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HomeMy WebLinkAboutPRODUCT APPROVAL11 1/4/2018 Florida Building Code Online ., scANNED a VA_ 411BY _ St ty BCIS Home Log In User Reglstretion , Ho[ Topl6 ( Submit SuLucie Coun rcharge Stats & Facts Publications FBC Staff BCIS Site Map ( Links ♦Search d� Flondpr m Product Approval g USER: Public User 4 m Product Approval Menu > Product or Application Search > Application List LE� Search Criteria �0 0 py Refine Search Code Version 2017 F 389 Application Type Product Manufacturer Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Applications FL# TvDe Manufacturer Validated By Status FL389-R9 Revision American Shutter Systems Association, Inc. John Henry Kampmann Jr. Approved History Category: Shutters (941) 922-3854 Subcategory: Accordion 'Approved by DBPR. Approvals by DBPR shall be reviewed and retired by Me POC and/or Me Commission if necessary. Contact Us :: 2601 Blair Store Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013cooydght2007-2013 Sate II FlerldaFlerlda.:: Privacy enJS[a[emen[JStatement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public-recerds request, do not send electronic mail to this entity. Instead, contact Me office by phone or by Madltional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 4SS.275(1), Florida Statutes, effect],. October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The .mails provided may be used for offual communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide Me Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: M a� ® R Credit Card Safe https://9ofidabuilding.org/pr/pr_app_Ist.aspx 1/1 UhN ftAL NOS: 1, SameA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALWMON DOCUMENT (P.ED.) HAS BEEN VERMD MR COMPLIANCE IN ACCORDANCE VIM THE M17 (ESN EDMON) OF ME FLORIDA BULDUNG COOL THIS ACCORCION SHUTTER SYSTEM SKALL NOT BE INSTALLED AT HIGH VEUGCTY MRRICNIE ZONES e NCH WIND LOADS SHAUL DE DETFRNINED AS PER SECTION 1620 OF ME ABOVE MENTIONED CODE, FOR A BASIC HIND. SPEED REOURED BY THE.UURISOIMON WHERE SHUTTER, WILL BE INSTALLED WITH A GSECTIONJI FACTOR Kd-0.85, USING ASCE 7-10 AND SHALL NOT EXCEED ME MAXIMUM (AS.D.) DESIGN PRESSURE RATINGS INLYGIFD ON SHEER TI MRU 1% 19 & 20. N ORDER TO VOR PY ME ABOVE CO. N, MMIIATE DESIGN HAND LOM9 DETERMINED PER ASIDE 7-10 SHALL BE FIRST REDUCED M ASO MICH WIND LIMITS BY MULTIPLYING MEAD BY Me IN ORDERTO COMPME MUSE W/'TRW. (&S ) MOM PRES AI RA1WC5 NNGIED ON SHEETS 11 THRU 15. 19 & t0� N GROM TO WORT THAT COMPONENTS NO ANCHORS ON THIS P.M. AS TESTED, WERE NOT OVER STRESSED. A 33 S INCREASE IN ALLOWABLE MESS FOR µNAY LOADS WAS Uff USED IN NM MALYBG, HOWEVER, A WIND DURATION FACTOR co-I.60 WAS USE, FOR VEPnaI OF FA5IENERS N WOO, FORMA HV- R RACCORDION SHUTTER SYSIEU'S ADEQUACY MR WIND AND LARGE MISSILE IMPACT LWD HAS BED! Y,GFED IN ACCORDANCE WON SECTION 1609.1.2 Cr THE MO+£ MENTIONED DUDE AS HR -NV STALE (D 10214.01-03, #0715.01-03, /10D4D1-05. /1214.01-OS 10317.02-08. /0SODO1-10 AND IWIDO1-1 I AS PER TAS-201. TAS-202 AND TAS-20 PROTOKOLS Ma ASTM E-1886 AND E-1096 STANDARDS (MGGIIE LEVEL D. MNO ZONES 1, 2 & 3) & /122D.01-10 AS Pat 1AS 201. 203 & 203 PROTOTD(5 LARGE UYSSILL -HW WINDOW BADE O /OSO5.01-W AS PER ASIM E-1B86 AND E-1996 (M SOLE LEVEL D. WHO IGNES 1, 2. 3) BASIC PROTECTION ONLY AND 1 IYF 5.01-B8 AS PER TAS 202 PROTOCOL 2 HV B (j)i AND HV WINDOW BODE ® ME ENGINEERED TO WORK N ORISON WITH FMH OTHER UNDER ME GENERA. UNITAIIONS AND Can nWS OF USE INIXG1Ep ON SHEET 19 3. BERTHA N.V. ACCORDION PINS (MY SCREWS), USED AT ELAOES MUCME AND FOR DIRECT MOM ON NECTOMI TO MACE SMALL BE /14Y2.)5- AND 114AI.75' RESPECTNMY• 410-K UIT4NUY SERIFS RANLESS REEL SCREWS VAIN 1350 W YIELD STRENGTH AND 180 W TENSILE SMENGM. PADS EHALL BE COATED WITH BERM, W DACROSHELO COMING S,M, AS MMUFACIUREO BY UM SERUM COMING APPLICATORS, REGISTERED W,H MERICAN SHUTTER SYSTEMS ASSOCI I. FIRMS MUST BLUR ME NY MWMNG ON MEN HEAD. 4. ALL AWIAINW fx1MJ510N$ SHALL BE ALUMINUM ASSOCINIav ALLAY AND TEMPER AS INDICATED ON SNEETS 2 AND 3. IA.MMUN WELD STRENGTH FOR 6063-TG ALLOY IS =0 WAND W.7 1 MR,6005-75 ALLOY. 5. NL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISIMT CGATED CWBON REEL AS PER ON 50019 WIIN SO WI MIN. WELD RRE'NGIN MD 90 M DIN. I[N,U SMENCTN AND SHALL, COMPLY W/ 11040A BUILpNG CODE SECTION 2411JJA. S SOCTS TO BE ASM A-307 GALVMIND STEEL OR NS 304 OR 316 EWES SUNK ESIS STEEL WON 35 ke MINIMUM YIELD STRENGTH. 7. SEE ME FOLLOWING SHEER FOR Ma OR SPECIRGTIONS: W GLADE 1) : 12.13,14.15 AND 20 HV MLADE (D & © WORKING IN UNISON: 12, 13 & 15 B. THIS BERMS NV. ACCORDION SHUOFH SYSTEM GEMS A U3. PATENT /6'779MZ GOMMNMR OF INS MPRMAL ME COVERED. N WHOLE OR N PANT BY U.S. PATENT 15'458.179 ISSUED TO EASTERN NLTAL SUPPLY, INC. 9. R SANE BE ME RESPONS181NTY OF 111E CONTFUUMN TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE, CO M,,,OR TO SDl/CAULK AL7. SHUTTER COMPONENT EDGES' WHICH REIGN, MIL FAMMHING N CONDNUOUS CONTACT WHH THE BOADING TO PREVENT MND/RUN IMMUSON. 10. DICK MIT MUSE BEAR REGIMEN LABEL, IN A INSOLE PACE WIN WMNIN'4 NOIC DURING POaDOS OF HURWVNE WARNINGS HOME OWNER. TENMI. OR OMERS, MUR PROPERLY CIDSE CES NTEMAM AND ENGAGE OR LOCK ALL IN AND S ALL IN AND ND ND LOCK 11: SHUTTER UANUFACTURER'S LMEL SHALL BE LOCATED ON A READIVY VISIBLE LECIIGN AT ACCORDION SHUTTER IN ACCORDANCE WIN SECTION 1709.9.3 OF TMORIDA 6WILGNG CODE OHE LIBEL SHALL BE PLACED MR EVERY OPDING. LMEMNG TO COMPLY WIN, SECION 1709.92 OF THE FLORIDA BUGGING CODE M RETINA N.V. ACCORDION SHUTTER SYSEEN'S INSTA DDN SHALL COMPLY WITH SPECS 9NOIGATE1) IN TING DRMMIG PLUS ANY BUILDING AND ZONING REGUVTNG S PRONOM BY ME .NRISOCTION WHERE PERNR IS MPIED TO, 13. (0) THIS PLD. PREPARED BY THIS ENGINEER 5 GENERIC AND DOES NOT PROVIDE INFORMMCH FOR A SITE SPECIFIC PROJECT. I.e, WHERE ME SITE CONDITIONS DLYNTE. FROM THE P.EA. (5) COM UMIR TO ERE RESPONSIBLE FOR THE SELECTION. MRCRASE AND IN6TN1AnON INCLUDING LIFE GNTEYY OF MIS MDWCI. BASED ON THIS P.E.D., PROVIDED HE/SNE DOES NOT OLWIYE FROM THE Ca"I'mon5 DETAILED ON THIS DOCUMENT. SAFELY AT SITE IS ME CONTRACTOR'S RESPONSBDTY.. (c) INS P.E.D. WRL BE CONSLBERED DNAIID IF SIFTED Br API' MEADS. Id SIRE SPEaHC PROJECTS SNNA BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH MU- BECOME THE MINIMUM OF RECORD (EO.R.) FOR ME PROJECT AND WHO WR1 BE I R NSaE FOR THE'PROPER USE OF ME P.EO. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO ME P.EO. T,,,4 R SILL SU97AR TO MG UTTER ME SITE WECNC DPAWLY45 FOR RENEW. (0) ORIGINAL P.ED. SILL BEAR ME HATE AND ORIGIN& SEAL AND SIGNATURE a ME PROfESSONLL EIGINEER OF RECORD THAT PREPARD, R. *MIT TILNUM. IND. '.� IL ECO,Nc, �•, l• � \\ TESTING &ENGINEERING COMPANY 0.U,.. M!. ]61M U. N..Wf. WbIKK VPoDQ. nCPF. A Pane : (30.5)W1-INTO fOt (303I67I-1531 �` 1 �f ...............R� �eJ\,I . : - Y: IilecoOcdSYn Il.. }�' NIL M1KIfY A RU PL P.E. SEAtfS)6i7AYURE/DATE nrnmA LN. 1 4A167 TABLE OF CONTENTS GENERAL NOTES SHEET I SYSTEM COMPONENT 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEEP 3 TMlG SHUTTER ASSEMBLY 35-44 SHEET 4 TYPICAL WU400W TIME & MOON DETAIL ABEL • 'HV BLADE (1AND J:X WINDOW R ADF 64 (WHERE op I AB 1 TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCREWSLOCK SHEET 6 N5TALLAION DETAILS G-M, CONCRETE/6LOCK SHEET 7 CENIERMVTE DETAILS HV SHEET 8 CENTERMATE ALTERNMNO DETAILS NV SHEET 9 ENO CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET to MUM M SPAN TABLES SHEET it ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE &BLOCK SHEET 13 ANCHOR SCMDULE- CONCRETE & BLOCK SKEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 NRALLATION DETAILS M-R, WOOD SHEET 16 INRALLmCN DETAILS S-X, WOOD SHEET 17 ENO CONNECTION OCIAILS 7-12 & X. WOOD SHEET TB AREA 3: W WINDOW aLADE flip ONLY TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4: BY WIDOW AlADE in ON Y INSIALLATTON DETAILS, EARN. SAID WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED To OBTAIN PERMITS IN THE STATE OF FLORIDA A.S.S.A. American Shutter Systems Association, Inc. 4268 Wesl,oads Drive Weal Palm Beach, R 33407 rrW W W W WM "W TM Accordion Shutter System NV. BADE 61 W/ LR W/O KV. W WN BADE APRNG Na 17-107 IDER US PATENT g 5458179 V WINDDW BLADE* OF USE OF BLAD ON SHEET 19 J 226' 6GHV ADJ. FLOOR TRACK QUALIFIED FOR USE 19/ HV BLADE (D 63-T6 ALLOY ANDJEMPER 191)- q ,03- w3r F f ' 4r 6" 1.Nil, 2 O IQ, HV CEILINGH Anca 0 FIED FOR USE W/ HV BLADE i ONLY, SEE SECTIONS FOR VALID. 6063-T6 ALLOY AND TEMPER Axx! NTMNI ' 1' .-e SIDE ANGLE oTLS OUAUFIEO-FOR-USE W/ HV Da 1 A ' QHY UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADEd 6005-T5 ALLOY AND TEMPER HV HEADER/SILL OUAUFIE FORTE E l/ANO BLLADDE (1�ONL 1 ALUMINUM ANGLES QUALIFIED Fo USE 1V/ HV BLADE I ONLY• 6063-TS ALL Y AND TEMPER OOVAUFIED FOR U�EG YI IV BLADE L I) 6063-16 ALLOY A TEMPER . 8'HV WALK -OVER TRACK QUALIFIED FOR U E W/ IN BIER 6063-16 A.LOY AMMO TEMPER adIPoNENi ♦ B I TI - © 2- 5' MAX I/6' I/W 2- 5' MAIL 0192' 0.192- 19 2.5' 7' MAx.10.190' 0.190' 2' S' NAY.i Q139' G.131 (S)HV 9oVis0' e_TARTER OUAUFIED FOR USE W/ HV BLADE 1 6063-76 ALLOY AND TEMPER 70- 994 r�R . C HV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADEn ONLY. (16 HV RAINGUARD OUAUFIED FOR UAE W/ HV 6063-T6 AB §EAIO TEMPER `S �. 2(1 _ QV �,..., -. 'A(� f/, = VCFNSF l * ' ', TAtF 0 O�y„ •— ,Y _!s, • ORIDP; •a�23p P.F: T.IPOa-[iSTf.ANbNAiF/nniF a2017 hLTCCO, W0. i�EcofN�. ASSA ■ ■ ■ ■ American Shutter Systems Association, Inc. 4268 WeSLYaaC9 DfiVC West Palm Beach, R 33407 & 20D EASTERN METAL SUPPLY, INC. ERTI A VIM Accordion Shutter S stem y HV. 97.0E gl W/ W W/0 HV. wrmv self TILUT TESTING h ENGINEERING COMPANY 6Jss xP. Jen 5<, s.. Jab KRC.'M RNDaa. noFOe m5 Pro,,,.: (105100)I-Ism. F. L O)VI-tul �- me`ile .ten, FIO�n Lk, f MI6) . 1 1 00 Is -ohs 7/27 1 DUE 07/27/17 a s DRAY/INC No 77_107 c.,��+ s H.t7 HV CENTERMATE FOR USE W/ NV BLADE(D6c 6063-T6 ALLOY AND TEMPER :.>y� __ter »•o• : Pwl R rw]m ELbnroN LOCKER FOR "T" LOCK CENTERMAT QUALIFIED FOR USE W/ W BLADE IOONLY 6C63-76 ALLOY AND TEMPER 1.91 aal � `a RD CENTER w G OUAUFIEO FOR USE YI/ W BUDS 1 & A 6063-T6 ALLOY AND TEMPER LOCKING RODL, QUALIFIED FOR USE W/ W BLADE 6063-76 ALLOY AND TEMPO a• ] 6' 662� 9 BY MALE h " " " C OUAUFIED FOR USE W/ HV BLADE f ONLY 6063-T6 ALLOY 4ND TEMPER IE 6063-TO / LI]a• HV 3/8"0-16 A( 3181 6- Z� QUALIFIED FOR USE Vy NV BLADE 1 & 1� $063-T6 ALLOY ND TEMPER �j1��tt/Y ' J Llla•o 20 AICI 304 5 RIRI THUMBS�R S QUALIFIED FOR USE W/ NV BLADE Q 02017 DLRCD,I IL ECOtNc. TF �I TILLN TESTING & ENGINEE 6U5 NVL JtR 54 5l� ]W. \MG`fA ! �� IMeve ; (3as7an-n36 . Po. ruTw .t 1¢ 1,, P.E. ELORg4 I:z... 1 4067 NV EGRESS LOCK OUALFIED FOR USE VI/ NV BLADEQ& ice' ONLY. 316• n 16" M m6 N AFTER RIYEID BEFORE RNc ING 1Z4"0-20 RIVNUT* LJPJ.-n ALLar) U E M w M As 4Vw c,u*to w'v,, eNJ. Mr AMC, 0] w [OUIL RNATIVE LOCK FO USE 1Y/ NV 3E 1 ONLY. Oe]Y Ws .Iss- No. *ir (R HD LOCK ST RECENT HARDWARE MORRSE LOCKS SERIES 033 NOOK BOLT LOCK. OUAUFIED FOR USE W/ NV BLADE Q) & S A..S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beech, FL 33407 Accordion Shutter N.V. RACE g1 W/ OR W/O RV. wNE AVANG No 17-10 i SHUTTER ASSEMBLY SCHEDULE FOR HV HV 1Q HV BLADE i ® HV BLADE to ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING 4� HV NYLON HAT WASHER ® HV WHEEL CARRIAGE A1SI 302-303 SERIES 0.870'K3/16' THICK NYLON WHEEL 0188% A1SI 302 SERIES S.S. RIVETS HV 1 3/4' ACCORDION PIN IV/ 98 HEAD ie ® I w 2 3/4" ACCORDION PIN W/ ®8 HEAD ie ® POLYCARBONATE IMPACT RESISTANT HV WINDOW �(1) HV PIN © SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR HV (9 BLADE. - TYPICAL SHUTTER ASSEMBLY M..5. (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV D cmxs• BLADE WHEN CORRESPONDING TO INSTALLATION 'I1', SHEET 7. (3) HV PIN ® OR © W/ 1/2' O.D. 1/i6" THICK S.S. WASHER Tor 0 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. SHEET WHEEL CARRIAGE DETAIL EXTERIOR DOR I D I: i EXTERIOR NV PIN ® OR AT EK IOR BIACC'S KNUCKLE, t (SET NOTE A FOR REONREMENTS) ASSEMBLY LAYOUT F.I.a 02017 TILTEO3, WC, TILUT TESTING & ENGINEERING COMPANY 613! Ra J SL, AP .% .. aAta R u Pt.On! : {303)B%LASSO , Fe.: Lm3]eil-frill .-mov ula.eoen<em ® morns nnrtR a 1 is rr. PL tk noK:aA 4067 L.�, .oars• .laxs•I .:& 5125 aE .m25- s Rpm '-x asxs .osxs• ATNE PLASTIC LEXA14 103 NOTE -F- ON SHEET 19). POLYCARBONATE SOURCES FOR >N>�.a�rss siu�orm ID7W.KT Msar ma/mv m � sswz: au rtc n ami mm au!.1W aan A/ . To rowa s,wmix � my Pu exo =,ws .0 pawn 000zvs M4TT asn m smu w wmo w �oas Om •sn m>e :S rt-V. :i rt-o/• awe lash Am men m z ne z .0 v i or svavm a�v cav o-: aAv a-1 vacs Nor cvmox assu oleo :aw Y ew lC*Y ERL{!M Y1a1 .4frOY niY W Pil P+l KGtl Pu N9L S1R33 E'T02 FG:1p¢.V SlY 6b bNl V..1 WO P.A A.S.S.A. American Shutter Systems Association, Inc. 4268 Wastroads D9ve West Palm Beach, FL 33407 BLADE ®1 W/ OR W/O KY. !AWING No 17-107 Alam 7rt t�.'�trl�e,�rs�errasuar�rta�;t• ta�;ran v1 'I O i�u�trurarir�ra•ru'aau�ra'i�rs� m• ©• 7� • VR©.Uj . Tg rA @• ®a 1C3'• TYPICAL n HV BLADE SHUTTER ELEVATION N.T.S. OF CORNER CENTERMATE MAY ALSO BE USED AT ATTACHED AT TOP & MAXIMUM _ft- ONE HV IDCK IS a 'SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANV SPAN V g12 OF SHUTTER SPAY FOR SPARS UP TO WS', AND FOR WST RONS T ANY MAY BE USED AS AN MSIDE OR OUTSIDE LOCK, ATTACHED TOO OR b-10 K 1/2' LONG FLAT HEAD SS: M.S. LOCATION OF LOOT( SHAD. BE AS WOICATEtrOF SHUTTER ELEVATION, Y PURPOSES UP TO TWO HV OF LOCKS TO CENTERU0.1E5 Cg AN GIi SHALL BE USED AT CORNER C RANT SPAN AIDE OR IN HOE LOCK. )4 0-20 A 1/2- LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS '$ F LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. AS PER SCHEDULES SHOWN OM cMFrT 19 I)1 v-mxaY. a.o. InuMU]Cxew TO V, 09 Q3 CENTERNATES SHALL BE MADE W/ 1/P0-20A3/4- ALUM. RNNUT AS SHOWN ON SECTION HVE. SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAR OR TV2O LOCKS AT 1/3 OF SHUTTER SPIN. & MMGA CONDUCTION 03 FOR KFISTDMF MOUNTING INSIrMIATIONS, ONE HV LOCK 6 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12- ASGVE OR BELOW t/2 OF SNUTTEIt SPAN FOR SPANS UP TO Be% AND FOR MSTALLATIO:NS AT ANY ELEVATION. tN LOCK @ Pr 9 or ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHED TO 23 of @ SYMMETRICAL CENTERMATES W/ (2) 1/4--20 K 1/2' LONG FIAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPCAL SHUTTER ELEVATION. USE OF LOCKING RODS W/ �6 OR g TOP AND BOTTOM IS COMPLETELY MANDATORY. *NOTES ON KV wTN LOOKS AND C NT RMAT C• USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE 1/2' LONG S.S. THREADED BOLT W/ 7/8.0 . 3/32' RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12• RODS QS TOP AND BOTOM IS MANDATOR, TIMES ON HO LOCKS & CENT RMAT �S 1. HO U)CK �S WJ ND ¢NTFRMAT6 �t OR"' W/(31 ONE OLTERtATE HD LOOK VA MAYBE USED IN UEU OF HV LOC16'C OR q-0 FOR ANT SP,W AND INSTALLATIONS AT ANY aEYATION. ALTERNATE ND LOCK 8 MY BE USED AS AN WADE OR cum HOCK. ATTACHMEM OF HD LDCK SJ: TO @ IS W/ 3 ID A 3/8• F.H. SS M.S. AND INCLUDES AnNFORCEUENT INSERT 09'B SHOYM ON SEGTONS NEB-NV�AND HDC-NIT,. SHEET 10. LOCK MY BE INSTALLED AT MID TPAN OR 12- MAgNW BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS Le TS DOMPLLTOY OP00, '; ..C.... '� : v sF'•.;�9 s. �•L,. Qf ? Qw ••_A) f'�Q I;Q 02017 DLTECO. WC. ��C p TILLR TESTING & ENGINEERING COMPANY ua Ms. esa. st w. vea ". w ryA.r yn r> : pOSjB)1-1na . m.: (ws)en-1s.Tt - : ML«wameom AM A nwr 1, P.E FLORIDA U[. 1 ..IB) A�S�S�A� American ShuHBF Systems Association. Inc. 4268 Westrocds Dr;Ye West polm Bnoeh. FL 37407 02017 EASTERN METAL SUPPLY. WC. BERTHA H u Accordion Shutter System H.V. MADE #1 W/ OR W/O KV. WINDOW BLADE Ly, pEyYpmllyl yrz pF qw gr: L.c 1 OlD t5-O85 1/D I OAro W/2)/I) -•�ij` ..II•' I� • tS/ NAL 0%, d'I o P e0 Ynr+K//i.'nr ,n a' a s ORAWING No 17-107 — . f PC+UREO—. r-CONCRErz M NaRS FIGURED (SEE SCHEDULE ON POUNCED CONCRETE OR CONCRETE Is= CONCRETE CONCRETE SHEET 1]) PEaVIRED REQUIRED ']/a' SS. RECU'RZ: I. • f• CONCRETE 0.4YHOrB t 17 1 B FOR wT sTE uumw� (I_ Day SN¢l ' •/. CONCRETE ANCHORSCREWS _ (SEE SCNEpULE ON20 (SEC SCNEOtRE aN SHEET 1]) J SHEET 1]) ]• O.C. S• 'r ' 72-1 CO Niel. E I/<'0-?Oa3/a•SS / 1. 1 %2 NC/,C_R2tW5 NUTS Y --_ 19 4USINtI. O.C.C. L D JE 1315 ®5EarOPPON4ba [OR �N ® um. SmMGTW. ro cuswa"j/5�1 .0.0 NN. 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ANCHORS POURED C41:CRER E OR CONCRE1E BLa:K REWIRED Op HV WALL SILL INSTALLATION (SEE SCHEDULE ar uREO coNGUTE SNEET 14) OF HV WALL SILL INSTALLATION OR CONCRETE GLOCK Wq REOOWEC HV / Q WALL SILL INSTA eTION • \ IRATE FaR of 4 FOR M R.f.S14M 1- SNEEi a F0.9 1YPIGL INSTALLATION DETAILS W/ sHUrtER ESIZEVU 2- MOUTTINC. SECnORs CAN CC CON3WE0 • Co. EDLF dSTeNCE (SEE sPECOIUiroNs aN sHEE! I]) • SEE (WIT-M S OF USE mR CURE(9w sNw Is \1/ HV BLADE IN AN W W ANY MAY TO sNa ANY QKTALAMIN. FLORIDA BUIIDING'CODE Non High Velocity Hurricane Zone yyyl `` r`VCENg• '�y$ OM17 XTECO. We (DWI7 EAsrznN MEN, GUPPY. INC. 4 ' A ■S ■S ■A ■ BERTHA HVT, Accordion Shutter System ,. r�Q American Shutter Systems HV. BADE #1 W/ OR W/O HV. WINDOW RAGE TILW TESTING a ENGINEERING COMPANY - , R O.c . oArt wwn er. Fa =- fy1' %1.4•.. (ORIOP j' A4 .r -T aTp MM U• St. 9.. yC. w5xw Raaaa. rLLMa1 oeln Association. 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TILUT TESTING & ENGINEERING COMPANY 0.U! xn. 56u. SL. 44. .tPi W¢4aa WF4'JS,NR:A Jlli anwn : 000VI-15w . F. : ISOSWI1-Ill -mea. ntaaocm wu n �5719 Ft. M1ONCA-ue IF Nibl A.S.S.A. AMBEiCO4 SIIUflBf $Y9tOR1a AssoclDNoD, Inc. 4268 Westroods Drive Wesl Pnim Beach• FL 33407 02011 E IERN NETAI SIMPLY. INC. B RTN Accordion Shutter System " xv. I3JDE: µt w/ aR w/4 H:v, vnroav annE �f.'••„ Q �''�@,, ry, x wscxmnox nett owml Le I 0'.D 15-oes mn WiE a7/z1/17 (: �aNALeENV\IIIj1 or CFAI /q,Pw 11DP /11d1G a x DRAWING No _ 17-1 DI PO 0 CONCRETE OR 'i >—PWREO CONCRETE POURED COI.LR REO CONCRETE CONCRETE BLOCK WA11 OR CONCRETE ! OR CCN'CREIE OR CONCRETE f • REWIRED - BLOCK WALL REOURW , BLOC( WALL REQUIRED BLOCN WA1.1, REa.PRED }OIs•OC. �:-EGSfINC CLASS ;, /—F%tSR�OLA55 `•.. `. CONCRETE NICHOR r� L 1)—'XISUMO GV '- IC,, au vRvgN 1 SYIrNN f I � 56TOEDU� N � 1/16'x3- MAx Ia'r ER 9 mA`9 1 i s To OmuE a+ sfEr Ir / !' I Mu aAE (yE it TCat RUDE(DAVO (eU63 (LOrATC AT I . ON S4Er 19 FOR M. 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I OLD Is-OBs ) 1/17 wro o7/v/17 +s— --p Pncw;(:p vJ071-mw.rm:(ses)ml-lul 4268 Westroaes Drive 2 S7ONAL'LIN o' 1 Wµ W- o at West Pvlm 8cvch, R 33a07 s aRAY�R7NG No�/ D r crn: %Cf.niinii mr ans GLONIM Iq / .ae7 ; 1 / D / MAXIMUM SHUTTER SPAN -L+" OR -L-' (ft). FOR INSTALLATIONS W/ CENTERMATES. @ & ® or or W/ ONE M.V. LOCK ® or @ or or HD LOCK ® W/ NO LOCKING RODS or C2829 VA/ ONE f{T/�D; LOCK 30 IN TWO LOOKNG RODS 35 TOP & 80TTOM MEE IE.ow. •5E Kaa ti fo W A -1 i< ;=d wsTA TQHIs 0 WALL YWMMc NO'JROOR/COUHONIIN C L• w L-w LI w L-w 30 OR LM 16'-0' I I6'-0' I6-0' I 16'-0" 35 la'-10' I 14'-10' 15.72' I6'-0" 40 13-10' 14'-2' t5'-2' 45 13'-1' 13'-t' t]'-e W-3- 50 12'-5' 1 12'-5' 12'-r 13'-7- 55 W-10' I W-Hr 12'-T- 12'-11- 60 11'-4• 11'-4- 11'-7- 12'-4- 65 ID' -ID' Ur-10' 11-1' 11'-11• 70 10'-6` 1V-9' 11'-5" 751t'-1' 80 e'-0" W-9• 9'-2" 9'-t0- 100 6'-9 105 e'->' >'-I1'I W-4 115 8'-Y r-3'e'-u'120 W-V W-11'B'-9'125 T_- 6'B'B'-5'130 7'-9' 6-5" s'-I- 135 >->' 62-7'-9'140 r-5' S'-11'7'-6"145 r-3' V-9"7'-3'150 )-2' W-Y7'-0'ISE T-0' 5'-5"6'-9" ISO S.-II. 5'-2' T-I" 6'-r 165 6'-10' S'-1' 7'-0' V-4- 170 6'-2' 175 6'-0" ISO 6'-6' 4'-e' 6'-8' S-; 0" 185 6'-5' 4'-6" 6'-r 5'-8" 190 6'-4' <'-5' 6'-6' 195 6'-Y 4'-3- 6'-5" 5'-5' 200 6'-r 4'-2` V-4' S'-Y 205 s•-1' a'-1' 8'-3' S'-1' MAXIMUM SHUTTER SPAN* 'L+' OR 'L-' (It.) FOR NO LOCKING RODS (SEE NOTES t, tt) ROWCOLINO MOloawO AXIMUM SHUTTER SPAN* "L+' R 'L-' (fL) INSTALLATIONS W & W/ ONE HV LOCKS OR V// NO LOCKING ODS (VAUO FOR MWNTIN00 SHEET 7) WypM CONCRETE ♦Sn 06u' HQR 1 TIOHS P'uwo fA4.4 7ocaAcmlvGuourmx6 � 1•m-) RL o 9 w 1011l w 30 IV-0' 16'-0` JS ID' -2" t6'-10' 40 14'-2' 15'-2" 45 TS'-4• W-3- SO 12'-3' 55 ❑'-I' tt'-tY W 10'-r 65 9'-5' 70 B'-9` 9-4' 75 W-9` 'NerA A � •1E!'E� CONCRETE & MANSORY WOOD SMALL A. B. C. D. E. M. N, 0. P, 0. MOUNTING F. K &. L R, S, & V. FLOOR/CEWNG MOUNTING G. H. I, II• J T. U. W & X & M O UAIOMUM SHUTTER SPAN 'L+' OR -L-• FOR LUSTAUATIONS WO W000 S: Pt1 BE UMTED TO 105 "1. ASO. DESIGN PRESSURE WIND. t W CORNER CWMMATE 83 IMY BE USED AT ALL MOUNTING INSTALIATIONS. LOCKMG SPECINGTIO.NS SHALL BE AS MDCXTED ON MMIDATORY CONDITION 12 NOTE /5. SHEET 5. tt EXCEPT THAT IW ULM SNRLn V94 'L+' OR 'L-' " MAXIMtM AS.m DESRC PRESSURE FIXTINS T1)R METNuxn1V6 INTO COHOPE E OR CONCRETE RLOOI S BE ULTEO AS FQL M 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64._72 o.s.f. AND 8'-W SPAN, SEE MOUNTING@ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS i THRU 3 1" 0 HV BLADE FLOMM Bt O2at7 m1Tw. we IL EC01wa. A.S.SLA■ TILUT TESTING & ENGINEERING COMPANY American Shutter Systems wss x+. MA 54 v. As, vacs wa>¢ noa44 yI Association, Inc. Pew : (2m)97I-155o . Fa.: (MS)37I-T53I 4268 Weslr000s Drive e'°aT rn.cEoml«w n!-OW6T9 Wes( Palm 8eoah, FL 33407 wUDRX R PXI. Ik. 1 N167 (1) L+: MAXMUM ALLO'NABLE SPAN FOR A GPIE>4 P05NNE ASO. DESIGN PRESSURE RATING. 1.-: MAX. AU.ONA6LE SPAN FOR A GMEN NEGIM71E ASO. OESIGH PRESSURE RATING. (2) PROCEDURE TO DETEAMINE MMOMUM SPAN FOR W41. MOUNTINGS (TOP/BORCM) OR FLOOR/CEUNG GMN A POSIOVE ASO. OMER PRESSURE RATING. DETERMINE MAXUaUM SPAN "L+' FROM SCHEDULE - GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING. DETERMNE MAXMUM SPAN 1 'FROM SCHEDULE. RNAL MAXIMUM ALLOWABLE SPAN IS EOM TO THE MINTWM DEMOMUEO SPAN BETWEEN 'L.- AND "L--- (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS I.A BETWEEN WALL MOUNTINGS W/ FLOOR/CEUHG MOUNTNGS: FOR A GIVEN POSITNE ASD. DESIGN PRESSURE RATING: L1+- . U+- MAX. SPAN FOR WALL MOUNTING CUNJI AnONS. Lz+= IATIO SPAN FOR RODR/CEIUNG MOUNTING INSTAtunoNs FOR A GNEN NEGATVE AS.O. DESIGN PRESSURE MI NG. DETERMINE: LI-- MAX. SPAN FOR WALL MWND®G INSTALLATIONS. U-- MAY. SPAN FOR FLOOR/COUNO MOUNTING MSTAUARONS. FINAL MAXIMUM AVOWABLE SPAN IS EOUAL TO THE MUM" SEI VEEN %W, 'U". 'L,- AND 'U RV. BLADE p1 Wr OR YAH FINAL MAXMUM : &S.D. OESIGH E MAXIMUM ANCHOR MINING No 17-107 4'-0' I (g)WALL WALL SILL MOUNTING I GOCEIMNG MOUNTING i ..n FLOOR ®Qsio MOM MEN 01WOrl MEMS YYYYii moII INQN wl vo E �QQQQ�� ®oQQaQo ��sQvo wr. [t•P 141, - I Il 8 SA 4�'D JS I 14 C5 > B NI 1. ANCHORS TO SUBSTRATE SYU,. BE M HOLLOWS: PC I SEE MXR p VK FOP tvIK�ON seET 1n oid���'oinao)Qo O uR tr' V a • E._ l A L 1 tr RUNISONR; �Q®�Q1000 oEeaaa�r�oEaQaQQ nQQ Q QQ�® aQ®®E� OQQ cxoQa CmQQQ Lm(u®QQQp Q��OOOdQQ �ooQQQQQ sis= I.TW: B I OM. (NAP. r. - 3 I ) LATI COMPANY, (UP. r.. 3 IPD (Uk rc . 2 k9) SCREW. BOLT & SPECM N MUTTER SYBTEMs AssoovoToN. NC ANCHORS 6 1 3/t', µ0 FOR BLUE TO W/ CAP ANCHORS IS 1 1/2'. µCEO TNRFADFORM TECHNOLOGY ANCIIOR9 ANC wpm. Al) WIOMUM MOMENT W 1/4-0 0 3/4- ALL POINIS SOLO-M µCHOPS S BE T/B' OITO ME POUAm 00.YCREEE. No EMBEDUEM INTO SHCCO SHALL BE PONAMUL I/4.0-2o SS. W RINE SCREN USED s BE 1 1/2' LONG PRIMP,SHOULD ME,, CXIOT AND I' Ylwuuu FOR WALLS WITH NO, STUCCO. A,3) IN CASE THAT PRECAST STONE, PRECAST CCHNREIE PµEL5. PAVERS ON a" VENEER BE FOUND ,N THE CGSTHC WALL OR S LOFLOOR, ANCHORS BE NG MOM" To REACH THE MR SIRJGIURE SCHWO SAD WNL MRP`ES µCHORALE s BE AS INDCNED ON NOTES AI) & AE FO 2) ABOVE BETA LTIRM ON NML SONG OR M MATH OR WITHOUT Wert STUDS CONSULT THR MCI% FOR mAAIAWON INTO DFs WHICH VIAL ME, SEE SHEET 2D. (0) TO CNSTINO CONCRETE BLODO MSIM C-90) - 1/4'0 TAPECN OR TNCON WNH AWANEEO INT"PeRM LECNIIOtWY ANCHORS, AS NANUFACHRED BY LT.W. BLRIDEIE. 1/40 A 3/4' ALL p01N15 SOUC-ST µC"M- AS C51I8EUIm BY Al PEROT SCREW, BOLT & SPECKTY COVPPNY. - t/4'0 Met TV CONCRETE ANCNOHS W/ CAP A5 M YACTURFD BY MOROA FASTENERS DRET. INC. - 1/4.0 TAPPER4 µ[HORS AS P"He CTURCD BY POWERS FABROOM , mC, µo ITMRBLRUT BY Al POmTS SCREW, BOLT & SPVcAuT EONPPNY OR ANY OTHER APPROVED LCMCM OR AMHO@IFD MOOR BECIiIENED WCH THE µERIWI SHUTTER SYSTEMS ASSOCWTION, INC. NOTES BI) MINIMUM EMBEDMENT IMO CgiCRTE. BLGC< Of TOCON, BLUE TO W/ CAP ANCHOR, AN, TAPPER+ µ[HORS R 1 1/4 µO TAPCON NITTA A0VN%bM THREADFORM TECHNOLOGY ANCHORS IS 1', 83) NmwuM ENKCNENF.OF 1/4'0 K 3/4' ALL MMS WLD-ST ANCHORS S,P,, BE VITRIOL, MOSCOW INTO THE CONCRETE BLOOL NO MOMMETO INTO STUCCO SHALL BE PERMITTED_ I/4' 0-20 S8 PVCHME SORER I, M SHAL of 1 1/2- LONO WNMNM SHOULD Meeo ILCV. AND 1' NIN1RM FOR WALLS WITH No STUCCO. 8.3) IN CASE THAT PRECAT SMI PRECAST CONCRETE PANELS, POWERS OR ANY VENT, BE FOUNO ON THE ORTON, WALL OR MOM, ANCHORS sl A BE LONG ENOUGH TO RDW THE MAN STRLC JRE BEHIND SNO WALL M TEHES ANCHORAGE SHALL a A5 INDCATED 04 NOTES &I) & 8.2) AeDYE.. MR.INEL 3.TIONS ON Yari 50NG OR on Yr1TN OR.WTHOUT Ma,,,SLUCO CONSULT THE MNEER FOR INCHA ARON INTO ERS YAT1/ METAL SHOE SEE SHELT 20. 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