Loading...
HomeMy WebLinkAboutPRODUCT APPROVAL1/4/2018 Florida Building Code Online l r�I l t: n � r ���� "� �I � • r �I? • A A � P 1 " BCIS Home I Log In User Registration Hot Top[¢ Submit Surcharge I Stats & Facts Publications Pic Stall acts site Map links search db aa 111���r ,, `■ i t�� Product Approval pCN.•.YI �"�, USER: Public User SCANNED teaBY^ Product Approval Menu > Product or Application Search > Application Ust St. Lucie ` nt imi, Search Criteria Refine Search Code Version 2017 F - q,,yw�as�p P 389Application Type Product ManufaFILE 1`,•t� - ®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 Impact Resistant ALL Design Pressure Other ALL Search Results - Aoolications ALL ALL FL# Type 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 uuPR. Approvals by DBPR shall be. reviewed and ratified by Me POC and/or Me commission if necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee IT 32399 phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida :: Privary Statement :: Aocessibility 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 -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by trsditional mall. If you have any questions, please comact 850.487.139S. *Pursuant to section 4S5.275(1), Florida statutes, effective October 1, 2012, licensees licensed under chapter 455, F.S. must Previte the Department with an email address if they have one. The emails provided may be used For official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to Me public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: MW 0 ® =- M Credit Card Safe https://floridabuilding.org/prlpr_app_lst.aspx 1/1 1. BERHA N.V. ACCORDON SHUTER SYSTEM, GROWN ONO TARS PRODUCT EL'ALVATM pSEGMENT, (P.E.D.) HAS BEEN MICUTTED FOR WMPUµCE IN AACOROµCE WITH THE 2DI7 (6N EDIININ) 0: THE ROWDA BV6AINC DOTE MS AGCGRGIGN SHUTTER SYSTEM SHALL HOT BE 4Y50ILIED AT HIGH VELOC HURRICANE 20MM BESIGN WIND L S SI1N1 BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE FOR A see WIND SPEED REWIRED BY THE JURISThCTION WHERE SNIPER WILL BE WSILLED WTTH A OWECTIONALRY FAGWR N6W.85. MOO Ma 7-to MO SHALL NOT FIICEED THE MAXIUWA MSG) DESIGN PRESSURE RATINGS WDC ECGG GO SHEM 11 THRU 15. 19 & 20. IN ORDER TO VMFY WE MOVE CONGTON, ULTI UTE DESIGN WHO LDADS. DETERMINED PER ASCE 7-10 SHALL M FIRST REDUCED To AMO. DESIGN MOD IMPS BY MULTPL11N0 WEN GO 0.6 IN OROERTO COUPME THESE W/ NAX. (AST) DESIGN PRESSURE RAIWGS INDICAEV ON SHEETS 11 TIWU 16. 19 & 20. M MINTER TO VEAGY THAT COMPONENTS AND ANCHORS ON THIS PEA., AS TESTED. WERE NOT DIEli STRESSED. A y S INCREASE IN ALLOWAWE STRESS FLAX WIND 1OF05 WAS CAI USED IN IHER AMALYSS. HOMACM. A WIND WRADON FACTOR C0�1.60 WAS USED FOR VBITeATION OF fASIENEAS W WOCD. BERTHA ITV. ACCORDION GRIMM SYSITM'S ADEQUACY FOR WINO µD LANCE IJSGRE tIM r LOAD HAS BEEN VERIFIED N ACCORD4VCE WRH MOGM 1609.1.2 OF 111E µODE MENTIONED CODE M PFR AIL REPORIS -NA OLMX O• 10214,01-03. 10715.01-03. 11004A1-09. 11214.01-05, 10117.02-06. 1060.01-10 AND 10210A1-I1 AS PER TAS-201, TAS-202 µ0 TAS-203 PROTOCOLS µO Mw E-Igoe AND C-1996 GTµDURDS (MISSILE LEVEL D. MOD ZONES 1, 2 & 3) & 1122D.01-10 AS PER TAS "I. 203 & 203 PROTOCOLS TM,E MISSILE. _W Mcce WAGE O 10SOSAi-ce M PER MTU E-loge MIT E-1996 (URE LE LEVEL D, WIND CENTS 1, 2. 3) BASIC PROTECTION ONLY MD / D725.01-88 M PER TAe 2G2 PROTOCOL I. W SLADEOMD HIM WINDOW BLADE ® ARE ENGINEERED TO WORTH IN MHSM WIM EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INO'EMP, ON SHEET 19 3. BERTHA N.V. ACCORDION PINS (NV SCREWS). USED AT BLADES IMUCILE AND FOR WUECT MOM CONNECTION To TRUCKS GRIME GE 11411.75' AND 114x1.75' RESPECTIVELY. 410-HT MINIMUM SERIES SE STUNI.E$S STEEL SCREY5 WIM 135.E qt WELT SiRFNCW MD I80 Ev TEN56E STRENGW. PUS SHALL BE COATED MOM GERIIU W DACROSREID GOM O SYSTEM AS IAWUFACNREO CM1WG MPlICATOPS PEGSTERED WITH µERIWI SHUTTER SYSIEuS ASSOCIATION. RHS MUST BEAR WE NV UMHUR ON THOR NEAR. BY MPRWED 4. ALL PLUMMUI EXTRUSIONS ShM GE A1GMINUM ASSOCIOON ALLOY ACID TEMPER AS INDICATED ON SHEETS 2 AND 3. WWWM WELD WttENUM FOR 6063-T6 NLOY IS 30.0 w MO 3S7 W FOR 6005-15 ALLOY. 5. ALL SCREWS TO BE STUNLFSS SIFEL 304 OR 316 AS SINES OR CORROSION NEGTVMM COATED VRBW Gm L AS PER ON 50018 WIM US ILA MIN. WELD SIMR'GM Ma 90 W MIN. TENSILE SIRENOW AND SHALL COMPLY W/ FLORIDA BUILDING COCE SECTOR 2411.33A. G BOUTS TO BE ASTM A-30) GM.VMDED STEEL OR AG W4 OR 316 SERIES STUNLFSG STEEL VINN 35 Nu MINIMUM YIELD M,MM. 7. SEE WE FOLLOWING SHEETS FOR ANCHOR SPECHOOZIONS: W SUME 0 : 12.13.14.15 AND 20 W WADE OQ & o WORMING W UNISON: 12. 13 & 15 B. OVENMU�YMy'ACCORDION SHUTTER SYSTEM BEARS A US. PATENT 16779.582 COMPONENTS OF NWS APRT &ARE COERED. IN "ME OR IN PART BY US. PATENT 05-458.179 SSAM TO EASTERN IT. IT $MILL BE THE RESPONSIBIMIY OF THE LONIRMTOR TO t"OFTO THE SOUNDNESS OF WE STRUCTURE THERE SNUFFER IS TO BE AT MCIED 10 INSURE PROPER ANCHORAGE. CONTMCTOR TO SFl1/LIUL, ALL SHUTTER COMPONENT EGGES Wi4CH RETWN. THRV TAGTENWO IN CONTIXUGUS CON7ACI WITH THE Geologic TO PREVENT VMQ/RAM tHIRMIL To. EACH UNIT MUST BEAR FERMENT IABEL IN A VISIBLE PLACE WITH WARNING NOTE: WRING PERLWS OF HURRGME WARNINGS HOME OWNER. TIME OR OTHERS MUST PROPERLY CLOSE ALL HY AND No CENTFRNAlFS AND ENGAGE OR LDCN ALL NO, AIN No, LOCHS. 11. SHUTTER NARFACNF4A'S LABEL SHALL BE LOCAED ON A REAOOY WA6lE LOCUTTO AT ACCORDION SH,,M IN ALWROMCE W1M SM,,M 1709.9.3 OF FLARIGM BNLDWG MOE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WTM SECTION 1709.9.2 OF ENE FLORIDA M,,,, CODE 12. con"I N.V. ACGORWON SOURTER SYS T"S INSIALARON SNUL COMFLY WAIN SPEGS INDIOOM IN THIS DIKING PLUS AM BUI DING AND ZONING REGULATIONS PROWGEO BY WE JM,,MTM WHERE M PERMIT IS PUED TE. 13. (a) THIS P.E.O. PREPMEG W Us ENGINEER IS GENERM AND USES TIM PROODE WFORMMON FOR A SITE SPECIFIC PROJECT: la. WHERE WE SITE CONDDGNS Dflb.TE FROM THE P.E.B. (6) CONTRACTOR TO BE RESPONSIBLE FOR WE SELECTION. PURCHASE MO INSTALMON INCLUDING DUE SAFETY OF TWS PRODUCT, &SEE ON TI, P.ED., MOORE,, HE/SHE GOES NOT DENAIE FROM AFETY WE CONOIIION9 SCOUTED ON MIS DOCUMENT CWSTRUCIION SAi SITE IS THE CONTRACTOR'S RESOVABUry. (P) We P.E.D. WILL BE wNS:DERED INVAW F ALTERED ev AW MEANS. (4) SITE SPEGFIC PROTECTS St 1 BE PREPARED BY A FLORIDA REGISTERED ONCINEER OR MSIIMI MOO WILL BECOME THE ENGNEBi OF RECORD (EO.R.) TOR THE PROJECT AND WHO WAL BE RCSPONSIBLE FOR WE PROPER USE OF THE PEA. ENGINEER OF RECORD, ACDW AS A DELEGATED ENGINEER TO THE RED. ENGINEER SHALL SUBMIT M TITS LATTER WE SITE SPEC r, DUM,,S FOR REVIEW. (e) ORIGINAL P.EO. SHALL BEAR WE DATE AND ORIGINAL GEN. AND SIGNATIlRE OF THE PROFESSIMM, ENGINEER OF RECORD THAT PREPARED R. OMIT Tama, WC. •q' "�b 1Alc 6F% • *� TILLR TESTING & ENGINEERING COMPANY Y ''• ` AM ws xW. 3aR. R, MI. .m. WRs u rvmao. nPan A /CA ••.. R • �Y,MMY Pnen:: (sos)0>I--r.1 IMcv04m4' 3E6)6)1_1E31 ss/THANE M,1 OR A mui 1. PE P.E S`FAtfStF,}VAYURE/DATE FLORA Lit. E 44167 TABLE OF CONTENTS GENERAL NOTES SHEET I SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 "CAL SHUTTER ASSEMBLY 36-44 SHEET 4 TYPICAL WINDOW BLADE & WINDOW DETAIL, AREA 21 HV BLADE (D AND : V L NDOW B AOF 6A WHERE PP LC.AR1 E) TYPICAL SHVRER EIEVATION & NOTES ON LGGI6 SHEET 5 INSTALLATION DETAILS A-F. COYCRETE/BEOP( SHEET 6 INSTALLATION DEFNLS G-M, CONCREYMOCK SHEET C'ENTERLHAM DETAILS NY SHEET B CENTERMAIE ALTERNATING DETAILS W SHEET 9 END CONNECTOR DETAILS 1-6. MRMEW/6LOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & GLGCK SHEET 14 ANCHOR SCNEILLE- MOOD SHEET 15 TSTAWDON DETAILS M-R. WOOD SHEET 16 INSTALLATION DETAILS S-X, WOOD SHEET 17 ENO CONNECTION DETAILS 7-12 & X. WOOD AREA 31 HV WINDOW BLADE (fA) SHEET IB QN1 Y TYPICAL EMITTER ELEVATION SHEET 19 AREA 41 HV WINDOW MADE(l)ONLY INSTALLATION DETAILS, METAL SW 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 West,00ds Drive West Palm Beach, FL 33407 KV. BLAZE ®1 W/ OR W/0 HV. ACING No 17-107 CHV SOLID BLADE COVERED UNDER US PATENT 8 5458179 OF USE OF BLADE¢g-ON SHEET 19 QUALIFIED FOR USE W/ 5N q A03 — 083" r <1. 6ro 1.6e6- 11 HV CEILING HEADER 0 flE0 FOR USE W/ HV BLADE(I)ONLY. SEE SECRO IS FOR VAUD 6063-T6 ALLOY AND TEMPER ire % MN Y ALY 1 • 1• .C83 U SIDE ANGLES OTlllFlED FOR USE W/ HV BLADE m O i OA .' M ' ♦ 165- I 3�HV UNIV R A DATER QUALIFIED FOR USE W/ HV BLAO-c(D 6005-TS ALLOY AND TEMPER 1� HV HEADER/SILL OUALIFIED FOR USE IV A HV BLAsDEOONL 6063-T6 ALLO%Y AND TEMPS l ALUMINUM ANGLES QUALIFIED FO$ USE 1V/ W BLADE i ONLY. 6063-T6 ALLOY AND TEMPER ®HV DIRECT MOUNT OVALInEO FOR USE VI HY BUOE T , 6061-i6 aLLOY AND TENPEa CHV WALK —OVER TRACK OUAUFlED FOR USE R/ HV B ADE i 606]-T6 ALlOY D TEMPER MYPaNUn ♦ e TI n 2• 5" MAX I/6• 1/6• 2• 5•MAILi DIV. 0.192' 19 2.5" T Vol 0A90" I-Oj 0• ' 2" 5• MM.1 D139• 10.131• G)HV 9 18(r ,STARTER OUAUFIED OR USE W/ HV BLADE 6063-76 ALLOY AND TEMPER o" 891• Zs2o2 g 1 CHV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE n ONLY. C HV RAINGUARD OUAUFIED FOR U.FE W/ HV 6063-T6 LLOY A(T1I)D TEMPER III wvG..w rl�/��- e2011 rytECp, WC. 02017 F/ST- N NO& SVPPLY, INC. ;TT=`410ENSF•,✓yi BERTHA VTM ��- A.S.S.AE. Accordion Shutter System / '�J ��� ' American ShNHer $j'S}OBIS HV. Hag 81 W/ OR W/0 HV. WN CIN BADE TILUT , x ozzrnmlox DATE pµxx W LG * � TATj OF TESTING & ENGINEERING COMPANY s N� xa w. c•a Association, Inc. I OLD 15-065 T 2) 1 Wrt 01/27/17 X— ; k ww , npy y:e ft.: fWNOY,-' W , r..: (3M)8)I-15n 4268 Westroods Drive s a DRA1'ANO Na 17-107 t�sz •• ORIDP; A. 16%I '- 1s/01ryee11 '^^* Im=o=d. Ee-aooe)19 wurtR West Palm Beach, FL 33407 . s {{vp; J1I P F:Z l •/�fr.T�Lnz /n.w A MUT A:. P.E. ft R Lk. /MIST �, ,�,.., J HV CENTERM!EuP� FOR USE IN/ W B�2 D F FLOATING E 6063-T6 ALLOY AND Q EO FOR USE YI/ HV E 6063-TG ALLOY AND 1 Z nAN � moor LLLVATATY I OCKER FOR "T" LOCK GENTERMAT QUALIFIED FOR USE YI/ ILV BEADS t ONLY OUAUFIED FOR USE W/ Hy BLADE IQONLY 6063-T6 AUAY ANO TEMPER 6063-76 ALLOY AND TEMPER L6:7 i 31t- �gg R„ 4 HQ GENTERMATE W/ N C A.�G O 3i QUALIFIED FOR USE Y// W BLADE i & VA 6063-TG ALLOY AND TEMPER ® LOCKING RODA QUALIFIED FOR USE W/ W BLADED 6063-T6 ALLOY AND TEMPER �MSTALLLTION WILL REOUIRE A 7/16 6063-TG /11 J 16'- HV 3/6"0-16 Af 3T QUALIFIED FOR USE W W BLADE& g AN 6063-TS ALLOY D TEMPER 31/2' 0 AI I 304 5ERI S�UMBS R� CUA NitO FOR USE YI/ PW BIACE 1Q aTOI7 mrEcO, we 1L ECOtNO. TF ;I TIWT TESTING & ENGINEERING COMPANY OJS1 MY. N0. 5y SY. -0M. g4vA µp95, D Wy. ,y C p PM".: Lw3>Bn-Is36 . Fc.: t30s)671-Is]I Alm 4 ALUT p. P.E. OUAUFIEO F�O0R USE W/ WBLADEv& (B ONLY. SIB - MO' AFTER RNERYO OEfORF RNTNO 1/4"0-20 RIVNUT* ]02a-T] N)GT) u ",6Y MN M. As V ACNRED By A" AY. NEW .NRSCY 0"14 M RNAnVE LOCK FO USE W/ NV E I ONLY. ® HD LOCK BY ROM NAROWARE MOROSE LOCHS SERES 2333 HOOK EMT LOCK. QUALIFIED FOR USE 1'// W BLAOEO1 & A.S.S.A. American Shutter Systems Association, Inc. 4268 WestEDOds Drive West Palm Beach, FL 33407 Accordion Shutter System RV. BLADE #1 W/ OR W/0 KV. W1N]OI7 HARE . M BCXMPIIOM 011[ BRAN BY: LG OLO I6-O86 /])/I o+rE: W/Z7/t7 ] DRAWING No 17-107 SHUTTER ASSEMBLY SCHEDULE FOR HV HV ( HV BLADE 1 ® HV BLADE /A HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING HV NYLON HAT WASHER © 14V WHEEL CARRIAGE ALSI 302-303 SERIES 0.870%3/I6' THICK NYLON WHEEL. 0.188*0 AISI 302 SERIES S.S. RIVETS 4® HV 1 3/4- ACCORDION PIN IY/ #8 HEAD ® IN 2 3/4' ACCORDION PIN W/ ®8 HEAD 'f ® POLYCARSONATE IMPACT RESISTANT HV WINDOW kRlw QUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR (1) HV PIN © SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV� OR HV ®BU1DE. rypICAL SHUTTER ASSEMBLY N. S. (2) HV PIN @ MAY BE USED IN UEU OF � AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV iQ Po.32f' BLADE WHEN CORRESPONDING TO INSTALLATION '11'. SHEET 7. Z. (3) HV PIN © OR © W/ 1/2' O.D. 1/I6" THICK S.S. WASHER TVP 0 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 'e> SHEET EXTERIOR N.T.S. i v 1 I�1ly. ::/ I OOR ® �� l �i OOR ® j EXTERIOR HR PIN © OR �AT EET aR euoE'S IMUCI(LE.—� 3 (SEE NOTE m mi REMRNEM) 1i ASSEMBLY LAYOUT n.ls 02a17 nLiECO. WC. 1 LT-IE C O TILUT TESTING & ENGINEERING COMPANY evs nm. as s ac In vapa ouwe. PMn. I pW1e>1.1 slo . r9.: t3ssian-1v1 L: 0.L U16> i62 POLYCARBONATE FO 11i'fJLTWRS .mlvSaOEURCES 3AMl® manic Tsu e e0�4 ysvc Dann M1Y1hYdL .sf Pm 6w6 Nd rom[ .mo sm0cln �o6v fAm •.uvn a9m.aw...m asn c)n �Pu .f.v .6 a3pcar umxus f0f om w,mo wi EYmS /SN 9%W t13 f [l6 9 aY aR R SP!vG .Siu Wf 0.I O/.E C-1 C.SS svr ovmx 'a0u mfa Iw6 ♦ uo > tfduffH6 >iv nv 1LK1f SRKTI VIpl .lniF(p. /,5ry fy fJ0} P.LL Leb Pu roast smTa eaw6funafnc rsry ev ew1 Pu af6 w: A.S.S.Am Amerlean Shutter Systems Assoclatfan. Inc. 4268 Westmads Drive West Palm Beach, FL 33407 Accordion Shutter System MADE 81 W/ OR W/O ILV. WNDON MADE tAWINC No 17-107 SEE CON, am SHEE 16 T INFO, IMAM n� �t�,t�tr�rr�rTr��t�w�t�t• tt�T�n � II O � O 2 It{i�Y�i�!•Y7{7a�r�S�Y 'ITV A@I-@- Tw@)w@0.gl TYPICAL 1) HV BLADE SHUTTER ELEVATION N,T,6, L OR N cE 2. OR LOf a�5 BE MA' OF CORNER CENTERMATE NE W LOCK r a SHALL BE USED AT OF SHUTER WAN FOR SPANS UP TO 10 MAY BE USED AS AN INSIDE OR OUTSIDE L . 1/2• LONG FIX HEAD SS. M.S. LOCARR SHUTTER ELEVATION. OF SHUTTER SPAN FOR ANY SPAN D FOR LNST ONS AT ANY1TTACMED TOejOR LOCK SHALL BE AS SICATED^ON UR11Y PURPOSES, UP TO TWO W ION OF LOCKS TO QNTERWIES Q ....- 3UT MAY ___ o _.. ... ._...,... DEVICE ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). M�JRDRY-CONDITION /4 OVE HV LOCK�y SH BE USED AT CORNER f R MIY Spµ OhTN,UTiONs AT RANT UM .XED i0 GS CORNER CENIERNATE Y3/(2) I/4 0-20 v 1/2• LONG MT HIM S.S. MS. PAID, LOCKNG RODS �5 2P h DE OR INSIDE LOCK. BOTTOM SHALL BE USED. LOCATOR F LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, 2UM SNUFFER SPAN SHALL BE DETTRMINm AR PFR c wFnlx re .0 — — .v.. - V..--'. a.R. mo..x.LN IU j OR CENIEBMATES SHALL BE MADE W/ 1/4.0-2013/4- ALUM, RNNUT AS SHOWN ON SECRON HIM SHEET B. ON LOCK SHALL BE USED AT 1/2 OF SHUTTER SPµ OR TWO LOCKS AT 1/3 OF SNORER SPµ. 6. MANDATORY CONDITION /3 MR KFYCIDN[ MOUNTING HISTALAXIONS, ONE W LOCK 6 or 6 Or 0 SHALL BE USED AT T/2 OF SHUTTER SPAN FOR N , WAN OR 12- ABOVE OR BELOW 1/2 OF SHUTTER SPAN MR WARS UP TO 96', AND FOR INSTALLATIONS AT ANY ELEVATION. W LOCK 6 or 0 ei 0 MAY BE USED AS AN INSIOE OR OUTSIDE LOCK, ATTACHED TO Q' w @ SYMMETRICAL CENTERMATES W/ (2) 1/4•-20 A 1/2• LONG FLAT HEM B.S. M.S. LOCATION OF LOCK SHALL BE AS INDCATED DR TPICAL'SHLRTER ELEVgTION. USE OF LOCKING RODS 15 W/ s_a OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. I/2• LONG SS. THRBOLT W/ 7/8.0 . 3/3Y RNNUI, OCK MAY BE 6IDED INSTALLED AT YIDSRAN OR WR005. TOP AND. BOTOM R MµOATORY. *NOTES ON HO KO & CENTERMATES• /� 1. M LOCK M W/ HO QMERMA16 rl OR t11 W/ CIS : ONE N]ERNATE HO LOCK0 MAYBE USED IN LOU OF NV L ug. ON q9 FOR ANV SPAN AND INSTAUA AS: AT AW MUDUTON. ALTERNATE HO LOCK a MAY BE USED AS AN AI OR CURIO LOCI. ATIACHMEHT OF No LOa(Q7� TO ®rs W/ 3 je . 0/e• EM SS.LLS., AND INCLUDES RDISORCEMDR 1NaT.RT AS SHOYM ON SECTIONS NOB-HVS AND HaC-MC, SHEET 10, LON MAY BE INSTALLED AT MNSPAN OR 12• MAKIMUM BELOW OR AS(M MIOSPAN. USE OF LOCHING ROM 65 IS COMPLETELY OPTONAL • • T`- ............. ../- ✓y / �� j * ' �O °•. F •: C2017 �MRDD. AN, �L c TILLIT TESTING G ENGINEERING COMPANY eus N. ,AAA SL, S. `Nk "I'w. a aaa. nwc. ul AA...: T]0lM71-19a . ro.: (NLS)S71-mI .-m®RWso,0 ,.wm WUTn A NILn a, P.L �'aA M`FH167 A.S.S.A. American ShuHer Systems Association, Inc. 4266 Y/es(roaes Ddve Wesl Polm Beach. FL 33407 02017 EASTERN METAL SUPPLY. INC. BER Vm H.V. Accordion Shutter System RUDE #1 W/ CR W/0 HV. WNO0W MADE LY,7-11KsrAvrlox DArt murm ec w, 1 O:b is-o95 /27/1 wm 0727/17 .,,,,•,,,:: •, , G�1.0"I1t • _ 0P/AL f� , P.E. SEALJSVAJIJRE/DATE x a ORA141NC Na 17-107 A ' SHEET W PREO POURED rCONCRCTE rNaxon (SEE SCHEOIRE ON POERED CONCRETE OR CONCRETE BLOCK CONCRETE °R[°aVr SNER ,]) flE0URE0 1/4'P-200/4' SS. RECUPKD 7� • WNCflETE M'CNORS 17 1B f0R WY (ME M3IAmosi aN am >1 CONCRETE ANCHORS MKCFRNE SCREWS .(SEE SCHEDULE ON W/ 1/4--20 HEDUL SCE ON "GET 13) / SHEfl 13) NUTS O 12' O.C. - - ' 12OR 14 Utn 1p'p-20a3/4' SS - " r •�` ij] Y4g1a1E SG€WS USING 1/4 -ZO NUTS - 19 I^CO EO ' (� O 12- E D• ( __ 13 cR 5 I .2w• L D.I. E O O `aPTwNtL F r •O r I I OR NCR. 1 �G'�°5—i O:a660)c® MiY. SEPARATION TO GV35 I 1 SEPTaenom To cuss CulS— (SEE SCHEal"E ON EHEEr 11) S c LE ON SHEET 11) STUB OA ass—, � HV WALL HEADER INSTALLATION HV WALL HEADER INttALLATION + KEYSTON EK61WC To wa NM r r 1 OR &' ! uuL sEPAPATrox ro dAss E%hTxG� —(SEE %xERN r ON SNEET Il) . L °Ea�mMO ,I. 1 urN. upuurroN To CLASS1 `($EL u11EDU:L ON SHm 11 ) aUss r aRm Erw �Wy eAmmA c iss—� ( .� j�.r arnoux r ,/4' Ye . �.al'NDruL O3 eR l8 '~ 19 /2 13 OR __ ' E ED / L - I 0R I4 l\ `WYCRR[ AYCXW! a ___ / E0 1 PN+M1IIP! TRUSS HEAD /.�,� __HE SCREWS U! NG `•J^'18 1 ,'f 1/t'-q0 NUfS O f2' O.C. ' : , `—I YT. CONCRETE MCHOi$ 1/t O-20a]/t' S.S. M TRUSS HEAD MACHNE R TOURED WNCRRE J (`+EE SCHEDULE ON SHEEI IS) I ' M:n. (SEE lGHWULE ON W/ 1/t'-N NU15 6 ,i PWRED WNCREm $MEET 1]) Yt CONCRETE°� SW,CRRC NiCHOR! RDQa1NWC0N°RRE BLOCk HV WALL SILL INSTALLATION —E °N UHED CONCRETE OF HV WALL SILL INSTALLATION ATION sHm'H) OR CONCREEE BLOCK '� WALL REOU.HEG E(� HV WALLSILLINSTALLATION ATION ��u0rz raR Wr/B!NATWn rK �rennxs• I_ SEEyyTET4 E0RTTPKI INSTALLATION DETAILS W/ SURR 2- POURING 2- NY fIN BE CON31NE0 • E. E • CAGE DISTMCE (SEE SPEdnGTI0N4 ON SHEET 13) • SEE WAT w s OF V19 FOR DUDE ®CN SNER Ip C1) H V BLADE WAY SUIT As d ANY W4T TO SUIT /NI' pryTALuigl{ r rEr ' d' 4 A. Tl `' FLORIDA'BUILDING CODE Non High Velocity Hurricor \\sE +' CEN •` '� J sF\., y ; pmn mrzcn. m 02017 EASTERN NRq SUY. IN,, 4 3 ' I N A■S■S■/•�■ RT HA VIM Accordion Shutter Sy FLV. 6WE #t Al OR W/0 NK WINDOW B • Q \} TILLR TESTING a ENGINEERING COMPANY American Shutter $y9}eT3 Association, Inc. Ev. x pEST.amnorl port QRWN sT: (�p10(R:.•_`4„�.�\ e355 x.W !!v. s4 su. 2u! MRpxu r RDws, rwRxv. 331 1 OLD 15-OM 7/27/1 GTO 07, G0 Pnma : (3p.1an-11M . Pm 4268 Westroods OriVe 2 =.S tmF'*w 0 West Palm Beach. FL 33407 DRAY G "j�NALN",1 ..... rn" MM, Anuna. PO 4 7N— P.E.SEAL/SIGNATURE/DATE R0R0A 1 E .187 ! SHEET e g i BETE U4 NORS SCHEOME1ON SHEET 13) 7 —E 0• � 11 ON 13 OR 15 ERSTNG GL.62— I ro GiM OR ROD eat \CG> HV CEILING INSTALLATION I PI I ei I, ' IR 1 OR a[s l� 7.n Nam• EXISDNC 1 1 M OF Sao p 94i U. ' GOES--{ 1VWv. �S� Ej Xip aJ ENST �q Z& 3 mHH I) -� I ' /10a3/a• HEX WASNEN HIM ii ' ✓ � !%' i J/A ,m. J/e vw iFK SCPEWS O IT 0.4 r� LOGE /l. OF C ' 7 CONCRETE ENCNORS 8 l IF (s E SCIIEDUIE ON SHEET 13)EDG I E 0' .'�! l . • PR C BU J f�i E OF J / .i S�tARE O APPLKA%E 1 / p I AFPUCE9LE '„ P • / ER Liia @6lPOURED E �" r ,/ ./. c •' 0 A CONCRETE MT HEM CONCRETE ANCHORS �LyCONCRETE 5 R XEAO CONCRETE A71CH ttI3 G6 REOURED (SEESCHEOIIIX ON SHEET 14) REEUwED u• 4 (SEE saEDDIE ON SHEET la) I1 TRENCH INSTALLATION CI% HV FLOOR INSTALLATION t HV WALK —OVER INSTALI ATION AUO ONLY FOR UP TO ♦70. -75 PSF A.S.O. DESIGN PRESSURE RATING A, FOR SPANS PER SCHEDULE /3, SHEET 11 e' eW ; / I vswm ar EWAr rastuRRTW `r" (ImJ (s>K wa I ,n e 3NW ar@ I; alA°sxEo 'E..D.• sRxT„rrn Imam 3D In- T_ TEK SCREYS I Wn. A.WR ^uNL /143/a• HEX HE t 1 e' //0 12' TEK SCAMS O 9 OC ' )"1"e / t 13/A 1�=/ • f OR 1/4'P-ZO S.S. NS. CONCRETE ANCHORS p % I/ "' O ®14.3/a' SOS ___ I I I i �,t /� ✓ram W/ NOT R S' 04 (SEE SCHEDULE ON IS' 0. C. I uaL 1 USNC I/t e_Fs NYR SKEET -__TASL ___ 17 DR 18 I/2. :1- ( (Lc<DnA is •. ( .i �: .' ^ EWE Cr/ _ �)7 1B '}��\ 1.. 2.00E.a N. ' \ L/I 9CJ/DaC F.H. `v 0.5. Put MIN. 'POVfie C6iaLLTC t '•�.1 1/8--=7-1 7/e' APPUCIHIE �COHCRflE+WCN0R5 \\'SE '• SEE NOTE 13(EJ ��V— RaWy� POURED CONL (£EE SRIEOU{E ON ON SNECT 1 E NOTE I)(e) ��• ,. OR CORCRCTEK OCK SHEET 14) POURED CONCRETE ON SHEET REQUIRED on CONCRETE DUDEK IrnuE coN �D K LO INSTALLATION RROURRED Q KEYSTONE MOUNTING INcTA I ATI19 REORREO © NY_ WALL WALK —OVER INSTAI AL .TION °"x w ^ aaas, PHDaU;ts 9 Www uH@ V.6-T ' V A GUA L 10.E t N� H , t 1Hrs mSTAIUTOY SNLLL RE • E. D. •LOGE mss ON, RNOJET nM I T476ORME0 _ 1- Ew SPELT a FOR MIEN SHUr1ER (SEC SPCCpIGTO!S ON SHELi 13) �' Cr Eul oPERf9tE EEn • ©M sxEEru$ rOft 2-MOUN INSTALLATION DETAILS W/ (D HV BLADE Z- uouMWO SECTIONS CAN DE CION, Ep rN un wAr ro SUR Avv msrALunox. OTT` ER A.7WFLORIDA BUILDING CODE Nan High VelM Hurricane Zone ,`I ,••^ �,\C ENy`�:•.,.✓9 : 020n mTECO. Lw_ QM17 EASTERN UETN, suPPEx mC. 0.4■S■c■ w ■ BENT A H TAI �L ,- a7 Ili Accordion Shutter System "a • NV. BADE q1 W/ OR W/o NV. Wiao7i eA➢E American ShuNer stems ILLR COMPANY TTESTING @ ENGINEERING CST ' Q• \ N O[SCAPROI, Dllf d4Nx 1 Lc ORIOP : ,��_�1` M� J.°. s<. R.. A,,, rP�.. w�ch.. ss, AssoeiotlDn, Inc. I OLD 15-Gas 7!n/1• am D7/v/17 -'� '^••..�..-P Pnm.: (w a)e7T-Isa, ra.; (Jos)en-tut 4268 Westroa03 OYve 2 S/ORALE...... r " " O°0 West Poim Beach. FL 33407 J nRAWNG No e-Ta , 1 P F GrAI /SIn ATI IRF/TIATF / ! .... SEE END WALL CONNF. 0 U T I N CASS INSTALLATIONS W/ 1 HV $ENOEi MLO XG 6b ®,NY «K6©w© ) EASN:G MN /Ll[PturE Nv LOLrf ®ON 91FEr : BLADE W HV CENTERMATES **CEtOERe RS �PUC�,O' nN FILMED pw®w© 70w®w,o •®w 10•®�+©•pn©.©n OR ¢ ND WA 1 ONN TION ©•�•©p°©•O•�w �'IXIS]ING GLASSMAILS ON SHEUMS 10 — f (6G6s-Ta uLor).aan. I 8 8 w 9 15 J t/s` 7• 6 1/2' KNctE w/E]) tH•a nvmv ,/2• w®.® T• u2 ra caKRErz ET Y (°)t,o.,n'.z ro°nreE nO,J/°• sNs O tr TER TES CENTERMATES Ar EI61 unL lrrr) O.a hE tENCw. W V LOC Or ---Ir— N� . vu+wrroN 1 W/ HV LOCK or * so \ 5 ( 35 * IN 3 * 3 ONO: sN�'EEi 1, 5 OUT a•®w© Ow© �w HV w �B ®w HVC w® Ow0 O E Uc GILIw 7 w 8 10 3 n % POUR- O':CPE]E OR CL,mNc '�°1�•®wO°®ei' iD �50'®'�w �_ / SO` ED6LOIX WNI • n s• I 5J wss 1(n SYwfM TIN ®.�•®n� O®®�usEPaNanoN 5 `� I L°"s"" -`' J CENTERMATES roc�ss '—r--------�� b v DC * �� Bwl Bn8• (SEE SMFDULC MM. 4'UtATION IMEFWR) ®•�w®9•®n�•® ON SKEET 31) (SEE w,E I N OPTIONAL \ w ®• ® + ON SNM 11) (PREROR) OUT ------ --------------------- CONCRETE 1— - - - IN ONCR O6 i 16. O.C. 3 vePlEs � 9a NAL SUCK 067T i5 (IXICWOR) HVE �l HVF** HVD,, FLORVA BUILDING CODE Non High Velocity Hurricane Zone' 11 �P: •••• .... ••• 0201r MTECU• Kk. 0201Y EASMN NETN. SUPPLY. INC. �L� C- A*S*S`*A* Accordion Shutter System NV. BUDE ®1 W/ CR W/O NV. WN OW aADE ` American Shutter S% stems TILLIT TESTING & ENGINEERING COMPANY v¢mvnox oA ouv+6n Le Association, Inc. F•'. .: • �Q °,L W!5 xv, ro-A, sc. su. xs. v+mxnuxcvrs. noon ]sm 1 OLD 15-G66 r/2I/t ale OP/2rl,] _ r�+=�. : (oos7mvsso G\W4rEfl A ,IWri o.: (sas)eal-ssa, 4268 Westroods Driv '^/0NALEWest Poln Beach, FL 33407 es] DRA•MN'NOo J,P.L " ' l P.E.SEAL/MNATURE/DATE S S l ALIERNATE INSTALLATIONV " " LOC0 HV MALE/FEMALE 'IT" LOCKS CENTERMATES R 2 & LOCKERS _, W/ (11) HV eLAOF SEE ENO COMMON DETAILS ON SHEETS 10 d 18 OUT I BWA �SLNz. C[*wt erA. wmnm ax 51� a, - 6 • 7 e I ..4T-vm m r«z swn. usr � u]m v>h tM urw I •0-6-b-R-Mn. osruunox w Ana s%m. Es7 —_-------------------------------------------- I i 2* OUT W/ 7/8"0 x 3/32" WINGNUT. 0 HV "T" LOCK (OUTSIDE) fLVG* 2 r. [ OMIT IAR[e. OVC IL ECO,sic. TIWT TESTING a ENGINEERING COMPANY .-ems rm,oe.-.am [R-aaoenv eiJ.RA A i1Wi h. VF. 1LC0.m. Ik. t Nth) INSTALLATION M HV BLADE W/ HO CENTERMATES 02 . n (wro-vw) HD8—HV8 OUT SYMMET�IfAL HD NT RMAT S W/ (S�• LOCK fEXTERI0R1 A.S.S.A. American Shutter Systems Association, Inc, 4268 Weslroads Drive West Palm Beach. FL 33407 SYMMETRICAL HD GEC—HVCATES W/ l� LOCK (INTERIORI a wns w ia."c sms0. e® una a vm s RL T YL T�Dm1O YMbI•[O NR ".V<O rrrlsnM n�Tu Accordion Shutter System KY. BADE Al W/ CR W/0 KV. WRUDW BADE 1 No CONCRETE BLOCK WALL OR CONCRETE / OR CONCRETEMI REO CONCREFF FEOUIFED MOCK Ylµ PROUIRED BLOCK WALL REGWPED _ OR CONCRETE f / , 'F ��' BLOCK WALL RMURED �EKLSTWG GIA55 • E%611NG GI 7 1. r CONCN a I6O.0ANCHOR'O.c. ETOSnNG GLA55 < 2• U, EMSTAG GuI t _ =r NIA' �1101 Tow, ry Rmz EO ' EO TOl DLASS (SEE SOIEDUEE ON 6�iEET I , AM5 r MPI ~ 7r i I 90AGEE 045407 1/14•AS• NAK ii Fat BME 0AA0 To I (52 � ♦ � i aft S£TM j It FCR BMEONNQI O.v '.TrtET 19 rry1 SOEOUJ aJ 9FIT I Ta GV.4 (SEE al SHEET 19 iN (6afi3- NT. 0& m 0AND i ! I SL1E0(RE al 9EEf MAT ) BUEs O& A CLOSER ON SxFEt 19 1/2• 11 FOR SAOEO[AO EIIN ADE PLATE (LOCATE 1/z'� / ` 1 Su O� ® �� la sm 19 Mil D< ) AT EITHER SIDE WN 1/2• UIN, USE I' OR z' wJl _ It0.1/2' S.U.B ITna0 1 , 01 (As APPUCABLEj.2.1/6%o O 14' O.C. < O I6. O.C. I) '' uUInMP! wR ARGUE (60fi1-1'6 µEpY) AT WDKEIGH! (� � ll`l- (2),/ aiAPm s ANCIGRs to v SEE DETAIL K f WALL AT i• O.C. (LOCATE AT soEMIECR N 1 OR I ETHER WE OF I OR 1 t OR SCE cEraL K roa I OR O TRC SIDE CONNECTION TO TRACKS '�-©• l'.l•O� AC SEE DI z [� w 6 > wB •®. 1 ((ii..__ SIDE CONNECTION TRACKS �•©•ll^Q'l'l•®. 10•®.©'Yy'_©' e I �•®'©'v.�-©•®� TO IPACRS END CONNECTION DETAIL � END CONNECT O®DIET®®2® END CONNECTION DETAIL 3 Q O DETAI•® Q AND CONNECTION DETAI f GNCRETE OR REOUGEO MY FOR SPANS GREATER 1I /^ExISTWO Cuss .' / REWIR BLOCK wut /" SS 0 4 5�s yu c 1 I oa/z s.as To GA4 (sE Io Is' O.C. YAF _ _ _______ 11 01 OAs cONCAEEE 1 2' TAX To S �___.-_ ©Ga®ORQOR CONCRETE Nt0E90&® 12' .. EO $ 8ASE0& fir 1 ___ �OR©ORA I ANCHORc. I 1 ---- U EQ 2' MIN. 2- "IN. ' ♦ SCC W ATaM or USE FOR �/�p��/ y 5 BIAOE ,�ON SNEET 19 OOR©OR(BOR@OR@ VIEW Y 1 OR ® I OR P AN DETAIL O0-QMZ POUND CONCRETE OR 1®a®,O,©,©a ND INS LATIO COxCRED BLOCK WALL REWIRED �I s®"®•� ©"� (1 HV BLADE OR HV WINDOW BLADE INTO ® CONCRETE OR CONCRETE BLOCK WALL END CONNECTION DETAIL 5� BQ•®.®.®. .®.� F DE ©O.O�®'O•®•O }AA1 SAP CEN 4a o2o1T n r FLORIDA BUILDING ASSA CODE Non Hi h Velocity Hurricane Zone' 02017 EASTERN NETAL SUPPLY. INC. RTH HVn2 Accordion Shutter System -P .% •"ti V� .0. ,•AAAN a American Shutter Systems A880CIaflon. Inc. 4266 lVeslrOOds Drive West Pvlm Beach, Ft. 33407 HV. &ME #1 W/ OR W/o HV. WNM M" VLUT TESTING & ENGINEERING COMPANY Nb xv. SeA st m. 'AS vACNA tlAP9s. npaFA ml I'nane : (363)6T1-13X1. fm : (Sm)en_ual �°l9 Wu1ro A mLF a.. P.C. ttw`M IM. / 44117 n, n[scmvFa wrt w•w er: Lc 1 OLD 15-DBS /2T/1 wID OJ/zT/D 1 •dig /ONALEN�'�r''T II rnrr••n` o r CCn.•%NAAIAn loc rn.rc 2 s DRAWING No _..___ i MAXpA@t SHUTTER SPAN' 'L+- OR "L-' (ftJ. FOR INSTALLATIONS Y// CENTERMATES. @ & @ or or W/ ONE H.V. LOCK 0 or @ or er HD LOCK (9 W/ NO LOCKING RODS or CENTERMAI@ 28(� 29 V!/ ONE tQ' "T" LOCK 30 Y7/n'10 L0ONG RODS 35 BOTTOM EE M d QVFN Nrs. wut DR } ��TrYO�liiP��S5& coNGRENI: /( & 16d waktAvoNs, D WALL MOUNTING FLOOR/[DUNG MOMNnxG 30 OR L IB•-O' I 16'-0' IL'-0' I 16'-0' 35 le-lo' l4'-10' 15-2- 1IE•_U• 40 13'-10' 1 IS-10' N'-2' 15•-2' 45 IJ'-P IS'-Y 13'-a' N'-S- 50 12'-5' IV-5- 12'-8' 13'-7' 55 11'-10' 1V-10' 12'-I• 121-11" 60 11-4' 11'-4- IT-7' 12'-4' 65 10'-t0' HY-101 11'-I' I it'-iP 70 HY-6' Ia•-6' HT-9- I 11'-5' 75 ln'-I' 10'-i' 10'-a' IV V 90 9'-t 9'-b• 9•^b' 9'-9' 10'-S' 90 9'-3' 91-1. 9'-5' 10•-1' 9'-0' 8'-0' 9'-2' 9'-10' 100 a'-9 705 e'-7' >'-il" 9'-9- 9'-a' 110 a'-4' 7'-Y B'-T 9'-2- 115 B•-2- 7'-3' 9'-4" 6'-11' 120 6'-0" 6•-it' 9'-2' 9•-9' 125 7'-10- 6'-6' e'-0• 9•-5- 130 7'-W 6'-5' 7-IV9'-1' 135 7'-7- 6'-2- T-9' 7'-9• 140 7'-5' 5'-Il' 7'-7' T-6• 145 T-J" V-9- T-5 7'-3' 150 7'-2' 5'-7' 7'-4' T-a• 155 T-a' V-s' Y-2- W-9- 160 6'-n' S-2' 7'-t- C-7' 165 6'-10' 5'-1" 7'-tl' V-4' 170 C-9' 4'-11' 51-1V 6'-2' 175 G-9 4'-9' 6 9' 6'-O' 180 6•-6• t'^B• 6'-S' S -13- 185 6'-5• 4'-6' - 6'-7' S'-a" ISO e'-4' a'-5' V-6• 5'-1. 195 fi'-3" 4'-3- 200 5'-2' 4'-2• W-4- V-3- 205 MAXIMUM SHUTTER SPAN* "L+' OR I-- (EL) FOR INSTALLATIONS W/fit PDT.. ONE HV LOCK or � or BEY W/ NO LOCKING RODS (SEE NOTES L _ Nt%+IUY AP0. C[FW FSEuc� G M I>A/ O i* R -1 CONCRETE & Wets) IN i S wAu Mdwtrt+G & flanR/CCRAC YaUNRIIb t1 E-(II) 35 1r-10• a-ln' 40 iJ'-f0' 13'-IO• 50 55 tY-IO' IV-10• 60 It'-4' If-i• 65 10'-10' HF-10` 70 10'-fi' 1a'-fi" 75 a5 9O 9•-3' 9'-3' 95 0 e'-9' I B'-4- 105 W-7' 71-11• 110 9'-4- Y-7' ns e•-z' r-3, 120 6'-0- 6 -11' 125 T-lo• 6'-8- 130 135 7-7• 6'-2- 140 9'-5' S'-II* 145 J'-J' S'-9- 750 T'-2. V-7' 155 7'-a' S'-5' 160 a' -Tr 5•-2' 165 W-10' 5•-P 170 V-9- F-I F' 175 V-7- 4'-9' ISO 6'-6' 4'-W IRS 6'-V 4'-6' 190 6•-4- 4,-S' IDS 6'-3- 4'-3' TCO 4'-2' 205 6'-i' dL 4 AXIMUM SHUTTER SPAN* "L+' R "L= (IL) INSTALLATIONS W M & W/ ONE 7N LOCKS OR W/ NO LOCKING ODS (ww FOR M0u1RING IQ SREU 7) CONCRETE ASP. to. INStAAATIONb MieCE 71CCHJGL4Jh'G MOJ,RIHC hV OR N 49 -) a 40' IL NONhmNO (N - IN SO l6'-0- I IV-0' JS 15'-T I6'-iO' 40 14' 45 13' 50 12' 55 I1'-I' tl'-I1" 60 f0'-2- 65 9'-5' 70 B•-9• s a'-9• INSTAMAB LEO.FND CONCRETE & .TKO MANSORY WALL A, 8, C. 0. E. M. N, 0, P, 01 MOUNTING F. K & L R. S. @ V. FLOOR/CEIUNO p• H, 1. it. 3 T. U. W & X MOUNTING & N 0 MAXIMUM SHURER SPAN -L+- OR I-- FOR INSTAUARONS IWO WOOD SHAH. BE UMREO TO HIS FRI. AS,D. DESIGN PRESSURE RATING. t HY CORNER COWERMATE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SRU BE 4 INDICATED ON MANDATORY CONOMON p2 NOTE /5, SHEET S. tt EXCSat THAT NMIpMUM SHUTTER SPAN 1:r' OR 'L-* AND MAXR.NM AS.D. CESWC PRESSURE RATING FOR INSULUKaGNS INTO CONCRETE OR CONCRETE BLOCK SHALL BE UNITED AS FOUDWS: 1- CONNECTIONS TO KEYSTONE MOUNRNO LRIITED TO +64,_72 AND 8'-O" SPAN, SEC MOUNTING QON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 T•' HV BLADE R.ORNA B( 42017 T&IECO. 44C. ITT co A.S.S.A. TILUT TESTING & ENGINEERING COMPANY American Shutter Systems IIMI NW. MA.R. V., A%WeL wrvY F\( "IN A98aalatlanl Inc. Phw : (.b5)6)1-ISJO. FOC : (306A71-113T 4268 WestmaCs Dnve a- X MLme .m M-OWaT9 West Palm Beach, FL 33407' WA4TRR A TRMT.r: RE. aoso l Ue F 44167 (1) LN MAIRAIRA ALLOYIASLEE SPAN FOR A GIVEN POSTWE ASA. DESIGN PRESSURE RATING. L-: MA)C ALLOWABLE SPAN FOR A GNEN NEGATNE AS.D. DESIGN PRESSURE RATING. (23 PROCEDURE TO DETERMINE IMXUUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEUNG GMW A POSRNE Z. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN tt FROM SCHEDULE CNEI A NEGATNE ASO. DESIGN PRESSURE RATING. DETERMINE MAXIMUM SPAN 'L-' TRION SCHEDULE. TRIAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE GJNLM It DETERMINED SPAN BETWEEN 'Li AND i= (3) PROCEDURE TO DETERMINE NARNIUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ n,WR/CVUNG MOU"NCS: FOR A GIVEN POSITIVE ASO. DESIGN PRESSURE RATING: L'+- RIVE: U+. uAI- SPAN FOR WALL MOUNTING OUNDURONS. LN= MAX. SPAN FDR FLOOR/[FLUNG MOUMINO INsrALanaNs. FOR A GIVEN NECnfn &SA, DESIGN PRESSURE RATNG DETERMINE LI-- MAX. SPAN FOR WALL MOUN RUC INSINUATIONS, L2-w IAA(, SPAN FOR FLOOR/CDUNO MOUNTING WSTAMATIONS. FINK MAXIMUM At1OWQ E SPAN IS EQUAL TO THE MINIMUM BETWEEN Ll+^, 'LR , lI= AND -Ls-' R SCHEDULE SRN FINAL MAIOMUM AND NEGATNE A.S.O. DESIGN TO OETERMINE 10W0BUM ANCHOR INC. Accordion Shutter .HALE Wl W/ OR W/O HV. W IX 17 i ®i��L®mmOpOOpppppp®p0mmpppO©pppq6¢�#� OWN" mOOpOp ppp�®®OpQ�p m0�0000d mmmppOmmmmmpppppmmmpp�pp MIER �ommmno o®mmmo��a� mmmpppp®mmmpOppm lamm[7ppp© mmmp®mm0mmmppppp0m0ppumpp R110mppppp111510mppppmmmmpppp® mmmppOpOmmmppmp®mmmOmpmp mmmppmmO mmmppppmmmmppOmlil mmtmtmmm®vommmpnmmpmmmpppm® ' mmmpppppmmmpppppmmmppmpm mmmpOmpOmmmmOmppmmpmmOpO mmmpppOO Op mmpmmpOp us mmmF7pmmm "MplFe7111111 mmmpOpmp m®mpppOORolm ppmmmpmmpppp �m0000d0[min OmmO�fx+®fx+®v0 mmom®vooC313 �mm�p�omin ' �jmoip o0 �m�® ..... o O8®mpp©�©DppOpp�1KENmCAIMp00�0�® O�mpOO®e �mpF51t7®OO Kv 6ME! �® mmpmmOVOmmmpmp00p MMKEmpmp00 MOmmOm000�Hill Opal of il0 m�ppmv00 Will! OOmmppppOO m WmmvOOOmaF3ppppOOg7mppOpOO Cl �p�pvvevoo�mo©m 00®Om®®oo� mmmODOO�m[MEN oqoq pmm©DOOCt tmm�707m©OOOO ITl<MM9]mpOOOO� �70g0®0v0 �m�Qoo�o��MIES will ode ®1E1y000ta10 mlap®001170�a mOFlOOIvOO vvoo��4�m�tta�tvomvon vOOmpmmC.000 NUMN 000v0 EMS== MKIll" 00m0[EIOv000 ' 02100000O0 mvovv000 �mmot aooto l�Tppvl000to DOOOVO00mmp0O000Laos OO moov000to �ppoovotta mppotovvo mov00000®mvoovoto9mm000000 �000vvoo mrav0000(��ouov VF mXx P.E. 1. µ ORS TO BLIBSTPATE S BE AS FOLLONS: (A) TO MISINO MUD CON,UM- OW, r0 . J iRB. Y HORS S9ACMG I EGEND - 1/4'0 TNKON OR TAPCON "'M AW EG MU'DFLWU TECINOIOOA µCHORe. AS NORFOCTUREU InLT.W. BULDEK (Uin, rP � J b:) L POP - I/4.0 1 J/4• RI[S BOWSEE A - On M DISTRIBUTE, W ALL MIT,,; TAPCON OR S,,, BOLT h SUM,F CONPM .. (Nin. re . ] q;) - f /4'e BLUE TM CONCRETE µCHOPS W/ Cµ µ UANUPA Uc M RORUfA FAMME S DRECT. WO. (Uie, re . 2 Yal) TAPCON RM FWANCED MEAO RFORU TECHNOLOGY - 1/4b TAPPER+ µ[HORSµ 1UNUFKTURES BY POURS FASTENERS, INC., AND DRTWBUEG BY ALL M,, SCREW, BOLT k SPECW.W MMPN OR µf OMER APpR c` UMNBEO OR µMONTED VENDOR REGISTERED RIM THE µERfOW SHURER M,,,,µBOCUnOK, ALL POWs SOLD -UT WC, BLUE TM W/ CAP NOTE TAP➢ER4 Al) MINNUU EUBEDUENT INTO POURED CONCRETE OF TAPCON OR TA N WaN F M= MRUDFOHN TECHNOLOGY ANCHORS ARID WPEF+ µ[HORS IS 3/4. AND FOR BLUE TAP W/ CAP µiONORS IS 1/2'. A3) UOVUUU EUBmNEM OF 1/a'0 - 3/4' ALL MOS SOLID -SET ANCHORS SHALL SE T/a' INTO ME MUD CANCRETC to EUBESNEM 45¢„yam �� Fw PRO 510000 _SNFL U PERDDTED. 1/4'0-20 SS pKIm1E SMM LUS LULL BE I I/T LONG YL4WVY sxIXILD STUCto LEAK Sx211n EIDn- AND 1 HPeYUY FOR W4 RlM NO STUCCO. �) ME EIasTTNo OR Rack �ANCHOPAGE AORS Sl L BE LENDENpKH1 TO REACH T WLv STRUCTURE BEHWO B.W WµyMF11151IEi EHWL BE AS LRDIODEO a1 NOTES A1) a ATE) µWE FOR *BTTA TIER ON V BRING OR MIT WOH OR WIfx011f N[TAL SYUDS CONSULT MS EM UEER, FOR WR TTDN INTO VM WRH NET& STUDS SEE SHEET 20. (a) 10 MISTING CONCRETE Ducat. (µTy C-90) - 1/4b IUMN OR TAPCON WRH AWANCED iHRE1aa31 TECHNOLOGY µCHOIR.µ UµUEACTURED BY LT.W. SULOEM. - 1/4'0 , 3/4' ALL PORITB BEL D-SET µCHoR, µ DISTRIBUTES W N MIT, SCREW. MT h SUcKW MUPµV. - 1/40 BLUE TAP CONCUTE ANCHORS W/ W AS UUiVFK'IURES TN RORNA FABFNERB DREG, WO - 1/4'0 TAPPER+ µCHOPSµ UANUMNIRED BY PavvcR; FASTENER. WO. AND OISTWBNm WALL M,B SCREW. BOLT G SPECULW COUPANI' OR ANY OMEA APPROVED UCENSm OR AUTHORIZED VENDOR RECIPMEO WHIN 111E µRUN SHUTTER SY novel; µSO 170`0, ;NC. NOTES: fl1) NINWUTA ENSEONENT INTO cON"CR BLOCK OF TAPCON. BLUE TAP W/ OW ANCHORS AND TMPER+ µ[HORS S 1 1/4- µRI fAPCON WITH A M= TNREMPORN TCC"OLOOY ANCHORS S 1'. e.2) taNUUN EUBEDUENT OF 1/4.0 M 3/4' ALL MffI SOLI -SET AATH016 SWLL BE ENTIRELY ENBEiDED INTO ME CONCRETE BLOC[, NO EJBmHENT INTO STUCCO SHALL BE PERUITIED. 1/4- 11-20 SS. U uE BCFEN USES SHALL BE 1 1/2• LONG UW ,W SNgUD 51UCCp EYIST. AND 1' NWiNDO FOR WALLS WIM NO STUCCA. B]) W LASE INAT PU MT S10NE. PREWT CONCRETE PAN3S. PAVERS OR ANY VENEER BE FWND ON ME DUSTING WALL OR ROOF. ANCORS SPALL S LONG ENOUGH TO REACH ME UAW SMUCTUP[ BENNO SN0 WALL fWSHES µCIH)WBE SHALL BE N MBS ON NOTES El) t O2) mR DSTµADOHS ON WNR GOING OR M WITH OR WITHOUT UET 1 STUD,, OINTO NMW0 FOR PATAUARElie CONSULT M5 ENGWEFR Wnfll UETK SISS SEE SHETT 20. (C) µ[NOES SNNL BE NS14 LED FOLLONtNO AL, OF ME iSCOALYExpAI1pN5 AM SPEOAMOM a ME ANMCrS uµUFACNRER IM BEE MIEdnP BF. . P ' ry 0 BLADEWHY WINDOW BLADE WORKING 1N UNISON .ESP DISTANCE a RPA uIZ NE __..F_,-AN ANCHORS- ymu OR DULZ BY..�..........,. .... r..oNu NIYIMUN ANCNOR SPKCY.$ ARE V" MR EDGE DSIAN WOICAIEO MM. FORE. D. ILBB MUV MC 1Y0¢aEp. REOIICE NtiH09 SPACING UIRTIPLVNG SPKNO SNOUN 04 SCHEOUIt BY TxE FOLLOxwE FKfOR£ L ro IRDIILFD $PACix(: ODFNNEO.IISIND FMTOR WLL NOT B[ SINK UN SPKU4 INWGiES FOR EN'R AN04OR TYPL ACTUAL FACTOR ROE TAPCON ro ALL POI; SOLID SET[ BLUE TAP W/ C* TMPW + OICTMCE YIN, BPACx ED. WN. SPKM4 ]' Nln. SPACING . ]• 4IM SPMNG . ] 1/2' INN. BPKMG . Y ] J/4' a' oOUISp GONCREIC & ,,c, wu£D D]FAIE 00FIIOC eN( POMEO CONCRETE a POURCO CONGLLTE h D]anE COaEII Ill FOB IIX EIl.] I/2' W'l ED.2 i/1' M w ]BLRX Iff MNCREI EED •BOCK EA-2BW( ]' IA 0.90 1.0 0.7e 1,0 OR4 10 267 to 2' - 0.T1 - - - 1 J/4- - OBI - - - O.IJ - 11/T O.JS - _ _ _ Oda I- 02D12 DLTECO, INO, ILT—IECO TILLIT TESTING a: ENGINEERING COMPANY c: n33f x.R JfPI. 51, nu. SW. N52tIA 4W-0R£ iLOGO. ]3 Pnxu : iw�1aT1-IB]D . F.. r (wsMTT-Hal L,AV -mPa HNxMPPIaRrn II E k TTOUTtF nft A A.. P.E. •ae RORM IY. 1441aT A.S.S.A. American Shutter Systems Association, Inc. 4268 Westrouds Drive Ylest Palm Beach, FL 33407 T wILIw unAL suFmLv, we BERT A Vw Accordion Shutter System H.V. &ODE y1 W/ M W/0 KV. WNIXIN R XE IAWMG No 17-107 . 1} .: 111 'CaA ::1. !1 :: aq'..11 JI, EI' .... :il .• ..b-il 4�. 111' :1.. ROOMIER!��0miiqqpp�us ® O �t0 0®DOOO ppp anpqp©gyp�pm MKIII �m00�RAm0m�®mOm m�p�p��pp us WIN "XIBISAFEEIMIES m®mO 000 ®UNERIMKRFNKAm 0mO0m®000©im0m0IES �0 WEN mmmmmmmm�mmm 9111mmiImmmmmmmiim m®mnom][111 v®�InEum movv�vvv©©ovv m®m�umonnm®mm�nMICIII vuvon©vovor on mmmmmvmmmmmmmm®ovmmmumra©ommmm©0©o ' �®000DOO®®OOOAj0000000©DO �00©DODO mmmmmmmOmOmpOppmpmpmpooO mm00000mm0m�0000fm7000�Od0000mm�m© MmmmmmmmmmmmmmmlFtO 0�©ovvMICIIIp ax ovuv laws �mmi�iamimo�0113KNIERN" MEIM ®�m�m� �'�fm'®��md ��E1mEO0®boo mmm ' m m m�ooe omgmq 0®m®�000ppp0pp6m1�MMEMMMODOm0pA�Od ©mm®OD000� ' ��113211 mmmmv®oeICIII moov mm000mp000 m��v voommimEovmmo11:111 Mmmmm�mvommmmmvoo uummovvvonvMM 11011111211 oo M mmmmmmOO mmmmMMM=mmmmm00p mmm[F]mOMMIM ��mmoovvo u©Ex voemisovo©0000to vvv mmmmmmvomm®uvvoommmmovomIlls mmmmvvv �m®mopovoev0 W vomiono�u��oo�orq�©OIFf®um�vO 0v0 m mXXIM �mml0®�Om m olo��aDol •mmoeomm�mv�oomuvov on mmmmmvoomm �v vommrm®0 �u�MEEi mmmmoovommmumvo mmv0000mm movma ' mmmmoovommmomvv��mmmmme�amm�iipp©omm mm�mOvO��DO0mMM mm• ovv DD�pv000©mmMMMM O�Ivov000m��uvooavv�vo©oo�vvvovom romvovvvuvmvvvvo9vv©o®vomodu000=e 0mmov0000vm©oovomEMU mmmoovoo ' mmmov000mmmmm000mmmnm0 m mmm0vv0Omm00ppppmmm00m�m©vOvp 00vo9mmmmm®mv mmmvvvev0m�vvevonrm�2:a4ovem me000e 02017 Tjnoa. M. ILECOT.- a1' : I TILUT TESTING & 1� vn. 1345-1 P.E. & IeNI u. P.0 . USE 41W COMPANY wWPER+ R DY SEE ANCHOR SPECIFICATIONS ON SHEET 13 n D ONp FOR UP TO +70, -78 A.S.D DESIGN PRESSURENG & FOR SPANS PEREDULE A3, SHEET 11 �HV BLADE ONLY. ONLY A.S.S.A. American Shutter Systems Association, Inc. 4288 Weslroods Drive West Palm Beach. FL 33407 CR W/O N.V. Inc AVANG No 17-107 MAXIMUId A.S.D. DESIGN PRESSURE ReTNO f wtl AND ORR SPDNDIN M YIL. IL, OR cPeNx -�) S F I F FOR A GIVEN MAX SHUTTER SPAN NLT`p71VE A S D DESI N PR SCttRE RAT16r AND A MRR WD) DIh MOUNBNr TYPE. (SEE MN11tt05 ON fiNEE1S is k 1)). cES LJ B !� T FR AT F= D wo gM (n) '-D•OR SOUTHERN PINE No. 2 W/ MIN. G-0.55, DOUGIAS DR W/ MIN. C=O.SO WALL MOUNTINGS CEILING MOUNT T M, N. 0 k R FLOOR MOUNTINGS W & % ®I S R'KUJ ` 99S i0LlR6ER'i 1JSj 10 40 60 9 90 OS 30 40 60 )5 90 OS 12 10 10 9 R B 6 6 616 6 g t3 10 l0 9 8 8 6 6 e fi g 8 f1 10 10 9 6 6 fi 6 6 6 8 S.5 SPRUCE PINE OR NORTH W/ NIN. G=0.43 WALL MOUNTINGS COILING MOUNT T 12, N, 0 h R BOOR MOUNTINGS W % SPRUCE PINE W/ MIN. WALL MOUNTNGS M. N. 0 k R FIR SOUTH G=0.}6 CEILING MOUNT T FLOOR MOUNTINGS W h% 1/PL�pD% WALL MOUNTINGS P h O MUN NE Na 2 w .IN.q.1V0.$5, / M. O.s9 B.O. WALL NOUMMGS S h V SPRUCE PINE DR NORTH W/ IN. G=0.43 8.0. WALL u0U]T11NG5 5 k V 5 RUC IN FIR SOUTH W MIN. G=0.36 B.O. WAIL NOUNRNCS S h V 3909 w0.'1l'RSJSiM (pI ®IPAX 16ffii 4A{dI ®T 4UY RC"A 4lf (RI 30 g 6 6 6 fi 6 6 LLSm W 6 8 8 4 6 fi 6 RG#M14'J32PL 50 8 6 fi 6 8 5 4.5 )5 6 6 6 6 5 .5 1 o- 6 6 6 3 I 9 J 6N� OS 6 6 5 45 ]3 J 3 ]0 6 6 6 8 6 6 6 0➢lIPS4Rffi409GCA 40 4 5 5 5 5 5 5 60 4 4 6 4 a 1 JS )5 4 4 4 { 4 - - 0➢111!'d'A 25i[FM YI ®}®t].11�Nb]6 (aI OIDI NLK MA4IXIE Ipf 30' 12 t0 10 fi0 10 ]9 9 90 tl 05 B JO fi 6 6 fi 6 6 40 6 6 6 8 6 6 60 6 6 6 6 6 5 )S 6 6 5 3 5 .5 90 6 6 6 5 • 5 OS 6 6 5 l,9 J.5 J 30. I) 12 12 12 12 @ 12 a0 19 10 10 10 10 10 10 10-12g TO2 60 t0 10 10 10 10 10 4 Fi 4 4 9 9 ] 4 3 g0 B 6 8) 6 J.5 _ - 05 8 B 33 - - - 90 s a 4 15 - - 05 1 3 3 - - - - ]0 12 t2 12 II 12 13 i2 40 12 t2 12. 12 12 12 12 fi0 12 12 t2 12 12 12 12 ]5 IR 12 12 II 12 12 12 90. 12 12 12 12 12 lb R 05 12 12 12 12 12 12 t0. JO t2 12 13 12 12 12 12 l0 12 12 12 R 12 12 12 60 12 @ 12 12 12 IZ t2 )5 12 I2 12 12 i2 12 1 90 12 t2 t2 12 12 11 95 OS iT 12 R 12 0 9S 45 ] ]0 12 4 t2 12 12 12 12 12 1. t0 O 12 12 12 12 12 12 5 fi0 L4 12 12 12 12 1S 10 6 >3 12 12 4 1] OS 9 8 4.5 90 12 tt 12 10 45 )5 B.5 45 OS 12 12 B.3 )3 63 5.5 - •_ - 12 12 12 12 12 10 f0 10 10 10 10 10 t0 IO 10 9 B 8 12 10 10 9 8 6.5 6 6 6 8 45 tS T-0• 12 10 10 9 6.] t 6 fi 6 a.5 4 B'-0' 9"-0• R 10 10 9 JS - 6 G 5.5 .3 9 J 12 10 9 6 6 15 4 J J f0'-0' tt'-0• 12 12 10 10 ).5 5.5 a - - - - - 6 6 6 6 5 4.5 4 - J - - - 12 12 12) 10 12 106 6 IS I 6 6 .5 e 5.5 9 J.5 1.9 1 ].5 ].5 - - S - - - 3 - - - - - -2 -2 -14'-0' - IZ t0 - - - - 6 SS - - - - IT-0, (1) HV BLADE OR In HV BLADE W/ lf1A HV WINDOW BLADE WORKING IN UNISON* • sE wrnvoo a USE FM IAIO' pa aen IO b NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES 1, ANCHORS TO -H FUM OP SyID eQGD 661]1] S BE AS RXVM J. SY661MR SNtI CP8311F M ]WD6IIIG - 1/4.0 ENSON µp1pR£ AS YNNFICIIpJE♦p BY LER. BLp{pEC M/ IlxtxUY UEEMAK AS tS2GR0 AT -WUGAS FIRw/ C O3p/(NDS (.as) G SELRON ON SNIVS 16 & 17. 10MIDP Ok. M NOTE 2 BELOW. -SRhCE OME PR NO M W/ C.M43 (H0.5.) -SPRUCE me M SWM W/ C-016 MDS) 2 IRCNtlB EO NOLLPM LEMM. S B! AS PER VOU G 1 U. SNER 17 ANp yWL COISSi OF' -NN. IA- C6L PLKMO (Ilea MA) WSCRP4 AS PER NOB 2013 SPECIE VaNs. C ANONORS SIxIL. B! 90R011ID FOLIAMNO ALL OF iNE RECCNUENNIpxS ANO SPlCRGtON9 OP iME MCNOPS MWUFAOM.' `"V'V*"% GEN •✓ SF'• 9 : *; =17 tNTFra, xe 1L� A.S.S.A. 02017EASTERN UVA0. SUPPLY. INC. BER HA HVYM Accordion Shutter System ` ,( b i ( �O,Q� ; 'G� _- s ,• ILIA s/�NALEN���11FI jE P.E.•SEFAC/3tGt4A11iRF/DATF TILLIE TESTING A ENGINEERING COMPANY baff x.w. xu 54 36. D03..+rzwlu x¢a¢, nwY 65: Pnm4 : (50fi)8] 1>b Fo`�«]OS)6)1-ISJI m-aUN 4 xF A T. j 44 67 Raaoa W. / ulfi) American Shutter $y8}SnfS A5900IONOn� ADC. t Pal Beach. L 33 e61 Palm Beoch, FL 3}407 NV. RAx #1 W/ OR W/0 HV. wmw BADE r, x OwEVIPRIx 6Att wunei B.: Le 1 OLD I5-085 /1]/1 2 3 ORAWNG Na 17-107 4 OM HV WALL HEADER INSTALLATION G MASS �f ryJJ•�� I. MM. SFPARATMN ib IXASS I ] IO xArt (SEE SCMEOULE Ml SHEET 11) p n i. ` • I —YAPCON WON ADV"CED THkFPOroRM TECHNOLCOY I( W/ 1 1/2• Min. PENCRNTION OF THREADED AREA TO UMI,Ja I WWa Hoorn (SEC SOHFENLE ON SHEET 15) f MIL SFPARAIRJSASSNI S.s MACHINE t 1$ %- SCREWS 1V/ 1!1•-20 HUIs ( �1D To G ISES T 1 OR i-- p c 12' O.C. 11 FOR SALE DAND . C ON4£ET 1. \1V ' 1GTOR 5 Exlsnna 1 aAtsID&Q; C I� ,� I` N 1 aR 1 1 w Ft i I (�--oPnoNu I u I j ✓FINIS II 1 -"„ (}... FINISH Li__L7 E]GSR_Ya AIM. W0 ]14 Moo�~ NEARER REOOIRED 1 TAPCON OR TMCON NIIH ADVANCED I ) — tl 4 it j TNREADFORM TECHNOLOGY W/ 1 1/2' 1S ti { :1 Min. PCN'EIRUIRN OY THREADED NNA TO MIN, SEPAMDON TO GLASS EXISTING CSEE SCNEUnE ON SHEET ti) 5 4 EXISTING MOD HEADER, I j 0 [Ass--J }: 91EE( lb) ��I (3¢'W I " ' 1� T'%4•COILL SILL COE, S (N)HV WALL HEADER INSTALLATION PIATE REO'0. @0 HV WALL SILL INSTA TION 1 MM SEPAMRON TO GU S E%ISTW_...0 ---{SEC SgiEDW.E ON SHEET Ii) .L f 1 ) uM. SEPAMnON TO CUSS E SCHEDULE ON SHEET ii)�'.I 1 �nM�-- CLASS ,- 'f• S.S ,. NEjiSxY 1 /2�f1`WD'� 0.CN•,J A- c sINtWW/ I ( UUUGCIN.0 ~~,.` % ':�-i.I/ib )1. ff-2o NUTS o IT• Y J o ,x' O �-�1��, i 2 CONT.Y t {{ 1 0 WOOD tlD PLOT I I l REOb. --1 EO !: THR TMILON W1 POV_ANLEO FORIA E 1/2 i' ' 1/Pa TAPCON OR W . PENE RM TECHNOHREA THREADED OF AREA INTO PLwaOpp TDPCDN wi1H WANCED PENEDUIT NmF, 1-SEE sMEEt 1 FOR MK/1 (SE O SHEET 15)E0 ` y (SEE SCHEGtAE ON £HEFT I5) E%ISTWG�4' fh uIN, CO THRE%OFOPM TECH mm ` 1/2' MM. Co% P Ymw C IRyE„, PLYA'CCD REO'O. W/ i/2' MM1M POJETMnOtJ OF moo t6 05100 THREADED SHUTTER ASSEMBLY. T-MWNaNO SECIIDIJS CA! D RWD, RTTAC O TO BE x'4L 'M AREA INTO PLYWOOD COMBINED IN ANT MY TO E%RnnG MIN. 314' SiUDSO Ib' 4C. MA% REO'0. ATTACHED TO STUDS M (SEE StlNDUtE ON SHEET IS) D T STUDS SUR ANY INSTAU kno". PLYWOOD T6 BE ATTACHED TO STUDS IN ACCORGAIJCE ACCORO%NCE WRN wrtH EEDTMU 230E OF THE FB,O SECTION Taos aF WE qO HV WALL SILL INSTALLATION ♦ sLE w AqN$ ©HV WALL SILL INSTALLATION F.B.C. of USE or BG E L ON SHEET 61 T(f��j.: 02017 mrtto. Mc 4441(L�PLtE \ �-, Min. t T/,; TIPCON tlk T�ACON WRH ADVANCED f COIN THRFADFGRM. IECHHOLOCY W! 1t!2- W. PE TION CF THREADm PLAIE AREA TO 1,\ ExMYMG WOOD 14ADER. O 1-t1 .yi y r�i 11—. (SEE. sCXEgRE ON SHEET' 15) WELL FIRSH ® HV WALL SILL INSTAL ATION IL E C O ENS. A■S■S.A. Accordion Shutter ay. BADE #1 W/ OR W/O KV. SMIC `-O : � r� •�.A TILUT TESTING Af ENGINEERING COMPANY AmeNcan Shutfer Systems xs wnoN FIT DRA. A A' x ws.«.v. ,:M. M. S. Tat "P GWpm N MI Ass"latlon, Inc. I « OLD i5-CB5 T s] I 51i Pl,ore:(xsTui-tso..I-: pos)BTI-Issl 4208 --------- DFiv= z IT4f'1 MMl�ae It mm West POIF, Beach, FL 33407 a DRAYDNG No O r� y' 1 II4t W41LR.A FLULL, P2. 4 17-1 0 P.E. Ii{�1 J tDATE FLORIN .. L 44197 WALL FINISH H 1/4'F TAFGON'OR � TpFCON ��� WRH av=,DCO J THNCAOFORM TECHNOLOCY I' =; I Wl s 1/2` Mn. PENETRATiOk I .^ �h 0 TxRF/,. w TO . E%ISnNG WWD NEJ9ER. i (SEC scNEO.tLE ON SHEET 15) 11 aSe' ENin) Eri5➢NE LAN REnURI;zx / STn ofhUCnMAi 4EQ0000 MY - DF ROOD DEa4 PHILMP'S TRRSs HEN MWHmE sCRENU BE TO DE BY W/ nuts RED EMI ARCI REGISTERED MOA To 01 MCryITit PRIOp TO O 12' O.C. 2"GO,0 sxtNRR iNSTWLA1gN. ( 1/4 o TAPCON OR —� TAPCOH Y1NH ADVANCCO .25Y THREAOFORM IEC"N.. I ti♦ IA Jb 1 6 °L 0� iHR EO M NI TCiRADON sly DPT10NAt EMSIING =00 HEWER. _ 'F• t;'F +,',+.{x (SEE SCHEWLE ON • Is) 1 EEISRNG Min 2'a4' ' E%G.S—)1 HEADER REO'0 MaSEPAWDON TO GU$5 T ( (SEE SCHFDULE ON SHEET 11) I Ufarna (S)HV WALL HEADER INTA SLLATION { ma "1110�E I-NO PING ST MR TN n $ OOAM I.$$Ey91X , i G-uouNnNc sEnw"3 e.N TCMwRo 4 11HV CI w Axr car ro TUR A•rc wsntulmx MIN, SEPANAnON TO LASS (SEE SC,,mULE 0 S n It) E%IS11NG tY„1yNO5--i( T GIASS�I 1 iijdHp 4 SIMS- S.N.S. O e'O.0 1 Or t© Or 16 OPEN HOLE AT EACH STUD :0 ACCEPT I 5/16'LAG C SCREW AT CENTER OF TUSC USING ! Mys FEAST QOR @& • I�i iw ! w� I EtRaNts i clAss- { t, : 1G : �I{ '•I �2 4' CONT i,.. Stu PIATE 17a'R TAPCON OR I-M -:y %VILLIPS r1RUSs HEN 2�-fIMM—�� __---'�-„—, MPUCn9tE--=- iMCON vRIX AOVANGEO AGNINE SCRErvS iNREAOFORM TECHNOLOGY Wj 1/4--20 NUTS j% +/4'C TAPCON OR TFPCON WRH MVAT W/ T IJ2' NA. PENETRATION OF TI+NGOED MEA 10 O I, O.O. I/4'o TAPCON OR TECHNOLOGY W/ TAPCON WITH MY4 M MRE40FORn1J 1 1/2- 11 . PENE(FAn, OF T,,FM O 2. U�_ TMRMFORM '(ECbNOL00Y W/ 1 1/2, PENEN!"INDN OF "WED .IT » ENSIING WOOD HWER. (SEE SEHMAE ON SHEET 15) MEn To awNG WDCO KDODEA., (SEE sCHEOUtE ON s,OET 15) AREA TO E4srTtG wool "FADER. (SEE SCHEWIS ON SNEn 15) V HV WALL SILL INSTAL ATION ♦ $Ef RII gt#'IR.E FOR v 'N 4I 12 WQ HV FLOOR INUA OHV WI LATION FLORIDA BUILDING CO OW17 Tnrcco, rt, *` )) IL ECOIEE�. A.S.S.A. 3 0 T ` * . 0 fl.' dY TILLIT TESTING & ENGINEERING COMPANY H.V. American Shutter systems , ,� . r. It, Association. Inc. t _ 0 G NA Pnane : (J05)8J1-itA , Fo.: (305)R)t-f331 _mai: 1aLseTxmwm E-Dma2 mG 4268 Westroods Drive p WCGt POIRI BDOGh. IL33407 s x'A 1M1N lF.E. 4 P.F. RPM/CIGNATI lRFfinTr MON noR04 uc./ 44162 . EGGS (it APPMGABLF) EXISTING WOOD TRUSSES OR ]' RNiER O 24' O.C. REOU61E0 -- E)USTwo SOFFIT 3/4' MD.. i+M. CONT. WUM, n (GOW-16 ALLG) R/ Of (S3�)�S/16'f M SORES TO Or I© LOCATE ,iylEN OR TRUSS. TAG SCREWS Af WOR@NV OF fyi$TNG W00 MENBEN. (2- Min. NOMPW. WIOIN) W/ 2- Mitt. II PENEIMRON OF INRV ARM MQIo FOR INSTALLATIONS WTH T2 • MOL AS.D. DEMON ED, 1. 1 ! D- MAX. SPAN. TMS SHEfT Ott}III i 3 EDGE OF DECK IF /PPIKA9LL 3n Shutter OR W/O H.V. WK AWING No 17-10 END INSTALLATIONS HV BLADE OR 3 WINDOW BLADE INTO 2"X4 MIN WOOD STUDS yr up -- FIN 5 OR m• o-e�•o-o-in•ts- o•a-e•ra-�+•a END CONNECTION DETAIL (1b eie'n• sus pc —adaC am — —i s E,, PLAN DETAIL X �a w r- w-+-.ua n.noov puww-vaz n.e mv.� game+�n a�a�ed� ,rn AND CONNECTION DETALL - xaaxav aav,O! m n -- nav u'-r ffSEE U4�I/.nOkS Of USE fOF stAOE �l�yJ Pv SkEET la - p)al) TITIM, Pla. ®)a,) FAllERk NETN. SUPPLY, P.'C. _ __ IL� A.S.S.A■ ISERTMA HVTN Accordion Shutter System 7+i TIWT TESTING $ENGINEERING COMPANY American ShuNer S lems Ts N�• HADE @I W/ OR W/o KV, WN1ON 9ADE . x CESooR.an patt dum. ec tc I✓ eaaa caw. xa sa t4. Jve nxar. GODM.,Iyg, Pxm. Association, Inc. : OtD 1e-085 I/n/1 MTG 0)/I>/1] ; (.pspn-usp. rw : (sm7en-uv 4268 Y/estroo0s 06ve ] s DRAYRNG No a-eppanv West Palm Beach• FL 73407 N41Ex A U,w J,. Pt ' 7— t Q7 - nnie (IaRN lie � 1-,6i 91 9 6 91 9 9 91 6 9 9 ® ® 9l 91 91 9 91 9 91 9 9 YP iCP@BOITW ,.v.�.ia9 (WD `�(�ot�w© �l/I � YY IXSNN; CUSS ELEVATION NN SEPJPMGN N ows _ _ _ _ rw scNnI" ON s 11 ION a/¢p _____ -__________ -- Amm Ms saxilm eAapa© Ila SRV� 6EN ERN.T sp y / ./ cR 5 Am w/a (a NOR 6 AWNE) PLAN y vl6 PR URE RAi9+c:.11a - 110 w.i. 1 tlA1L SNYNER SPAe 96' J. ALLONEO OAT. U4 A ON @ N Ox SHEENS 8. >: AS N'flt A9 }up¢rtwc5 Y. 0. T. @ R ON SNEflS I6 @ 1/>�,�I WYAB�L1SM(M OPPo 4T0 � Of OVNLNL 6q�jRgG)1(�M•p�EXRmOR &MEGA AVI T ONLY ICS S A NI ON Of 5 OPWNCS IJ'F HOIE$I fON � PER LME AT SPKfr145 SxOW11 ON SIIFlT {. (aI NN. C1 l`E M. TOP 0 ROROU E➢C{ Of IN tNoce sIme tO W Nw J'. NOIE MR ® SIWE IN: 121. ,� ON (NI (AW COMING Ow STARIER9 AT uNos .AY 9E NV (0) w MOD, B O U= BE USED ATE 11 TO A SOUO Iry 61ME0 THROBGrroui SNO11M'S t,avt io SMA AJAn B 34 ID ,V WEM M A SOLO IN BVL£ 1 AT EIIIQIE 5&E K Pgll. (r) PoLHJ%MUIE !N MIAON �Yi SNiLL OC PSULIID 60 v TM9 F/LE ME PRO6OR W TNC CVENML NPROIECELD. xV 9ftNON YYST RE ONLT 6NSlAUID Am lOC1(E) VSXI wL A hV SRiWC TOG. PROND[D HI 25� UNC. 6. SEE Jf%>IOR SPACWG SCNE FOR INSTFWINIS 0110 WOOD 1WAE PJaaAGS ON SHEET 15, M IbaEO M SPAY Am CE9LN Iva (SEE N016 I @ 2 Agom) 7. SEE ANCHOR WP M SCNEMRE MR V6TNLM1IGtS .Na PWREp GONOIETE OR CONCRETE BLOCK VJLL ON SME16 12 @ 13 AS WM BY VAN AID OE4ON LOAD ISEE 'Nm; I @ 2 Atom. 8. "NM WRON M O 9C MAE. PER Ash, E-199@ EA9 iaua. .9NYOY A➢iNJIOx TO GV.L^ 1 MRV J � G2s- Sw/•' JCFN�F •';V9•,, C2017 MIEW. wa 02017 MXRN NEGL SUPPLY, INC. A\Ta * IL S S A 139RA THA VN, Accordion Shutter System TIELIT Am@Mcan Shuf}BT 5 s}ems HV. MADE 1 W M Q2 W/0 HV. VANOOW HllE . N 9Lscvron9N 6Art owns er: LL' .9 •, � •. FLggin •! •_T •' TESTING @ ENGINEERING COMPANY 62ss Na IN, 0, N. 26A I�u i,R90NA N .A nm Y A980C}O}IOTIr Inc. 1 OCO 15-085 27/1 OATF: O7/27/17 : 005)(171-15J0 , Fm : (J9S)871-t6J1 426E Westroods Drive. a "SS��NALENG; ••. umoo�67°0 West Palm Beach, FL 33— J1 DRAWING Nof .• CLLlE11A1¢NI h. PL '/_1O/ 1 P F CFAI /CICNe1T IDC /r1ATa 110111a as 4 44167 v _.._— 1 C lAtn. 1-0.i: WMS w NaU0-wvsTEMTEIF 2YA MNEP. t 5 - (t SJ+' s t �0Ss'rxK4M j 43c cmR. cay. �i¢L inACK ouxxat, I e s' a.s. �`a o AST" A-Ess wJaF +a us. M aNV )j eA2. 1 ro sNaS w/ t]) rbetJ]" iM 5C5tWa Cx pa a FMEPgR EASNIp n.cc � A5 APPL "STING Gtf55 i _(SEE MIN. SEIM o cu SCNI 1� 1 3/4 t G rJ+1 OASS" nPCK IYr:.I F%!$i11 LOIR. E4.v. sTFEL TPKR CILWML i u AP ASte A-aa3 4xwE w 4rn. Y-w GL(2) 16 fAr FIX w SNOS .. wL2) /anJ2• >a uan+s wt 1 <4.1c r- GENERAL LIMITATIO�ND CONDITIONC nc ncr FOR BERT4A(1-)HV BLADE AGCORDIOM1 SH I rr SYSTEM INSTAI IAMIN TO METAI cnm WALLS 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75. - 75 (PST) 2. MM. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: MS ON THIS SHEET. 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A SYMMETRICAL LAYOUT. ll5E 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT OR OR INTERIOR ACCESS SIDE OF CENTERMATE. nmRl LJ iL l/ �2A00" lAo.,� p.0.0. t/4"o NOMINS ALUMINUM SLEEVE 6063-TS ALLOY SEPARATION TO GLASS SCHEDU T" 'p s voo" WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 4 4 BLADE SLACK DETAIL HVF IS ALSO VALID FOR 1/2" 38 CENTERMATE 21 APPLICATION WITH BLADE(D s ". t 1/2% 0,05' THICK '�" s' VOPtE"s" 6 AO.C. dEiaGsuns Ar' is ac. mA. s_;":';:- MS WALL HEADS/SILL INSTALLATION EASi1NG FINS" AS Ar9lH.MM tOP & BOPI04)— Z H 1/2" HVA (6" Min.) A71/,�fla_ 92ei2nuEw.ixs. ;ENS'..✓,� 3 * : TIWT TESTING A ENGINEERING COMFANY J � sari x>. Saa sc. sa.'w..Nm:xu...uvna+s. ntann 33 '-mo�euuwaeas °'" OR104,`:;�t1k':` �1��G' c9nnT: wulu A Ihyl J.. RE, itGRLt Uc / N192 1/2' NAI(. S=K A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West POIm Beach, FL 33407 a Kx LFeGT" + I" ® 1 /4xa-203=Bo MUST PENETRATE 3c 1' 1/4"0-20 THREADS 43 1/4"9 ELCO CONSTRUCTION PRODUCTS FAB—wi< HD COMPONENTS SCAM 3/8'= 1' FACE 000. 0 AT 1 2 W HEFOER/SIZIENDS VIEW Y SIDE CONNECTION TO TRACK RV. MADE.#1 W/ OR W/o HV. AWING No 17-107