Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
PRODUCT APPROVAL
1/4/2018 Florida Building Code Online — Business & Professional Regulation r BCIS Home I Log In I user Registrebon I Hot Topic Submit surcharge I stats & Facts Publications I FBC Staff I BCIS Site Map I Lurie I search �Florida�� " Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List SCANNED St. Lucie Search Criteria County 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 - ADDlications ,FL# Tyne 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 Cara. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us :: 2601 Blab Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 Tee State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public remms. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail m this 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(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide 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 the public. To determine if you are a licensee under Chapter 455, F.S., please click here. Product Approval Accepts: ® MR, FOR 0 02 Credit Card Safe https://floridabuilding.org/pr/pr�_appjst.aspx 1/1 GENERAL NOTES: 1. HERDS xVO ACCORDION ORDRat HUMOR SHOWN OPI TARS PRODUCT INSTALLED aN I GCUNENT (P.ED.) 19Epl WIpFIED FOR COMoLUACE N ACNRDW CE MIN ra 2017 (60 EODpN) OF ME FLOOD, BUROWG CODE CMS ACCORDION EHUfiFli SYSIEY SHALL NOT BE INSTALED AT NIGH VEL HUWICME ZONES. DESCON MVO LSHALL BE S SHALL DETERMINED M PER SECTION Is" OF ME AN)YE MENTIONED CODE. MR A RADIO, MIND SPEED REGUM W ME JURFdKCTON MHERE SYVRER MLL BE WALLED e11H A DRECDODUIY FACTOR K4-OBS. USING ASCE 7-10 AND SHALL NOT E]RCEW ME ,NW (ASD.) DESICH p,,,,AK RATINGS IWIGTED ON SIHECIS 11 THRU 15. 18 & 20. N ORDER TO MORN THE ASONE WN M ON, "L X DESIGN MIND LENS DETERMINED PER ASLE 7-10 S BE FIRST REDUCED TD ASD. DES,, RAND TENS BY NULTIPLYNG TEEM W Be N ORDER TO CONPAFE THESE. W/ MAY. (ASD) DESIGN PRESSURE RATINGS 9AIATTED ON SHEETS II THRU 1% 19 & 20. N ORDER TO VaeFY THAT COMPONENIS NRD MOORS ON THIS P.E0.. M TESTER. WENE NOF OVER STRESSED, A 33 % INCREASE IN ALDWABLE PRESS FOR WIND LOADS WAS 2111E USED IN THEW ANALYSIS I0111YER. A MAID WRANON FACTOR CD-1.60 WAS USED FOR VERIFCWOI OF FASTENERS N WING. BERTHA H.V. ACCORDION SHUTTER `YSIEM'S ADEQUACY FOR WIND AND WOE MSSRE UFA= LOAD HAS SEEN VEKi1E0 W ACCORMYCE WIM SECMN 1600.1.2 OF THE ROVE uDNWENM CODE AS HER An REFORM -NV BLADE O /0214.01-03, /0715.01-o3, 11004.01-05, 11214D1-05. /017D2-06, /osocol-ID AND /010.O1-I1 AS PER TAS-201. TAS-202 AND TM-203 PROTOCOLS ACID ASRI E-IWO AND E-SOBS STANDARDS (AOSRLE LEVEL 0, RAND ZONES 1, 2 & 3) & /1220.01-10 AS PER TAR 201. 20 & 20 RIOEDCOIS LARGE USSR,, -HV MWQKW BLADE 0 /0505.01-09 AS PER ATTM E-1886 AND E-18S6 (MSS LE LEVEL 0. TEND ZONES I. 2. 3) BASIC PROmC1ON ONLY AND 10725.U1-88 M FOR TAS M PRDMOCCL 2. 1ry BADE (D IRO W sAKDO Y BLADE ® IRE FIK.IIEAm TO lWRat W UH16OI MM Fµyl OVER UAOFIR THC GENERAL DMTAmN$ ANTI CDIOIION$ OC USE WDfNED Ox SMEf 19 1 BERTHA H.V. ACCORDION FWE (try SCREWS. USED AT OUNCES KNUCKLE AND MR DIRECT CHANT CONNECTpN TO TRACKS MULL BE jlsA2.75- ANTI /I4M.75- RESPCCINELY, 410-W UJIN SERIES STAINlEES STEEL SCREWS MM 135.0 W ElD SIPIIKTH NO I80 lei lEt6RE SRGNGIx PINS SHAL BE COATED W1M BERDA MV DACROSHELD COANIC SYSIA AS YANIW7CIUREO BY MM SERIES COAlNO APPUCAMRS. REGISTERED WITH AMEMCW 4KTTm SYSTEMS ASSOCI PINS MUST BEAR ME HV MARKNO ON THEIR NER). 4. AL AL UM2AN EKRUSKNE SHALL W AUONUM ASSDCATIOR ALDY MO TEMPER AS INDICATED ON SWIMS 2 AND 3. MWWUM MELD STRENGTH FOR 606.1-T6 NCO! IRA W.0 W AND 35,7 W FOR 6005-76 ALOY. _ & ALL BORERS TO BE SINNLESS MIDL M4 OR SIB AA SERIES CH CORROSION RESISTANT CRATED CARBON 31EA AS PER DW 611016 IBM So Ivl Mx MEMO STRENGTH MD 9D HI M, TENSILE SIRENGM. AND EHAL COMPLY W/ RORDA BUOENG ONE SECTION 241 1.33A. & WETS TO BE ASTM A-307 MMANIZEO STEEL, OR Am 304 OR 316 SINES STAINLESS STEM RNN 35 YN MINIMUM WaD SIRENOTH. 7. SEE TIE MLLCRARO SHEETS FOR ANCHOR SPEL{YATON& W BLADE (D: I,13.14,15 AND 20 W BLADE ( & G MOR4NG N UNISON: 12. 13 & IS e MV BERTA xV. ACCORDION SIWTIER SYSTEM SEARS A US. PATENT )6'779.562. COLPONENTM OF MS ADp,MAL ARE COVERED. N "DUE W N PANT NT US PA ENT /5'45B.178 Wong TD rASORtI METAL SUPPLY, INC. 9. R 9 W THE R6PoN5®UD OF THE WMRMTOR TO VERIFY THE SOUNONFSS OF THE STRUCTURE MiRaEE SMUIIFA 6 TO BE ATAaIEO TO INSURE PROPER AVCNMADC CONIUUM TO EUL/CAAH AL aIUTTER CMm0KURT CODES WNCN ROAN, THRU FASLEMNG N ODHIMO M CONTACT MM TIE N,,, TO PREV0.7Nf MD/RAH NTRLSARM IM DON UNIT MUST BEVY PERIUAIFIR 1A81L N A VISIBLE PUCE MITH WARNME WTa DFRNG PERIOD OF MRBOORE WARMHGS HOME OM M nN.WT. OR OTHERS MUST PWPORY CLOSE ALL W ARE HO CENTERL m AND DIGNE OR LOCK ALL HV AND NO LOCKS. I T. SHUTTER MAMIFACRODE S LLBM SHALL W LOCATED ON A READILY MlgD LOCATION AT ACCORDION SHWOR N ACCORDANCE MTM SECTION 170.9.3 OF FLORIDA BALONG CODE ONE Wal, a BE PLACED FOR EVERY OPEN9K. LABELING TO COMPLY MM SECTION 170.91 of ME FLORIDA BLA DING WOE 12. BFRNtA My' =MOOR SIUTTEN SOTELI'S WSTAL1AmNI SHINE COMPLY MIM SPECS. INDICATED IN THIS DRAWING PLUS ANY NRIDLVO AND ZO1NG REWIAIONS pROWDW W ME JUIRISDCIION WERE PERMIT IS APPLIED T0. 13, 0) TITS PE0. PREPARED BY TARS ENGINEER IS GENERIC AND DOES NOT PROVIDE WOCIATION FOR A WE SPECIFIC PROJECT. i<. WHERE THE SITE CONDITIONS DEVATE FROM THE PIED, (6) CGWRACMR TO W REV"ve'S1E FOR ME SOELTON. RIRCASE ANTI NSTAJATON INCLUDING CBE SAFETY OF TITS PROOUCT. RASED ON HMS P.M. PROUDER HE/SHE DOES NOT DEAIATE FROM THE DIN OTONS DETAILED ON CMS ODCUUONT. CONSTRUCTION SAFER' AT SIZE IS ME COWNACTCTS RC,.PORL9BRIIY. (9) THIS PEG. VOL BE CONSIDERED INVMID IF STEREO SY AFC Maxi fd) SOLE SPECIFIC PROJECTS SHALL BE PREPARED BY A nOMCA REOSIERED ENGINEER OR ARCHITECT INCH WILL BECOME DE DKANEERR OF RECORD (EOA.T FOR THE PROJECT AND TWO MIL W ESFO4IBLE {Olt 111E PROPER USE O' iME P.E0. ENGINFai OF RCCOO, AD1WG AS A D¢EGIED ENCNffA TD THE PE0. ENGINEER EHkE SUBNT 10 IRA IAITai ME SIRE EPECDIC DRAMVIGS fOR (eI OPIGIfM1 RED. TR4Al1 BEAR IIHE DAm .COD ORIGIIUL STAR AO SICxATURE OF ME PROFFS6ONLL a1m'EEA DF RECORD iHA PRFDMW R. err s G2on mnm, M'vCEN IL ECOExc. 'A 6p♦ TIWT TESTING At ENGINEERING COMPANY ♦� SILT x.W. F4V. U SIN. 3IF. M F. 9N 1271-1W v p FRuu I a03)8]I-ISm . F. : (.N]lell-:vl GENERAL NOBS SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL MNDOW RUDE'& WINDOW DEAL AREA . HV 9 e C1) AND HV WINDOW 41 enr fiA (WHERE ABPLCABLE) TYRCAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSEALLARON DUALS A-F, CONCRUE/BLGCH SHEET 6 INSTALLATION DETAILS G-M. CONCRETE/BLOCK SHEET 7 CDnERMATE DETAILS HV SHEET B CE7NERMATE ALTERNATING DECALS HV SHEET 9 END CONNECTION DETAILS 1-6. CONCRUE/BLOCK SHEET 10 MMMUM SPAN TABLES SHEET it ANCHOR SCHEDULE- CONCRETE A. BLOCK SHEET 12 ANCHOR SCHEMILE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE -CONCRETE &BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 RISTMLL TKIN DETAILS M-R. WOOD SHEET 16 WSTAUrON GERMS S-K, WODO SHEET 17 END CONNECION DETAILS 7-12 & X R000 AREA 3: HV WINDOW BLADF (11A SHEET 19 ON Y From SHUTTER ELEVATION AREA 41 HV WINDOW GLAD (1) ON SHEET 19 Y WSTAUTON DUALS. METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF To AAA.& American ShuHer Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 MADE AI W/ (A AWING No 17-107 1OHV SQUO RLe_2„F COVERED UNDER US PATENT B 5458179 OF USE OF BLADF-1 i UN SHEET 19 ©HV ADJ. FLOOR TRACK OUAUFIED FOR USE W/ HV 3. 8T0 LMNI' 11 HV CEILING HEADER Q IED FORUSE W/ HV SLADE 1 ONLY. SEE SECTIONE FOfl VALID 6063-76 ALLOY AND TEMPER (1�16 SIDE ANGLES OUAUFIED FOR USE W/ HV P.A B 3O HV UNIVERSA FLOATER QUAUFIEO FOR USE W/ HV BLADED 5005-75 ALLOY AND TEMPER 1(P HV HEADER/SILL QUALIFIED FOR USE W� HV BLADPONLY 6063-76 ALLO AND TEMPeN-' ALUMINUM ANGLES OUAUFIED FG$ USE W/ HV BLADE I ONLY. 6063-76 ALLOY MO TEMPER 4 QUALIFIED FOR USE W MV \ 6063-TB ALLOYSLADI TEMPER- O HV WALK -OVER TRACK QUALIFIED FOR U((..1��1))E W/ HV \ 6063-T6 ABLL�OY 10, TEMPER' 13 HD CEILING H EADFR/ I; L QUALIFIED FOR USE W/ HV BLADE 1D SEE SECTIONS FOR VALIDITY. 6063-TS .ALLOY AND TEMPER aaMPoMENI A B TI w S' 6' W1L I/W 1/6- S' 6' MAX 0.103' a.te3' /® Lry 2.5' T• MAR. 0.1901 0.1se 0.13]' 0.131' W017 TAIECO, NO. ILRCO TIWT TESTING & ENGINEERINO COMPANY _ e]ss xR. ]eu. N, sa aos xwau c.Bw+T. nvml a (?)HV WjlSO; 'U_ARTFR QUALIFIED WR USE W/ HV BLADE 1 6063-76 ALLOY AND TEMPER 9]4' 013 g a 1] ' .930 O9 0 TRENCH TRACK QUALIFIED FOR USE HV BUADLY. 6063-T6 ALLOY AND 1EYPER • Y r r a1u 3' icy CORNER POSTS. ALIFIED FOR USE W/ HV BLADE 6063-TB ALLOY AND TEMPER A.S.S.A. American Shutter Syateme Aesoclation, Inc. 4268 Westroods Drive West Palm Beoch, FL 33407 i o HV RAINGUARD QUALIFIED FOR IISE W/ HV 6063-TS ABLLOEp(NI )b TEMPER Accordion Shutter BLADE p1 W/ CR W/O HV. Wt0 WC. No I I ©RM! A FRONT ELLMIgN LOCKER FOR "T" LOCK .ENTERMATE QUALIFIED FOR USE W/ NV BLADE iQONLY 6063-T6 ALLOY AND TEMPER gm NT RM QWLIfID FF OR V�W/ Ny BLADE T k� 600-T6 ALLOY AND TEMPER ® LOCKING ROD4, QUALIFIED FOR USE W/ NV BLADEQ 6063-T6 ALLOT AND TEMPER I !pT ® HV MALE_ "T" LneK C OWILIFlEU FOR USE W/ NV BLADE 1 ONLY 606]-T6 ALLOY AND TEMPER VQALIMED FOR USE W/ 11V BLADE(IJ ONLY 606346 ALLOY AND TEMPER 3.161 y 1 UUAL IFlED FOR USE W� ITV BLADE I & 6063-T6 ALLOY D TEMPER 3t/Y 1{A1 QUALIFIED FOR USE W/ NV BtADE.D FAsr b' 6+Km PA"M� ' Ice. S nvN ^I Mma JIB r PJI/.59 MNp[R PMR�O) ( �0�6 �IAIEp) L L7 ® BY LOCK ® HV URESS LOCK L9� QUALIFIED FOR W/ NY QUA FIEO FOR USE W/ HV ONLY. BLADE iQB @ ONLY. _-- 2—' O.D518, - PIASRC NF1D „ - 16• ] YOIDE➢ TO SCRLW 38O' AFPBI RNERNf 1/4"$-20 x 3/4" BEFORE RANG S.S. THUMBSCREW 1/4"0-20 RIVN IT* a W Is YIN.HNWNY o. M µss MIACC NANfg MM SXIst TEITCA .P FOB]. NV NNNIFK " aF A1DF1 ol[RW lF%FOpL PNtSWPFxr. 141Y .IptSLY 0i0I OR [Plu. -K ® HV ALTERNATIVE OY=Ir QVAUFIEO FOR USE QUALIFIED FO$$ VSE W/ NV W/NV BLADE 01 ONLY. BLADE I ONLY. OATS' Men. 1 t25• Mm. TNauINOgN u; OYLwoEn IAa uw. HD LOCK Bf REGENT NARoAME MOMW LOCKS SERIES 2]]3 ON BOLT LOCH: QUALIFIED FOR USE W/ W BLADED& 'L^/ _ a t ' * S 02ot7 MiCCO, MG. II L TIWT TESTING & ENGINEERING COxPANY WSf x�, xv. st, w. w!. xNmrA 6ANC04 Na6Y N1 PnNb : (W .)B)I-ISJO . Fa.: iJ65)O71-IIJI - 01uIRe°7°a PROD Mc F «i6 E , A S S A AmOrtCan Shutter Systems A990CIOtI0F1. In*. 4288 WOSLIOOdS DFIYe West POIM Beath. FL 33407 02017 EASTERN METAL SUPPLY. INC. Big RT ,M Accordion Shutter System HV. BLADE �1 W/ OR w/o HV. WINDOW BADE I OLD 15-085 ]{tl/I ou[: 0]/2] 17 n� `�RIOp••'�a�AL1d1 S�Q,1.1 'NCi L11 Is F. ITEM iQl�ildAFn todinaTr ] a DRAWNG No 17-107 A SHUTTER ASSEMBLY SCHEDULE FDR HV HV 1Q HV BLADE 1 ® HV BLADE IA ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING d� NV NYLON HAT WASHER © HV WHEEL CARRIAGE AISI 302-303 SERIES 0E70's3/16' THICK NYLON WHEEL 0.188'0 AISI 302 SERIES S.S. RNEIS ® /IV 1 3/4' ACCORDION PIN W/ ®8 HEAD ® KV 2 3/4' ACCORDION PIN W/ BB HEAD s ® POLYCARBONATE IMPACT RESISTANT HV WINDOW (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV1Q OR KV ® BLADE. MCAL SHUTTER ASSEMBLY (2) NV PIN ® MAY BE USED IN UEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O na.]24' BLADE WHEN CORRESPONDING TO INSTALLATION '11'. SHEET 7. 04 - p (3) HV PIN ® OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER TrP O SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 'BA SHEET M#EL CARRIAGEDETAI EXTERIOR ) EXTERIOR NV Pw ®OR[iAT KNUCKLE. (5NOT• FOR PCOVIRMDS) P.SSEMBLY LAYOUT 0=7 1e1E00, we. I TILUT TESTING III ENGINEERING COMPANY bf4 B .h la%YFCW oV ,I(IIW M BMm 1 (3051e71-1310 . Poa :'aa)!»1-la, .-ma: m,mo.xcen ®-00a7 B Y A 14N 11 IIARlaRa\ lie / 44 a]a IrIV I. POLYCARBONATE SOURCEIFOR 4 alsx ]Nom16 An1r.]m7amu ]fYpyp mama .vr0f�oesm, a]Bom A,' aw Wn'LL 4%O y.4fM1IO ASIY VmLL ]]..m VLLma LL a.AmB w4 n n.en, eas .wasOf4LLVUW FI M4 .1 aw La[.e esa P.e AmS.S.A. American Shulfer SY818me Association, Inc. 4268 Weslroods Drive West Palm Beach, FL 33407 HV. BADE BI W/ OR No 107 TYPICAL C1i HV BLADE SHUTTER ELEVATION N.T.S. 1, YMAATOR! MMIKRON II. ONE NV LOCI( QI a SNµL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR DE},OW j(2 OF SHUTTER SPAY i0fl SPARS UP TO 105', AND POR INBI UONS T ANY ELEVATKON. HV LOCK IDS or Q� NAY BE'USEO AS AN INSIDE OR Wf5Y1E LOCH, ATTACHED to OR Gin - -catsTES W/(2) 1//b-20 a 1/2' LONG MT HEAD SS. N.S. LOCATION OF LOCK SHALL BE AS INOIG SHUTTEq F ATWN. 2. . IF DR FOR SECURITY PURPOSES, UP TO TWO HV LOCT6 OR WY BE USED AS AN WSIOE OR -OUTSIDE LOCK. CONNECTION OF LOCKS 70 CENTE G ATES OR A SHALL BE AS INO LOCATION L BE AS INOICAT ON TYPICAL SHUTTER ELEVATION. IS • LOCKING RODS ARE NOT REWIRED AT URWCANE POSITION, BUT MAY BE USED IF D SIRED TO Ea E SHUTTER PERFO LIANCE. LOCKING Roos OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSTROM (NON HURRICANE POSITION). ATTACHED TO G3 CORNER CENTERIUTE W/(2) 1/Ve-20 1/2' LONG MT HEAD SS, MS. TAU LOOKING i6s; AT TOP h 00 OM SHALL BE USED. LOCATION F LOCK SHAL DE AS INDICTED' ON TYPICAL SHUTTER ELEVATION. MNOMUM SHUTTER SPAN SHALL BE a[TYRUIum eR am sYurni,i rc tin..,. RWHUT AS SHOWN ON SECTION IK. SHEETS. ONE UN 3LOCK I SHNLT BE USED � 112 EOF/SI/NUTTER 2SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. B. MANRATOw CONIMM a, mR'NFYCRMlF '^' N�•O R.= - ONE HY LOCK Ily or SHALL BE USED Al 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12• ABOVE OR BETDW OF SHUTTER SPAN rOfl SPANS UP TO BB', AND, FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK. { ar ® w ® MAY BE USED AS AN INSIDE OR OUTSIDE LOGS ATTACHED TO 0 or 6 SYMMETRICAL CENTERYATES W/ (2) 1/4'-20 a 1/2' LONG MT HEAD S.S. N.S. LOCATION OF LOCI( SHALL BE AS INDICATED OR TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS � OR ® TOP AND BOTTOM IS COuPLEELY MANDATORY. W/ "NOTES ON HIT `T° LOCKS AND PCNTia c ER I.at 61 KGB I •TP TO 4. 'TBIIY EONdRpN �1y MR NV 7 LQq 66 A. MMERM&M A AMM LONG MUST n ]. r•'TLB-L 1 : IX E µTERNATE HO LOCK Q MAne USED, IN UEU OF Nv LOCKS QQ FOjR�'AAT SPAN AND INSTAWDONS AT ANY ELLVARON. µMNATE HD LOCK ® MAY Be USED AS AN INSIDE OR RDNTDRCfIIEM NEEIiT a AB B110AH O SECRONLOCK. ATTACHMENT or SNOB-KHJB AND To �OC-HV I SHEET 10. LOCK WY BE INSTALLED AT R UIOSPAN OR 12' NA MUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING ROBS 0IS cowwar OPROIUL i 0N111 16ae0. INC. I �? *' • 71LLIT TESTING A ENGINEERING COMPANY i R. " N,Y. N0. A. E4 iO3. MNv4t GPO[+R f19W R: 1YYT y:yj}.LT Pnwx I (USA7I-1e30. Fw : f=1611-1.1 RMOA Uc A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 BLADE No 107 POURFD POURED RCRETE ANCHORS sane E ON WNCAEIE RCOU,SD , CONCRErE(SEE REgIWFD sxEEE 13) / ' CONCRETE NM.110R5 (SEE SOHEIDAE GN SNEET U) % i f 71 ®w Q 1 Btart ISM 1aImRrN f>IRT ; I• 1 W04S.S. _ E 1/7l/7 CKS USING INE/, "as / 1/7• Fill % O 12. O.C. E. D.• 3 at 5 O om& 'I i i TO mm.Ewsmm F Nq 1 OR w°v�nlr!yxIa C4ASSO—i OImm.QO 1 t 1 MIX SEPPRAMOM TO.GIAS I ) (SEE SCREDuE R ON sIRIJ) I C�155 - QA $V WALL HE BQ HV WALL HEADER INSTALLATION + KEYSTON ENSTINO aA wain I L ~(SFE Sa1Ea11L DM SxEEi 11) TOR ENSRxO E. 1 OPTIONAL �:JI,_.'�'J POURED CONCRETE `(SEE SCrz ANCIWRS (SEE SCMEDUEE ON SHEET 1]) ,% �' % ;' 1 — IL/�"U 111i'p+ L 1• �M1 ��,•• COMCRETC Blatlt �0U1N°0 G HV WALL SILL INSTALLATION (SEERS EDuON RED aONCNEIE GUEST 14) OR CONCRETE ff O ( 'xorz mR e°ueiwTnx or �.ermxK. PCOuam © HV WALL SILL INSTALLATION I- SEE 9dR , rai TIWfIC SKUOOR 2 MOUNTING SECTIONS w BE COWL -_. 0 eI�AOE�Aw 91F�ETUSF FOR • L 0. - EOCE ORTNKE (SES SPECVIC41IOx5 ON swEET n) Q ` I f OPTION & I/1"Yea l ,Vz•—� 19 HEAD Us," 0 USWO v % CONCRETE rNCMORS i/,'I-20il/ 5 PMRLPS 0 ,7. O.C. (SEE SCHEDULE ON POw[0 CONCRETE SxEET IS) TRRUSS IN NXMINE MENG W/ •-20 ND19 a 1r o, ORR�C�REIE RIOCK F�)B A SILL INSTALLATION INSTALLATION DETAILS W/ (1) HV BLADE ,,, V 1 . \,V tNsf. �.•' �1 = l C CM17 RUM NO. E22017 WTERN NEEK SUPPLY, II BERTHA IM Accordion Shutter System .4 L E C O 2„�, ` A■S.S.A■ TILEIT TESTING a ENGINEERING COMPANY American SI1lIffOE Syatama IM IMAGE pl W/ OR W/0 KV. WHIM BADE IN, x Ix,rJlsrox J ", wx wN sr: Lc. S A`•'•_ _ QA(QQE : ICI, ,t� •-A"b`•�--e•1 eae x., nu. y, p.. Jny xl¢w, wmva, r,p,y m,y Aaaoclaflon, Inc. 1 1 OLD Is-a95 7 715;NG 07/27/17 Plw�.: (J°])en-1sm . rm : (MA71-1"l 4260 Weslroads DrivD ...... -- s7,ONAI EN, J' a J No e7,o o West Palm Beach, FL 3740) rNgpy NA,OI A DUA J, PA 7-1 07 , P F'CGAI /CICNdT11aC /IInTC nORCA 11a 1 N107 S 1— POURED CWNCE7E ANCHOR$ ( al m (SEE Sa¢wlE ON 51NFEr 13) w m Oma 1 OR I 1 // • / / . ♦ i ' i g j Y � &4II� (OtNO m/SS� i�� R��ivl amm.d I Ym III ,avuUel[ wiumu uu7 °aNR I rNc 1 3/B SCR NON TEK MR tR" O.C. /// I EYSTSS—-, //r// 3 CON ANCHORS/,� E Of C (SEE MexCE QY SHEET 13�: ,' - : , , / / ' AMUCRIfE )1 ' EDDEIF TUB {. Ixt 9ANL, I➢%IC.BLE '' / / . . S�4H V /.'• ROTE D. �ETE HFIY CONCRETE ANCHOR" I aAmmi® 1 OCrykCOVCRCR C . MT MUD CONCRETE ANgOR$ REOCREO SEE SCHHEpULE ON SHEET 14) RECIWCO D. E. (SEE SCIIEOHRE ON SHEET 14) I1 VALID LY FOR UP TO +70. -75 PSF AS.D. HV WALK —OVER INSTALLATION 8HV FLOOR INSTALLATION - © HV CEILING INSTALLATION t D PRESSURE @TOTE SPAS PER MULE �3. sNFEr 11 ET II CONCRETE ANCHORS A -MAN OM Ols Salia4 i a06f 10 1A. (SEE SCM00(E ON �DHC xlmal,�- O ' SNEETIS) I/C9 aY PR1E%iNNMW OIY41111 FAST 1 • E1 I I S"M AD/HDm Oj 5 I TRAM N .L55 Wr�°mua wn TO —pp O'Ai5—, ASU ON./xv .r I 1/4 H J/i Hal FMAY. .FOR . la B'b• AND Y aC RA mxa WY-0H IF 1/4' s'-a'w T) WC" oxNa A tMtt LABIUM IW DW.I(SS TORT OI /100 <' 1 �,. /' 9¢T 11 FOR uttA91 3 8 r1/2' /140/4' HEX HEAD TF7( SCREWS O 9' QO U"L Yx (I , WTI. s(WYI a 1 ]' .a _ __ OR 1/4 F30 S.E. Y.S I CUP .ANCHORS (SEER 6 .O ]/! /14J/4 $D.S / �__ i I i i � •• 1/41-%OJ/f 4 K 1 - O `• ' N/ Ni1T o 9' O.C. 1 4)ElU1E an ,..j 8' 0 C. i/] Yox. • I .. �. VSmt GCn)D HMS ~ f . ` 7 OR 16 17 �8 ].00'E.OMM. i / / . / '! / '' ` omean4R • I .. SNUB ff ' f )%B',' 17/a' � !' APPLICABLE % 11 4' FM S.D.S. IBM.. O CONCRETE ANCHORS WE NOR 13 4 MIRED PotIMD CONCRETE (SEE EC HEDIDE ON ON SNLR 1 aEE NOTE IS(E) NO BLOCK SHEET 14) OPR. ON SHEET 1 P WF EXACIC RE © HV WALL FLOOR INSTALLATION ®,,,p,lY �ET L WA LK—OVER orsm P.cswRe .x-n QJ HV RAINGUARD INSTALLATION t -INSTALLATION 9W a'b .. Dea: NOT FOR CON0NADON OF MCTNm. BE • E. 0. - Ear CSTAOE RmwA WHEN PERFORMED TO 'SE 75sD�l�Y SHEET 4 FOR 11AGL sxunER (ME sPEanunpa oN sNar u) oa EMR,ANCE AN OPFR.IBIE Em BIA°EE r0N LL 1, °R INSTALLATION ]- YOIAV40 SECRCHS CAt1 8E COYBWED DETAILS W/ O HV BLADE W AN'/ MAY TO sun AYY WSrN1AlON. IININ p A, i "'..,, FLORIDA BUIIDWG CODE Hon Nigh Velocit Hurricane Zone SSI ;''"�jGENSF :, `e % M17 TIRO' MC' 0]017 FASIERN YET& s Ly. INC. g T m ' * ° 11 A■S■S■A■ Accordion Shutter System NV, anBE BI W/ (MRW/0 KY. IM7lDOH RIME AmOHC011 Shutter Systems `O •'t, ,,,•QQQ TIIEAT TESTING h ENGINEERING COMPANY , x DLfglPpox PAR pavrN Dn l.e am as xu. Y, w, A9000IailOn, Inc. (� _ 1111 ,1p1, WRSva a,,,mq OaaM aa, 1 Ol0 15-085 7/27 I aTD 07 27/17 ft.: (wd))371-15]0. Fu 1 GI Tw'-HAY 4268 Wastroads Dri,, S /ANAL ENT?,NNFH1 - ®_O� 0° . Weal Palm Beach, FL 33407 3 DRAWING No •.ARM�I� W.L1D1 A RLF ". Pt ! 1 7-1 O7 P.E. SEAL/SIGNATURE/DATE aDRDA LIc E 44I6' 3 SHEET B 7 OF 0 END WA OUT I © Q'©w©•C ®•®w�•OwC L.I SQ NOIES ON LaalmO PaOG®. IN taa@© w© s�a«� INSTALLATIONS W/-M HV BLADE W HV CE TERMATESOR **w nx W Q ®w w SEE END WALL GONN CTIO EXISTING cuss DETAI c ON eueeTS 10 & v 1 1 1• w —---------------------- 1 5 > QP w 35 * I I N * •ou`snEEi�n ` I OUT O: {OVA w ® HVB „®w 1 ®"„ HVC O O ® O O NJ Fx15 WG a s POUR ONGRIM OR 710•®w(©�, •.7�3�a n -- N ETC fi C WALL Gmlm •®w©•�wO•®w - S— — — — — — — — — l:J'0'l'.:/"lJ•�•_ EO e®w�•®"�'�J C TE MATES IN ®w ©—® — — — EDE Lo * oolwwl. ®. . 11 '�' © w (sEcO OOSS EE 5 w TO IGLlSS ®" * INRRgA O• ®v ®. ®w�. ® ON (SEE SC Mix OPfI01UL w®. ' % i ON SHEET 11) IN 1 OUT—•—_�_—__----___- _-_-_-____ �CONCPEE� 16, 3 3 YuaEs 1 OUT a yr euz. such oUT HVEHVQ —VE** FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 1111 :�;' •VBENS ••• 02017 161FCa. DM. 02017 rAS1Fwl UoI SUPPLY• INc. p F •. P UMITHA MVTm a l A S S A Accordion Shutter System i * ■ ■ ■ ■ NY. BLADE ®1 W/ OR W/O NV. WNDW BLADE t American Shutter stems 1•� ./ ,i TIWT TESTING & ENGINEERING COMPANY SY oEscnmo. em — Q• er. Le. /e•''•. C Ina .e .w,.e. a.. Association. Inc. 1 I ow 15-ass T/n/1 o.lc oT/sT/n Pnw.: (w:J811-1]w . rw : (wsprl-m, 4268 1Yestroods Drive 2 DRAWING No S,-NAL ENG 11 Ea�TO West Polm Beach. FL 73407 s _ 1 '. / /I/I•'j1', ROA*A a•. / N16) ' t / T O7 P.£.'SEAL�SIGNATURE/DA7£ ° SHEET s B 0 20 „ D MALE/FEM A LE "KS CENTERuercg 0 T" Gj n HV BLADE SEE END CONNECTION DETAI a ON SnErs 10 w in OUTFITi I [L[tt0sw, ur[a mm, wowm uv swn C Ay�� G 7 � e voutm M nrs am, WT H esm nw [� loJ•Q��QiI-ob-n,n. °15• w Q T LC'1f• ell ELIfET S k=t-E ur7a=lL[naaAoN[,O.an cv1aL/mwmAQw/uvaonola aa,ouc, l[7WNxT y vaswoq lat +ms[T m [oua Sall.. IY NL YrOrt. t ©0 HV "T' LOCK (OUTSIDE) -® W OUT /-20 • 1 1/2' S.S.M.S. 7/8" o z 3/32' WINGNUT. e2017 %TEE. M I TILLIT TESTING e: ENGINEERING COMPANY Y1>,wt W 54 Siw b1 q4M C1P[OB. 11pDDa 91 lnw.: OosMn-,sso. ru 1 pm}s71-1e71 .-me7: mamow�vem ®-ooanl YVLRA A iY21 b. Nl57 PREWNPURPOEM A.SuS.A. American Shutter Systems Association. Inc. 4268 Westroods Drive West Palm Beach. FL 33407 M2017 E751ERN METAL SUPPLY. WC R ,v Accordion Shutter Sysd RV. BADE B1 W/ OR W/0 HLV. WINDOW BLAD r. 0"OP"mm MR Man e . t.e 1 OLD IS-Gss 7/27/1 MM 07/27• ' DRAWING No 17-10 e SHEET s 90 POUNED CONCRETE OR (, / �/ „' - POURED CONCRETE PWRFD CONCRETE URED CONCRETE CONCRETE BLOCK WALL - �' OR CONCRETE OR CONCRETE OR CONCRETE _ •ji / REQUIRE / BLOCK W41 REOORED BLOCK NHL REOUPED CDUIC QE ANCH10 OC 2' Aen. ' / _j/_ NG GU55 / / ! / /' / 7- i / /—Ea5r1We OVSS / / % / ' 2' MIN MsN G st 5 r '` f0 MSS (SEE —� I — / I- 1• %� c i EO rr N suss w ! WTON/ solPA£ ON sETT / /' UNILII 4PjF t' EDQaE Ql SNFET 1/16•+S• LU% 'ONm'SE 1D gR� / / ONCuss SHEET / / l I i'�p aA� lI raR aAEE (9N0 (6G6}- T. (LOCATE AT ON SNFET 16 FORY. CLOSER ma Ab / { Y.lfDI1E ON 9¢i R SIDE s/DES �e ® PLATE ((LOCATE 1/2• / ON D.LT 16 1/2• 11 IDR BUMID D AT ERNER Sa[ YN \ I 1 9ADEs�tr® T—r ON SHEET Od® 110.1/2- SM. S PI0.1 /2• SH.S I -- ♦USE 1. OR 2' W2. O 16, O.C. I (AS APPLIG&EW.1/B•.0 Ole O.C. ---� I _—_ HUMNUY CUP ANGLE Te ALLOj AT MIN GNr 4 i f1) P1U.1/2- S.M.S. TO A, (z)I/a-e TAPCON5 ANCNDRS TO �.... 5I SM W.MNECF 1 OR � ETNER SM Ora)) AT t OR ®• 1 OR QA}' SEE MAL. z FOR 1 OR A-�. TO IRAc TRACKS !�� •®• 10 TRACKS N.7: �•ll'Q• BO.1®•®• SEE DCON % f b'®•®CTION •0-Q'0 ©.p.©•p6.07.0- ®•®•© ®•Q•®- O ®-®•®•0• " O ®-0.®•0.0-® Do •®•®•0.0.0.0 END CONNECTION DETAIL 1 END CONNECTION DETAI 20 END CONNECTION DEMII 03 END CONNEQ 0 ncrALL ® NCXlE OR♦ PEOIDREO ONL1 rOR SPANS GMUER THAN W-0• CEKISIING CIA SS CONCRETE BLOB( WA E.sIWG ----- �/ REWIRED GLASS 4 AN, NYO01 / /19.1/2' ro OASIS IEEE / e Ie•yc. D / II a' SHED A•D CONCPflE 1 2- NON. OSDEO all ©OR®OR�Ofl ON BEET 1 ANCHOR ____ wxcxne f ./ eIHES OR 4A 12• .% �, 5 ON SHHEIT str p 4 ANGKOR9 is - DR ) �f O.C. 1/2 YP1.� / ' 2• YIN./ ♦SEE lW AiION$ � IISC TOR 5 ���E�� y / / BLADE�W SMELT ID ©W®W�W�W t�' ,VIEW I, 1 OR & PLAN v 1 OR ®' -O-Q O•a I DETAIL X POURED roxuKrE oR-©•O• •�,® ,(��r�R,,•®•®• [`�� CONCRETE BLOCK WALL 1 .®.©•Qi'V•©- €.N. S L O REQUIRED •®•© ®' 0• INTO ©O•©-©O ©'b'©"©'0.0- �1i1{�LSLADE OR HV WINDOW MADE ®'0.0'®"0' ®'0"®'�'0 CONCRETE OR CONCRETE BLOCK WAIL END CONNECTION DETAIL Q Q•®.®.®. .®. , blECTION DETAIL© O•®-®•®•®•0 FLORIDA BUILDING CODE Non High Velocity Hurricone Zane 11'11`�P•' .......... .9 oxen 02017 CISTERN NET& SUPPLY. INC. t * �E■- ATM S■ ■ S A Accordion Shutter System ■ ■ Kv. aADE #1 W/ OR W/O KV. WNM aAOE 'P�'•`A(ST•^RVY' ' TILLIT TESTING h ENOINEERINO COMPANY American Shutter Syateme Ly. MSW11M Dart eGOX IM Le, ,� f 4AQ,xx eas N•. xa sl sn aax .s« r+ama,Law, v: Association. Inc. I oLD ts- -KtL Des /n/1 u1c oT/zT/n t rlm.: (zn)en-Isv , ro.: naa7en-Iv1 t Pal Beach, Drive 2 ®oaon"trla - West Palm Beach, FL 33407 a ORAWNC No ✓Wµ101 A Tuff n. PL . 17-107 �n�(� e e evo �re inn n...' herAu Ue 1 NI!) _ ). FOR INSTALLATIONS W/ 0 & ® or or ONE H.V. LOCK ® ar 0 or or LOCK (9 W/ NO LOCKING RODS 0 or CENTERMA10 28® 29 W/ ONE FQ'T' LOCK 30 W/TWO LOQ`K)NO WPer ASP olsa w�.s WNL MapxrlNG I• m ) MAXIMUM SHUTTER SPANA OR 'L (ft.) FOR NOTES t, AsO FIDfIR/[ETHIC M®K aus M ftc APM IKMNM'C ((WCRJ) NOOR/[RHa MGRaINO SCHEDULE 03 IMUM SHUTTER SPAN*'L+' R 'L—' (ft.) INSTALLATIONS IWCENTERNI & HV LOCKS VINE OR W/ NO LOCKING ODS IV" FOR MOOIRproQ sNEEf 7) CONCRETE Ass�®w ursrNAAnaNs �0.VVM nOGR/C OR upwrtNy Ira -1 D—" 4L MgariNO I . w M 1g'-0' Ig'-a' 35 15'-2' Ig'-10' 40 W'-2 IS'-2' 45 13'-P 1 SO 12'-3' 13'-1' y-1 55 11'-1' 1 65 7 I0 I B.-B. IN�T ,I.nnN Ir.FNn CONCRETE & W,� MµSORY WALL A. S. C. D. E. M, N, 0, P, 0. N. MOUNTING F, K & L S. & V. FLOOR/[FLUNG YOUMING G.H. I, IT, J T. U, W & % & IA ; FOR INSTALLATIONS INTO WOAD SRALL BE UMRED TO 105 P.I. ASO. DESIGN PRESSURE MTING. 0 UAXMUM SHUTTER SPAN T.+- OR % t RY CORNER OWEAMTE 13 MAY BE USED AT ALL MOUNT KI INSTALLATIONS. LOCIONG SPECIFICATIONS SNA L BE AS NNMTEO ON MANCATONT CONNTON /2 NOTE 05. SHEET 5. tt UCEPT MAT MAYMLM SWRfat SPAN 'Li O1'L ' AND MWWM As, OMW PRESSURE RAMC FOR INSTAUAT016 INTO coNc RR: OR CIINCRETE BU= SMLL BE LUNEO AS FOMOAS: I- CONNECTIONS TO KEYSTONE MOUNTING UMITEO TO +64; 72 P-4.f. AND 8'-0- SPµ, SEE MOUNTING MOON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" (1) HV BLADE OW17 Maw. INL IL ERrOTNe. TIWT TESTING & ENGINEERING COMPANY Atv Na Faw st, M. aaA wreM sA®04 rWed v FI : (AP5)071-IS]0. Fm : (AO5j�1-IVI ® anWT MAUq TOUT A Jr. Px MRb, It / NI67B7 A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 (1) L+: MYMUM ALLOWABLE SPAN FOR A OVEN POSITIVE AS.0. DESIGN PRESSURE MTINO. L-: MAY. ALLOWABLE SPAN FOR A GWEN NEDATNE ASO. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERNINE MA+2UUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CBUNG CNnI A POSIIWE ASO. DESIGN PRESSURE RATNc, DETERMINE MAYpAUM SPA, li FROM SCREGOM GIVEN A NEGATIVE &S.D. DESIGN PRESSURE RUNG DETERMINE MAYIUUM SPµ -L - FROM SCNEUUO, FINAL MAXIMUM ALLOWABLE SPµ IS EOUAI. TO ME YINWMM DEIERMNAM SPAN BETWEEN 'Li AND 1= PROCEDURE TO DEICRWNE MMRWM SPANFOR CC I.SDIXTIONS IN BEIWMN WALL MOUNTINGS W/ FLOOR/COUNO MWIROKS: FOR A OVEN POSRM AS.D. DESIGN PRESSURE RATING: DETERMNC LI+. IAAK. SPAN FOR WALL MOUNTING INSTAUATQO . U+- MX SPAN FOR FLOON/CEUNG MOUFNNG NSTRlATIGNS. FOR A CNEN NEGARIVE ASO. DESIGN PRESSURE MTNG OETERMNE: LI-. IARX SPAN FOR WALL MOUNTING U6TALIATONS. ts-. MAY. SPAN FOR ROOR/CEUNG MOUNTNG MSTAUATIONS. FINAL MAXIMUM ALLOWµLE SPµ 5 EQUAL TO ME MIWMUU BETWEEN 'LI+; ti+', 'L.-' AND T1-' (4) GO TO ANCHOR SCHEDULE IVIM FlNAL MAXIMUM ALLIXVABIE SPAN AND NEGATIVE AS DESKaI PRESSURE RATING TO DETERMINE MOGUUY µCNOR SP=I . ILV. BLADE Al W/ CR W/O KV. tFWING No 17-107 "Ft—'i-'s.'�--'T-+"rrarJl o©o©©msn©©©omm�m®©mom©rmmm Rnr-T.-rrnFsr—r-rn�r l 2rTr--'r-;n:sr-c-r-rnnarJl ' mmm0000mmmmouonommmnuoon mmmOD000mmmp OOOOmmmODOfOO "' mmmt+7t✓vta testa mmmOtE7 taOti7 m mQ7000O0 mmmuouovmmm0000nmmmnnnnn mmmtat✓vti.0p mmmt✓vOtatat✓a mmmt✓ve70t✓0© ' mmmoluoonmmmnnnnnmmmnlooup mmmnnouommmoonummmmnoonm mmmn000mmmmunnummmmonnnm mmmnmmmommmonnnommmonomo ' mmmtat✓ataOtammmtataOtap mmm00taa7m mmm00000mmmOOpOmmmmOmOmO mmmunmmommmunnummmmounm� maniammmmmmtaommmnummommmonomm mmmtaR700tammmt✓atatatatf7 mIF]mt�Omtflp mmma7000tti mmmuOplf73D mmmt2]pp00 C31EN mp mmm0�R7mMR ®mmt✓vm©I✓Elltat✓v mmmnmueom®mm�©19om�vommoo mmmp0000 mmmOmm0o0m00mmO0 Msammnn�ooami E�immnvoom@mii omo mmptt7mt81Vt✓0 1111Imtampt✓0It7R' amm DOtf70ta [a Ill mmnom000 mmmom000 mmODuooO EMU�ImmOmoOO mm00000mmmOmmOOmKERN p wK"M 00 mmt✓amm000mmptt7pt✓at�ta mmti.pumOO ]mmOtti ®IIDm©00000mm000m00UNUN MEUMN E000mmmtap000Ella71J00ta0 mEMDupOOO mm00oDOO mmE7OD000 mmmm0000m®nonuoo mmtatatJt4tv0 �imm00000mmnonmvomMo©moom� �mn00000mnnmonootaummu000 m' 000000 mtLJ[ammOOO®ppm®t✓v0tt7 mom00000m mmmoovoommummvoommm00000 mm000vomnnm0000 ' OEM KS mmOOooOommpuOOOOHL)ODOOOOO K"ALMD at✓vttitaOta mtt7pm00ttimmmmmt✓.7IEit✓a UAKURA 000mmmn"=M=Ev oma000 mnoeovotammuu000emm0000ao ®em000vO00uOm0000m�0000p0 ' mm000000m�uv0000m�oia0000 mmtala000000mpoolaouum00000 ®DOv0000 mOmmOV000mm0Ota00 m0000000 KUKRXE t✓OlaOttimOmt✓.7ltit✓att'O ' mtaov0000 mmm a a000 muuootaota OOOOOOOOpmOOOVOOpuuOOOOO 00v000vOmuu00000t�0000000 tvO V O V Iav0819L*Jm00ot✓ap IaL5lmtiiDOOt✓v ' m0000000®m000t000mmn000 0 n000000vonov0000 ppmta000Poo m0000vOta mti.000000 FlOt✓vOOIl7rJ1771t� 1. MCIORS TO SUBSIPATE SINAI. BE AS FOEEOMS: (A) TO FASTING III CMCAEIE (Ma. IF - ] W AYE?1aW.5'VMj IF= - 1/4'0 TMLON EN TAPCON YIIM AAWEO M13MFORY TECHNaac, ANGIIDRS, AS LLWUFACTWED BY LOW. BIRLDEa. (Yin. rR . a b) - 1/4.0 . 3/4- ALL PoW15 5011 Sa AlL11pg5. As OISIItlBUIEe BY A, Wp05 SCRI BOLT TAMGV OR TAPCON WITH AOVNICEO a BP CM FY WM AFF. (Yin. re - a b) - 1/4Y BLUE TM OONCREIE AECHDRS W/ CAP AS NANUFANREO W FLORO.A FASIENETS DIRECT, M. (Yin. r9 - 2 kW) - 1/40 TAWER+ ANCHORS AS AAHFYMWREO BY POKERS FASTENERS. WC. AN DsFTHHjFEG BY ALL POINTS THRFAOFORY TECHNOLOGY SCREW. BOLT A SPEC W OGMPATY OR AAY OMEN APPROVED LICENSED OR AITHWIEEO YE=H1 REGISTERED MTN THE AMERCAN SHERI SYWEIS ASOCHAnOe, WG (YM. r.. ] AY) ALL FEINTS SOUO-SET BLUE TAP W/ CAP NMES: TAPPER+ Al) uN'ADY WFOA HY INTO POURED CONCREE OF TA EN TASON WIIN AD4AYCED DNUUDFWY TEEI0IGIDGY ANCHORS AND TAPPED, 4ACHOPS a 1 3/4% AND FOR BLUE TAP W/ W A4LIpR5 e 1 1/27. 4 t0: 1y MY6 p Iri[ M AS) MINIMUM EMBEDMENT OF 1/4'0. 3/4' AL POINTS SO ID -SC ANCHORS SHAL SE 7/a' W10 ME POUREO CONCRETE No MOMENT, INTO SNLCO LPLL DE PERYHTIEa. 1/4.-20 SS. YICh,NE SCREW USED SHAL BE 1 1/2• LONG YWWAY WADEd sxQT HP SIIOUID STI GIST. ANC) 1' NWNIUM MR WALLS WITH NO STUCCO. A]) IN GASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. PAYERS OR ANY VEIRIA BE rOUNO ON ME COSTING WAL OR F1.00E ANCHORS SHALL BE WINE V*"GH TO REACH THE MAN SFs C BEHIND SAD WAL FINISHES. AICHORWE SNAL BE AS Wo,,W OI1 NOTES AI) A All ABOVE. FOR INSTI TAN$ CT NNn SID]IC OR EUS AM OR M,I META MG, CONAILT Mrs ENONEER. FOR WSTWATICH INTO OFS MM META STHOS SEE SHEET 20. (a) 10 OISTPIG CONCRETE BLWCW: (AST, C-90) - 1/410 TANAN ON FAI MTH AIAA TNRFAIFORM IECWCOGY µONORS. AS. IAHUFACTVNFD BY LT.W. ,I - 1/4•. x 3/4• NE, P0PF5 SO G-BET ANCXORB. AS WSTR®UIEO Br AL POINTS SCREW. DMT r EPECMLx COMPANY. - 1/4•0 WHE TAP CONCRETE AI n W/ W A. WNDFNT11RT1 BY TLC00A FASTENERS osSEr. WC. - 1/4Y TAPPER+ ANCHORS Al YNeIFANRFO BY POWERS FASTEAERS. WC.. AND LNSiWBNED BY ALL POINT, JClSW, DOLT A SPEMW WWB 'AON AIY OTHER APPR O LNSNSED OR AyMORBED VENEOR PEG61ERE0 MM THE AYFWCAN SNIFTER SYSTEVS ASSOCMIHYI, WC. NOTES. B.I) MWWUW EMBEDMENT INTO COIICRETE BIAC{ OF TANZN, BWE W W/ W ANCHORS AND TAPPER+ ACTORS IS 1 1/4• A, IAPCON WITH AAVAISEO THREAFORM TE ININKI Y AHMM IS 1'. 82) ICNWUM EMBEDMENT OF 1/4•0 . 3/4- Al. POINTS SOX SET ANCHORS sIW1 BE ENTREE, EMWDOEp INTO THE CG,CRCT BLOCIL NO EYBroYEHT MO SRLCO SHAL BE PEANIIIEO. 1/4' 0-x0 SS YACIBIE SCROY USm SII.ALL � 1 I/2• lOx6 IeNIYUY SHWID SlUttO I]FST. AHo 1' InrmluY roR TULIs Wttx ND snlao. 113) N CASE MIT PRECAST STONE< PRECAST CONCRETE PANELS. PAVERS OR ANY YEHEVR BE FOIINO ON THE VIEFTINO WALL OR n,,, ANCHORS SIVU BE LONG ENDIUM TO REACH THE MAN STRUCILRE BEHIND SAD Is, A VM IHCNORKE SNAL BE AS W,II ON NOTES B.1) A 0.2) ABOVE. FOR IN9TAUAT10N5 ON NMI. S,WG OR on WITH OR IFN II META STUOS CONSULT TIES ENGxFER FOR INSEA1A s" INTO Eri WITH YCA STUDS SEE SHEET 20. (C) ANaHoss SHAL BE oerA TOuAFNIG ALL OF THE pCCOYYENDAtla15 AID WFCBHGipNS OF TNC ANCHOR'S YAEUFAANRp. (0) BEE SCSOWE BELOW FOR EAGE mTANYT Tnl ..mn RUNE INSTANCE ,,gSUS SPACING S,,rpUj r Fog N HORS• .�...,r .M..�N..wa.: B M'. ANOHO(1 SPANGS ARE YMA FOR FACE CS wA VICUTID BFLON. ICE E 0. TES i1lAY lIS UIOIGTEO, REWKE ANCHOR' WADIG BY WAMYWO WA o SHOME ON SCIIEDIM1E BY ME FOIIpMNC FA CR9. RtW WNJNn OBBMTD MSINO EACFOR $MULL NOT -BE LIES THAN MINIMBN SPRINT WDGTED MR MH ANCVoR TPE. FACTOR EDGE TAPCdI 1 R MFORI1 TDCIINOLCOmGI' AL F'OBR BOUT Sfl Ri TAP W/ r1P TAPPER +. Mix. ] a/4• WALYNG 4• CCENNCE ED. YOL W)CWG - ]' YN. WANIG . ]' uN. WIANO - J 1/1' YA SPN NG . W C01�fCONCR[tt A ROIX wFm LOCI[ NOEII IOI PC'ca dErz m . 10l [a.a 1/a' 1Ol [A•2I/y $Otl(° uR [A.J 1 ax(AETE CmIA ux En•Y WM-31)7E M.WaaII 2BDo1 J• IA 0.90 IA 0.78 lA A.84 IA o.e7 1.0 2' - 0.71- 10/4- - 021- 1 Oi01] DLIn9, M. IL�E O * ; TIWT TESTING k ENGINEERING COMPANY lI!! M{ b4 54 F4 ]M. NLIA Nq'pe. IYglq ]J vcyu : aDfjp]I-1!]I . rn.: ERG1B]I-III]. A.S.S.A. American Shutter Syaiems Association, Ina. 4268 We...---- Drive West Palm Beach. FL 33407 .2917 EASTERN METAL SUPPLY. W0. —�BERTFTTTTTf W F V Accordion Shutter Syste) HV. BABE g1 W/ ON W/0 KV. WINDOW BADE v. oEUWmaH "n JaRomft Lc. 1 CIA IS-M P/2?/14 IMTO 07/27/Il a DRAVANG No R 17-107 T�1u® oomolnlnoomomomr00000momma000�"m'� mm G7D31¢7p0[700 000D7[i}mmm s�ppppppm 00p000mm mmmoo000�0tO0mmumal DDOOpppm00000000 mmm00000 mm[01[0[Om00 ppppppf7p 00000000 0®m00000 D7000mmm0 ppppppm0 0000000p ' m[©000000m0m[©mmpMIENIM ppuppOUDuoO mmmp0000mmfOm00mmppppppm0000p0000 m®m00000D1mm®mmmppppppppEEZES 00p m®ms7000000®[DlppOp ppppp©p00o00oppp0 'mmmoonoprFammmummuppppppumnvuvouup 0®m000000m®®It7mm10111A pppKIIII 00 f0®m0000LJ0®mm0o ppmp000p0000 D7m0p0000 0mID0®mMENIA0pppppmmu00000mm0 ' mB70go �1piD000mmpppppppp00000000 m0F1700000 mm lF700000upppppm00000000p0 m0m00000 pmm0m03F10 ppppp0m0000000mO m®mp00000000m0mOpppmm0v000000p00 ' a7m000000 D7B7mmp[7p0 ppppppp000000000 00000Om0 am "mm00m0m0m00uItspppm00u ImpopM mpmpppmpo0 00000.0{y�.00 m��70000�0�®q�©ODO�f7000p ®am , p[�FOI.J©FJQQ mffllm0000u 00®00170ppppmppOpppppp00 0®0000p0D7[DIF£7009700pppm0 Du00000m0u m[©0000vO 0ID000mO0 ppm0p0000000uppp 'mlmmpn0uonnvpm000pppovmtaovvoovpvla m®mnunuo®0mmmupoppppppu0p0000000 mmmpuouv mmmomo[aopv�mmovv ov�au0uvu D9U.ZM2A"mE11M L9pmmm00pFslmD9m0000F10mm0u0 ' mIIE:=i700uO0[Om00m0u pp��7ppmp OF.:�<7000m m®00000umpmmOUOO pppmm0u00000mm00 mmmpnnuo�pnppuoopupnvvvvonpmvoov 0 D1m00p00upp0pp0vu 000um0uu ®0U"AKma �00000uO00pmmm0uppppppmu 0m000000 [ 00mm0m0uDOpp00puvu 0000p000 mmmpononmompouvopppmmeovonuum[aov llullm mmm0000sammmmmo[aoppmm0000pummpoov ' 0mmp00v0®mm0u0ooppppp00o000000mm m0m0000u0000vu00ppmmmuuu 000MIER [t7mB700uv00m0pu0vOpp000MM 000v mmm ®D:110m000UOL700pm0uupmmmu0u000mm00uu fpL0000uOu mfA0mm0u�0ppppmuu000000mm [amgO0u0pmmp0vu ©pOppp00pppp0v00 0®D7000000pm3F]vOVOppmm0vuMIEN u00 0000Ov000m0O0Ovu0000u0v0 ' 00m0vo00L70mpm000ppppp0vo00u0ppMM Mmm muu 0000vu00m00uuuME Kom0uuu 000p00vu 000vooDODUE�e�900000M cIM=Mo00muvovo ' D7m0ovov11211"Em" 91 oMC MAppmo0000000p0 61®D,00uuu0mpuuuuuppm0uWIN --m mu000 u0m0u0u00m 011100pp00u0vu 000pu0up mmumoouo pmmvvuvo vlom000uo calurn[vv0000 00B7uuuuu mmmm017uOpIN 000vu000©F7mmu u0mpouvuupM u000muuvu p[fim000yOtam1F70u0yoQITDTGZ7IC70y000NNER 1111 0 0207 ruraa. M 0 ILTTECO� *; TIWT TESTING & ENGINEERING CONPANY �\ NS1 Na BBY� A as ]p5. glOi1 MVCS IIOD w ai-aaoena w4iTR w rwr a. Pt nett rTa� Nc1 ute] TAPCON OR M N WITH ADVANCEDFORII TECHNOLOGYOINTS SOUD-SET OWE TAP TAPPER+ ACHOR O•PCCATIONS 0 VALID ONLY FOR UP TO +70. -75 PSF &S.D DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE 03. SHEET 11 1) HV BLADE ONLY A.S.S.A. Amsrican Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach. FL 33407 KY. BLADE N1 W/ OR ILI ?ANG No 7-107 MAXIMUM A.S.D. DESIGN PRESSURE ReTiN ( f) AND CORRESPONDIN MAXIMUM ANCHOR PA R C �Q„) c hLU I F FOR A GNEN MAX. SHUTTER SPAN. NEGATNE A.S,D. DELI N PR SS IRE RATING AND A CORR ^•NDIN. MOUNTING TYPE. (SEE UOUNNNOS ON stems I6 , "). S lJ S T FR AT E SOUTHERN PINE No. 2 W/ MIN, G-0.55, SPRUCE PINE OR NORTH SPRUCE PINE FIR SOUTH ) 2' MIN. CDX /pLT1Y000 2 w mx. MNLO-0. SPRUCE INE IN DOUGVS DR W/ MIN. C-0.50 W/ MIN. G-0.{] W/ MIN. C=0.36 q Wr FIR NORTH DR SOUTH �(10 WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEIUNG MOUNT T N.-G:Os� W/ MIN. C-0.13 W MIN. C=O.Je M. N, 0 & R FLOOR VMO NTINGS M, N. 0 &. R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.o. WALL uouNnNGS R.O. WALL YOUNIINGS GO. WALL MOUNTINGS W&X W&% P&O S&V S&V S&V ®-7.T WN WRIW) OID 16m61xS440rIP1 T®WYDEP@HInE(ep ®IIIOP[iBffi36KI+) 091Ip3Y R®rtMii� ®](W(fOSietllbh7 Oml®YWffiR 0.%h7 091Itb9S18FJ6 Ci Ia) Dm QKII®rtmillp W®161961�1[ID66`I! '-D' OR ]0 12 10. 10 W 10 7! B 90 B DS g 30 e w 6 6D 5 90 05 SO ad 80 75 90 OS ]0 a0 60 ]S 00 0! 30 ♦0 60 TS BO 05 >Q 10 AD 75 BO OS ]D aD. 60 75 90 09 30 ♦0 60 )5 90. 05 30 b DD 75 90 05 W 0 60 75 B0 a'-0' 12 10 10 9 g 8 8 6 616 8 8 fi 6 e 5 1211011019 it 10 10 9 e g 6 8 6 6 8 6 12 10 219 Is is 6 Is 1 616 16 Is fi 9 a♦ a 3 112112 112 112112 112. 12 12 12 12 12 12 112 112 112 112 05 112 • 12 10 B 8 8 e fi 661, 6 g .S f2 10 10 9 8 e 6 8 fi 6 6 fi 6 6 0 6 'b 8 12 10 10 9 8 5 8 6 6 8 6 61] 12 IT 12 IT 12 11 12 IT 12 12 12 IT 12 11 12 11 tY IR W-0' 13 1 10 10 9 8 fi.5 a 3 6 e e e 6 g g 8 b S B 5 S 5.5 1.9 { .5 a l.5 @ 12 IT 10 IO 10 10 10 10 9 B a { J - 6 6 35 - - - 5 ] - - - - - fi B 8 6 6 6 e e 6 6 6 6 9.5 5 1,5 6 fi fi 4.514 ♦ J} 0.5 - - 6 } 5 } 9 _ - - - - 5 1 } 13 J _ - - - - S :S S.9 3 13 - - - - - - 12 R IZ 12 12 IT 12 12 12 H IT 10 10 1 I0 10 t0 110 10 ).S T - t0 10 10 f0 1 ] - - - - - 9 8 7 4 J - - - - - - 8 e 3.5 - - - - - - - T 3.5 - - - - - - - - g 5 e 6 e 6 e b g } 6 6 6 6 fi 6 S.S ! L5 ♦.g e 8 6 9 {5 1 1 J5 - _ 6 6 5 .S 1 } - - - _ 8 S 4 .5 3 J - - - _ 5 1. 5 ] 3 - - - - _ fi e 6 b 8 6 fi g 8 g 5 5 5 5 S 5 5 ! 15 J 4♦♦ 1 { ♦ 3.9 - - - - _ ♦ f - - - - - _ 5 - - - - _ _ 3 - - - - - - - - _ 12 1Z 12 12 13 I2 12 12 t2 I2 12 12 12 12 12 R 12 12 12 12 12 12 12 12 12 12 12 12 11 12 12 12 12 12 12 12 12 12 12 12 11 1595 12 10 1.5 9.5 10. 8} 93 8 12 12 12 11 0 B} 8 ),S 6, 1T 12 12 12 12 12. I2 12 12 12 12 12 12 13 1Y 12 12 IT 12 tT IT f t18.111.7 10 9.5 12 11 12 11 9.5 8 ).5 112112 13 12 11 e 6.5 g 12 10 95 ] 6 AS 4.5 12 1] 11 f1 1T 12 12 12 12 12 12 LS 0.5 9.5 i2 @ 12 1.5 ).S T .5 1T IT 0.5!,L 9 8 5 b R 10 T.5 ! a.5 1 0 8.5 T.5 .S a J Y-0' IT 8-0 { 3 3 - 12 1T 10 10 9 8 4.5 10•-0' 12 10 7.S ♦ - - 6 b 6 fi 1,5 - - - 12 t0 IY-0' 12 10 a.3 - - - 6 g a - - - 13 10 39 - - 13'-0' 12 10 - - - - b 6 - - - - 12 10 - - - - 6 ta'-0' 12 10. - - - - 8 SS - - - - 12 7 - - _ _ .5 f S IB'-0' - - - - fi - - - - - 12 - - - - - 9 - R - 12 - - - - - g - _ _ _ I. 5 - - _ _ _ g _ _ _ _ - R 12 11 B ).5 S IZ 13 8.5 - - - - - 12 t2 10 BS 6.5 a 12 12 a 61S 5 3 II. S 5.5 A3 J.5 - C17 HV BLADE OR C1� HV BLADE W1 ms HV WINDOW BLADE WORKING IN UNISON* . EM IR](41q,y Dr NNE r� P.oE ax r rP i6 } NQTESON ANCHORS REQUIREMENTS• WOOD SUBSTRATES. 1. YgKWS II FI OR MD NOGG SOFFIT SIULL SEAS r011EM19: 3. SL®]nNIE SK&L CONSIST OF PIE MJL( INF - I/I'6 TNCWI /NCxOpS, /$ MYN(MryN(D OF LT.W. fPA4CfY W/ YIMYVY p18EDYFM AS Y21GrED.AT -SOUMptli f9iE Ww 2 W/ PObS (NAS) -DOUDW TI W/ 0�0 G0 "at) . YLN 3EA'TW OM 9rtn5 ID a 17. E2CFPIpx SfE NOTE ] BFLOW. -SPBNCE ME n0. NQNYN W/ 0-0.1] ((NDS) -STWU[[ ME AN SWiM W/ G-0.1e S. M91Cp310 NOt1OW COIA'0 SPNL DC A5-PFR WUMIN9 T9E V. SIIRT 1) M9 9WL COtA$f 6 -MUA 1/2' COC PLYaOOO (1P86 IP.Q UO SCRONS AS PER. NOS 2015 SPEEl11Un0N9. ♦. AYC110R3 Sx91 DE MAIM )OtLON9K ALL Or ra WEC0101eALMtR /p3 yT�ryAi1P15 0E ra ANCN0R5 KNNU(ACNWR. `5,1• ..•CE..... * L I ON17 T6rtCO3 WC. I L� p 02017 EASTERN UETK SUPPLY. INC 13EA.S.S.A. R ._ HA TN Accordion Shutter System ° * e p ] sS/�NALE��aI`IIL P C-CLfiif43NAAM'/IDC 1e189e TIWT TESTING &ENGINEERING CONPANY (sL, aW. SDy xxDea aNmD4 1-1" AI PI : (3p9)BT-IS]0. Ew : (30!)8]I-15JI � 1 -00° IEDGDI Ne. I N18) American Shuftar Systems Inc.n. C. 268AssWes-... 4258 Wee ach, L 33 west Palm Beach, FL J3407 Hv. aADE y) w/ DR w/o Hv. W)DDx BADE x asanm6n wn MYxn Br: 1.c 1 Otp IS-085 ) 1 0OD 0] 2]/1] ) ; DRAWING No 17�107 _„__ s — VL IraI1 J VI\ cnlalnv�2 vrvvu cui�urnl;a FUK 7 HV & HV♦ BLADES (AS APPLICABL WAu nwvl0 MAX, SHUTTER SPAN FOR INSTA I ATIONS I6 WOOD WITH HV MADE 4 oN v SHALL 1/4. TA l OR112. S / TAPCON WMITH MCEO TIREAOrORY TECHNOLOGY w 1 Y Ym. PEN[fullp4 (' 1/{'♦ TAPCON Ofl To TAPCON wOAWNICEo TNINAOrORM TECHNOLOGY W/ 1 1/1' W.. PENEIunoN BY MEOW AREA TD UISTING SLE SCNEDNE ON SHER / I Hoop HFAOE0. (SFI SCNnNIC ON SNFET 15 I YN I I 5 OR 10 W5ON I Salim 0il S.S. YACNINC SCREWS W/ 1/4'-2p NY15 (�� DIDET I I EBEaE GI O 12, O.C. 1 i a O to / ER511xG I 9Ih5m6® jAj /\, I �.. OWfING YIN. FlWkU. TNI 211' BOOD ♦ CY%4' I 'I I HEADER REgnRED OR ® 1 / •,e ` OR I® NFMER REOURED / 1 'I 'I II.O TwooN OR TNCON WIM MVANCE C`NEC. �— 1FOR � ID E0ORMO EIfISG SyF—•—(S�Ns HEOUIEx ORSHEETET I 11 SRImN�E D Is 2.VE OM HV WALL HEADER INSTALLATION { ON HV WALL HEADER INSTALLATION OO CGOh SW MIN. SEPAu1NN To G1A55 I I UN. (SEE SCNEWIE ON ET 11) I EfISIW_ G SHE I SfPNUTON To DOSS I EDE ON SHEET II) MJ TO WASS I I W(SE. a 0, SHEET 11) Z=1 n COSTING REO'D. I 1 i I 1/P♦-20.a/1- •�:Z-'GR T•' HALL • ^•3 nfRSl I I YKRVS If HWE SCRw/ I I I \ OG•-20 NUTS D ,2' IIaIK 1/c{�'--20 WIS I I O IY O.C. M; ON `I yi 2•{'Da"' I+S oil Italia D PUTS % 7 1 .III ^' E }1 r I 1/4'0 TAPCON OR TAPfAN WITH ADVANCED 1/{•0 TAPCON E %CG w / IDVANCEo THRUDiDRu IECIP1aaCY n/ VY ` , I 21f COW. I " I 1 {'0 TAPCOV aR / sW. PUIE I�TO �APCON TIR% ORN .TECNNOLDDY W/ 1 1/2 Y", PENfluTpN Or THREADED UREA to �L9QE} Y%n. PCxfTR4110N Of IMRF/DEO ARu INTO PlYAOOD \\ IoW.II(SEE SEE S HFRLE W SMR Is) FASTING NM. 2•.{' 1/2 Yll CO%] 1H EAOrOR. iECHNO OG HIM ADVANCED SWE[NnfgF T�1:7] SEMOTNOR Is> w LL ��STYOSO YpJ, CD% PLYw0ap REO'0. IB• O.C. YJY RY0000 AFD0. / 1/2" W PENETPARO. K 2-YWNIWD SFC1/2' f REO'0. PlY6W0 TO DE HALL nw RF/DmAREA1.10 PLYNWU COMBINED IN NW. 21{' BRIM o 16• D.C. u)L REO'D. PLY+/0o0 ARACHED M swos IN E SCNf01nE DN SHEET IS) S,R1 ANY 0KI®HV WA I INSTALLATION To BE ARACHED TD SNOB IN K RDNICE IWTH SECTION =8 OF THE re.G ©HV WA SI INSTALLATION ATION ACCOPo1NCE WNH SIMON 2304 of ME ©HV WA I INSTALLATION • of tO�ATnNs or u�E a MC. InAOE C4 DN SHEET IJ FLORIDA BUILD LOGE Non Nigh Velocity Hurricane Zane o2on mrttow l ...�E�- 0017 Ag/ UETASU,,Ly. 0G IL E C O A S UlhKTHA TY Accordion Shutter 2■�. • * / , ■ ■ ■ ■ S A System 'P C �J�" * TILER TESTING A, ENGINEERING COMPANY ArnsNDan $huger $yBfafT19 ' HV. RIAGE ®1 W OR W/0 HV, xlrmx BADE y aaCOA,N, A '• A J Baas NW, aeu. a. sla aoi vla.. WAM4 11Y/m, a], ADSOCIOfIOB, Inc. �IT M_ LL I OLD IS-065 /27/1 WID s� PDaw: (M)sn-IsaD. Ea.: (DS)"I_WI 4268 Westroads Drive OT/2) 17 : -P•''•.. onIDA .. d -nw: w.mDRamn ��sf4.{ppYy•E'�`{�`• 1E1 1R-00Ca119 West Palm Beach, R 73407 a DRAWING No _ P.E./JCJ1Il1I<NAW\ j11 WNl[AA,W1 Jr. P.E. IRi/nATr rLOROA ur, / H,57 { 17—'O', _. __ L f➢41 MC 1nPCON Gt APCON WEM ECHWOCEO THRFApfOR4 TCCNNOONO W/ PENETRATION Or UN ARFA 10 (SEC SGEWIC YN shin Is) PIIDMXL CX611YC Yw I 214- GLASS ( 1 NEAD[R REO.Ya. SEPARATION i0 G I sEE saEmw1uEr E oN s1) QHV WALL HEADER INSTALLATION 1-s¢ sNm 4 rm Tnwl OOnrA ASSa18L� x-YaYIMi s1YTgM 4V ft (q,gr® a AM/ wr To sIn NW wsrwunm� Ya, WE TION �TO G,ASS (STE ScNRDD1E ON scour II) E OASr I I L M7 i 04. NC4 I/.'P TMcON 0q APCON nTTH AOVANCCO 1HREAOFORu IECHNOLOG'r M/ 113' Y'vu PENEiRAryR+ Oi Mu TO EX61aG WOOD HT/ M (SEE EOUOIRE ON SNIFn Is) I 1 EXISTING G1A�—i I I'm MW o 4'O.a I r©or© I I J OPEN IIOLC Al -) sTuo ro 4 Ai C S/IENG'TFA r I.XG OF uIsTING _ DGR I I i ®• IIDvr 4' HOI W R NEAO TEN SCREWG O Ix' .,. 0 oy©or® I OH SHER 1 I EASRNG I a'as—1 -0OR W EDGE (W APPIICA" EA6NNGA0IFYI000 TRUSSES DR O ]P OC R O.C. EONNEo *MG SOFFIT /4' U.. THN. i REWS To PWSS. 6 AT ING %NOD hcld 1. 1RUOE° RPO lO4D ANO 1 l,+ rY--T- DEM U e -- `E or OEa 1J4 R TAPCOH OR 1' v STRM N�UO MPUb.BIf PPWdE1F .�� — AINRFrJY{E '1 2'a4' Wla. *APCON WITH A°JANCED " NACHME SCREWS ] -� r I/ 541 PUTE I MRFADFDRN TECHNOLOGY W/ 1 4'-]O NUTS —J/ 1/4'0 GPCON OR TI➢LON WRN AOV/NCEp 1 Rf D. • j1 Yn. P^+flRATION O 11� O.C. 1/4'o TAPCON OR TMcON WRN A°yM= TM,,,G oM c TNRMFORN TECHNOLOGY W/ 1 Or D N TO TECHNOLOGY W/ 1 1/3' Irur. PENS "N OF TIW4D[0 PENETRATION OF TNn: IDUSTW0 WOOD HEADER. MG To, EOSTWG WOOD NFAOER. (SEE saEOEE ON Slav Is) AREA ro Ek,STNc WOOO MEIDFR. (SfE (SEE su'lom ON SHEET IS) SaHEORE ON 2 IS) QV HV WALL SILL INSTALLATION ATION ' SEE u° s,FOR v AG WO HV FLOOR INSTALLATION QX HV WALK —OVER INSTALLATION d FLORNA BUILDING CODE Non High VelocityHurricane Zone XQ �f o]O1x T UM. aG 02,1r E0ISIERPI YETAL SUPPLY, INC ueFNSF. T TM �L A■S■S■A■ Accordion Shutter System HV. BADE If 1 W/ OR W/O HV. YdTmN 6tADE 'F s • * TIWT TESTING A ENGINEERING OOYPANY Amal°°^ Shutter Systems wn ,r• LD �i4A S•,/�" : X� IlTff xR. ssv. sL, sY. xln. HA4W cXApae, naAa ,,, Aseoclatlon• Inc. , Ol0 ID-O&5 1/]7 E OARi o7/zr 1T EPA'..... ��'-''��Q•� Pruv : nos)eFl-Isw . ra, : (,sspxl_I„1 4268 WestroaEs Drive r =S0N/ "••••�a�:l`• - mI"o°E`°"' Wast Polm Beach, R JJ407 a AL ENG, • DRAWNNc No WlYlal 4 T11R 4, Pb 4 ' 7-1 07 P.E. SFi1l%SIGIJATURE/DALE s SHED 17 OF 20 END INSTALLATIONS n HV BLADE OR f@ WINDOW BLADE INTO ) V4" MIN WOOD STUnc Pnn.p au,_ FR RYpR 1.1 CRr@-b•iD-Q)•6 END CONNECTION OETAI .1 R.. IRI )7: Q . 'v) aril) mrzca, Rp. TIWT. TESTING a ENGINEERING COMPANY AMN6 MA L, 314 ]0!. MPTN awme, Rap. ], PNXq : j]mF>I-ISlp . Em : (IDlj,>I-"]I \ �w�1 iouc000w.wm LNG. W&IIR A.91 xs J' P.E. NATIIFF/RAV r " t 1 44167 rvrr 'I 1W1f-p YW1M 14NO 1411M1 OTM�AR�1 wa WVIA / 1. A.S.S.A. American Shutter Sr tome Aseaclalia0) InC. 4268 Weslroaas e6ve West Palm Beach; FL 33407 pM) awn ENO CONNECTION OETAR 1[ • Ra,Yae b6r f01 ®.Uq aCYN INW IY-Y ♦ SEE UGJTATIOnEF USE 00N 9UOE ICI ON SHEEP 19 '✓'salt EASTERN NE)AE SUPPLY. Ina 3ERTHA-HV—,m Accordion Shutter Sy NV. BIOOE'#1 W/ CR W/O KV. W✓o0,4I Y. X K,al®IION CHE eMMX BM1 i GED le-O8S 1/1) I a12 0) , GRavnNc 17- ®� E� 1NAI. S'A'0m0'M N1ONID AT NV °,A YW00'I BLADE SEE ENO COMECOON DEa0.s ON SHEETS 10 k Is TYP. EIILL NEri01f. I 11 MI MI MI 191 MI D � 9- 91 9 9 9 ® 9 ���I!II'III M MI MI M 191 OWL rI ---`--�------ "BUNG ----I ------- Gy TYP. Oa1EWlN6�@ N/ W N/0 ( NOTE . ABC.E) PLAN M EffANO.iN TO qA Sa = Ea,E GII 9En 11 ION CAOEm ------------- /41(D 1. IN. A&0. DESIGN PIESANE PAMG .110. - 110 p.J. & ItOL S)NOEN VAN: Ne• ], ALLONED " MM ' A IN 0 6 N ON SHEETS S. 7E AS NIIL I 110oNONGN 4 a T.�U,S& IN OWSNEEm IS A 17. CMY tD IN AA a' wOEI�FIL OP U Yf N f OF & I.) NN ""A �IIi 9Y11 My AllON A WIDIW Of S OPf1&YGS (ate. NOUW FOR I SIAOE Ai whtl SNONN M S .. (a) IN. aE'AN10E iRQy TOP as acrai, EIXSP m• N OOmON WAGE Of ANE TP Nat EW SNLL. SE IY. (C� �IyQ 9AOE EOYW OOf iNOU SWNa6 A! a0S YAY BE M/ (0) WW� N�IN Q M BE V.S♦D AaWMIE TO A SNO W BUDE( (E) Q)QEIOMT6 SNNE I AYS BE WSaUtO AOYCpf W A AI0 W BUIE t AT EDmN SOE a DON, (E) Pa.YTA%aUTE NN N NBa, (ul 5NV1 BE MSINEEO w T1a II DE a R Of ENE OPE Sao PgO aak IN NINDCRI N9 oust BE ONLY NSC AND EOGNED UNNG A IN SETTING TOO. PAONU[D BY ASSA NO. e: SE Ab10N wX'"O EO1®aE FOR P6DLLA1e16 ODD 0000 ED.1NE BNGNN= W SNEOT 13, AS UWED IN SPAN AND DEMON 1DAO (SEE NOTES I & 2 Awm. 7. SEE ANCHOR SP/LONO SCNEaOE FOR O,EA1EA1pN5 WIO PWI® EONCETE OR CON CEIE BNDCN HOE. ON SINS IR D la As 1lMFO BY WM AANO aSal UMD (SCE NOTES 1 & 2 A0M4 & N NONIM SODA EON TO GLASS SCIEI PER ARM E-INNS: NtND IOIE IMIYW 6dNUleY1 N aA55 1 TNNO a may. Iona H.� 1J�� 1111'1�J:'•JC ENSF':v9 .• 0E017 mum, NO. 02017 EXERN NETA. sUPP.Y, WG Accordion Shutter System y *� ILTIECO ASSATN * i AmeHaan Shutter Systems rtv. MAXannE gt w/ ac w/o Kv. NiN (H TALE . N oucvPnon w.n DRANN O ••. tOA� TIWi TESTING & ENGINEERING COMPANY wn NN. 7W,. Assoalatl0a. Ina I IXDIS-OSS 1/71/1 O - 07/27 17 _ ;' 0. W aoE NN6NA N410FNN. MONO. AI (303)871-IS10 . ER7 : (00)e71-Ila1 a ubc000dsan azee WOS(EOOES DYive West WING DRANa =_S�ONALE�.•.'' ®-aaaanN PDIn Beach, FL J74a7 a ' •/e,n.un NN1NI A 1NU1 Jr. PR 7�� O7 o e eu, me :n•m E1O:M W. 1 HI67 a -..— I" G-60 Mv. sa6 A2 StU65 AT I!' G.CI ft A51�2A-0MODUSTING YW& AAi6' onu• CO ' GIV. Sap sPACI{ OYNX[L 8OM NMH wYfpGl k Eaawerr= As MA1G LUSTING CIAO—i I YIN. sEPARATION GIAS6 �0 (s6e scNEGutO 1 i 1i 0 IH1 O.036' ogs, psn c-m N E%RTWG nWl ex 43e 43a In= O 6'0.0 O6'0 FORFOR BERTHA 1 HV B AD A ORDION SHUTTER1 HV BD A ORDIO -S_YSTEM IN3TALL4TION TO META E ID WA I S 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) 2. MAX, SHUTTER SPAN: 84- 3. ALLOWED MOUNTING: Q ON THIS SHEET. 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WTM 21 ARRANGED A METRICAL'LAYOUT. USE 0 (2) 35 (6' LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT RIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. BLADE SLACK DETAIL HVF IS ALSO VALID FOR __ 1/x• )2 8 CENTERMATE ©1 APPLICATION WITH BLADE TQ W �• d36 s' TroCK a:v�5+it:6 0 6 Q.C. 'n as in. ;vw-�oM� MS WA HAD R/SI WMLIATION ----- (-�7 �EXiSTING GVSS--- Np------------� (6• Min.) Mtn.) 02017 PIT=. M. IL EC0, c. * TILUT TESTING & ENGINEERING COMPANY .� ; 6la ew. WA s4 sb. lN, NflJYA G(W518 Rdy, al M vA PAww : (iCi)dT1-lice . Tm : a051811-1551 + LJ IL II -1 P.000' Ym.r 4 aA' 3® I/4"0 NOMMAI ALUMIN__ UM SLEEVE 6063-TS ALLOY SEPARATION TO .LASS SCHFD(I F 3.aao- Yva WIND ZONE MINIMUM ASRA E-1BgG SEPARATION TO GLASS I THRU 3 4 4- & eo1TCN) I-- 6 1/2' UAX. StANt A.SmS.A. American Shuffer Systems Association, Inc. 426E Westroads Drive West Palm Beach, FL 33407 ❑� A3e LFNCIH ♦ It ] /4"a— OX 80 T MUST PENETRATE ©3 I' 1.373' I/4'o-20 THREADS 43 1 /4"0 Ea -ONE TION PRODUCTS FAB-LOK HD' COMPONENTS SCALD 3/8'. 1- LaCA'e AT 1 Z NV NEODER/5 OdDS VIEW SIDE CONN 70 TRACK CODE (Non Nigh Velocity Hurricane Zan 02017 EASTERN YETµ SUPPLY, INC. BERTHA F[Vv—, em HV, Accordion #1rw/ ORR w//b Kv. wEmw ODES AWING No 17-10