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HomeMy WebLinkAboutPRODUCT APPROVAL11/5/2015 . e Florida Building Code Online ®r�:- .:.. BCIS Home I Log In I User Registration I Hot Topics I Submit Suaherge I Stats & Facts Publications I FBC Staff I BCIS Site Map I Links 1 Search -'r''�,i Product Approval g USER: Public user Product Approval Menu > Search Criteria > Application List SCANNED BY St. Lucie County Refine Search Code Version 2014 FL# 389 Application Type ALL Product Manufacturer ALL 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 FL# Type Manufacturer Validated By Status FL389-R8 Re iSion American Shutter Systems Association, Inc. John W. Knezevich, PE Approved Category: Shutters (954) 772-6224 Subcategory: Accordion -np,mmo uy uorrt. ,+"nw.n py uorn xwn on revrcweu e,w mwieu uy um — oafw uw wmmmmn a ueLeaxry. Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-467-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Pdvacv Statement :: Accessibility StatemerR :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released in mspome to a public -records request, do not send electronic mall to tNs entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(I), Florida statutes, effective October 1, 2012, licensees licensed order chapter 455, F.S. mist provide the Department with an email address if they have one. The emails provided may be used for official communicatlon with the licensee. However email addresses are public record. If you do not wish m supply a personal address, please provide the Department win an email address wNN can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please cl lck hele . Product Approval Accepts: wgmmgm Credit5AFE ti+rN , Tri V r yea' https://fluidabuildng.org/pr/pr_ppp_Ist.asp( 1/1 I. BERfNA NV. L 710; AN 9RITIN hum SHOWN sl ll&9 T E IN EVADATION HIGH 0W H O,) IRIS B@L NEiN1ID FOB WIUEIAIAIE W ILCOfDVNCE WDII RE EDIT (Sw EDTI9N) DF TIE FNRDA BUILDING CCOE LIDS ACCOHEON LEADER SYSTEM 91NL NOT BE DbTAl1FD AT Pal HNDNCANE ZONES DESGN WWD MADE EVIL BE DFIQONED AS PEA SECTION 16M V THE ABOVE MEmONES, CDDF- Pan A BARS WUG SPEED REQUIRED, BY THE JURISDICTION WHERE SHUTTER WIlL BE INSTALLED. WITH A DIRECTIONALITY FILTOR M.OSLS, USING ASCE 7-10 AND SVll NOT OGEED THE WXNWI (ASD.) DESIGN PRESSURE PITIGS INDICKBD ON SHEETS 11 RUN 15, 19 & M: ON ORDER TO VOOFY THE ABOVE CONDITION. ULSWATE.DENG N WIND LOADS DETFAYDRD PER ASCE 7-10 SH41 BE. FIRST REDUCED TO ASD. DESIGN WIND LOADS Of MULIELYNG THEM BY 0.6 IN OWER10 COMPARE THESE W/ ANAL-(A5.0) DESGN PRESSURE MISHOS INDICATED ON SHEETS 11 THOM 15. 19 & M. IN OIWE 10 CONY T OWIPONWIS AND MON01S ON THIS P.B.D- AS TESTED, WERE NOT OVER SIRESgR A J M WCJUASE IS AM9WAEAE STRESS FOR WIND LOADS WAS RA4 UST➢ IN THEW ANA.TSIS HOWEVER. A W00 CUReION FACTOR C0.1.6011AS USED FOR VERIFICATION OF FA`TENFA5 IS WOOD. BLRIIHA xV. ACCORDION SHUTTER SYSDFS ADEOWLF FOR WN0 MD LARGE MISSDE IMPACT LOAD HAS BEEN. VERFAM IS ACCORDWCE WITH SECTION 1609.1.2 OF INE ABOVE UOIIDVFD EDGE 4 PER ATL REPORTS,` -W 9ADE(JA /021401-03. /07I5-01-05, /10a4.01-W. /121401-03, /0317.02-00, /OODS01-10 AND 1021MO1-11 AS PER TAS-MI, TAS-202 AND TIS-203 PROTOCOLS NN ASIM E-1986 AND E-1996.SW1MP0S (ML59LE'LEVEL 0, WIND ZONES 1. 2 & 3) & /122O,01-10 AS PER TM 201. =,a 201 PROTOCOL. LARGE MISSTE. -HV HADOAEL,ADE 6/0505A1-OB AS PER ASTM E-1866 AND E-INS (M691E LEVEL 0, WWO ZONES I. 2. 3) BASIC PR ncTION ONLY MID / 0725.01-68 AS PER TS 202 PROS . 2 KV BUOEQQ AD fN'WJI90p BONE ® AfS vNRANmNED l0 WpIX W LWHlsox WITH FAOI OMFR IRIDFH 11E GENFRDL LOINGIMKS IRO CONOTIKKS Qi I15E DVDIGLIED ON SHEEP 19 L BERTHA HW. AL(ORDON Po15 ON SCREWS). USED AT BLADES SHBONGE AND FON DWELT MOLNT CONNECTOR W TNAZNS SHALL BE /14275' AND 014.1.75' RCSP E ELM. 4104ff MHWUM SERIES WXSI EES STEEL SaLYTS WITH 135A LA GELD STRO WT1I AND ISO Hsi TOKSLE STOILORI. PPS SHALL BE CM1DD WTM BERTHA MY OAOGSIVED COATING LISTEM AL MMUFACN.RED BF APPROVED COANG,APPIGIOIS. REGISTERED WITH AMETUpN SHUTTER SYSTEMS A66MALIOx PINS MUST BFM THE W WARNING ON THEIR HUD. 4. ALL ALUMINUM EMRISGRG S BE AUWI WM A40OATDN ALLOT AND HEW HEIR A5 w01GTED ON STEWS 2 AND 3. MNaWIRR YIELD. ^wENGIN FOR 6063-70 &LOY IS 39-0 W A10 1 7 N FOR 6005-75 ALLOY. S. ALL GENEWS TD BE 9AD0ES5 STEEL 301 ON 316 AS SERIES OR CORROSION RESISTANT COATED CASON STEEL AS PER DN 501118 WRN 50 W MM Y61n SPENGM AND 90 W MINT TENSILE STWENOM. AND SHALL COMPLY W/ FLORIDA SUMMING CODE SESSION 24113 4. & BOLTS T9 BE MTM A-D07 CLLYANQED STEEL. OR A 13 OR 316 $FINS STKNUSS STEEI. WITH 35 ION I DOBUM YEN' STR NGM. 7. SEE THE TOUCAN; SHEETS AR MAMA SPEOFIGTI - LN BLADE (D : 1213.14,15 AND ED 1A RUDE() & ® wDeRee W we50N: U. 13 & 15 & THIS BERTHA 1W. ACCORDION SHUTTER SYSTEM BEARS A U& PATENT /6,779A62 GONP NEM4 OF THs, APPROVAL ME COVERED. W WHOLE OR W PART BY U.S. PATENT /545L179 ISSUED TO EASTERN NE17AL SUPPLY. BLC S. N SN41 BE THE PESPO6E9IIY OF THE OWBRMUOR TO VERIFY THE SOUNDNESS OF THE STRNCRRE WHERE E SHUTTER IS TO BE ATEMNED TO INSURE- PROPER MCHOPICE CYMIRACIDIR TO STW/CARR ALL SHIVER COWPONaT CESFL WHCH RTMAK THRU FA9DRDIG IN CONiMIWS CONTACT WITH THE ISSUING TD PREVENT ENT WSQ/RNN INIR115IOx IS. EACH UNR MAST BEAR P90WVEM LABEL W A V<m, r PALE WSW WI NOTE,- WIaiC PBODOS OF HURRICANE WAIUNIDS HOME "ER, TENANT. OR OTFm4 MUST PROPERLY CLOSE ALL HV AND W CEHIERW3ES AND ENGAGE OR LOCK ALL lit' AND NO LDaCL 11. SANER MMWJICTRRERS I EEL. SHW. BE LOCATED ON A RUGBY VISIBLE LOCATION AT ACCORDION SETTER IN ALCDEDANCE WITH SECTION 17108E Q FHARDA BNLDwO COBS ONE LABEL AWL BE PLACED FOR EVERY CPEaft LABELM To COMPLY WON SECTION 1710.8.2 OF THE FLORIDA SULDDIO CODE 12. BOM A xV. ALOD&S,M sc mS M VENs INETLASSN 914E COMRY WTH SPECS SScAIED W THIS DRAWING PLUS MY BULLDBIO MD 20MM RECIMRONS PROVIDED BY THE WAISOKTION WHERE PERMIT 5 APPLIED TO, 13. (e) THIS P.ED. PRLPAP:D IN RIRS ENGINEER IS MUSIC AND DES NOT PROMDE WFOENAINN HA A SE SPECTRC PROhCT: I.e. WHERE THE SITE CONDITIONS DE`MTE FROM THE PLED. (0) CONTRACH R TO BE RE RVINSIB E FOR THE SEU C11ON. PURCHASE AND l6TNUTON DNC SDWG UFE SAEIY OF THIS PRODUCTT, BASED ON THIS PEA. PROVIDED HE/SHE COS HOT DEISME FROM THE CONIApMS DEUNED ON THIS DOCWENL. COIETRUCRON SAFETY R SITE IS THE CCNIPACTOTS RESPONSIBILITY. I.) TONS P.ED. WDL BE owisDERm WVMD O ALTERED BY ANY MEAS5. (e) SOE SPECIFIC PROIECIB SHALL HE PREyMWD WE A FLORIDA MONGOOSES ENWNGER OR ARCHITECT WON MLL BECOME THE MNEER OF RECORD (TOILE FOR THE PTUECT AND WHO WML BE PL5PON5OlE. PER THE PROPER USE OF THE Pt ENGINEER OF RECORD, ACTING AS A O GATEO ENONEER TO THE P.EO. ENCNEFR SiALI. SUBNOf TO LASER THE sax SPEOFIC 67MANGS FOR REV&YY, I.) OPoDOML P.ED. SW41 BFIA TIE ODE MD OmRA1 SELL AND soNArUIE OF THE PROFES9DNAL ENGPIQR or RECORD mA PREPARED a. IL ECOtmc, TIWT TESTING & ENGINEERING COMPANY 4m .. ENE 0) sI.� wm0s Ilas (S6a)fin-ISR153 9 . F. (]OS)SII-10-tS3t ..nu: MMCEOaal.rnm ED-O WARTULIT P A 11 1 Y. Pz FIaLM lE 44167D TABLE OF CONTENTS GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-ED SHEET 2 SYSTEM COMPONENTS 21�7 SHEET 3 TYPICAL SNTIFA ASSEMMY 38-44 SHEET 4 TYPICAL WWOOW SIADE & WINDOW DUAL AREA r HV RLADE n AND HV WINDOW 81ADE I(1A ,(WHERE APPUOA= TYPICAL SHUfRR ELEVATION & NOTES ON LOCJ6 SHEET RETALATION DETAIL A-F, CONCNELEIBLOCK SUET I ws7uLATION DETMS o-u EONCREIE/BLOCK BEET m- CENTERWTE DETAILS HA SHEET 8 CENIFAWTE ALIFRNAIIHG DETAILS HA SHEET 9 END CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 10 MAXMUR SPAN SOUS SHEET 11 ANCHOR SCHEDULE- CONCRETE & BIRO( SHEET 12 ANCHOR SCHEDULE- CONCRETE & BRICK SHEET 13 MCKOR SCHEDULE- CONCRETE & BUICK SHEET 14 ANCHOR SCNHlX LE- WOOD SOFT IS p15TALLAl10N DETAILS M-R, WOCO SHEET 16 INSTALLATION DETAILS S-)G WODO BEET 17 END CONNECTION DETALS 7-12 & X. WOW AREA 3: HV WINDOW BLADE R SHEET 18 ONLY TYPICAL SHUTTER ELEVATION &Aar_& A- HV WINDOW BLADE n ONLY SHEET 19 WSTALATTON DMUS, METAL =0 WARS SHEET ED THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA A.S.S.A. Amadcom Shutter Systems Association, Inc. 4265 Westroaa6 Drive West Palm Beach, FL 33407 OR W/0 HV. AWING NO 15-085 1m .voR.ea py 99Q. OLID BLADE 3�HV UNNERSAL FLOATER US PATENT It 5MI79 QUADUFi FOR USE W/ NV BLADECI INDOW B 6005-TS ALLOT AND TEMPER DNS OF USE OF BLADE ® ON SHEET 19 6063-TS ALLOY AND TEMPER ©HV A6. FLOOR TRACK OUA El) FOR USE W/ IN , 1s+r Iaa' S mT• � .a ' C8> 1.686' A Qi0 11 HV CEILING HEADER L'S HV HSEEAWD/ER/SILL FOR USE W/ HV 8tA0E(1�ONLY. OWllIFlE D0633--T6 ALLOP aVD BIEAMD 1�ON4Y SEE SECTIONS FOR VAL 9 6063-T6 AUXIY AND TEMPER • r1DLI r f SIDE ANGLES QUALIFIED FOR USE W/ IN ALUMINUM ANGLES BLADED OUAUFIED FO$ IISE W/ IN BLADE I ONLY. W63-TO ALLOY AND TEMPER N:43 ®HV WALK —OVER TRACK QUALIFIED FOR U E W/ HV B ADE 606546 AIEDT A TEMPER FOR AND TEMPER COMPONpR A R TI TI © 2• s' MVC I/Q' 1/8' IQ 2' 3' ItOC 0.19r 0.1Rr 2.3' 7' M. 0.190' 0.190' 2' S MAIL 0d39' OJ51' (L. EGOEne. TIWT TESTING t ENGINEERING COMPANY 615) NL YP A M S6 MV4 CM✓IWS fl®\ 9 Rm.: (SDSI6I1-1510. fa: aW�n-1511 ti MMseWticm: !9-C(98>1a WllTflt A lWR P£ nIX60A De. IT0IBY -@S HV 90-/180' STARTER OWLIFIED ((OR USE W/ 60 B T6D O 6063-TQ ALLOT ANO TEMPER - I ONLY. AND TEMPER A.S.S.A. American Shutter Systems Assoclatlan. Inc. 4268 WeetNmds Drive West Palm &och. FL 33407 IN CODE(Hon High Velocity Hurricane Zon O 2015 INTIERN MET& 6UPRY. WC. BERTHA HVTN Accordion Shutter System NV. BADE #1 W/ OR W/0 NV. WHOM BLADE o- O T T' 1 T56' 93Y �T RN1 -: FROM avxOOa " ^ . AWLOCKER FOR 'T' LOCK CENTERMATE �O�uw m FOR USE W/ W BLADE t ONLY ED FOR USE W/ HJ BLADE 1OONLY fi06S-T6 ALLOY AND TLLPER 6a63-76 ALLOY AND TEMPER ® LOCKING RODA OUALIFED FOR USE. W/ HV BLADE(J) 6063-T6 ALLOY MD'YWPER fZWSTALLATION WILL REQUIRE A 7/I6 4� 6063-YS ALLOY AND TEMPER STa•. ALLOY AND TEMPER FOR USE W/ 6063-76 ALLOY ® IED FOR USE W4 EBLADE Igk 9 0-20 AISI 304 39FRIFS S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE v OENSf" ` " IL ECOINc. T�e / $ �.: ate` �L-0u10�''�-c' lISIONAII\ !l11111111111\.___._.— TILLIT TESTING &ENGINEERING COMPANY a••. •,L lam n. sm m v6mu cwux ntlaN v Pl:aa.: (3m7sTt-nw . Fm : (wsWr1-tvt TIgR,RAtWri.vF. FI4ROA Llc/N18T Rt91a1 ,Y.•�a i Px'® MVY07 Ie1� aYYa �a6 PU1Iaa a16 ® HV LOCK ® HV EGRESS LOCK QUALIFIED FOR / NV OUALI}lED USE W/ HV ® ONLY. BLADE 1 & ® ONLY. SO' aD pusOc IP.1D 1 2 . uDlnEo Ta 5[ReN ' 1/4"p-20 x 3/4 6F S S THUMBSCREW .1./4'0-20 RIVNUT" t 5]IrS 9N4 MauMleu =M U ALM IMl6E f W16Y nw T, sm aNISW. P PMA / arm..M NNWiTCMaD 0Y •fin GiFR'! 1QTadL 9flUR. till JEP3Y OI051 OR CItLLLL. HV ALTERNATIVE LOCK QUALIFIED FOR USE QUALIFIED FOUSE W/ M' W/HV BLADE tO ONLY. BLADE&ONLY. b 5' " ooa 4 D Ba - 1-txuu6G6w CYLINDFA OR IRY Cl'11lSfR maw Y 1 .IIS' Yss h _ 1NUue1YW1 C11u0FR OR IRY T Y' aYwma I.T6' Mat ® HD LOCK BY REGEM HARDWARE MDRTME LOCKS .SORES =5 NOOK DOLT LOCK. QUALIFIED FOR USE W/ HV BIADEO& FLORIDA BUILDING CODE(Non High Velocity Hurricane 0 2015 LA6TES0V METAL SUPPLY. RUC. A.S.S.A. Amencan Shutter Systems As3aatatlan, Inc. 4268 Westroods Drive West Palm Beach. FL 33407 Accordion HV. BADE 01 W/ W I SHUTTER ASSEMBLY SCHEDULE FOR HV G1 HV Q /0 HV BLADE I ® HV BLADE IA ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING ® IN NYLON HAT WASHER © HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870'x3/16' THICK NYLON WHEEL 0.188'0 AISI 302 SERIES S.S. RIVETS ® HV 1 3/4" ACCORDION PIN W/ /8 HEAD # ® HV 2 3/4' ACCORDION PIN W/ O8 HEAD t ® POLYC'ARBONATE IMPACT RESISTANT HV WINDOW HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR TOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVQ OR IQ BLADE. (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVQ BLADE WHEN CORRESPONDING TO INSTALLATION "11, SHEET 7. (3) HV PIN ® OR ® W/ 1/2' O.D. 1/16' THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET ■ MM F-I• r lanoxwjw f f IL E C O F.a. * TILUR TESTING h ENGINEERING COMPANY NS1 Kt. ]GA A. I I :. F. fM6O4 T-In A Pbq:(Jas)dlt-1aJa.. Em:(SIS)W1-1a11 .-naa: wecwmncmn ®-sssans YULIW A NUT Y. P.L : /DAIi RatW �' IT 44167 eADlS KNVaaE ERIOR ail 625' LYADE mzs• :€F�=s naxs aers- POIYCARQOKATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV -STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE 'F ON SHELF 19). POLYCARBONATE SOURCES FOR T.avi l� w�lu+ax sulom logo manic sY� 0 eavx. xrne aumr Am met aoo m/M' aau aA+ IICv9mEL 1Up SIICI<M /SLY rAle A:W wl 0,%tl yLL aaace 52tNia1 q MD eYn ono :Ism oL q.m � IIfllWY. Ymte16 ASIY OM ]laid N. Yiml VLL M36 Toro® am Am ma ,e rt� n rt-e/ aAoroomir yN auu .ts t sas x w xd ar Yiaoc an enm o-. axa o-1 aAn �E.aorxa nsn olcn Toms vm T >C� xm mse msa[ s�nY YmN nxn A9Y m xim r.� eao c.. lae'e[ snm ersac>'u+oa.e AtN ea ewl wa mm W A.S.S.A. American Shutter Systems Assoelatlon1 Inc. 4268 Westroads Driva West Palm Beach, FL 33407 O mla EASiUV! METAL SVPPLY, INC. BER HA HVw Accordion Shutter Syste► KV. BLADE ®1 W/ OR W/0 KV. WNDOW RAM v, EgarmmnoY do reaaN ar: Y1. OLD 11-192 4/33119 WL 4 1]/13 e DRAWING No 15-085 P K����r�n��n, III w III • �. D O O. O. O• 0• O. O• O• O. O• 1 O' O• O' O' O' O' w®w©• 7Ow 8�wT0 •®� ®' ®°I©• ®w©yam• ®- TYPICAL nI HV BLADE SHUTTER ELEVATION N.T.S. Td W OF CORNER CENTERMATE C �[A . 1. IIA110ATDRY mwOmLOONWN]�[ME V LOCK (9 a � 9IA L BE USED AT Up TO 1I2 OF SHUnERA1.SPPAN MRRTAM• ANY ELEVATION.OR 127 W LOCK t�J a �92YAY BE LMEG AS AN INSIDE OR OU SDE LOCK, ATTACHED' TMIR O QJl 9R ¢� CENTERYATES W/(U/4'0-20 x 1/2 LONG MT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON SHViTE Anon. PURPOSES, UP TO lYA NV [220:��EEAS USED AS AN W90E OR OUISOE LOCK CONNE'CFION OF IDCNS TO CFNTERWIFS OIGIFD ON NOTE (I) ABOVE WHEN LOCKING RODS PRE NOT REOUIREO AT,�},t11URPoCANE POSRWN. BUT MAY E USED IF DESWW TO EWUNCE SHUTTER PERFO CE LCCKWG RODB Q� OR AN'A.TERNAINE DEVICE WY ALSO BE USED AT STACIONG POSITION (NON HURRICANE POSDICN). - 4. ONE HV LOcI(® ® sHxL RE Usual AT OORNDR CFNTEA SPAN, AND MTAI ADONS AT ANY OR OBOE LOCK. L Ame"Ge TD CORNETT OENhFYATE (2) 1/40-20 K 1/2' LONG MT HEAD S MS TWO LOGIONG RODS AT TOP & BOTTOM SHI1L BE USED. fAUTK)N OE LOCI( SHALL BE AS INOGAM ON TYPMPL SHUTTER ELEVATION, LMKWUM SHUf1EN SPAN SHAL BE DEFERYINED AS PER SCHEDULES SHOWN ON SHEEP 12. 5.Are TO papignpr • ONE ALTERNAD: HV LOCK YAY DE W Unl OF M' LOGK I POR PNt' SPIN ,WTI IMSf TIONS AT ANY ELEVATION. AL ERNATE LOOK ® MAY BE USED AS AN C. OR ovrsIDE LOCI(. A77 KMENT OF 1/4'0-2W/4' S.S. THUMBSCREW TO ® OR ® CENIFRMATES SHPll BE MADE W/,1/4'a-20r3/{' KUY. RNNUF AS sHm ON smnON MIE SHEEF &ONE IDCK SHALL BE I/SW AT 1/2 OF SHUTTER SPNi OR TWO LOCKS AT 1/3 Di' SHUTTER SPAN. a, ONE NV LOCI(®a ®a ®SHALL BE USED '. 1/2 OF INSTALLATIONS SPAN NS FOR ANY SPAN N. 12' ABOVE OR BELOW 1/2 OF K USED SPAN IN SEATO UP OUTSIDE SS•. AND.. A7 AGNED TO 0 AT ANY ELEVATION. C LOCH ®ar h/ a 1/ MAY BE 1/2' O AN UT HE DR OUTSILE LOCK. F LOCK TO . aA S SYMMEIRI ON. CEN AL SHUT ER LE 1/4•-20 x F L LONG FLAT x0 Ss MS. LOCATION OF BOTTOM SHALL BEET Y MAJ FD ON iTRCN. SHUTTER ElETATON. USE OF LOCKING RODS W/ Q§ OR � TOP ANO BOTTOM B COYPIffEIX WJVDAITMY, AINOTES ON HV "i LOCKS AND CENTERMATES: 1.TO comnim &I VALID My MR 0; ONE ALTERNATE HV T LOCK NAY AND BE nSjALLW IN UEU OF !N IOacS 01 Ma ANY SPANCENIEPI AND WSfA ON110�A{I E ANY ELEVAII U AL TE LOCK -0 Y.BE USED AS AN Me CR ICE L.00K. ATTAGNENT OF LOCK Q9 WCWDES USWG flTNFORCWG LOCKE �, AS SHOWN ON SECTOR MICA. SHEET 9, WWCH UL BE CONNECTED TO CLNIEIUMIES ® AND W/ 1/4'0-20 x 1 1/2' LONG SS. THREADED DOLT W/ 7/9'0 K 3/32' InNGNVT OR W/ 1/4'0-20A' SS.Y.S.�NTO A 1/4'01 5/B' RNNUE LOCK WY BE WSTALLID AT MIDSPAN OR 12' NA%DNY ABWE AliD BEID'N-4YSPAN. USE OF TWO LOCKNG RODS 0 TOP AND BOTOY IS WMtaORY. ` O LOCKS S. 1. :ONE ALTERNATE E0 LOGY. U WYOE 114D W UEU OF TIV LOCK4 OR fOR Nff SPIN AND 1NSTATATWN9 AT ANY ELL®VA1S W ALTF#S - EC LM- ®1U'Y BE USED O MILBEE FIEWORCOBIAT INSAE AN WDE OR ERT SHOWN ON SECTIONS HD9-- AND HOC IAC,!,Mc[IE,ET 0. LOCK MAYBE ITFAIL EO AT MIDSPAN OR 12' MWYUM BFLDW OR ABOVE MOSPAI, USE OF LOCIGNG RIDGE @ Is COMPLETEi.Y OPn%N IL FECO,TKf. - STATE OF - TWT TESTING &ENGINEERING COMPANY :Q'� %'� 81i5 ,Lt TE0. W. 54 ]'A.YAiM WWR R6d .0 IAnn, : (JaJ1ar>t 5ToFam e(wlen-uJl ''o', 70N IF' G` nDI P.E. SE IAMUNi0URE/DATE 44 V RORDA D` 4 ,41� tae A.SwS.ALT Amerlean Shutter Systems Association, Inc. 4266 Westroads Drive West Palm Beach, FL 33407 LAULInun nlgO -emcuY 0 2015 0.STURN META. `.APPLY. ING- BEIRTHA HVTY Accordion Shutter SysteT HV. SLIDE #1 W/ CR W/O HV. WINDOW BADE IAscwlto-lI mn IWIwI en. NL L OlD II-192 1 1J 15 CUD a 13 LS 2 1 1 DRAWING Me '. 15-005 �I NNGRIE )rR3MP5 (SEE sCNEOAE ON sw 13) E M. JVl-CJ`••U6 i5Q WNRvi�M 9@R � un. 1 s -aww• s.s. Ea 1�ENixE/;. -20S uSNc ,!.•-zo Tans 0 1z' oc. S ]3e" wa.. gPfIWW. i� !1 � © HV WALL HEADER INSTALLATION O 19 G. _ j� ___ EG E 1/Ye-2a.3/P ss 1.IIWPS � > IffeyNxG yypEtE gULE ON imiss x 2 WUTS 0 12,Eas ANCHORS 1 18 1. t/s•-zo NUTS o 12' oc. (seE scxmulE ON w/ V.'-zo wars o ,z' os. EOIL�U (SEE SCNFDUfE ON SHEEP 13) Ns, PWf60 CONCRM sHEEf 13) CCNCRGE OfDCK MW iEID NnaO NV WALL SILL INSTALLATION mN� E tom`saoII QF HV WALL SILL INSTALLATION off caaElE ana , wu� so © HV WALL SILL INSTALLATION NM FOR Wl MWN Or SECDOM INSTALLATION DETAILS W/ / 1-* • TML • E e, a EOCE aS�IxCE (n HV BLADE � Y ♦ sEE u uuNs a u19 roN P- YWNIWC'SECItM6 TIN BE CCYWNFD (sEE SDECH1G1pNs WI SNFET 13) &ME GN SHttT IS N AHr MY le sVrt N11' NsrNI41pN. - uuwur FLOPoDA BUILDING CODE (Mon Nigh Velocity Hurricane lone .`dSER..:..�C/T'.� ® zola Ewms M WEI& ` . ' .......... BERTHA RVnw AvSAccordion Shutter SystemLEC asmA■ MADEfit vruQW tlA➢EONe!f/' /,r #= Arneaccn Shutter Syslams asmvnw w1E owm m: r,. �:.• B AP TIWT TESTING @ ENGINEERING COMPANY AssoelOilon. Inc. , GLD 11-152 s/13/is as a 13/ls ssv ww..tm. a v . m,mma. mamma. nam+aH 4288 ocds Drive Westrz 1Y�eno : pm)en-tsso . 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In0. 4266 Westroo0s Drive West Palm Beach, Fl 33407 Accordion Shutter System Kv. � pl w/ OR w/o Nv. vntmx anEE TILUT TEWIN0.It ENGINEERING COMPANY axs Nx an sti sw. am..xm.. avmERx nDon. v1 E1wm . fm :.(YS,UT-1S11 m nm M.tna A T i. vE 1C I ,v ILOIOd M IR,�,n. w,< o» m N., 1 ClA i1-192 k(1] 15 ONU 4/13/15 a DRAWING NO 1 5—D85 $� F�;•.. •G\ o SIONA ,E V, Jluu...wN1L�._-.-.� ] a SHEET n� nn oUT eQ IN ��� MmNG BLADE HV CENTERMA ES a� SEE END WAl DETAILS ON SHEEfS s¢ Notts oN loam* w 0 . w laxs(�j a 0 ,� ���a©•pa'® •p« OR s�� END WAL GDNNF=014 o To I'R11(81a'-2 , I 8O•®v@.®a@.® B1/z• r "...... (eoa,-m NIf1Y) MUm. d I a OP PO SING UTAMET—ETAAL ev4iE w (x) 1/PI TAPCIX4 I/2• u®•® xi To cax^ncre I C NTERMATES 0 . ATES Nm. svMt N poa`�' sas o 12• (4MIo,I/2 Su I 6.a rat 4a+a^. 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Inc. 426E Westroads Drive West Palm Beoch, FL 33407 0111MEMMUMMMM it : yL ]fY 1p16dVPK IWI®.b®t4.9d 9Q1] Y(64n4YC OlII©f6•L Mx96 ` WDMLLmI]PWl9 /AUCbA ]141 B..S0 i ® M15 EASTIRN NEFAI SLP .eta. 131EWHA H w Accordion Shutter System H.Y. 9AM #1 W/ CR W/O KV. WWDW B.AfE Y. IXSCfErIbMI our lof m a, 1 OLD 11-192 ]/V IS 0M 4/13/15 2 DRAWING No 15-085 —vODaa axrRETE aR V - OR CONCREtF CON 4RLIE BLOCK WALL OR CONCRETE BLMK WN,L REGUUkU ..- BIOCK will REOUtl PEDNRED BLOCK WI1L REOVpffiO .. CEnSUN¢ G(ASS E%ISPNG CJA^vS 2' MID - E%6TWC C1A"aS �EXLSIWG CLASS — S 1 1/2• MIN. - W' O 16' Gf SOc DEPAR x rOR SIDE CONNECRa4 . 8 T . a •Q TO TRACKS ----- ExISNNG GLA58 WL 1X WNM CUP (eow-TM • S., (2) /4-0 T (2 SEE NL x ice. / OR AT I. O.C.O.N WAN. AT 1' O FRHFft SIDE OF( OR ®' 90F ONNECnON TO TR4Cxs ©• .®a SEE c 7.3 (�e� SIDE •®�©•C�-Oa •9�a ®•d�-®•Q�-®•d� aQ�•43 ®; �° '�' END CONNECTION OETAIL 3 -Tu mel 1poozlb;nl in Y MAC E a "r VIEW % 1 aR Q5 PLAN POURED MCREW OR N(W(K��, . C9.0 O•®-® E Dp�l �S L JQN CONCRLTE elaa( WA41. 1!VJ• REWJM�'O�a '�" ©•O•i' ©•7 HV BLADE OR f HV WINDOW BLADE INTO @.@- •20•®- ®•i�--® ®� CONCRETE OR CONCRETE BLOCK WALL, MD,�DHNECTIION DETAIL 5 a• �'®'®'®��® © •Q�fi3 FLORIDABUIIDINOODDE(Non Nigh Velwit Hurricane Zone oE(i A. Tltt jT4, ® 2013 EnsrERN MET& StMy.. INC.. BEMIA HVTM Accordion Shutter System ``oa Qy ....... • .. y 3��✓ p c @ A A S S A IL E C O tNo. , tEV. HALE #1 W/ OR W/0 H1: WNODN HAOE eJl* TIWT TESTING & ENGINEERING COMPANY American Shutter Systems A990CIat10n. /nC. ¢a1: M.. 1 OID 11»IB2 !/N(I6 PAtO 4/13 IS STATE OF aes Kr. >Mn, n, sM..w], ttioww vmErra, R�4 sn rw : (Yk Wt-IS41 4268 Wee(roada Drive 2 DRAWING No �'nfP ORi G��•rr` 3 u �oma,«,,.�� yl blast P¢Im Be¢ch, FL 33407 15-085 MAKIMUM SHUTTER SPAN* 'L+' OR 'L-' (ft.. FOR INSTALLATIONS W/ W/ ONCE N.V. C)®( ®®r ®or r or HD LACK ®W/ NO LOCKING RODS' or CENTERNATES ® & ® W/ ONE HV 'C LOCK ® W/IWO LOCKING RODS TOP & BOTTOM SEE NOTES Miaax w ) cotic ElE & WPOD wSr aAwn 0 WALL uouflnC n00R%1'A{WJ MDDNTwF. L4 W I L- LF 00 1 L-(q 30 OR IV-W IWA' IV-O' 16-0' 35 14'-IW Ir-ID• iS-2• 16-0' 40 15'-to' 15-10' 14-P U'-2• 45 13'-1• IS'-1 53'" 'N'-0' 50 Ir-V IV-5' 12'-S' 13'-7' 55 I1'-10• 11'-10• T2'-f IT-I1• 60 Ii•-P 1P-4 1F-r 7i-4• 65 10'-10' VY-10' 11--l' 11'-11• 70 10'-6' la'-8' 10'-9' 11'-5' 75 IW-1' 10'-l' IW-4' IV-1' 80 W-10' 9'-IW 10'-0' 10'-9- 85 9•-8' 91-V 9'-9" s0 9'-1. W_r 9'-5' ur-1' 95 9'-0" 8'-9• W-r W-10' 100 8'-9" S'-4' 9'-0" 9'-T 105 8•-7" r-11- 1 w-9' I 94" 110 6•-c r-r a-T 9'-2- 8'-2' 120 8' W 6'-11' 6-T W-9' ISO T-8" 6'-5" 71-IW 6'-1" 135 T-7" e'-2• T-9' Y-9' 140 5-5" -IV V T-T 7'-6- 145 7'-3' W-9' T-5" 7� 15G T-a' S'-0' -4" 7 1. 155 7'-0• 5-5' 7-2' V-9' 160 W-11' S•-2• ]'-P W-T 165 a-10' W-i" r-0" 170 W-9' 4'-11' W-11- Sr-V 175 6'-7• 4'-9' 6'-9" B-W 180 6'-e' 4'-8' 5-8" 5'-I0' 155 1-1. V-6' W-T 5'-8. ISO 6'-4" 4•-5• V-6" V-6' 195 V-3• 4'-3- 200 6•-,. 4'-2- V-4" 5'-3' 205 6'-Y 4'-1' e'-0• W-1• YAODUM SHUTTER SPAN* 'L+' OR -L--- (ft) FOR INSTALLATIONS W/�(trx ONE NV LOCK 111 Or 0 W/ NO LOCKI 0 RODS - (SEE NOTES t, tf) wour W ) CONCOLiE Y WOOD R41 IeIItR+t6 ROYi/QLNOIWWIOM LF W l-(N 35 t4'-10' IY-10" 40 tY-t0' U'-t0' 45 IS-1" 13'-t' 5O IT-5" 12,-0" 55 11'-10' I1•-t0• 60 11'-4" 1V-4• -65 Aw-10" t0'-IO• 70 10'-6• 10'-6' 75 10'-1• 10'-/" SO 9'-10' 9'-10" 85 9'-6" 9'-6- '90 95 1 9'-0• 100 IF-9' 8'-4' 105 e'-T 7--11" 110 W-4' 7'-7' _,. 120 w,— t30 7'-e• 61-S 135 7'-7" 6'-2" 140 T-!r s•-u• 145 7'-3" 5•-9- 1S0 7'-2" V-]' 155 Y-o' 160 1• 165 170. 6' J' 4'-11' 175 6'-7" 4•-9� 180 e'-8" V-8' HIS G-5" 4•_6' ISO 6•-4' 4•-5' 195 V-3' V-3' 200 G-2' 4'-2- 205 e'-V` 4'-1' IMUM SHUTTER. SPAN*•L+' R -L-• (ft.) INSTALLATIONS ICIENTERMATES dt W/ ONE HV LOCKS OR W/ NO LOCKING ODS (UAW Felt MOINII SHEET 7) W'� gNlp COtRREIE NSLALIA110N5 FLOMI/O]IING YPIXIYF Olt 4 L L-(0 W Ieb' 16'-0' 35 IY-2' 40 14'-V w-2• 45 131-C 11'-0• 50 lv- 13.-1' 55 11'-1' 60 10'-2' ID'-11' 7 ROR10P NSYMI mqN : MWD CONCRETE & WOOD MANSORY WAIL AIR. C. D. E. M. N. 0, P.O. MOUNTING F. K & L R. S, & V. FLOOR/(DUNG 0, H. I. II. J T. U. W & K MOUNTING & Y 6 wxcuuM SNUm SPAN L+- OR -L--- FOR IRSMLURONS 0R0 WOOD SNNL BE UUJTM TO 103 Pa. &&a. DESIGN PRESSURE M.G. N V CORNER CFJeFRM /3 MY 6E USED AT ALLM'C INSYA)ATGK& LOCKING SPEDgICATIONS1 BE AS INUK ATYD ON MAND)TORY CONOMON 02 is. SHEET 5. t 1 E7(OPT THAT "WIM SHUTTER SPAN 1+• OR 1-• NA MACUUM ASO. O9NG PRESSURE ROW Felt WAUA110N5 INTO CONCRETE OR CONCRETE OUXX I- CONNECTIONS LK fOLLDAS 1- TO KEYSTONE MOUNDS( LIMITEDMCUNF TO )ON S2 EFp.s.f.7. AND 8'-0' SPAN, SEE YOVNRNG MOON SHEET ]. SEPARATION TO GLASS SCHEDULE MINIMUM WIND ZONE ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" 10 HV BLADE IL EC0m TIUUf TESTING & ENGINEERING COMPANY 6Y3 NR 36N. b{. 9.. ]O!. WP3sA 4,16EM5. F1OIG }1 flung : (3WJ871-1510 , Fa : (]OS)S71-I531 Hnmx mNmMKvn N-WSb]la WALIFR A TIDY Y. PE NIHM Uc 0 MIb] A.S.S.A. American. Shutter Systems Assoctatton. Inc. 4268 Westroads Driw West Palm Beach. FL 33407 (1) 1+: MAXIMUM N.IOWISLE SPAN FOR A OtvEN POSITIVE ASO. DESIGN PRESSURE PALING. L-: M A10WYSLE SPAN FOR A GIVEN NEGATIVE ASA. DESIGN PRESSURE RAING. (2) PILOCE WE TO DffV."e MAXIMUM SPAN TOR WALL MOUNTINGS (TOR"BO IOU) OR PLOOt/CEILING: CNEN A POSRP/E A". DESIGN PRESSURE RATING. DETERMINE MAXIMUM SPAN'L+• FROM SCNEWIE EVEN A NEGALNE A ,0. DESIGN PRESSURE RATNG, DEIERIAE MAXIMUM SPAN 1--' FROM 501EaRE FwAL 1WDMUM ALLOWABLE SPAR IS EOIUL To THE ESNAJM DETERMINED SPAR BETWEEN 'Li AND 'I-. f.0Y91NATINNSNS EN BETWEDN WALLWA UOUNFINCS FOR W/ FL00R/CDLING MOUNTINGS: MR A GIVEN POSITIVE.AS.O. DESIGN PRESSURE MTING DEInRMW. LI+- MAX. SPAN FOR WAL MOUNTING OINITYADONS. JIST ATI SPAN FOR BOOR/COLNG MWNIWG wSIAUARONS FOR A GIVEN NEGATIVE AS DESIGN PRESSURE RATING.. CE ER M U-- MAY. sSPANFM FOR WALL MOUNTING wNYNz1lONi L3-- MAY. SPAN FOR FIDOR/(DUNG MWNNiG INSTALLATIONS. FOUL YAMMum NIDWABLE SPAN a MO TO THE MINIMUM BEM'EEN 11+: 12+: %1-• MD 12-' (4) W TO ANCHOR SCHEDULE WIN FNAL MAXIMUM ALLOWA&E SPAN AND NEGATVE A54. DESIGN PPESST3RE RATING TO DETEFOIINE MAGNUM ANCHOR Accordion Shutter System H.V. BADE p1 Wr OR W10 KY. 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Lla TILLIT TESTING 8 ENGINEERING COMPANY 9 ••ESTATE OFF: �= a � s W. w `emu u ^ v F.: (.1W)�T1-iSll %ts •. :ORI9P: \ ;? °.., s70N""' ON 111 exUR A 1WF .b. PS P.E. �p/kR�6TDNA16E/DATE naRm, ur_ I u1eT TAPCON OR TAPCON WIIH ADVANCED WEAOFORM TEOHNOUDOT ALL POINTS SOU@ -SET OWE TAP TAPPER+ SEE ANCHOR SPECIFrATIONS ON SHEET 13 •sEE UM n-NS 1# IISE FOR ZSEE E S3A ON SHEET 19 n HV BLADE OR n HV BLADE W / g HV WINDOW BLADE WORKING IN UNISON A.S.S.A. American Shutter Syefem3 Amoclatfon, Inc. 4268 Westroods Drive West Pohn Beach, FL 33407 2015 Shutter IAWING No 15-085 I4-O' SILL MOUNTING amuo�O �vm000 �00000 �]OaOIOG nmDOD r�00000 rnnmtaoo oo©voFa voodoo Elm Eldorado voodoo vov000 fisummis gq== v=Bxnp 0"0'0 =Mc==EO v ====a 0 OVOO M M =MOFO 0ooto good 0 vO1!0 O 01O^=== I: a AN nN M<E"; a a 7) 1. ANCHORS To SWR;FRATE SP LL BE AS. FOL 0 ' Fa® aaCa7[ (/) To nOSIINO PootRD WNcRcc OA,% rc . 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AND FOR ROUE W W/ CAP ANCHORS IS 1 I/r. •SfE llAaiMa6 616E FUV Iva�v. am IR IIl . _� E R • A2) Y➢IIWY aE®1RTRf of 1/4W . 3/4' ALL FONIs SouO-W ANcHORR SNNL BE 7/8' INTO THE PCAED VDNORJITE. NO aORDIDWT INTo STUCCO SHML BE PE RwaTuo 1/4.0-M s Nocaa: S u= sWIL BE 1 1/2- m c winuvw nINRD mcco Caw. M.n 1 uWMIY FOR WALLS 1TRH NO STUCCO. A ,) N CASE THAT PRECAST =,L PIEGIST CONCRETE TMG5 . PAIIIS OR ANY VMn RE POW, ON THE El6TLYC WAIL OR FLOOR ANCHORS STlLL1 RE HRC a1WGH TO REACH IRM uMR SIMN.TLWE mxolo SIID WILL nNralRs AVaANCE SNML OE AS NOC4TFD aR NUIEB AI) Nm I TO mS MABDW FAR LYRMIATIaS ON V¢TIL Sawa OR Ea5 W1N OlE MII1DUf IdEIu SRAS mrSUIT TAPS ENGINEER .` WSTMUTIOR IN METAL S1UD5 SFE SHEEP M. (8) TO Ds NG CONWEIE &GCA(: (ASIM "0) - I/4'a TAPaON OR TAPODN WITH I ANCZD TNRWNAW TOMNOL G AICHOM AS {IAIIUFAC111REO BY LT.t. BU¢DOL 1/4'0 x.3/4' AIL POLAR SCUD -TIT AA'CHONS AS 06TR01RFD W ML POINTS SrALW. 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PAVERS OR ANT' VENEER BE FADM OR THE EMSTNG M OR FIDOIL AHtlNS W L BE LONG INOUGH TO REACT 1NE NAGS STRUCTURE SIDRID SAID WAIL FN ANCHDRGE SNLLL PE AS NaGaED ON NOTES en a BR) ABOrE FLR 06TMUTaNa ON WNTE suac OR am MN OR MN1WT METAL SILOS CONSUT THIS WGNEER. FAR NSTAIEATCN INTO, IDS MN Mox STUDS SEE S M (C) ANCHORS SITYL NSTAtIID follDA1NC ALL OF 11E TECOII4FNMIMN9 NA ST4CNutt1TS OF 11E /NCIOES WNIfAC11daR (D) SEE SCNEDVIE OF1DN iLR FIIGE dsTANQ CEO.) YaLNS SPACP[G PaAlIDX511W Fin ANCMOS EDGE DISTANCE �S SUCW-WlEDIIUL-EQR-AKHaM IUR4W ANaIOF RPAdWS ARE VNIO mR LOPE WANCES ID m BaDW. FAR E 0. M THMI ,IE No1Glm, REDUCE ANCHOR APACNO m uuTalM TOUR¢. u5 aR salmxlE er AE mLLOWIx¢ FACI015. P.FDIKED sP�nNe osruxD) m'usw¢ rAcroR aNLL NOT az us 1MIW Nxluuu sPAcw¢ xaGTm FOR rsa IxaroR IwE FACTOR ACTUAL. EDGE DICTANCE EA TAPCON M SPACNG . 3' TAPCON WITH ADVMCED THWA➢nNeE TECHNOLOGY WN. WACNG - r All. 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TILUT TESTING & ENGINEERING COMPANY 6EM1 IIl XP. 31. g ]Ol. VRYM Ct.4pp6. M'M ]]'. Rrine t (w7�1�-tSJo .romt: (wlHTt-t51t RAtOA L / "I" W ANCEDNOLOGY-SET W SEE ANCHOR SPECIFICATIONS ON SHEET 13 Q VALIp ONLY FOR UP TO +70, -75 PSF AS.D DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE 13, SHEET 11 n HV BLADE ONLY A.S.S.A. American Shutter Systems Assoctatton, Inc. 4268 Westroaes Drive. -West Palm Beach, FL 33407 KV. EVA.DE. B1 W/ OR W/0 FLV. No MMMUM Ac.D DESIGN. PRESSURE RATING (y)a1) AND CORRESPONDING MAXIMUM ANCHOR SPACING in.,) cCHmUyR A G(yEN Ar. cH TTTca cpAN. N -A S D. D61 -N PRE55 R AT)N AND A. CORRESPONDIN • MONTING TYPE. (5FE IIanINC9 ON S1 s 16 & 17). L_J B E T R.AT E SOUTHERN PINE Na 2 W/ WIN. C=0.55, DOUGLAS FIR W/ MIN. G-0.50 SPRUCE PINE FIR NORTH W/ MIN. C.0.43 SPRUCE PINE FIR SOUTH W/ MIN. G-0.36 1/Y NW. COX PLYWOOD 2 W YIN. G•053, ,N, nW W/ SPRUCE -PINE FIR NORTH W/ MIN. G-0.43 SPRUCE FlR SOUTH W NIN. =.36 t4lp4y sow WALL MOUNTINGS M. 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S 5 43 >5 - HV BLADE OR n HV BLADE W/ �A HV WINDOW BLADE WORKING IN UNISON* IVNE ad Oaxt iv H• NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1. ArnloRs 10 vAt1. nOOR DQ SaD 11000 SO11TT SHNL E AS rallaf4 3. Stp)nPNE SIWM WISSi OP THE FUtIM144` -mU11Im Sac Na 2 W/ O.035 DWS) -Ile. lAPWHANRCR% 4 YYIfAC1U(00 I f U.Y. OICOF% 1/ 11moW B1®1ENT A5 oIDlCam AT -OOUMA9 vw W/ G-0 F SL1W ON S1mlS to &'17. -69NA'E PIE FYI NORTH W/ G tt (IlD.sj DOIProle SM Ne1E 2 00M -SHOKE Pm FIR SOUTH W/ G ("O%) 2.ANMR15 m IFN1aN CFFWO S1MLL 0E: A5 WIi. bOWiONa TFPE W 51FET i7 AtO `JViL EnuaT OF _yW 1/Y W2 FLIWO3O (t90o VA) IAO SL1875 A9 Pat NOS m12'+PFLPCIWdS 4. ANCIVAS &4U. eE a91AULF FOUDIYOC NL OF 1NF l i3 A]iD ST+ECYCAFaS OP INE wHoIrS N.VaFACTUTM . ' •'•, % ' HITESTING &ENGINEERING COMPANY LT v. m. 50a vF69YA aY41M9.. LI (]93)571-15W . Fm ; a-mw; lm� -00o mn19 IN112R A FLAT N. P£ M101®A Un f 4410] ASS A American ShNNWF Systems Association, Inc.Ina 4268 Westroods Drive West Palm Beach. FL 33407 HV. 1 2 ttEOf ' = aaF .......A..�Y 3.- ] 4 5 No SY 1/4•0 TAPCON ON ION TAPCON WON M ANCEO MREADFONEL TECHNOLOGY -r— W/ 1 1/2• Mo. PENfl1M110N OFMPEMEO MEN TO p(I50NG 1 W000 nomm (� SCNEiWEON"516ET 15) 15) y'o •k. 1/{'q_2WJ/{' SS. WCNYE . OSCRLb^ NO/ 1/{ _20Ir NUR / 1 Yin DOSIINO 2 GLASS-1 1 x•a{• Wood 1 IffAMm REaxwu IoamNc I tQa sxlYml I I GU55-•1 W wss (sue — 1m1 Potty 9MwEmND 1 ON Is eAm;,De & NOHV WALL HEADER INSTALLATION 5 9 0 ON® -0 �(s¢'sLiTEovi[ on'"s E�uSIWG 6W'S-J 1 LVaGI \_ 1 USNC 1 O 12• 7"r111r1p,� 9 •q TAtteN OR TMCCN Wmt MJNNED :GAOGOWI TECHNOLOGY W/ 1 T/2• PET1flPATON O1' 1NNVD(D ASG TO :TSo Sofew ON 2 . LEaaE W 1Efl 15) 2'W COMr. SILL HATE flab. NUR IL..-..LM utn. r. iAPCfW T TMCON MM AWANCEO m 1® MNFWOGCRM TCCIOLOLOGY ED 1 A T2 YITA{' LAM Yin NG WOOlDN! M IILEAOED AREA i_ - 1/{�rePCON.at TAPCON WIM /DVAtR:ED ' �� 501 PLATE (SO: WOOD ON SKID. ' TNREAOFDPY TKNNOIDGY W/ 1/2• 1/{'q TpiCal OR tlQ1E: V. 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Inc. 1 OLD 11-192 {/I5/I5 OLTO {/ID 15 ,o ,STAM UV 2 PngW : (5L5)ex1-15a0 . F a : (w5Rf1-+mt 4266 We slrgods Drive a DRAWING No 0 -mx YYa.Daaian West Palm Beach, FL 3D O/ 3 L FMI 1/4'0 T= OR APGON W1R11 AGYM= 111RFAOrCRw TECHNOLOGY 91 Vz' xh. OFN VQR nwvnm u To (sBE sttmUli ma sozT Is) ($) HV WALL HEADER INSTALLATION 1�sscveEr a rw nsra srurtm Assmr z-,wwGWo sEcm+s any emmlm w AM' m To mr ANr Y6NIlA1gM. 1 Ama 6rP. �--ro an55 (s¢ sxmuc ox swr.T In i 4W X000 ftEONFtD. 1 1_ mar (v APKICMW sMucT)RAL ADEaw'r B]B MOOD BiILV MG ro BE CFIWOiD BY IXIAwG R[ri51FT® fNaNFroFA OR ROR F ,Z. ,. U'TER O 24 SCTITR PsvLLM O'c.'REGmRED 1/4Y YWCON OR -.__ __ — _._'--...-_ EMfiIWG W" WOW WIM ADVANCED i1RFAOrM I NOIDCY W/ 1 1 I MzmeIow II 14J/4' '.411/C Ca(F. AWO. TUBE (6063-T6 ALLOI) X/ OF 1 A TO EMRNIG "'GOOtRADFR:Tf� �x,B. O 6. 0.0 I .. I Or 1 - Or pp2'� „ W. U � m ' (SEE Sp1EONE oN' SHBE( U.) or © or © I V { x uG I WlOWMIN OF FIOmwC IRARJ I —BM (i- Um W.HAL I i RNtTPAwGON rnroroA III,,,JJJ fV IA° -1. 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