEDULE ON SHEET 13) OR CONCRETE BLOCK OR R REQU;RED CONCRETE BE= IONCRETE ANCHORS WALL (SET SCHEDULE ON (f)HV WALL SILL INSTALLATION REWIRED (R—) BY WALL SILL INSTALLATION POURED CONCRETE SH 14) OR CONCRETE BLOCK NOTE FOR comavAtIoN of srooms: WALL RFOUIREO HV WALL SILL INSTALLATION INSTALLATION DETAILS WZ I- SEE SHEET 4 FOR TYPICAL SHUTTER D. .EDGE DISTANCE • SEE LIMITATIONS OF USE'FOR ASSEMBLY EE SPECIFICATIONIS ON SHEET BLADE 15 ON EV 19 2- MOUNTING SECTIONS CAN BE COMBITNED T) H V BLADE IN MY WAY GO SUIT MY INSTALLATION. Fr(s :3) 'go Jo FLORIDA BUILDING CODE(Nor, High Velocity Hurricane Zone: E *2017 TILTECO.WC. 020;7 EASILRN METAL SUPPLY, INC 13ER A,S.S.A. Accordion Shutter System KY. BLADE#1 W/OR W/O N.V. WNDOW RAX American Shutter Systems qEY... DCSCRA"" DATE DRAWN Or. L.0 .p TILUTTESTING ENGINEERING COMPANY Association, Inc. 1 0-0 15-085 HaZL2 GATE. 07/27/17 R 2. NRWNu 0 0-N.M.T Sb..5 4268 Westroads Drive 2 P�:(305)57,1-1330.r..:(.Y,5)871 531 DRAWING No -.A:01. West Palm Beach. FL 3340/ 3 L 17-107 -,.'Of#A t"No-"' 4 ALILIt A TILUT Jr PE ......""' FLOPMA Ua�f 44167 5 SHEET SEAL/SIGNATURE/DATE I — 6 6 OF 20 POURED _CONCRETE ANCHORS Y . CONCRETE (SEE SCHEDULE ON SHEET 13) ro aAlt; 1 OR - REOUIRED ,!5D�1AE a® EXISTING 1 p�� ( SLEET ) \ _._._•I_-_._. EDGE OF I1 ROTI a"d)— I•TSNE ,..- w gar 10 ROP cLAss---� aaaa'�xc Orr SLAB R -+aAAw.npN 11 Appy EX,SMNG el.raES QiA r aAss 3 LLI� CLASS✓ r-Iw ui1) ALTERNATE'\A14 T� LOC ATION J 13 Oki EXS� {_ i�e10x3/4'HEX WASHER HEAD 1 1 oR 5 J/A'1a•: lEK SCREWS O /2'O.C. I J/A um. CONCRETE ANCHORS r gl Vi - EDGE OF 1 O• 7 IF 1- (SEE SCHEDULE ON SHEET 13) _ E, O x APPLICABLE EXISTING i i ...EDGE Of f0 GLASS EDGE IF i SLAB IF SLAB 6 I 1/2' 1'- EDGE OF APPLICABLE __.�.. ., D4— ro aA15(SFE •7P1'UGRLE L—E,D.- -E.O ` APPLICABLE .._. ._...11 z -�•—._.. __ LAB SCHEDULE a 9ITET C POURED NCRETE E. U.+`--1 CONCRETE POURED FLAT HEAD CONCRETE ANCHORS 'i 11 M a"0*0 ....-.___ ..__..... L__E. s SCHEDULE ON SHEET 14 ' a!aw 19 roR _)OR ®*CONCRETE - -- REOUIRED FLAT HEAD CONCRETE ANCHORS REQUIRED (SEE SCH ) B.WESO):® REOLARED E.D.• D. (SEE SCHEDULE ON SHEET 14) I1 iRUCH INSTALLATION ATION L'HV WALK-OVER INSTALLATION VALID ONLY FOR UP TO r70, -75 PSF A.S.D. G HV CEILING INSTALLAT H HV FLOOR INSTALLATION f DESIGN PRESSURE RATING & FOR SPANS PER ION SCHEDULE /3. SHEET 11 .CONCRETE ANCHORS z+ G r.....__... GU55-.J YN�SOW1A11or '- (SEE SCHEDULE ON 7 Sc huts T-Ipr�i 5 10 1 r SHEET 15) 1/4'8 my BwDEX Ti7'CGH Wt an snr[T 11) I . EXISTING EXISTING--i EXISTING __ i AD/ANCm THRFApiMp1 Qt GLASS GLASS -1 aoxa,� vfii3l, GLASS—T� .....-.— TEG"40'=OR I/4•D POAAS t 4� —� FA510'ERS TAPPER+AI CHM W/ I r/ -I c a"„ A, 1 3/4•ON.OABMkCW O S' q+ MAX. 11> 1 O.C.FOR LP TO B-0'SPAN*0 { L" 4'O.C.FOR SPANS LAFIGM 1HAN 1 .44AX .O MAM IF l0 W rA WX APPLY_..7 1 r 9 r MAX. 9EPt74E AT .) .1, S) OR 0.• / �IOx]/4'HEX E.D.• / p SHIFT�1 FIEF UUTAnOrtN 3/B' _t/2• V WASHER HEAD MAX. �a ON. 1 1 TEiC SCREWS i CONT.SEALANT- 0 FAUW—�'� - /14x_7/4' HEX HEAD_ ; � - 1 � O 72.O.C. TEX SCREWS O 9'0 r - 1 I OR //4'8-20 5.5.M.S. CONCRETE ANCHORS -��-_ agl,O t y' /-�14XJ/4'S.D.S. i i i 11/4• - i{ 1/4'0 ZW/4'Ss YS W/NUT 0'9*O.C. (SEE SCHEDULE ON 11 / v O 9' 1 11 -C:- Q17 r.1 USM-1/4"s-20 NU1S SHEET )4) ..-- 1/� _ ___ Max. •' 11: - O 12'O.c. ' --'-- r I / 17 oP 18 t/2• 1. EXISRNG NDN STRUCTUPA EDGE OF � �'M WALL TRI-MECOIUTNE _ 2. N. r IF t 7/8'. 7 7/a* I APPUGhBIE t �\ \ � It4x3/1'F.M.5.0.5. MIN. , E.O. SRL) CONCRETE ANCHORS SEE NOTE 7 D ""z.. O 9'O.C. �• _PwRED CONCRETE ----- POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1() SEE NOTE )3(E) - RFW,RF.D ------'E.0.. --- OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET i `_ __` .. , ............: REQUIRED OR CONCRETE BLOCK OPTIONAL— POURED HV WALL FLOOR INSTALLATION REoltIRE0 KEYSTONE MOUNTING INSTALL eTION REOUIREo HV WALL WALK-OVER INSTALLATION 1M ONuu Aso.OEM"I'REs— .54..72 pal YAXWIIY SHUTTER SPAN W-O' J)HV RAINGUARD INSTALLATION t „� NOTE FOR COMBINATION,OF SECTIONS: t THIS INSTALLATION SHALL BE *C.D. EDGE DISTANCE REMWABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT SEE LARTATIONS OF USE FOR I- SEE SPIE?4 i'OR TYPICAL SHUTTER (SEE SPECIFICATIONS oN SHEET 13) OR ENTRANCE BLADE a ON SHEET 19 INSTALL_ A T I O N_DETAILS_ W� (1� H V B LA D E ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED .n ANY WAY To wrr AFtr INSTALLATION. I4FT A A. _ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A4 `E. ' '''�,10EN• vfy ..,. � '�-O.Imo- 02017 EASTERN METAL SUPPLY. INC. BERTHA` -�� TM * I�L E c O ,M�. A.S.S 1.A. Accordion Shutter System -Q' RV. M"#1 W/OR W/D RV. MW#a" 3�: ,; American Shutter Systems Ev, oEscwmal DATE DRAWN Br, �c RRR TILLIT TESTING A ENGINEERING COMPANY op.. ESA 6355 t4W.36N,.S1..518 305,NRCNW COMM.FLORIDA 3316 Association, Inc. , 1 OLA 15-oes 7/27/1QAV: 07/27/17 '�F_bAf A�C"� Pna16:(305)871-1530.ro.:(305)871-1531 4268 Westroods Drive 2 SOMAL EII4E4I A �u0 oa7is�� West Palm Beach, FL 33407 3 DRAWING No WALTER A.TIWT Jr.P.E. 4 17-107 P.E. SEAL/SIGNATURE/DATE FLORIDA LK.j 44187 5 SHEET b SEE NOTES ON LOCKING RODS® fN LOCKS(!)or 0 U T J I N j j-EXISTING CUSS INSTALLATIONS W Z (I H V **AND ALTERNATE HV LOCK®ON SHEET S. BLADE$A.'K DETAIL HW IS vALD FOR ALL B LA D E W V C E N T E R M AT S CENTERMATES APPLICATION w1TH BLADED ��®�©.��®aTo •®� 1 OR @-0.®° SEE.END WALL CONNECTION i0/ ©•O•©W©•O'®av -7 r" N LASS QUAILS ON SHEETS 10 2'.2'.1/8'.0'-2 I t 5 K 3 1 4- T 8 1/2' (6083-T6 AGl.Or)ALUM ANGLE w/(2) 1/4'/TAPCTE i 1/z' oA©.® QPPQSING S I Y METRYCA� ANCHok TO CONCRETE CENTER (TOP/BOTTOM)h 10.E 4 (4)010A1/2N..&O TW I I , D.C.FULL LENG T, I W r i 1 TER AT S MIN. SEPARATpN I f % `I I * W/ HV LOCK (SEEGLASS SCHEDULE1 NON SHEEP 11) w OUT to•®"©•�°"®.©.. HVA ® HVB a®°R©•OHO '® HVC rPOURED CONCRETE OR - t D`®�©•®� •®a r-IX157,NG CUSS I CONCRETE BLOCK WNL. RIO EXISTING 1@`@-0.®KF®.®an -.--__.- --- / SYMMETRICAL 6 7 «� 6 7 ————F— -—— �` (� MIN.SEPARATION I-Guss 1� ®�® GLASS ,-� C NT R ATS E�opnDOAK t... IN r® ®w�'®®'®O (SEE SCHEDULE GLASS 5 r .._. MIN. SEPARAtION\ ©♦® ® a ®* QNIERIOR) I O'®a®.®e.�. ON SHEET 11) l i TO G1A55 (SEE SCHEDULE \ I N DPIIONAL ON SHEET 11) (INTERIOR) OUT � -------- ------------ i— �... -- � I -CONCRETE ANCHORS a I 18'D.C.rl CARIES ., OUT MAX. SLACK — 01 (EXTERIOR) SCJ CC77' VAVE HVF** H V D I'iTTp/I�/ni�gyy FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 02017 TIm=.INC, 02017 EASTERN METAL SUPPLY, INC. BERTHA A.S.S.A. TM —�-� Accordion Shutter System IILIECOINc. ( ■ ■ ■ ■ Kv. etnoB#1 w/OR W/b KV. WINDOW BLADE *' American Shutter Systems TIWi TESTING k ENGINEERING COMPANY �N K1EscRK►noR oAtt DRAwN By. Lc. ,t.'•, :'�p` AJ65 N.W.XB 51.,SV 30],NRwnP GWO Ib.FLORKA 3316 Association, Inc. I OLD 15-085 /27/t CAL.'_07/27/17 Phone (305)171-1530.ro.:(705)871-1!31 4268 Westroads Drive 2 % s "'•"' 1 K DRAWING No /Opq�E �KKK 1 ee-ooD67,v West Palm Beach, FL 33407 s 17--107 WALT ER,�HrtPE !rLORDA Llo. 44167IRE7SEAL�SIGNATURE/DATE 5 SHEET sOF 20 ALTERNATE INT Ti -T- LID H M "T" K CENTERMATIES LOCK BLADE SEE END CONNUMON DET« ON SHEETS 10 t 19 INSTALLATIQN .1 HV BLADE O '1�� p 5 W/ HD CENTERMATES OUT s� IN 6vtt®as.FETAL NK.wDKnTro ON sWET S. AS WEU 0.s JNKR:AI EIp51"G MADE 0 DRNL HDD-HVD, +p�jQ �°'©•Oa,� tp.®s IUDIcaFn oN TNIS SNEFT.MAY OC USED win+nns ATERw SEE END WALL CONNECTION 01-010- " SI TION DEYAL MC IN TRIS"CET (\I 1J11DETAILS ON SHEETS t 0 t iJt� ((ao T.soon . O 1131-0-0-0-13® (DPIIONAU I (ovnow,�i) �©• 3 = * I 35 rRldfa 7D COMW.IC (aMIb1/f•6�r.iDro M[� I // �I O.G•N�'SLL IDDM 6r ..I u raol AKa.L(TVP)I 5 /1 3 ®LOCK T INSIDE (N 1 (��II)uN.f'n'P.) !N,. "w svwargx I A of m aAss O OUT 31 ae� I 31 aa® 31 as 31 a / * 35* 2 1/4" 0-20 x 1 1/2" S.S.M.S. 3 (Opfam) * SEE NOTE 6 f S fIV SOCK® W/ 7/8"M x 3/32" WINGNUT. (omaw)HDB—NVB OUT HDC—HVC -r-LOCK, ON s EEr s • SYMMETRICAL HD C ©HV "T" LOCK (OUTSIDE) NTERMATEa 0 ® SYMMETRICAL LOCK (EXTERIHD CENTERMATES W� LOCK (INTERIOR) uVr* WL�' LOCK f sFNu_c saa4.uuww (2024-T3 AJOY)LANCE RANGE TKN -O�©'O7" S14M NU75ExT.PMT/00". w AS 4UNUFACTUFAM BY AwEL Ct"" / �.®a©.®.®.©�_���777 v TEXIORN,PARSp NY,MEW.IEASEY ©•O] .0a©•O•®" 07034 OR EOUAL. /' (),. 3 O *SEE ND1E5 w uKanw XDDf®A IO®IOCxE oN sREET 3 LMEI S4L FLWW SAGE®DOW IND-RID 6 r NIl)IOP At CUOInI MTES MR.GMNS wM MADE Q HDD—HVD** FLOATING STACK I�7„Ivuiu,,,. (EE' R A. '- FLORIDA BUILDING CODE(Non Hi n Velocity Hurricane Zone ............ ' S .�, C, .pt 7 EASTERN METAL SUPPLY. INC. �10El ' ✓ SF•• �- T TM 0'4 A S S A Accordic)n Shutter System L E C O I N c . . . . KV. HIDE/1 W/CR W/O ALV. WNDOW HIDE / TILLIT TESTING $ ENGINEERING COMPANY American Shutter Systems 0[SCMPT" DAtt I DFI M 6Y: L.C. �Q i4 NXAssociation, Inc. I OLD 15-085 7/n/( arz: o�/27/17 • ,� —5 N3Mh.W.Se..SD3.V1A0..A WC04S.rEaea ss+ 4268 Westroads Drive 3 ..�, Ph—:(x5)071-I5x.Fa. (x5)671-1531 DRAVhNG No /�NAL•E••C•`d((E( •WALr.P.E. West Palm Beoch, FL 33407 i 17-1 O' ES-00067 9••-•• IaasrR,,, FLOWA UG/"167 S SHEET P.E. SEAL/SIGNATURE/DATE 1 9 OF 20 POURED CONCRETE OR POURED CONCRETE POURED CONCRETE OURED CONCRETE CONCRETE BLOCK WALL OR CONCRETE ._..._ .- OR CONCRETE - �p REWIRED BLOCK WALL REQUIRED BLOCK WALL REOUIRED —'-------- __ OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHOR EXISTING CLASS O IS'Q.C.�, EXISTING GLASS —EXISTING GLASS -"2'MIN.. T MIN SEPARgON (--2 MIN. EXISTING GLASS 1 MN.SLPAPATION TO GLASS(SEE 1• 7• 7 EQ�-{4-1 EQ TO CLASS(SEE 11 SCHEDULEFOR ON ADE SHEET U IV(SEE I i MTION MR 5 PA 7XN t I I SCYEOLAF ON SHEEP 1/16'x3'MAX. 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SLADE yi W/OR W/0 RV WINDOW BLADE TIULIT TESTING k ENGINEERING COMPANY st American Shutter Systems'• Y EV.N4 DFSCItIPTIOFi DATE IDRA6w ft LC. 0�••.�� ;�'�{j J` 6385 NX 36th 5L.Su.us.vwp �ApLN„c,Fl,Opp,,3316 Association, Inc. 1 OLD is-085 /27/1 MTC 07/27/17 �5 PIwM; (305)877-1530.Fox (305)871"1531 4268 Westroods Drive 2 - B`''Q�17 v`� West PQIm Beach, FL 33407 3 DRAWING No •I�� WAITER A MUT Jr.P.E. 4 17-107 II,"NAT FLORIDA U./44167 5 P.E. SfAL/SIGNATURE/DATE SHEET 6 loor