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Home My WebLink AboutProduct Approval _► _ `, 'C' j��,;.__.,tip +.�'._; ��i��`r'�." `•�t... t t 1.; ',..� '�ya�'��,d��i�_�`_��Id f.��ii� i Bc rs F.nr_ 'sg in j T1s_-Registration 6 Hot To;.ic-- Submit Surcharge ; Stats a Fsctz j Puitlica ion s f f-9;arr PSIS Site map f t-ir- z I S b 7 . _ Product /approval USER: PLClic 1!r_r ~ - pr Fra^u_[..xry ial .teE.0 ? -ro`e.d Starch > Application List Searelr:Critetria Rerina_-S+earcft' Code Version 2017 F)oduct 389 i Application Type 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 HV.-1Z ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL �.a other ALL -�- Searckr.Results'-Applications TL-9, Mahufacturer. Validated B Status FL389-R9 Revision American Shutter Systems Association, Inc. John Henry Kampmann Jr. Approved H stnrrr Category: Shutters (941) 922-3854 Subcategory: Accordion "App=ved b, by B-S;R shall be rsa ler ed and ratil asd try the FOC anAlm Vte Crcnmissivn if ne.-,eszayy_ Contact Us ::2601 Blair Stone Road Tallahassee FL 32399 Phone: 850487-1824 The State of Florida is an AA/EEO employer. 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Product Approval Accepts: GENERAL NOTES: 1.BERG IA H.V.ACCORDION SHUTTER SYSTEM -SHOWN CN THIS PRODUCT EVALUATION COCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPUA4Ct IN ACCORDANCE I1'frf THE 2:117(St?, EDITI04)OF TIIE FLOR!3A BUILDING CODE TWS ACCORDION SUUTTER SMM SHALL NOT BE 14STALLFD AT HIGH VELOCITY FLIRR4ANE ZONES. DEN"WIND LOOS SHALL BE DETERIINEC AS PER SECTION 1620 Or THE ABOVE MT:4TKNBED CODE,FOR A BASIC WIND SPrr.D RECIARED 11Y TME JURISDICTION WHERE'SHUTTER YALL TABLE OF CONTENTS BE INSTALLED W1TH A DIRECTIONAUTY FACTOR Nd=0,85,USING ASCE A-10 AND SHALL NOT EXCEED-HE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED 04 SWEETS 11 THRU 15, 19& 20. IN ORDER TU VERIFY THE A9Olc CUNOTION. ULTIMATE DESIGN W14D LCADS DETERMINED PER ASCE 7-1C SIUI.L BE FIRST RMUCED TO ASD.DESIGN WIND LCADS AS _ 1: HV BLADES 1]EE Ql BY MULTIPLYING THEM BY 0.6 W CROW TO COMPARE IHESE W/MAX. (AS.D)DESIGN PRESSURE RATINGS 44DICATED ON SHEETS I I THRU 15, 19 &20. GENERA_' NOTES SHEET 1 !N ORDER TO VERFY TIIAT COMPONENTS AND ANCMCRS ON TIIIS P.ED.,AS TESTED.YICRE NOT pYE7 STRESSED,A 33 S INCREASE IN ALLOWABLE SIMS FOR WIND LOAD;WAS am USID IN WEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS,IIOWEVER,A YANO DURATIu4 FACIOR^D-1.60 VIASSED UFCR VERIFICATION OF FASTENERS IN WOOD. ! SYSTEM CO!/POIJENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION S4'JTTER SYS-CM'S ADEQUACY FOR V44D AND LAP,3_MISSILE IM-ACI LOAD HAS BEEN'"LED IN ACCORDANCE WITH SECIION 1609.7.2 O-THE ABOVE MENT!CMD C031 AS F'r...R i SYSTEM SOMPO'ASSEMBLY 38-44 SHEET 4 A7L RE-ORTS: TYPICAL WINCOW SLAVE &WINOMY DETAIL -HV BLADE(D F0214.01-03, 00715.01-03,61004.01-05, 01,21CO1-05, #C317.02-06,#0609.01-10 AND #0210.01-11 AS PER TAS--9D1, TAS-202 AND TAS-203 11ZOTOCO.S AND ASTM L-1885 AR A 2: HV BLADE Il)AND HV WINDOW B Anl' (A AND E-1996 STANDARDS (MISSILE LLVEL D,WINO ZONES i,2&3)&#1220.01-10 AS PER TAS 2D7,703&7D3 PROTOCCLS LARGE MISSILE HERE AFPLICABLEa -HV MNOOW FUCE a yC50S.01-08 AS PER ASTM E-1-896 AND E-1998(MISSILE IrVEL 0.WIND 70NE5 1. 2. 3) BASIC PROTECTION ONLY AND P 0725.01-88 AS PER TAS 207 PROTOCOL. TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTAW\?ION CE-AILS A--F• CONCREFF/SLOCK SHEET B 2.HV ELADE0 AND HV WINDOW BLAOF 8 ARE ENGINEERED TO 1YORK 114 UNISON WITH EACH OTHER UNDER THE GENERAL UAITA71ONS AND CONDITIONS OF USE INDIGITE=U ON SHEET 19 INSTALIAOON DLTA`LS G-M, CONCRLTE/FLOCK SHEET 7 3.RERPLA H.V.ACCORDION PINS(HV SCREWS),USLD AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECROY TO TRSHALL 6E#1bx2,75'AND 114x1.75'FIESFECNFLY,410-IIT MINIMUM SERIES CENYERMAIE DETAILS HV SHEET fi STAINLESS STELL SCREWS 1Y.TH 135.0 ks;YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BFRrHA hV DACROSHIELD COATING SYSTEM AS NANUFA,CRIRED EY AFFROVED CENTERUATE ALTERNATING DETAILS HV SHEET 9 COATING APPUCA'ORS, REC,STEREO WTH AMn-CAI SI:UTTER SYSTEM'S ASSU:IATZION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.BOOALL ALUMINUM ALLOT. L7(TRVSK:kS STALL BE A`UM1:UM AS50':ARON ALLOY AND 7EMPCI2 AS 14D1CAT1:0 ON SHEETS 2 AND J. UINWL'M YIELD 5772ENGTH Fl:l: 6063-T6 ALLOY ls 30.0 kW AND 35.7 kat FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET lU ALL S 10Y, FMXIMUM SPAN TABIES SHEET t1 A4CHOR SCHEDULE- CONCRET_ & BLCCK SIIEE7 12 Z.AL SCREWS TO BE STAINLESS STEEL 304 OR 316 AIR,SERIFS OR CORROSION RESISTANT COATED CANECN STEEL AS PER DW SOOTN WITH 50 k:i MI:.YtTLD STREKG-H AND 90 N'MIN TENSCC STRENGTH. ANCHOR SCFILD'JLE- CONCRETE it BLOCK SHE*T 13 AND SMALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. A4CHOR SCHEDULE- CONCRETE & BLOCK SHED '4 6. ECLTS TO BE ASTM A-307 GALVANREO STEEL.CR NSI 204 CR 316 SERIES STAINLESS STE1L WITH 35 I¢i MINIMUM YIELD STRENGTH. ANCHOR SCHE'DUL--'OCD SHEET Th 7. SEE THE FO'.LOWING SHEETS FTM A4CHOR SPEC;FICATICN4S:HV ULADE(D : 12.1.3,14.15 AND 70 I INSTALLATION DETAILS M-R. WJCO F44EET 16 INSTALLAT1014 DETAILS S-X, WOOD SHEF.1 17 EIV TRADE IQ&9 'M]WONG IN UNISON: 12, 13 b' 15 END CONNECTION DETAILS 7-12 h X, WtTUD SHEET 18 8. Oils BERTHA M.V.ACCCIRD`AN SYSTEM SHUTTER B:IRS A U.S. PATENT#677D.-162.COMPONENTS CF IHS APPROVAL AMIE CO41REO. IN WHOLE OR,N PMT BY U.S.PATENT t5"458,1?9 IJSUED TO EA 1FTI.4 METAL SUPPLY,INC. AeEA 3:_HV WINDOW BLADE ciA)ONLY i 9. R SHALL BE THE RESPOl45119:JIY GE THE CONTRAw^TOR TO VERIFY THE SOUNDNESS[Y ThE STRUCIIJ(RE INHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. COVTRAC'fOR TO SEAL/CAULK ALL SHUTTER COMPCNENT EDGES WHICH REMAIN.THFaI FASTEN;NG IN CC.NT14'JOUS CONTACT WITH THE 13UILDCJG TO PHEVENT WNO(PAIN(TRUSION• YPICAL SHUTTER EICYATION SHEET 19 1D. EACH UNIT MUST BEM PMMA 1EYI IABFI 111 A'ASIBI E PLACE WITH WA-4E40 NOTE. DURING PEODDS OC MVRRICANE WARNINGS HOME OWNER,TEMAN, JR 011IERS,MCS'-HOPERLY CLOS-AUL hV AND hC CENT-ERUiTES AND ENGAGE OR L��All.rr'a AND FD (JOCKS. AREA 4: HV WINDOW BLADE X7.ONLY 11 SH'JTILR MANUFACTURER'S LASE!SHALL BE LOCATED ON A R:UAMY NSIBLE OCATICN AT ACCORDION SHUTTER 01 AC20ROANCE WITH SECTION 1707.3.3 OF FLORIDA BUILDING CCrr.CNE VSEL SHA_L RE LIN STAII ATICN DETAILS. METH.STJD VMIS 51IEE'20 PLACED FOR EVERY CFEWNG. LABELING TO CCMPLY WITH Sr-CION 1709.9.2 OF THF. FLORICA SUILCINC CODE . 12. BERTHA H.V.ACCORDION EtIME-F SYSTEM'S INSTALLATION SIAL COMPLY WD'-1 SPECS INDICATED IN THISIMAWIA;PLUS ANY BUILCTNG AND ZONING REMILAi IONS FROVAIED BY TBE JURwC:TKJN WHERE PERMIT IS AFPUEO TO. 13. (a)iHTb P.E.D.PREPARED BY THIS ENCNEER IS GEN_RK=AND DOES NOI PRCW..)--INFORMATION FOR A SITE SPECIFIC PROJECT; '.e.W14CRE THE SITE C047DONS DEVIATE FROM THE P.E.D. (h) CONTIJAC;CR TC BE RrSPONSTU.E FOR THE SELECTION,PURCJMSE A140 INSTN:AMON INCLUDING LIFE SAFETY OF IhLS PRODUCT, EASED ON riS P.E.D.,PROVIDED HE/SHE DOES NOT OEW.TE ROU THIS DRAWING SHALL ONLY BE USED TO THE CONDI'10NS DEFA!LED ON THIS COCUMENF.CC%-'-R=XIN SAFETY A7 SUE IS THE CONIRACTOR'S RESFCNSIB11.11Y. OBTAIN PERMITS IN THE STATE OF FLOP,{DA (a) [HIS P.E.D.WILL BE CONSIDERED IVAUD IF ALTTRED BY ANY MEANS. (d)SITE SFFCIFIC PROJECTS SHALL DE PR-111ARED BY A FLORIDA REGISTERED ENOINCER OR ARCHITECT WHh,:1 'MLL BECOME THE ENGINEER OF RECORD(P.OJR.)FOR THE PROJECT AND WHO YN.L BE RESPONSIBLE FOR THE PROPER USE 0;114E P.E.D.ENGINEER OF RECORD,ACTING AS A CELEGATEO ENGINEER t0 THE P.E.D. ENG04EER SHALL SUBMIT TO THE;LATISH TRE SITE SPECIFIC DRAWINGS FOR REVIEIY. (e)ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND WIATURL OF THE PROFTES34N1I ENGINI"ER CF RECORD THAT PREPARED I-. EFA+AA""'�V FLORIDA BUILDING CODE(Nor High Yelociv Nwricane Zone, 1111'�F,..•, ><J.e� @ 2017 EASTERN UETS!SUPPLY. 1,14- BERTHA ,4C T017 TLLTECD,Rd;,'. ,11 ��'.•�;,�eIEF�s�:•:`'9� -------- A S S A B .R H TM Accordion Shutter System 11LIEC� erec. ■ ■ ■ ■ )iv. gaDE #) Wy orz w/o H.v.K1NDUIV atlX �/ / E i American Shutter Systems 1 jar TEE 711.LEi TESTING 3C ENGINEERING COMPANY Y Y'H DESCRIPTION DATC t fill RA` Lc' T '. ti� w�,un•.36,n se,sl..sJle.Haas arnso,'l teal Ave Association, Inc. I OLD 15-095 71:7/1 DATE: 07/27/17 X Nm e:Was e71•1,30.ro.:r3os)a71-1sT1 42US VAe6;rocds Drive 2 • DRAINING AO .7.........:L:. 11 m,a 00367Ed.wm West ?elm 9ecch, =L 324C7 : 17-107 "V�/ION L 4"130°'IIIE 1'JALIERB LUT,Jr.-.E. A ELORpA Uc.g 44167 3 SHEE P.F_ SEnLFSieNA`LIRE/DATE 6 OF 20 .-sro roa xw:cn LxwO � v VrRIFS I (LD- SEE i 4..571, �_ <.3$`,__ I 1. ((." L� 4.83:—..�` - 9 �--_ `.`�Si'• 1'+HV SOLID BLADE z.:, O' STARTER (3)HV UNIVERSAL FLOATER �% R USE W/ MIERED UNDER US MEW $ 5453179 Ot1ALIFIEO FOR USE 'W/ H'✓ BLADE(f 4�HV DIRECT MOUNT �� g 6005-T5 ALLOY AND TEMPER J l-'QUALIFIED FOR USE W HV T AND 1EMPE? (� HV WINDOW BLADE_ 1 fll1.OE�1) sfs •SEE ATIONS OF USE OF BLADE 0 EEI 14 5063-T6 ALLOY Ailb TEMPER 'h 3-T AND TE _ 226 15 .121' _.{ 055, .6:C'�'>6' o ^.I _ q'\ I c4 i'--3�2-Oi.•�..--� iii+��1 � I L_ ._.._. .__._. ._..... n;rx__� o0, �' 7)HV ADJ. ADAPTER /LIP J.e2o{= q �,�_ , - QUALIFlED FOR USE x uv 'B HV WALK-OVER TRACK OUALIPIED FOR USE H/ HV 9)HV TRENCH TRACK -`�1 T -3_- ,6 HY ADJ. FLOOR TRACK 06;-Ts .LLOY ANO T MPE USE J E1'.ADE X11 Ot)A IFl-cIl FOR U-c WJ HV QUALIFIED FOR USE W/ -N F,063-T6 ALLOY Afl'D tEIAPER BLADE ONLY. I HV RAINGUARD BLPOt�,) 6063-T5 ALLOY AND TEMPER TALI=LO FOR U £ VJ/ HV 6 _ ER I s36'_ BLADE(j) 1.815" j VARIES c.93%' 6063•T6 ALLOY AND TEMPER 4ox. I �ELO LIL g4 nSG .6701 S I 670 ' .,b. 6.0, 'I ` - -,_3. 0' --.I C L- __ BZQ �SJ1 12 HV HEADER/SfL4 H►LCEIU�IG HEADER/S� 111' HV CEILING HEADER t �3) QLIALIFIED FOR USE N H'✓PLADE(I LY �-. 1WALLA OLT LIFI.D FOR USE Y// HV OL\DEQ 1.ONLY, 6063-T6 ALLOY ANC TEMP UUAL'FIED FOR USF WJ HV BLADi.i l 141 S'-E SF_C'IGVS FCP. VALIDITY" SEE SECTIONS FOR 'VAL'DRY. CUALIFIEC FCR USE tr hb' 6066-T6 ALLOY AND TEMPER 5053-T6 ALLOY AND TEMPER PLADE f`)0%Y• 6Ce3-T6 ALLOY AND TEtEPLR Tt ' i _OMPONENT A 9 Tl T2 ; Em y' N.XMKYMN.L t ytl L1' 1" O.C62' 't' rj7-) [ 5'MAX. 1/6" I 1/6" �. i L[_ .---. Ie' Y U:,X.j 111.182° 10.182" SIDE ANGLES - �— —. QUAU-'ED FOR USE WJ FN ALUMNLIM ANGLES l� , 2.5 7'MAX. 0. ' e. ' !2ti��COER " 180ISO NER POSTSHIJ PIAJE(1) ^,UALIFIRt FOA USE W/ HV -I- BLADE Cl) 6063-T6 ALWY AND TEMPER. BLADE Q)ONLY. 2" 3'uex_ a138' !0.131' 6063--TE A:L.OY AND'EM`R 606.5-16 ALL Y AND TEMPER I reeusssr FLf)f?!D!t .3L}lLDIkG CODE(Hon Ki h Velocity Hurriccne Zone �QR l¢�j' c2DIe T,uEco,wo (D 2077 EiSTE)7N MEIN SUPPLY.INC. fri ECO INC. A.S.S.A■ Accordion Shutter System /g H.V. Bt/1DE�j7 W/OR W/0 H.Y. 414NDOW Fl.4C/E �/ * ? TILI.IT TESTING ENGINEERING COMPANY American Shutter Systema ry-r O[sclaPTnu DFTF ORMIN W L.C. i,47 �JL : esss Iii TES IN su.s E wINE aRne*s,a MPA ss1_ Association, Inc. 1 GL.D 15-085 �7/27,/1, OA]T.: 4?_6t3 1'Jestroods Drive s p {=--- y mope:(ae�.SL,s l w. .FP.: (]�s)071-13]7 CRAWINC No p x-ma \ l:k"t— -L.— %VcSt °c,m Bench. FL G340? 3 ' y ,t10N; '4 1%\\ 1YM_ifRe^OGO6u�g�t9r.P.E. P.E�V�SE.i/� y 17lIrtE/OATc rLo4Da utw a 5i 2- OF 2 A 576* .-74h- �TlT!�pL) THqrA7:D 5EPLEM"M LIE 2! 17 4 Ty?.) Z' L V4 ; - OU §i - i-8: Le-ms tWWLR RATEC, &-M(CH;Wi !C-ROVr-"Er.) HV CENTEBMATE QUALIFIE��O.:? USE '9/ HV BLA-)E(-11& HV FLOATING CEN BY LQQK HV EGRESS LOCK _aZQ, QUIALIFIFI) FOR USE %'.'/ HV QUALILIrDp,"� USE W/ IW C063-T6 ALLOY AND TEMPERONLY k3UD-F:( CU4&IFD FOR USE '01 HV BILAOr A,OIJL'e .9& �*ONLY. BLADE Cf;O�Juv. EQ-53-T6 ALLOY AND 7EMPER HV CORNER CENTERMATE T- 0 I.-IFiED FOR USE %v/ HV Or"ILY --2W O.D. 606&-T6 ALLOY AND TEMPER 11-l', IlFlg 1 518, .I"T %Z&L-472- L 4,046" jr- -2 �1 77- .7 T roti' A s°] Llz:i BEFORE RIV�71NC 1/4"A-20 x 3/4 114-0-2 RiVNQT* S.S. I UMRSCR-VN V *SIPILS 9444 ALLUNW(2014-7.1 ALWY)VAGE PLVICE THIN L L---j --3 WISE S LIXOR.CTURM 12Y AVW t 2.1 SHrrr k =RT.PART f 0520.A FLAN rRct4T Ll FVA7" HV MALE "T" L4Z--! CREW?ID13914 WSR-EHY.HEM JLMEY QlCf.OR ECIU-A- -LOCK C a -LOCKER FOR "T"-LOCK CENTERMATE QUALIRIC FOR USE Vl/ H.V BLADE CI ONLY HV FEMALE "T" LOCK CENTE MATE HV -T" LOCK HV ALTERNATIVE LOCK 5061-76 Al LAY ;%NO TEMPER OLLALIFIED FOR USE CUM IF17D FOR USE W/ IN' QUAUF17-D -OR LJF-L W/ hV SLADE ClCNLY QUALIFIED FOR 'JSE W/ HV :3LArv,7)ori-y WIHIf BLADE flf;ONLY. ",L)ONLY. 5063-1'6 ALLOY ANO TEMPER 063-T6 ALLOY AND TEMPER' 3.151 .0 63 CUNIXR 0.4 J .05.. .06;. XFY CY-MER 2 ..'35 n 2 A� HO CENTERMATEE NO LOCKING ROD HD -CENTERMATE W/ LOCKING ROD OIJAL'IFIED FOR US= Vl/ HV E3LADE,,I',&- 01, QUALIFIED FCR USE W/ IAV e6 k A) 3-T8 ALLOY 04D IEMPEP CENTE 6063- :RMAIE' cuALin'-D FOR Es. 1.2"mm. USE: Vl/ HV 312CE M& — 6OU-TS ALLOY 114 . -16 - 'CL;X* a,RM 11/2- THIJ%qTrLRN 01 W�l) rlll`i]ER - C� OR Re( Cr.WDE;l 1.7e LIZ.. LOCKING ROD HD LOCK- D HV- ./A" 9-20 AISI 304 BY REGENT FARC-wx. UOR7 n- LO:KS S-EFIES 2&13 HOOK BOLT LOCK. QUM IF17-D FOR USE W/ HV BiADE17 — 6363-1'6 ALLOY AND TEPPER -�E6 HV .3/8"0-16 ACETAL '37- '-"INSfALIATION PALL RE THUMBSCREWS '��ERIES S.S. THUMBSCREWS QUMjrlED FOR USE %V/ lfV Wlj-,OECI & S, Is -QUIRE A 7'IU' ED K- FOR VROPFR EkfF NT UALtRED FOR 5LADE I; QUALIFIED FOR UST- Vl/ HV BLADE FLORIDA BUILDU CODE(Non Hict'n Vcle=ity Hurricane Zone, EIV C'201�TILTECO.14C. EgL-Tm4 t.fET&.surpm t.,jc. ...... --g--TWA-HVTM BCR Accordion Shutter System " /TiLlEc�6 ,Hc- A.S.S.A. KV. BLADE#1 W/OR W/O KV.WIMN MADE American Shutter Systems -T—DAK-T—DRne W TILLIT TESTING & ENGINEERING COMPANY ft DESCR.Mm -1�1/27-/17,DATe 07/��-�!7 STATE OF Association, Inc. OLD 15-C8.5 ms.FLO-M 3316f 4268 Westroads Dr,vs 2 _A4 DRAWING No West Poirl Beach, Fl- .134C7 3 OR 113�- Ell-W.E71........... .*-" %IALICR - 1;�"ff Jr.Je.r- rA 17-107 P.E.-. ;z 131 rLDIRIDA L;�.0 441 87 1 SlIFF, ...... R, E 7F 3 2F 2Q *NOTES ON HV LOCOS AND CENTERMATES; A D c a ; 2a' I u n• s T u I ^� p1 I,�' I. MANDATORY CONDRiON_f1:ONE HL'LOCK or ,:;.ALL RC USED AT 1/2 OF SPUTTER SPAN FOR ANY SPAN OR 12'AB052 OR Oc,'1,07! 1 2 OF SHATTER SPAN FOR SPANS'JP TO 105',AND FOR INSTAL TONS AT ANY ELEVATION. HY LOCK' or S MAY HE USED AS AN INSIDE UR OUTSIDE LOCK,ATTACHED TO OR1 C2=rJT-MATES W/(2; 1/4'e-20 x 1/2" LONG FLAT LEAD S.S. M,.S. LOCATION OF LCCK SHALLBE AS INDICAIED ON _ IVPICAI SNU17E ELEWTION. 2, DRK1N r>1_IF DESIRED, FOR BETTER -ENFORMANCE OR FOR SECURITY PURPOSES, UP TO 1W0 IN 1�6/a' i LC CKs Q�5 OR q6 MAY BE USED AS AY INSIDE.OR OLISIDE LOCK. CONNECTION OF LOCHS TO CENTERMATES(21 _ I -� OR T2 ST TALL BL AS INOICAM CN NOTE(1)ABOVE. ` LOCAYION OF LOCKS 54A1 L BE AS INCICATtD ON TYPICAL Stilll"CER EI.EVATIUN. { ICA'Po I I I III 3. MM12N ? NSD ONLY WHEN NDAT CON BION T O LIMITED MAN TORY CONDITION !?PIl9H9LC9 1Y w111 ORY U .j_�_ [lli_ 11°- y I H.V. LOCKSI: LOCKING ROTS�,� ARE NOT REWRIED AT HURRICANE POS1110N, BUT MAY r�4,oa45mv�6�oa 3oaS� E USED IF DESIRED TO ENHANCE SHUITER PERfCRMANCE. .00KING RODS �� OR AN ALTERNATIVE DEVICE MAY ALSO DE L'SED AT STACKING POSIMON (NON HURRICANE POSITION;. 4, AUtiDA��aY CON(NiION�2: ONE HV LOCK> � S�Wl 8E USED AT CORNER CETJrR\45TES FOR ANY SPAN „YG ` II I 1 - v AND I45TAW.TIONS AT ANY ELEVATION.HV LOCK(24 or 2: SHAD. BE USED AS AN OUTSIDE OR INSIDE LOCK. I 1 ATTACHLD TO�CORNER CFWTERMhTE Y!/(2) I%o 0-20 x 1/2•LONG FLAT HEAD S.S. Ml 7WO LOCKINC ROCS':S AT TOP&EOTY01) SHAL.I.3E USED. LOCATION OF LOCK SHALL BE AS PIDICATED ON TYPICAL SJIUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERWNED AS PER SCHEDULES SHOWN ON SHrur 12. 5 2 ;pARk u I y I SSc�' S. TO M012ATOW CONDIT] 4 all VALID ONLY FOR HV LOCI, / AfEfRIC�G Nl'EitM►7E$ 1 OR.•• CHE AL`LRNATE HV LOCK 2 eUiY US USE IN LIEU OF HY LOCK¢4,or X25 FOR NJY SPAN A1IC r FB- a8 I INSTACIATICNS AT ANY ELEVATION. AL NATE LOCK 6 MAY BE USED A5 AN INSIDE OR OUTSIDE LOCK. AT]ACHMENT I V j -'� � II I I� t•� OF 1/4'm-ZOx3/-0'S.S. 7HUMBSCP'fi TO Wit!OR CENTERMATLS SAALL BE NtADE 'N/ 1/4"0-20x3/4' A•_UM. I '8�� RIVNUT AS SHOWN ON SECTION 4VE, SHEET 8. ONE LOCK SHALL BE JSED AT 1/2 OF SHUTTER SPAN OR TWO I) I - :OCKS AT 1/3 Of SItURER SPAN. 1 I I _ 6. MArtMRY CONDITION IM FOR KEYSTONE u0U G INS►AIiAT10Nc GNL HV LOCK�&w Qw or 4� SiSLL BE I III I USED AT 1/2 OF SHU'TILR SPAN FOR AJY SPAN DR 12"ABOVE CH BELOW' 1/2 CF SHUTTER SPAN FOR SPANS UP l I f f TO 86,AND FOR INSTALLATIONS Al ANY CLEVAT104. HV LICK�a or Ji or?e; MAY 13E USED AS AN INSIDE OR 1 ti GUISIOE LOCK, ATTA„^F{FC TOll or a SYMMT:TRICAL CENTERMATES W/ (2) 1/4`-20 x 1/2"LONG --I AT HEAL' S.S. SEE END--J I - J MS. LOCATION O% LOCK SHAH BE AS INDICATED ON 71?ICA. SHUTTER ELEVATION. USL.OF LOCKING RODS �V{/ CONNEC-104 `�, (Ixt� /lip (y�� '1 J OR CP TOP AND BOTTOM IS COMPLETELY MAKDATORY. DHEAl qETS ON L y' J( P a �+ Y1'. SHEETS TD TYP, FUL_ n 1! "'NOTES ON HV "T" LOCKS AND CENTERMATOF CGRN�-P ES: CE`r ER ALE UNE ALTs R4ATE HV 7• _OCK•O MAY BE INS*ALLED IN LIEU OF Hv LOCKS 24 Oil Q FOR ANY SPAN AND (j S'Q9�.�°•6 t•'7)aa�,av(l 0i-T 3'a'+ �, t A•_LATIIIN AT ANY ELEVATION.ALTrRfWE LOCK CV MAY BE USED AS AN INSIDE OR C11i'SIDE LOCK. ATTACHMENT OF LOCK 60-NCLUDES L'SINO REINFORCING LOCKLR r1T,AS SHOWN ON SECIICN HVG, SHEET 9. WHICH MUST H= ,1�•:17�f1�7•,`(.ataAil/•,It�:a: --t CONNECTEC TO CENTERMATES• ANC•2:W,•' 1/4'0-20 x 1 1/2' LGNO S.S. THREADED BOLT N'/ 7/8'0 , 3/32' "3) 551:'IOr.UT CR W/ 1/4'0-20x1" S.S.M.S. +NTO A 1/4•ox S/8' RNNJT. LOCK MAY BE INSTA'1 m AT MIDSPAN OR 12' 6�•`I •��7�w�61 1(7_.•6:8;-as MAXI7lUM ABOVE AND 6LLOW MIOSPAN. USE OF TWD LOCKING ROCS(ITS:TOP AND BOTOM .S MANDATORY, TTI'J-�:•:T Ol ar.n�•a�a<�aT.ti.. ;aj•fo-,,)-hs; r-CGNCRErE.ANCHORS POUkrr)^pXCRETE 1 PDURED (SEE SCHEDULE ON OR CONCRETE OLCCK, POURED CONCRETE- RECUIREU ! r-1/4'D-�Gx3/4'S.S. CONCR REQUIRED ' sr EEr 13; _ __f CORCHE-E m0iORS I ?AACHINE SCREV* R:CI' 11 �T7� �,�(F FTA I ^(SEE SCH=OULE 09 i 5'f/ I/4"-20 ;._.___-•� -- CONCRETE ANCHORS -'.-.- f u( A}c -CNE ru M»fam ON sHEET f� / SHFE' 13j I NUTS 0 12'O.C. �� • =E SCHIFOULE ON SHEET 13) �_ _ ---' X121 4: Ia- i lun. j7t �i .../ - - - II EO Et MACHINE SCREWS - EO EO 1 t/T.' I US NO 1/a"-2a Nuts �1�. � .i I �L_�..__ 0 '2'O.C. T E. 0• 1/7 y I ;-.27C"Mo.. r .__ ," �t 3 rR 1 E. 0. ev I .'45D"Mm. + 1 Max. 75 - i� ( I ( E.U.• `�\� i{�- F.C.• I 1 (.1�__ ',i—�. r � I OPTIONAL i j\�-OPT.ONAL 10 3A:x(SF 111i ff}Iff#!!b1 SOk�11tE OI a¢T ` i LA9'I.SEPARATION TO''I RSS ' -1,IQ aALe Tao ` 1 OR t1 d EXIS 1NG CI ASS SCFEDIN E ON SHEET t I I)-- EXISTING I "Ally®1}(,s MIN.SEPARATIOY TO GIJ., 4 _ '�(^+EE SCI IEDULE ON SHLLT '1) r— EXISTING ,. 1 A GLASSS i C HV WALL HEADER INSTALLATION —-- `C)HV WALL HEADER INSTALLATION 'I) HV WALL HEADER INSTALLATION + KEYSTONE NG --WK.SEPARATION TO GLASS ` EN .J "P�CN )OR 17�� ' ()1, - ExSINr. (sEr S C M - 11iE ON SHE-- 111"` 4Q.T 1,174,S- ttT. PARATION TO C;ISSCC yyg GLASS IOtI� 19 yr114M9 � y (SEA SCMEUIILE ON SHEET I1j-�F BLKX 1' PPP RAINS-I-& I 1 EXISTING .I OPTtOL.AL E.ID. II ,ii - i II • I,it 1/i"Maa. _E -? Max. 1 G=now. I -' 04 15 OFF` 0.JI- ---_-I' �-r'..---- � L..EG-r4E0'. „2 i s1 aK rs` I 0— 1--- i_— , ' Mn -' 112)oep4 h -- ..--aiaT`S 7RI�SS s. ' � •� ---- { � LL�PS TR s rEAo - �` 1, 1/e"0-2n63j4'SS.PHu.cPs , •,�:�7 fl(1 -E {O- MACHINE SCFK_`/r5 JS:NG JCONCRETE AttCHOR5 TRUSS NEA] MACHIN! SCRE'.v`.: ��-, -- - -- `CONCRETE ANCHOR9 -�� E� (-, c"-7-0 MU',Q 12'O.C, ` 1-{SET dC.HEOUI!-ON 1• 1/ 711 1/4"-20 IMS 0 17'O.C. // (SEE SCHEDUL"ON SHEET 13) 4 Min.- POURED CONCREIL EHEET 13) FCU 0 CONCRETE-' f_-_ OR CONCRETE BLOCK OR U7E 840_^K - �t�>IGRCTE ANCHORS REQUIRED WALL VIREU ;O i IAV WALL SILL INSTALLATION / 1SEE SCHEDULE ON C F 1 HV WALL SILL INSTALLATION �- USED CONCRETE-' wT.T 14) OR CONCRETE EL WALL RECUIRED HV WALL SILL ANSTALLAWON C__ M INA F Sr. ONS: �J INSTALLATION DETAILS W/ 1-SEE S'IIEET 4 TOR TYPi RCOCL DISTANCE' d SEE!eATATONS OF USE FOR 25�NAFFI.y G SECTION.^,CAN 9E CCMyINEG i (SEE SPECIFICATIONS ON SHFFT 13) BLADE 1'1 Y CN SHEET 19 % H BLADE 1.14AI:Y WAY TO SUIT 91Y INSTALLAIKNS. N it+' FLORIDA BUILDING CODE(Hcn High Vaor.{cy Hurricane Zone' c.2D17 TRIECC,19;;. t@+2017 EASTTRN META!SUPPLY,7NC. PA 11LIE C O efac. ■S■�■�■ Accordion Shutter3vstem IAV. 131ADC#1 w/OR W/O KV WM •1 1: TIWT TESTING & ENGINEERING COMPANY American Shuffer Systems Or• DESMIPU01l DATE UROM BY: C. 4Cr A Assaciaflona Inc. I OLD 15-065 7/27/1 T7 DST-.- 07/27 -" �E•., (r� i��;•' (p 1e 43.44 to.3a:R Sl..Sw 105.'dRG'M4 4ADWS.nr,RDA 3314 y268 1Nestraads Drive z ^Dano:(�as)3T1-Is3D.Tax:(407)371-1531 DRr'.'W]I`lG No S' `��5(?je!' a-mall:'u1L-C.0LCar, West Palm Reach, FL 33407 e •II Ea.L006710 17-107 •rrrrtrfr'' %SALTER.4.TILUT Jr.P.E. err^ FLORMA Ua.6 44167 6 SHEET P.E. SEAL/SlGN(ATURE/DATE s 6 OF 2 SES END WALL C2NNECTIOfL DETAILS ON SHEETS 10 & 18 � A SEE Nares ON OC+J1U Re�ns�},I-V LONS C� p —� 9 —I =� INSTALLATIONS W j I 1 1 HV AND ALTPNA7E IN LOCK r!ON SHE OUT r^E%ISTINC CLASS **MACE$LAng DUAL-IVF G VS,,10 rDR ALI ;' BLADE W HV CENTERMATES CEIIIERUATES APPL`G1T'Oh w1TH SVWUC� OR r� SSE END WALL-Cpj1,NECTtON 10•®�}�.®3M �. — %5i'NGcuss DETAILS ON SHEETS 10 &A i 2-x2"I/6•,O'-z Ocwl91'1� " 1��" 7• 5 1%2- 7• (6063-76 ALL01�ALUM. 010LC III/W 1/4'r LVroNOpP05 NG SYMMETR�AL MCHORS,c w111-RErE I ' CENT RM ES ;7oP/aortcv)s I! —�— CENTERMATES tdiN. BSPARAT;ON (t)PtOz!!2'S.M.S.TO IU9_ .-J,0.3/+-S.RLS. 0 1z' }�H�l_D-CG or,. W/ H7! LOCK or i25 io Ii AT EACH AI:GLti (TYP` U.C. -UCL LEVCHT, ' IN (SEE silEEEou;) , - - --�-- -�- �-I - I �5 .r Li ' tK�!'GaQ-OO�Itl ICH}O •�LA `� L —rJ� o+ ,"J 7) I _UTT-j ��yr F HVA �j HVB @aG-�•`7-(D-p^^ GG SVC _.,oURF0 CONMETE OR � —E%ISTINC CLASS CONCRETE BLOCK Y:ALL /r�, M m w REOI.'xiFU _exlsTlr+c1T S MMETRICAL- -- — -- - 6 u6�- 7 •—��- —�-- ---- i - �— SEF'ARATIG\ `' �•�M 19. ��, I'LEwsnu I I I CENTERMATES IN )S•®�1 - I ®+y�7 oA ^�GIAs`• rj 1 + I GIPSS Yi (SEE S:.HECULF l'� �� I 1 HSI L •1( OPTIUN?L I /c\ �'o ON SHEET 1 t tdiR. SEFAIIATIC6�\ vlt� .• * �._�_PN-E4i�:1'?) I LJ"l'Jn` � ' TO GL45S I l OP710NAL — _— �_ ,_,aR •' -- -' i _------T.--- �_---- ! I ` CLLE ONESC17 �E_P7 -f,� i- - -- -- ----- — - t , •� f r 1 'I "�^ ANC'COHO S IQ `? VAr7,C5 I I .. - UT �j-- C.7 �� ___ 6 /2`I449_ SLACK,tor I f L—� :, DCTF v fRIOR) FIVE HVF** HVD ouT ,,, ,,s•., 11': �• FLORIDA BUILDING CODE Nott High Ve;ociey Hurricane Zone. fJ' �. 02017 bAS7ERN METAL SUPPLY. INC. , � �' ............ k1Y0R 11f TECO.1!10, BERTHA V7., f7iLTEC O �. A.S,S■�, Accordion Shutter System H.V. E+1ADE#T VJ/OR W/0 H.V.VAIAW&ADE ••% Q�yf,IF11�J€� e TICCIT TESTING & ENGINEERING COMPANY American Shaffer $ysfem9 _7., DESCFIPIION DATE ORAw?7 er: Lt. AssoeTaflon, Inc. 1 o:B 15-V85 /a;n DAIe cT/ai/17 • �.••, 8]55 N.Vr.]L:h.St.Sic.EA].VIIGN4 VM001s.FLURC:A 321E FM. 30:,,A -15•.0.ra: 305)971-,53; 4264 'v1'estru:lcs Drive z < c orawlNG NO pew r�� It1 .—m.L IalaaAooa.inm West Falm BaD^.h, FI 334p: a 17-107-f �l -'%"�7oiOML��vl�l! :0-OOJ57fa 1!—�O i I WAL7LI:A.TILL,'Jr.F.C. r..nrr'' r1cRD 1c.3 44.67 s SHEET P.E. SEAL,SIGti";,1JRE/GAT'= 6 8 OF 2 ALTERNATE INSTALLATION W V "T" LQQK V A A " " LQCKS CENTERMATIES 8 OC ERS 1 HV SLADE # SEE EN co NEcn N DETAILS am sNEErs 1 h is INSTALLATION T)-HV_BLADE rt,�rnswv su5� W f HD CENTERMATES CU� .i �1, � IN ;/ Lu4E�sueK uLrA3 mi.Ivr.--..rro GH s•az e. • O O � ' ' A6 iQDr:AirA ti:J(YvL1iSV r+ Y, 6 DE1M'r0o-rr A w 6+ 7 w 8 m( Wi:OI N h m%WET.uAY BE USED USEWTa TrpS N:r7LW IhSTA DEi •oc s-CWN w Hr.SNEEI SEF END WALL CONNECTION I I Ito•�a�•®"®•�'m DETAILS 0'N SHEET'S 10 t 18 ®'N✓'w�- m •@ I Ati2(6763nrALM)aro00 35 DK/M(z� y I) {o u•+raLtt I (w Anil) � ((Cv1Io•Ixt ;_ -. s1lm,Vz-sus(o-Cl f'L�3/a'sys.a Iz- r--_-- - _T 1 oa du LwGNr. �r NV _ — IN a �•' I u to nr.+aS H.V H eNSI ar.(c rlrr) .r I N (-) _,��, MI sCavro4 >;I r3D Hy LT.. wns('rR.) •ter:u+su! 3 JLOCK (INSIDE) 1 � I � -4; - 'w .fi _ A / UT �� i2.`' I' T33 Da - 31 a+ lax S13 LOi °a I �j �� =35 SSE Nc'E 6 rO4 w LO1K� 0- 1/4" 0-20 x 1 1/2" S.S.M.S. �.:/ I---•tJ=I r' (oPrrcN.1#I W/ 7/8"0 x 3/32" WINGNUT. (omr-AAL)�lDO-HV9 T HD -HVC •T•LUCK,are SH-117 5. I ;HV "T" LOCK (OUTSIDE) v c) � tMEI�_Al HD CENTERMATES �M�RICgL_HD CFNTERMATES G* W/ 4� LOCK (EXTERIb ' LOCK (11: RIO t SM ES 94a nUM L- .D2a-73 AU."VIGC r"4a T-1 5HELI NW-SEM.DAA'Y WA. AS N4 'U ILMED Bi A'A4L C`40i" •�a®.I�a ;LYT?RI.I'ARS Vrr,NM-WISE/ O ,r�� ' 77ASL P,ED:�.. _—�+r15'°'�•'lJ�•IL:J� _ -— — -- - —_--• (a�®-®..'©•ter ':/ y'ELT 1:_1L);Cr Lq]taY FO 'LuMQ k.IO(2j 10 9 M!KLT 5 `` i ;—•"'Y\ ty Lrtt'c9.•.{L alm eL+tE>a Dir<'L KAKD 17 WW FC(A L CENMX—TEs A=LC%M4e n(M lAR Qi HDD—HVDy* FLOATING STACK AaraAarrS'��a, FLORIDA BUILDING CODE Nun High Ve:ociti Hurricane Zona' 1 3• '�` •>V '52017 LAST--RN LETAI SUPPLY. INC.020(7 TIUECO.M-, iJ A HVTJ.$ BER /r=Ecom.. A■S■S.A. Accordion Shufterystem H.V. BLADE#1 W/OR W/O H.V. %MNDON RADE ' ! { TIL IT TESTING $ ENGINEERING COMPANY Am*riaan Shutter Systems EV.N. SEsDRIDTIGN DHE I MWH G-.- Ec ••'•��`�Q �•'l+ ,t° 6355 l w S0...EL.Vb 3:5.MGM CUAZL45•F,D:t:A sr.e Association, Inc. r CLU15-08, 7/27x1, CAIS: 07/77/17 F+:cna:(aa5)en-+Sac.r,a:(JOsytn-maT 4268 'Nestraods D•ivc I uti .......... 1• DRAWING Ne t5' A C\ t e-r•ac oRL_oao:o:m West ralrn Beach, Fl- 33407 3 • L E �Te11' N EB-oms71 r.P.E. a 17-107 `•"'" fLaf7DA u�1 41167 s SHc_ET P.E. SEAL/SI NATURE/DATE a 9 QF 20 SCHEDULE Al aCBD-LE 142 �KH-cDULE U MAXQdUh4 SHUTTER S?AN 'L+' OR "L-" MAXIMUM S'iUITER S°AN* 'Lr" MAXIMUM SHUTTER SPAN*"L+" " (ft.). FOR I14STALLATICNS W/ ' g6 OR 'L-' t. FOR , LNSTAI LAT,ON LEGEND • NOTE$; �EdIMBT � y ( ?, (F ) R 'L-' (ft. IN51ALLaTIUNS 8 cr a cr NSIALLATIUVS W/ yy Sj; IC CONCRETE & •�,jOi�U (1) L MAXIMUM ALLOWABLE E?AN FOR A GMctJ D LONEOCK H.V. LOCK 2� yr Or t Or t & W/ ONE HV LOCISS MANSORY POSIUVE A.S.D. DFEIGN IRESSURE RATING. HD LOCK ® W,/ NO LOCKING RODS or ONE H`l LOCK vT of L-: MAX.AUDWABLE SPAN ICR A GPJEN NEGATIVE T a � OR W/ NO LOCKING WALL A, C', C. ;'I, M. N. 0. F. 0, wS.C. DEi!Gtd PRESSURL RATING. CEN ERNA 28�d 29 v,'/ ONE tY! `JU LOCKING RODS I j ODS MOJ14TING F, K Ft L R. S, R' V. H J"T" LOCK 3U W/RYC i.OtDl<NG (SCE NOTES t.1?) ,-.V,AUC TOP 1,1011trul C Qi (2) PROCEDURE TO DETERMINE MA)CMUI( SPAN FOR R0DS 35IUgg 1I(rO11D� & BOT--OU SEE SHEET 7) FLOOR/CEILING G• V, I, 11, J r, ti, vv ax WALL IAOUNDNCS (TCP/HOTTCM; OR FLDCR/CJUNG: CONC12f",ll 1000 IN`TA,LATYJ'IS O CGNCREIC&WCCC "ONGR-TE MOUNTING b 1! MAXuW y'W ,iTAL• nu$ ' �� WSTPtA?TONS GIVEN A POSITIVE A.S.U. DESIGN PRLSSURF RA1NG, 14.0.Dr��y A7lC.rJ.S,:�l ALD.D'SIC-1 PREIRLKE WALL MOUNTXG FLDOR/CEILNU PFEss„PE au LirAFmN: PRW-tRrUETEIRMINE MAKIAUM SPAN •L+" FROM SCHEDULF. INI'NO HUUh1N4' RAnvD a vn..c FLOCRfC19tIN:IACWLT tl GIV_N A NLGATVE A.S.D. DESIGN PRESSLRE RATING, ((FO AJ 1 iLGCR/CEtDJ^.uGUNT9Jc ({CR 10CR/dAl� WITNC DEIERMINC 4-g7pIAUM SPM! 'L-" FP.OIA iaE:)ULE. (r CR _ _ _ _ it M I I-tl i L 4 (h` L-If;j L 1 (5' _--N L- (Ili (F,} 0 UAXMUM SHl1TF.R SPAN 'L+'OR 'Y FOR 3(t OR LES 'C_=0' 16'-T 1E-0" IS'-0 30 16__D' I6'-J- 3O tE'-0' 7G_-p' INS]ALLATIONS '•PTO WOOD SHALL 9E UARTED 70 I;NAL LIAX:MUM ALL05:'ABLE SPAR IS EQUAI.TO THE 35_ 14'-t0" 1c_Lo' s'-z' 1" 35 �_Ic' 7�'-tn= ss ts'-2 1b�t0" 105 DYI. A.S.C. OEEIGN PRESSURE RATING. L(^tJIHUN DET=Htdlf(EU SPAN 3ET'1F N -L I'AND -L-". 40 _ fJ'-10' 40 1a=2'�_-2_ 'S) PRCCEDURt TO OF IERMIYL MAXDAUM SCAN FOR 1J'-1• 13'-'1 14•-3- 45 1J'--4' _ 19'•4" 'I' L•V CO?.VER GEYTEAIdA7C )}3 MAY Be JSED hT ALL CDMEINATIONS IN UL7WEEK VULL MCUN L.NGS 50 12'-3' 12'-5" 12'-8' 13'-7" 50 12'-5• IV-5' S0 _ 12'-3' 13'_7 MOUNTING INSTAI-AT;ONS LOCKING SPI:CIFICAI IONS Yl/FLOOR/CEIU71G MOUNANGS _5,5 11=10' 10--10' 12'-1` 1T-7,' S5 11'-7J• I I•-10" 1'-1' 11'-1 i' SHALL BE AS INDIGATFO ON MANCATORY CONDITION 1!2 FUR A LIVEN POSRNE A.S.D. CESIGN PRESSURE 71^4- 11'-4' 11'-Y' 12'-4" _ 60 ti•-4' 11'--4" 80 _ln'-2" 10'-11' NOTI (�5,SFLCi 5. RAIING: s 10'-10• IW-ID" 11'-:' ;1'--11' 55 f0'-10' 1C'-1 DETERMINE. _- _ _ I,-= MAX. SPAN FOR WALL MO'JNT'NG INS-.4 i0 1J.. - - _ •O•-8• 70 __ 8'..9, 9-4• 12+- MAX. SP,% FOR F:ODR/CEILING MOUNTING 7S _ 10•-1" 1C' IO'-4• 11'-1- 75 1C•-1• 70_-i' 75 - 0'-9' tt -o INSIALLATR:NS. _ CXCe T THA'MAXIMUM S•IUi TER •10' 10'-0' 10'-0' 80 5'-70' 0'-10" SPAT 'L CR'L AND 744>::MUtA A.S.D. CESeIC FORA OVEN aLCATIVE A.S.D DESIGN PRESSURE 85c'_6• g•�;• g—q' to'-5" 85 9'-E• 9'-0• - PRESSURE RATING FOR INSTALLM)101L5'NfC CCNCAEIE RATING: OR CON(:I0E BLOCK SHALL BE LIMT_D AS F01,.01YS: 9G 9-3' 9'-3_ °=5 TO_1• 90 9'-3• SD=TETiM MAX. WALL1- CC!'LNECT ,--.ONs TO KEYSTONE MOIINTIt:G LAX, SPAN FOR �.L`dCUNTNN O 51ALL',T1WJS. 2' 9S 9'-0 95 9'-0' 6-9' 9- S'--i0` _ LIMIT-eU TOS 64,-72 P•'•-f. AND 8-0" 5PAFJ. SCE L3-= 6IAX- SPAN FOR FLCCN/CEIUNG MOUYTUG T00 8` 8'-4' 9'-0' 9'-7' 109 8'-9' 8'-4' MOUNTING&O71 5.1ELi 7, e 7'-11' M•-9" 9'-+" 105 6'-7- 7'-1'• Ih'STALL+,T07:_, i 10 8'-•% 7'-7" 8'-7' 9'-2" 110 6'-4' T-/` 11NAL MAXIUUU ALLOWABLE sml,' F EQUAL TO TRI. lis 8_-2° 7'-J 8•-4• 8'-t,• 115 _e�2' 7-s- SEPARATION To GLASS SCHEDULE "IUIti(uM eE,wEw +, •,,,", ,:- AND '20 H'-0' B•-11' 8'-2_1 E'-9'_ 12C• 8•-C' u'-I I' _ (4) GO TO ANCHDR SCYEDJLF WITH AAL MA,S�Nu1V 125 T-1C' B.=8" -O" 8'-H' _ 125 7'-10' ALLCWABtE `;PAN AND NEGACIVE A.S.C. .)ESG:J 13D T_-H' S' 5' "•' 1J" E'-" 166 T-9—- E--5-- PRESSURE RATING TO DETERMNE VAYINIUM ANCFOR i3S ,'-;" 6"1- 9—. -;-s• iz5 --r-;- 6:-2.' WIND ZONE MINIMUM sT•Ac,Nc i'O 7-5" -„ 7` 7-6• 140 r-s s; ASTM E-1996 SEPARATION _ '45 TO GLASS '-3'-�'-�" T-5 7'-S 145 T-3'- �-9• 156 T-2" 5'-7• 7-4` 7'-G' 150 155 ''-D s'-5^ 7=z' E'=9' 155 T-o - -s' 1 THRU 3 1" 160 _ 61 71' 5'--2- -,' 8•-T 160 W-11^ 5'-2' 155 0'-tn' S'•-,' 7"-0' 6'-4• 165 G'-10° 5'-Il 170 _ 5-9' 4'-tl' 8'=11" G'-2" 170 G'-6' 175 6�7° 4'-9• 9'-9' S'-0- 175 6=7•- _a•-9' - 18D 4'-8• 8'-6' S'-10' 180 6'-5' 4'-B' ��\J _765 b'- _ 4•-E- W-7' S'-n- \1/ H V BLADE 190 _ 6' 4• '_5' r'-6• 5'-6' 190 157 E'-3" 4'-3" 6'-51 5"-5' i95 200 6'-2 44•-2' E'-4' 5'-J' 270 - u=2' 207 r,-1^ I 4'-Y 6'-3" 5'-1' 20j FLORIDA [iIJILOIPJG CODE(Hon High Velocity Hurricane Zonti =' 1-5 czv171rm INC. 2011 EAS7rRN 441-TAL SUIPLY,INC.T� '+ BERTHA H TM A■S■SAA■ Accordion Shutter System G 0 1 N C. FEV, RADE#1 W/OR W/O H,V. W1,M9 BLADE �,( American Shutter Systems w. DrSCMrT'01) _ DATE DRAWN GY M& c �C + TILLIT TESTING k ENGINEERING COMPANY �L' ' Ss,s:e_^s,vw•GNA e.aeEs.onyx aA1 Association, Inc. I CLD 15-085 J 7/II n4rE: 01(27/17 rr,„a:(srs)87t-1s7:.r">:(3351871-1571 4268 Weslreods Drive z FS, •...........•��,11,1+ .-41; 17 Y1 02—c m West Ocini Beach, I-L :3407 a D 17-11NO7 /aP1AL ,,I'' HALTER A.-•LLR J, P.E. + r_oKrA Ue.9 44,57 s SHEET P.E. SEAL/�itGiSr�TURE%DATE aI 1 I OF 20 MAXIMUM ANl SPACING (in.) SCHEDULE FOR A GIVEN MAY- SHurrER SPAN- A.S.D. D SIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE ANCHORS SPACING LEGEND aLLA 12& POURED CONCRETE SEE 140l A,B.5 D AVO I ON SNEET s POURED CONCRBLOCK TAPCON CP, YU A WA:L IIE,, UOUNTING A WALL HEADEA A10UNTING rypy fIFAQER UO'JNDNG 0 WAIL SILL Ut411NC D\NAIL 501 f O'JYIWG C112 F WALL H%)ER/SILL TA�CON %WTH AO•JANCLD SPNi 17 WI W/ 2, W lAOUN1INC THREAOFORM TFCHNCLOGY (� ISL.Ol Ih411Y[PKIl RAM(E+I L.Ol WINE PffT9if+E wiNO�(41 ASA fkSQ1 ItC F'aAl�9A01C A.S.D.0£SR1 IEUOIE iFLSSURE wTTC(Ft ASD.OIStI7:WGUM FRR`dIPE?ATM I P'ASD OWGi_I..GiNF(SS'SIIFE fi/J2iG(F AL1 POINTS SOLID-SET 30 b 60 79 150 120 160 2D5 30 40 60.75 90 I2O I8]205 3C 10 60 75 96 170 ISO 205 3C 40 BO 7B tlD 1120 I6D 20S S9 40 ED 75 9D :i0 1Fi0 205 30{10 80 TS 90 120 160 2Ki �L•JE TAF' 14 '12 10'e A B 6 la 12 IO B 8 8 6 11 1 IO 9 8 e 6 - 8 11 12 10 C B 6 - to i2 10 9 8 8 9 A., 8 B tl 8 d O 7 53 - 3�-0° 14:12 70 9 8 e 6 6 14.t2 10 D 6 8 6 6 la 12 10 9 9 tl 6 _6 N ,2 IU 9 8 E %6 8 11 12 10 9 A 6 e 6 8 8 E B 8 A 8 B TApF-LH_ OR LES' 14 17 IO 9 tl A 5 5 14 12 10. 9 8 8 G 8 to 12 t0 9 e 'li 0 6 to 17 10 9 8 ;8 6 ] 14 12 10 9 E 8 6 8 8 B 8 8 ere 74 12 10 9 D E 6 6 14 12 10 9 8 6 tl 1 6 14 12 10 9 8 8 6 B to 72 t0 fi B B e - f4 10 9 tl B b 0 B 8 B, B 6 8 8 7 14-12 10 9 0 a B { to 12 10 0 5 B 6 G 1♦ 12 10 9 9 8 b 6 14 12 10 9 A 7 - - 14 I2 t0 9 8 7 s.5 - 3 8 6 A B 7 SS'a 14 12 1D 9 8 8 5 4 Ia T-4 lA 9 ,0 8 6 b la 12 7D 'J 0 B 4 6 1{ 12 10 9 tl 6 S.b - 14 12 ID 9 B tl e 6 8 B_ 9 B B e 8 A 4•-0" la 17 10 9 e 6 4.5 - ;4 12 to 1 9 8 B 8 4 t4 t2 10 9 0 6a'6 fa 12 70 9 8 R 14 17 10 9 B 8 it C H 8 , B O 8 6$ 5 14.12 10 '! e 8 6 ♦ la 12 10 9 e A 6 6 14 12 10 9 9 e 6 8 14 12 10 9 8 8 14 12 10 9 e e ti B e 5 8 B 6 7 SS 123 t1 ID o A 8 4.5 - 14 12 50 0 8 8 8 33 H%I2 10 9 5 %A 6 e 14 t2 10 9 7.5,- - - t4 12 t0 8 7.5 S5'- 8 6 8 8 .7.5:SS 4_ 3 SEE ANCHOR 19 4.5 - T4 12 10' 99 B B 9 :3.5 74 iZ 70 9 %8 b 8 6 la' 71 10 9 8 7 - - 14 12 10 9 B 8 8 - 6 8 8 B 6 B a B 14 12 10 9 B 5.5 - 14 12 10 9 tl 8 ,4S - 1- 12!10 9 8 B 'A 5 14 12 10 9 8 S - - t4 12 10 9 '8 7 - - 8 tl 6 e 1+1. 7 9 44 SPECIFICATIONS 14:2 10 8 8 a 14'17 1C 9 6 8 6 3$ 14:72 10 9 8 6 16 8 14 12 10 0 6 . - 14 12 10 9 9 7.5 - 8 tS 8 e 8 7$5.5 a ON S11-£i ;3 14 12 10.9 D 53 ] - 14 t2 10'9 43 - tL 17 10 9 f 8 8 E 6 to t7 83 7�A 4 - - - 14 .2 9.9 7.5 B.S 3S - - 9 B 8 73 63 4.5 J. - 14 12 f0 9 6 5.5%- 14 t2 10 D B 6 4.5 - 14 12 10 8 8 E 8 6 L1 12 f0 9 8 4 _ - 74 12 10 9 '8 B 4 - e B 8 8 8 e e 7.5 6-0 1♦ 12 1C F 8 3 Ia%12 iC 9 8 .8 - - la:12 10 B A e 5.5 33 to 12Ti0 8 4.5 - - - 19 12 10 9 75 a - - A e A 8 7,3 33 to ,2 10 0 8 5 ,a t2 10 0 e A 4 14 72 10 9 tl 8 E 9$ 14 12 10 9 5 f4 17 t0 9 e 45 d ' B e e B a 45 14 12 10 9 A 4 - 14 12 t0 0 8 85 3 - 14 12 l0 9 8 6 6 14 12 N 4.5 - - _- - 14 12 8 6.5,5$ - - 8 A B 05 5.5 4 } \2 10 G 8 t a - - 14 12 iC 9 E e.S'3 - 14 12 10 0 B tl 8 14' 12'10 9 6 - - - li 12 10 9 0 7 - 8 d_' B 8 0 B 73 6 Ia 12 f0 9 a 14 17 10 9 8 4 14 12 10 9 i 8 7 4 ,a 12 1C 5.5 14 12 10 B &5 A 8 B B 85 5 3° 14 12 to 9 7.5.Js - to 72;10 9 e F. 11 72 10.9 8 e 6 14 12 to 6 - I- Ia �12 10 8,5'7 - - a e E 8 7 _ a - 14 12 110 9 Sb';3 fa 12 10 D E. 4.5 - 14 12 10 9 6 8 7{ 11-7 - - 14 11 7 5.5 3.5 - - 8 B 7 5.5 13 3,. _ 1< ,2 IU_ 9 5.5 - 14 12 /0 i B '23,5 - - la 12 10 9 B 8 - - 14 17 1C 7 t - - - 14 12 10 9 6 3 - - 8 8 8 8 , E 7.5 7 a �c� F USE -(1� 9•_0 ,4 12 t0 5.."+ J - - 14 12,10 9 8 - - - 14 12 10 9 12 Ks S - - - - 14 '7 83, 7 4 - - - 0 8 9 7 5.5 4 3 - I.Ib.T01,f15 0 la 12 10 0 - ti 12 t] 5 8 4 - 1� 12 10 9 d 8 - 14 X95 - - 14 17 91.5171- 12 /3 - 8 8 b 7.! Pi 1.9A�E CA)ON SiEET 19 la 17 4S - - I4 12 10 9 13 9.3 4 - - - - - 13 9. .. - 8' - 0._0. - 14 12 l0 9 7.S _ -n- _ 14 1< 10. 9 e - - - 14 17 10 S - - - - 14 1 70 SS - 8 8 e b e B.5 e 3 14 12 ♦ - - - 11 17 10 9 233 14 12 10' 9 7:. la I;a_. 14 11.5 6 8 B 11S 6 5 1 la 12 1C 4 4 14 17 10 5 7 14 12 10 P If 1 12 5 ,4 12 8 b5 1� 8 8 b 6315.5 a 14 12 U.`_ 6 35 14 12 10 9 S.5 14 _ 10.9 8 2L5 CS = - 15 8.5 5 e A 53 s.S 3s 14 _12'9.5 .+ 33 - - - 14 12 10 9 55 - - - to 12 ,O 9 A - - - 14 12, 7 _ - - - t4 12 10 7.5 5 - - - 8 8 8 8 8 7S' - 10•-0- la 12 5.3 3 14 12 10 5 3 _ 14 12 10 9 6 - _ - 14 10.5 3 - - - 14 IDS 7 3-5 5-5 f4 12 9 4.5 3 - - - 14 12 f0 9 5 t1 '7 10 9 8 14 71 la Ii_7.5 - - 8 8 73 6 3 - 14 12 7 - 14 12 it _ 14 12 10 - 10.5 E _ _ - _ - IL% 9 5 1 - e B 1 3.5 11-0` 14 17 7 - - - - - 14 12 10_ _ - - - - to I12 10 = - _ - - 14 17 S - - - _ - 14 i2 s - - - - - 74 17 10 _ 14 12 10 .2S i3 13 9.5 6 = E 8 6 5 4 S to 12;65 - - - - 14 12 10 .7 - - - - 14 12 10 _- - - - - 3S f0 - - - - _ - 14 ;C 7 - T a B 7 6.+ a.S. - 14 17 5.5 - - - I4 12 70 - - I- - - 14 12 10 - - - 9.5 7 - - - - 9S 7 3.5 - _ - - 6 7 23.5 :S 3 - - '4 - - I• 12 14 !2 1C - - - - 14 12 .4 iz 3 = - - - ;4 t2 e - - - i� ii to - - - s a - - - - - 1.d d5 4 .- - - - - e e 5S 4s 1 - 14 ,2 5 - - - - = ,4 12 1D = - - - ,{ ,2 ID '- - - - - 12.5 9.5 _ - - - 3.E Db 235 - _ - B E 6 �. , - (:1) HV BLADE OR (1) HV BLADE 123 72 Ia 12 to 12 9 4.se.s - _ e rs 233 J.5 3 14 ,2 14 12 _= _ a__4 _ 74 ,� _ -_ ; - - - - - - 14 5 - - - - - - A e E tl B 45-_ = W/ 1'A+' HV WINDOW BLADE ti.10 14 12 f1. 1210.515.5, _ - 0.S e - - e_ B 5 a3S - 1 µ 77 - - - - - la 12 - - - - - 14 12 - - - - - - 1:5 6 - - - - - 1.5 8.5 - - - - E A 33 IS - - - 14 ,2 - - - - - 14 12 -_ - - - - - 14 12 - - - - - e 3 - - - - - I- 1f_ e - - - - - - B 6 , 3 _ _ _ WORKING IN UNISON 74,1T 14 12 - 14 12:_ _ _ _ - _ 14 g 14 _0 - - - - - - - - - - _ _ _ _ - _ _ In - - 14 7 74!12 _ I412 - _ 101 4 - 7.3 - - E 7.5 S 4 3 - i4 14 12 _ _ _ _ _ _ t< 72 e B S 4 14 _ _ _ _ _ _ - 14 _ _ - _ _ 1y _ _ _ _ - _ _ $ _ _ _ 1 7•b - _ - _ _ _ - 75 SS-3.s S 123 - - - - 14 - - - - - - 14.- - - _ - 14:- - - - 14 - - - - - - - 9 B 8 7 r 7 33 - 1$•-0 4 14 _ _ _ _ - g = _ _ - 9 _ _ _ _ _ _ b 7 1$ 3.3 S 14 14 to It; - e 75i - 74 14 74 7 _ 7 14 - - - - - - 14' - - - - - _ - 1s - - - - - - 14 -- - -til - 14 - - - - - b e d 7.9 6 3 - 16' - 11 - - - - - - ,a - - - - - B - - - it - - - - - - e B.S. a 35 - - - - µ 14 - - - J0 .v - - - 95 - - - - - - e 7 <s - - - - - rLt�RIDfl, BUILDING CODE'Non Hi,_h Velocay Hu,ricone Zone �f I n2017 IiLTECO.INC. C2017[ASTERN llSUPPLY•INC. ?' �L ..........,cE ; F :r BE HA�1 11 �. =. I L E C o ��. N A A, Accordion Shutter System ■ ■ ■ ■ KV.MAM#1 W/OR w/o KV.WNDON RAX TILLIT TShutter Systems Y •ESTING & ENGINFERING COMPANY American ^e;, �,,�� ;>�•; .A _ D[:,at�noN WElB.: Lr. Assoclation Inc. 1 00 1s-085 •7/2?/17 a.E: 17/27/17 •. L 4l fly.,.2323.s-".:05.1,il G-AMP.1101:611 2316 ,yp�.1 �Dd a'(3051P.71-•.530.FD::{3GSY8i1-7531 4268 Was;ronds Ofive 2 ��``d' o-maa:t&-oceJ.- West Palm Deoch, FI. 33447 -3 DRAIYIUG No VIALAR A.UZI`b.P.F. 4 17-1237 i7.D100A tdc.@ 44167 7 SHEET P.E. SeAL'�31CiRfs<IUP,E/DATE a 12 OF 20 AXIii' SCHEDULE FOR A GWN MAX. SHUrrER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SCE MOUNTOA75 L 0,&H ON SKI=a&7) 1.ANC11ORS TO SJSSIRATE SHALL BE AS FOLLOWS: P'OLWM CONCftWCONCRElE F,iDIX POUM CONCRETE (A) TU E70STIN;POJ7CD COI;CRETE(Vint V.. . 3 In:) mAxwUM ,E WALL SILL MOUNTING @CFILING MOUNTING (t1�FLOOR MOUNTING - 1/4-9 TAPCON OR TIPCON w.U1 ADVANCED 1HREACFURN TECIWd_OCY ANCHORS,AS MANUFACTURED BY I.T.W.MhLtY. (Min, Vc•3 to!) SPAN v '({)yzf.HORS_SPACING LSM -- 1/4"0 x 3/4'ALL PCINTi SCUP-SET ANCHORS,7S DSM181.17EO BY ALL POINTS SCREW,BOLT &SPECIALTr C3kAPANY. (Min. l'c 3 WO (10kla.OMG±I N 71a FRU&KRAITC f .SIN BAND D.MM YF Fc KMSI RE FA1LY� - 1/40 BLUE TAP CONCRETE ANCHU. W/CM AS UANUfACTURE PAY FLORIDA FASTENERS CIRECT,INC, (Min.re a WI) T-- T- T.APrAT OR - 1/4'0 TAPPEIZ+NCWAS AS MAKUFACTUREO 9Y PnWERS FASTEROP;. INC..AND DN71416UTED BY AIL POOi:S SCFiM.BOLT&SPFC;ALTr 3C 40 6U 75 9a 720 1�205 3' 4C CA 75 90 20 ta0 20•; 30 a0 80 75 so-Ti20±60,2OS TAPCOY ttiH A74A.NCED COMPANY CR AW OTHER APPROVCD LICENSED OR AUTHORQEC 1':NDOR ItEGISTERETi HTTH THE AMERKAN$r!:ITTER SYSTCIA$IG- 'TALON,INC. t4 /2 1 19 e tl a b.5 a 17 10 : 8 A 6 6 14 12-t0 9 8 9 6 6 THREAJFOR A:ECFINOLCGY (yin Vc.,,3 4d) 3•^0" li 12 i 10 9 B 8 6 6 5t 12 10 9 6 tl e 6 I4 17 10 9 .8 a 6 6 ALL Pntl.-S SeUD-SEI 04 LESS to 12 iC 9 a a 6 a 14 12 !0 8 a a i a 5 14 IZ 10 9 a n E s ELME TA''I'y GP HOTESo t4 12 10 9 B B 5 7 14 1Z t0 8 b a 6 6 14 12 f0 8 E 8 6 6 A.1)1gYUUM EMUEDMENI 14TC POURED CONCREIE OF-,A--CON LT TAPCON WIT11 ADVA14CED THREADFCNP TEC1-N0-OG"ANCHORS AND TPPENt 14 12 10 D 8 7 15.5 3.5 N 17 10 9 a 8 6 8 1a �12 10 9 0 8 6 g ?A°p°H+ AFICHOtiS I$ 13/4 AND FOR BLUE TRF W/CAP ANCHORS IS t I/1'. _ 14 '21C 98 6 G 6 14 II6 le 7 14 9 B4' 0 t26 4 14 12 t0 9 B b A 9.5 t4 2_'10 9 b 0 7 3.9A2) MNIMUM EMBEDMENT OF 1/4'5 x 3/4'A:1 POIKTS SCUD-SCT ANCdOiS SHALL BE 7/8'UNTO THE n0URED CONCRETE.N7 EUSEOMENT 14 12 10 9 B E 6 45 14 12 10 9 8 B L 5.9 14 2 t0 9 8 8 8 45 I4TO STUCCO SKILL BE PEFUITTTD. 1/4.0-20 S.S.MAC41ME SD$W USEC SHAL BE 1 1/2•LONG M1:UIUUM S-I ULD STl1CW 14 T2 10 a 7.5 S.P. 3.a - 14 12 10 9 6 e tl 5 14 f2 TO 9 A 7 59.4 •SE UurlArOlr Or USC r0A EAST,AND 1"MINIMUM FOR WALLS WITH NO STLA:CO. 14 1-< 10.9 B a 6 5 t4 12 iC 9 8 8 8 5S 14 eT%10 9 tl 8 G 4.5 RI<nC`!`:N 01tYT 1, 5•-C- 14 12 10 9 tl 1 4 - 14 12 f0 9 8 b3 9 3.5 14 ,- 8 6.5 35 3 A3) IN ME'"AT PRECAST STONE, PRECAST CONCRETE PANELS,PAYERS OR ANY ME.NEM I&FOLAI;ON 147 EXISTING%AL OR FLOOR, 11 12 IO S 8 15 a- 14 12 10 9 B ti G a.b 14 t2 f0 9 a 6 43 175 AYCHORa SHALL BE LONri l?KAIri1 TO REACH THE MCH STRUCTURE 9:HIID SAID WALL F:N131E5,A1I2TORAGE SHALL OE AS INCHC'Ali'D ON 14 12 99.7.5 a.5 4S N f2 ;C 3 6 7.5 63 4 /i 12:10 9 R 6 4,5'33 NOTES A:)&NO ABOVE.FOR NSTALLIt10N5 CN YNYL S'CW.^C Olt ENS'r1ITH DR 141ThCl1T METAL STUDS CONSULT THIS ENGNEER FI:R 6•-0• 14 12 109 B b fi _ 14 12 10 9 e R 6 5 14 f^s tC 9 8 To _5 3.5 INSTALLATION INTO fl S,WIrf MF?AL S1U05 SiL SHEET 70. 14 12 IU 0 7,5:15 3 - 14 12 L_ 6.G 7 SS;4 J la 12 8 ,9 -5.5 4 3 t4 'Rid, 9 8 6 - - 14 12 -to1O 9 B Tb I_r 3.75 is 12;t0 8,5 1 a I 3. 1 4 i- (6) TO E)CMING CONCRETE KOCK:(ASTM C-90) 54 12 D 6S 53 3 t4 1Z 10 9 e 93 1.5 15 f4 12 a 7 b J9 3 - ;/4'O TAPCON OR TAFCOM WIT}.ADVANCED UNREAD"DFM TECHNOLOGY ArCHCRS,A5 VANUF.AC1UREp 3Y I.T.W.GURU" 1 4"0.3/4•ALL POINrS SDUD-SEr ANCHOfL';,As cmRIgino BY ALL POINTS SCREW, BOLT R SPiCWLTr COMPANY. 14 12 10 Q d b - - 14 ?. 10 9 e 7 5 a t4 12 10 9 7.0 5.5 4 ] _ / 7'-0' -4.4-,3.3 - -- - 1/4"R BLUFF TAP C.ONCRE-.E ANCHORS W/CAP AS MANUFACTURED BY FLOIYOA FASTENERS DIRECT. INC. t4 12 10 a &.S a4 - - 14 112_ 9 73 a 14 t0a 7 5.9 4b "1 - 1/4"0 TAPPER+M011ORS AS MANUFACTURED B`.•POWSRS FASTENERS,INC.,AND DI5ROWLD BY ALL POINrS SclX-FW, SOLT A4 SKIMALW N 12 10 a.5 7 4 - - 14 12 l0 6 '7S 5.5 4 - 14 IZ 9 7 7.5 4� - - CVWFANY OR AM:•OTHER A°PRONLD LICENSED OR AUTHORIZED W40OR REGSTENLD WITH THE AMI Ca Vg SHUTTER SYSTi US ASSOCL1TOi.INC. 14 11 S5 4.5 - 14 12 10 9 7.5 S3 4 14 I2 7 +A !.5 3 tY 1C 9 8 &5 - - is 112 10 9 8 L 4 - 14 12 10 a 6.5 5 3.5'- NOTES: la 12 &9 7 S.S 3 - t4 12 fi &5'5.5 4 3 123 9.5 5 4 3 +- - 9.1)KMWJM CY13EDYFNT INTO CONCRETE BLOCK OF YA'CON,BLUE TAP W/CW ANCHORS A40 TA-ER+ANCHORS IS 1 1/4'TAC TAPICON _ t4 12 DA 75 tl - - 14 12 9.5 8 LS S - - 14 12 a d 6.6 4 - - Wfrh AD'JAN(2D jHHfADFCFM TECHNOLOGY ANCHORS IS T'. 13 9.5 e3 S 15 - 14 12 10 a &5 5 _ 14 12 0 6.5 9 4 0._0:. t• 12 f0 9 a - - la 17 t0 9 ?7.5 15 - - 14 12 tl5 7 dS 4 - - Fl AOMU'JM EVF.EDMlvYT OF 1/4-e x 3/4°1dL P.T'MS SCUD-5_R hY^.HORS SIYU.L fiC EK, f94PFADED INTO h11"CCNCfit1E Bt DCX.NO 14 11.5'7.5 6 4 - - - 10 11 7 5.5 5 35 - - I1 8 SS 4.5.3.5 - - EMBEDMENT:HTO STUCCO SHALL BE PERIAR10. 1/$0-2C S. NLACHUNE SCREW USED SHALL BE 1 1/2'LCNG M'NII/UM 5H3ULU STUCW i 12 & 4.9 4.E - - 14.12 n5 7 55 4 - 14 10.5 7 5.51 614-51- CJOST,ANB 1'MINIMUM rOR WADS WITH NO SNCCO. I3 B.5 5.6 414 12 9 7 6 MS _-_ 14 11 T 1.5 4.5 d.5,- 10•-O" 14 12'to V 73 - 14 t7 t0 6 85 5 - 14 12 H e _5 4 - - B.3) `N CASE THAT IV2E:AS STOLE. ?RECAST C07NLRETE PANELS,PAVERS OR ANY VENEER BE FOUND GN TME EXISOhiG WALL ON RCCR, I4 103 7 5 1.', - - 13 1D_< 6.9 5 4 3 ' - t0 7.5 5 a J ANCHORS SHA.L BE LONG EJYJ'JGH 10 RE14:0 THE MAN STRIICTURE BEHIND SAD WALL FIN15ME5.AiC}IORAGE SFIA_L BE A5 OFJiCATEO ON �9 1t 7.5 9.5 - - - - 14 11.5 9 6 5 4 - 121 9.5i 6 5 4 4 - - NC"ES 61)&R2)ABOVE. FOR INSTA':I ATONS ON VINYL 51DW OR LFS WITH OR V;k HOJT PETAL SANDS CONSULT THIS ENGINEER. 0.5 8 19 - - - - - 14 12 B 65 5S a - - 13 fD &5 a 4 3 - FOR ASIALLA.LCN INTO FFS WITH META STUDS SEE Sd1'ET 20. to 12 to - - - - - 14 12 9 7 6 4.5!- - 14 10.5 7 5.5 45 3S - ll•-0" (C) ANCHORS SHALL BE INSTALLED FCLLCWANG ALL OF THE P,ECOUHJENDAIICNS AND SSECJIICA=6 OF 111E ANCHOR'S MANUFACTURER. 175 33 5 - - - - 12 9 6 4.5.4 S - - 5 7 43175 ] - - - 7a to.. 7 - - - - t4 10.6 7 5.b 4.9 - - - '13 u's 3 4.5 175 - - - (D) SEE-J4EDULL BELOW FOR E3ZE DISTANCE(r 0.)VTR9JS SPAC NG kI_A'104SP;P FUR ANChrim 9.E. 7 45 - - - - 14 119 1.5 6 5 _- - !2 9 ,It '4.5 4 - - tl 12 10 = - 14 12 b 65 &5 _T_ - 13 10 6` 5 ♦ _ - - EDGi: p1SS9SE�iL3"3LTS 57ACIL�$CHfOULE TOR gIH0R5; 12-0• 1.5 a3.4.5 -_ 1' 9 0.6 4 3.5 - - 8 E _ - - M"IMUN ANCHOR SRACINGS,ARE l•AUD FOR rDC;OS7ANCES I47'CATED ELLO'M.FOR E.D.I ESS 11"'4 Ti{ QIDICATD.FEEKJCE ANCHOR SPAOA4„ 9.5 6 - - - - 1] 9.5 L.9 b • - - - 03 B S 4 - - - BY MULT'-rLyVtU 3FAC'NV SHOWN ON SL1P_OULE I-THE rOLL014NO FACTOR-+. 8 fi5 14 103 7 53 4S 11 &5?5.9 a.9 ].S REDJCED SPACING OBTAINED US.NG FACTOR SiAL�NOT 13E LESS THAN 411NIlUM'u°P-'7YC Uta?FATED rOR!'AGN?,.CHAR?Y1'E. V 12 - - - - - 14 113 73 e 5 - - - 12 1 9 1-s 4.5 4 - - - _ FACTOR 10.5,a - - - - 1C ;P s `a 3 - - - 7.5 S5 4 3 - - - ACTUAL TAPCON WITH ADVANCED TAPPER + tzs e5 = - - - - - 12 9` 6 45 4 - - 9.3 7 5 4 - - - - EDGE TAPCON THRFJLOFORM TECHNOLOGY AU POINT SOLID SET BLUE TAP W/ALP 'IJ1N.$PPl'OIG a 8 - - - - - I3 9.9 &5 S - - - - 0.5173 5 4 - - HV BLADE R rn'RANCE - - - --" _ _ MN. SPACING ]" U4IL SPACWG. 3• MIN.SPACING 3 1 2 a tc 17 - - - - 14 10.E 7 55 - - - T X. 55 a.7 - E•0. / A@I. 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EXCEPIM SEE NOTE 2 OnDW. -SPRUr FINE rR SDJnI N/C-0.3a(CLOS) 2.ATCHCRS'O F.CLLOW CELM SHALL 6E AS PCR 1F3JhTNG TYPE V.SHEET 17 AND SHALL CONSIST OF -MIK 1/2-CDX FLYWOOD(1988 APA) LAD%--kE 1S AS FLR NOS 2015 SPECIFCAnON5. 4.ANC•1DRS SMALL eE IN..'-1ALLEU rCLLOAAWI ALL CF THE RMULIEND:TCM AND VECIFCAnavS IF THE A:CHWS t1MUFM_'JRER. U'""`F""^• FLORIDA BUILDING CODE(Hcn High Velocity Hurlicar.e Zone', 1 �• A2DI7 I6.1EC0.INC. '61 2017 EASTCRN METAL SUPPLY. ,NC. 1111' fj.'y 1 �i �1VC S •,••%-^L BERTHA TM z A S ice` A Accordion Shutter Svstem L ECO N C. ■ . . . H.V.WX #1 W/OR W/0 PLV.WNM'BLAOE TICCIT TESTING ENGINEERING COMPANY American Shutter Systems .M DESCRrnOV DAT[ IRA=L"!: L.C. Assoclation. Inc. 1 D_e IS-C85 7/27/1. DArz: 07/27/177 Q • �. 6355 tiN.36%.St.Ste.3G�N49t4A VHOD.S,fLOR/fA 731E 7 --4..7•-e1 ph...:(ws)a71-1:.a.rm:(3061871-1531 4._68 Westroads Drive 2 L1 g'�L C /�.'r(,•1111 a-T.aa:tal.ec0.a - ltiest Palm Beach, FL J3407 a UIZ1YiING ^Je /OII!A�4f�-'I' WALTER A.�LLT1J-.P.r 17-107 1 P.C. SEiC/3iGtCA'll?E/U.4iE LTCMA I;c.P g4107 5 SHEET 6 1 is Or 20 INSTALLATION DETAILS ON _EXISTING WOOD BUILDINGS FOR ) HV & a HV* BLADES AS APPLICABLE X. SHUTTER SP + OR L— FOR INSTALLATIONS INTO W OD WI V BLADE ONLY SHALL -"'ALL F1NI51' LIMITED TO 105.0 12sf. &S.D, DESIGN PRESSURE RATING, SHEET 19 FORSPAN _1/4'0 TAPCOtr OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE (1) WORKING IN UNISON f' TAPCON AITH ADVANCEU 1 : THEADRFORM TECHVCIOGY ' �, 1/4'0 TAPCON OR 7! 1 1/Z'Vin.I'QIETFA11011 T11P:TOh WITH ADVANCEDTHREFOFCRM TECHtiOLOvY _T_ ---— �r OF/T"AEA'1EO ARCA TO .I I r IY/ 1 1/2"N n. PETN TRATION OF VREADED AREP,f0 L-ASRNG + frFl.^.PFlyi'1GN —TpI 1• Ei{15TJ+G 1ti000 YEADF-1. I 11000 HEADER (SEE SCt:MAE 011 SHLLT 15) � TO�� (i+ __CDOR t {SEE$CNlT:1LE 0'1 SHEET 15) .1 ' /�� ;/a•o-70:3/4':.S.VACHINE CHEWE ON SHIn ' / I r I1_Y-1 g scRr.Ws n/ 1/4'-20 NULS I—i FOR a ACE FC-7 8 J - r na a �L 0 12"O.C. I� ON 973:7.,J�R I Min. FY�SI�C i EL:1kS I)k g !.I Gif.0-4 ` \ . I 1 _ 111 Ii1 }, 1 •WML 'S nit 11r -Ji�1N CR 1.71 tt' •�` n ( 1 •N III '�f 'I I.r-OPiuINAL _ ,I t. L�WALL t •"I 1j ��• 'CR FlNlsrl EXISTING MIIJ. 2'z4' W'0L1D I ♦ _ -"',\~EX6TL`1C MIN, Cl L W-AOcR RECUIRED 1 OR (R T `-•2"x4"15'COO {I 14'o TAfY;OM1 GF TAPCON C:I'H ADVMdCED 9 HENIER REQUIRED T -THREAOFORM TECHNOLOGY W 1 1 2" MSTENG 'I N.V.$EvwalIN I + I ; I / J CLASS-'-{ 10 GJu;SEE ( I 1 rein.PENETHAT.CN UE T'iRfAEED AREA IO SDEOIS! ON S•RET I EXISitNG _ EE :;HFOUATCN TO 7FGLASS 99 1 1 f I :.%LS'rlrrC WCC.HEADER. •1 FUR EIiDE aAV7- �- (SEF S:HFCUIE ON $HEc. 111—" '�I I,{ (SEE SCREO,!X ON SHEET 15) 0.1 SHEET 1S FOR GLASS___q 1''( -- --�--.=,. 1 •�-2".4'COrdr. SILL 1 tlAGES�LQr I. _3� .. PLATE REOD. 1��1111 i NjHV WALL HEADER INSTALLATION � V L I INSTAL TIO HV WALL HEADER INSTALLATION ` r 1 _ -}--- Vv..SE"FR41GN 16 CAS: -- n EXISIP.G --- I--_ !dIN SEPARATION TO ET _ 1 1 '-(SEF SCHEDULE ON SI-ELT II) .� V GLASS I FYISDUG .� (SEE SMEOULE ON SHt- 11) ESISTNRi I` MR1 S'-7?RATICN TO GLASS�I �I) GI ASS-• II' a GlAS5--1 1 11 rDNT:••(SEE SCHEDULE ON SYEEr 11) I '1 \YOOO PL1r , REO-O^ I , o _ I 3 7 MACS-E S RE'S.S. [7 I n 4 t/4"o-20x3/4"S.S. s ` 4 H/:l'FBtE SCRYS I IiI :MACHINE SCREWS W/ I, �: I a 12'G.Cv_20 NUTS WR ''I . LL 1 I f 1/<'-20 NUTS a 12'- I I 1li C. I I •.11OR18 ��loaUa 1 �I �J Tx•1 CONI-�' 1 - �.1, :vOOU 103 PLAT- CEO--EO-1 REO'D. r.r 1'Idi•.. l ' i N l--I-1•lfin 1/4'0 TAPCON OR TAPCON WrH ADVANLM M;nR PFJrITRATiON OF 0'i iRSA1:ELOGY D AREA TO 4 I za'COrdT. 1 <'o TAPCON OR TLI'COIJ WITH AEIVAN�D ' , ,.. SILL PLATE i I i _.- / '.�' 1/a'a TMCOV O3 tJOTE: `� EXISTING W000 hEA.T_R. •) •( THREA.FCRLf 7FC.H.VOLOGY W/ '/^" .L----,-"-'' \ - TAPCO14 VATH gL'ANCCI) 1-SEE SHLET 4 fOR TYPICAL RT C'D. (<_�SCIITDL'lE ON SHE`,1.. l'.,.FFNETRAncN Cr 1HRU.DEJ AREA N1:0 PVY.'CCD —IYAL IIN.SH ( 1 \ 1!z'L7N. C?X' THRFADFOttM TEC"NOLO., C-H•.T:TTIR ASSLV-11 —_ __ ._ l TSF.E SCHEOU.E ON SPEET 15. EXISTING-SIN.2'K' '., 1 HLYWOOD REO'D. \, 7!/ l,Ie"AM F'T.TI O PLY I OF 2-rJ"IMP17D IN T;ll S CAN !SE `_ tiTL•0S p 16.O.C.LAX._ WALL=1N75-T (SM SED ARTA INTO EFT 15) SW__cMY IN ALL Yt4 TO �1 1/"a'PMN. COX PLYWOOD PEO-0. RcC 0.FLYY✓!JOJ TO BE fS:.E SCY.LTIULE OY 5"EET 15) su• MY wsrawlov. �}_iV WALI,_SILL INSTALLATION EXISTING NLN. 2".4 STUDS 0 Io CC. VAX.REO D A'TACHED TO STUD$i a PLYWOOD 10 EE Ar"ACHE.TO SMOS IN ACCORDAMM SE TIM WIrN WITH SEC'10Y 23C8 OF THE F.R.C. SECTION 23L'H OF THE ��NV WAL SILL 1NSTALLATION 1 SEE Lltd) t?NS OF U c Cr C�P H; WALL SILL INSTALLATION F.e.C. drii i.- � RLADL A 0:1 SHEE: , CT�+Lr FLORIDA BUILD NG CODE Nl,n High Ve'oci(y Hurricane Zene f1T11T•�(rn lf� +'� .2017 TLTECC.INC. Crn2017 EASTERN %IZV1L SUM-Y. INC. ..........., li,�-_ E T A RV TU A.��i.�'�A� Accordion Shutter System KV. FADE#1 W/GR w/0 H.V. W NWN RADE American Shutter Systems TILLIT TESTING k ENGINEERING COMPANY .R DEs15-418 DATE,, DAMN e-: LL. P,oRDa 3316 Association, Inc. 1 0-t: 15-7185 7/77/ OArT: 07/Z7/17 Plwn4.(305),!71-1530.rm (305)R71-1531 42E3 Weslronou Drive 7 -64: `N 4:lal•caeao.eam est Pnlrr. 407 Pecch, fL 33 3 DRAWING No •' cp 1¢ WALTEI? TGI..T E0A.MUT19 Jr.P.F 4 17-107 ncRnA 441117 5 - SHEET Of 2 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 ; HV & 14 HV♦ BLADES (AS APPLICABLE). MAX SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOop WITH HV BADE n ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE G SEE SHESHEEI 19 FOR MAX ' WALL F6115H SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON _ 1/1`4 WITi1 OR EO- E0�* —1"MIN. TAPCOL-1 YRTI I A7JANCED 4'a6"(bl n.)IXISING 1 iNIitADEORM TECHNOLOt. WOOD tlFA'!3E!3111RE0 - - _ —^ —� .-EDGt: (IF Af'PLICTRI E) 1 1/2"U'n.PENLIRATK94 !](TISINr:R'OJO7 BCWA 1 _ IHRE4-.Il AREA rO .. 1-11 < ' I' PHILLIPS Tltlri,S H`PO 8E CLRTIFIEO 6Y I 1,: (SEE KCCD HC4DER. REG5TEI:ED ENf.•INEER OR• __. _ —__ f iv I "". LMCYtaE SCREWS _ .__-`e�^� ^FX61114G 1TOJ0 ! ! (SAF SCHEOU,E ON SHE- 15) II '71/ t/<"-7D NUTS ARCHITECT PRIOR 73 '—EQ• .'-'1" EC--1 - —7• i __- 1'RU`.SES OR 1 li-EC a 12`O.C. SHUTTER.INSTALLATION. .rt f2^ PA'-H 9 2+` I /r-Il9 I ;�� r O.C. REO'UrEC '' I •. 1 i'0 TAPCOPI OR =- - - 7AF+CON Wlili ACvuACEO \' _ EXISTING Ea MT z <37` 1IREADFORW TcC4NOLDGY ,� r - ' -3/e'VOv.iHY 1 1/2"4:0.PENETRATION CF THRFAOCJ AREA TO �O'rrEa. �.A1S/+-- r� � EO- �(` -�1'v4'v'/6'CONT.4:UU.AIBE I .-OPTIONAL LNISIY+I 1Y000 HFAOER. • ` (6063-'x6 ALLT� W/ ;1 ► 47 G'D.C.(SSI.SCHEDULE 0.i SHEET 15) L1!Or 1 ar 15 '3)S/16'0 LAG tiCREWS TO •;;;'r.:'��{. t 1 Or ar �� t I EACH 7. -P OR TRUSS. LOCATE LAC SCRVC.AT �I' I MIYMOTH OF EXVING WOO] L IXISTING'AIN 2'v1' �t� I 1 I } I ! - ! 1 UEMBER,(2"titin NO\fIfUL EXISDYL'.---i FgACER REZ'V l t OPEN HOLE AT EACh 610Tr1)K/2'M;r�. c L luN,S=PARMIGN TO G,-ZS EXISTING I r SEM-.RATION OF THREADED GUUS� 9 --(ScE SCHEDULE ON SHEET 11'-- L S-idD TO ACCEPT 1 -I 1 / GI,yam_ lI 5, 6'4 LAG SCREY! � AREA. 'ALIO FOR AT CENTER 0- TUBE, INSTAL:ATIOhS WITH 72p3f LXcS_� MAX.Ls u.D.sGr:LoAr.MZ ptS:.(FF HV WALL HEADER INSTALLATION 1 'n+LFP*w C:1 9'-D'MAX.SPAN.THIS tri CDUC W q!8T l ! ( RMTAL:AIICN IS ONLY VALID - 11�'aAt>:Q'Ati0 • �M � I FOR WOOD W�LAIN. SP'cC111C a+SIEC 19 „loon � -+,!ni war.Dao � t c I IP d< 1 _t a1 9@LT!6 F.R I cHAwr Df �.9G As 7DLI�LA_ -3 t 5}@ET+;OR'TPCti E1A/T'ER A5SEMB_T Qia 9 JI I - (1 OR ©• �FIR OR EWA SOUTHERN RN'_ N4.i 2-LWLIN^hG SECRJMS CAY BE D@fB/.TSC ! T SHV CEILING INSTALLATION ---. - "— V IN AYY RAY TG SUIT AY'/!KSTA,LyAIDN. -� U IV CEILING IN L TION TO MEcubs.c(E:VDIM l--_ bPy SEPAR.11!['•A'TO GU45 - I I MIT.* _• c.9uz 11 i �(hAX:I!AM I' I SEPARATION i (SEE SCHEIXLE OV SHEET it)— i aYZRW 19 Fal 'I I ..I TO T.LASS _(II I . !`-.. f:LASs', ; %>Esri f.`Bl Y I(SEE SChEOULE I i `=' GLPSS� I I U III Ifl ;)ON SF ET 11) r3 l I I II I I AYCHDK 11 � I' ' e �8 r I I I I WALL_ -- J LOCATION I I' E SANG ` I }/e M L;IaSr- i Flra6H I r- J 1 ./<:� i6 .f'l- ll'MMII — #11.a/+-1:EX I I �f i I 2'zfi`Lr N. I[XC n rI li -'NASA'R HEAD TCK Ucx. \ 4 i ]ECK REOLIIP:C ~i 131 Gf; 2"v6'LF,H. ''IMM �� 1 SCR£GS® 12'o.c L (YO RNSH DECK REOURTD (NO ' - ALIOKED{ FINISih AIL _ EDCE P .I =OUL OF DEC!L-j --.' f -• OFEDGE OF nEN "Y` EO -CO= M IF 6 AFPUCPHIE A- IF_---_-c._- - ._ IF APPLICAB.E Sa u ,/A'4 IAPCOTI OR L ��TTT.�x1l.PS TRUSS HEAD =2'-Wf-- ? ` iAPCON R•1TH ADVANCED f'ra' WtOh6tF SCR;w'S �— --� —_ I 1/oy TkPCON OR iAPCCN 14'1?f ADV<NCEO ~-- `2'X<"CONI, iHRFADFORG TECHHOL06Y 1T/ t!4'-20 NUTS _ I THP, r MM.--- SA.L PLAIT. 1/4'4 TAP(X)N CA2 ;ACOA YRTH ADVANCED:H12EADFGIted - EAUFOP.M TECPTIL0f:Nj 1 1/2'Um r '.T/ 1 1/2'Mie.FEtRTFAT10N E 12'O.C. tel`1101 PEtlEI rJ Tqf:OF THrcADFD OF IHRFADTC AREA TO TECH14OLOGY W/ 1 1/2-Min. PENEYVA1,0L1 OF 7HF.CACED ATEA.)EXIS7640 V:000 h&LOSR.(EEE ---} —EXST&C ROOD HEADER. ARIA TO i)OSTING%KCD HEADER.(SEE ECHEDJM. ON SIICET 15) S _ (SEE SCHEDULE ON 5HEET 1S) ChEW!E 09 SHUT 16)• T cF a=E FOR ^ CI MY—WALK-OVER INSTALLATION �V)HV WALL SI INSTALLATIO41Ne+a �,Lc (W)HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity HurriccnG ZDce 44YtT` .......... D2C17 TI!TECO.:NC. 02017 EASTERN MET AL S'UPP!Y. INC. e,(3BERTHA TLA ` A S A Accordion Shutter System t L E C O I N C. ■ N v �t w/ort w/o KV. VdNIX)W R ADE American Shutter S stems (fJ TltllT TESTING Q ENGINEERING COMPANY c Lv. :cO 15-10. c,Lrr cw.wry IH: L.O. 6T19 h.W.10..E4 SH.30.5,HR.NA GMO---'4%rdI=111 268 WeO icna 1n0. 1 CLD t5-O6S ;7/271,? LUTE: 57%27/17 E -0268 'Aesttaads Crive 2 7RAN"NG No Ph—:;3OS)671-1930.Far (305187,-143T Ea' a-PMNI:Vi�o--.m VIEa! Palm Beach, FL 33407 3 17-107 7- 07 s/ A�A�'cCjrIF EG-a3C6:,9 -0 rY L 'gILTEV A -LL:T:r.P.E. 4 o r SF.".LjSI(PLITUREf Dr1IE FLORICA La.If 4+Tc7 s SHEET 6 OF 20 END INSTALLATION! 1_) HV BLADE OR S L WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS I r ro.W'.noon AW W, F SWS Iran. .,=sw= Top:- W. ULM. (ki'J�Lcvi) S'kag W/ V/ M2 0 r,-cm -/ v EA105W 5-, A r Ah - ,,N I I I - ..' "', I QA3S I& E.S11NO.-IZS x /r COX N.C= KYKCC�', ,I -1 • : . - — . W.'L qM� M 11 MR HAM QAW X_' LrlZ 11 RIP aAfA O)MZ) S>MAR W 1*17' 1j2- 11 FUR Ctkx d," QN.�19 fm co". 12' _V_ SZ tq� I �S.fb �'U.0WAR V4 SIM :rL. �Z2•011 CAIL A7 ms eup:� N 0,0 6.C. 916 0Q C—t 'T a op.QN• RE VL7kL x F ' 'I 5xr 9 FOR • .0 raga2EE"Em lc Fate st SIM Ca0=1*1 E CWIECT� CT -it 10 7�-� 6 To r`A�� 13 A3 C7 I M-L$- 7; v: aw_44-0- C2- V.r9_0 Op END CONNECTION MIN 17) END CONNECTION am END CONNECTION DUAI ? " -END CONNECTION DETAIL p-i; Ee iO.uT i0i 1-71 WS �C. r+/a'0 TAF��f�Z 5, RE7 tx= /w- MU f"T.M ,O,+2. 2*QY I — — I - * -——_C4 SFE U?O�EATIONS CF LSF FCP wl.7w; I &ADr on SHU 1 1? (w�wnz m 1011,�w Is� ------- w=7, rh .I FC.kAOE w"Mr. IYJt y t M nur4mv, EIA115'J" 7-4 79 IUR • • C, L-k 4 -7 6�2) 3'o(C4 K5 VIEW M'&%0'.. WALI I.., PLAN S' "S FLO'll DETAIL END CONNECTION DETAIL Oj, END CONNECTION Q 1AI 0 21 FLORIDA BUILDING COE(Nor High Vviocav Hurricane Zone: J%% 02n.7, 7LIFCO.4W. (92V17 EASTERN USTAL Ctjp--Y,mc. BERTHA HV T" Accordion Shutter System 11LIEC 0 INC. AwSwS.A. KV. MADE #1 W/aZ W/0 KV.WHDOW BLADE American Shutter Systems ;EV.?J DESOWUM DAIL DPA"Ef, !.C. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD .5_08b, D7/27/1) WE: 07/9,1/'7 .0.70 n.SL.Sl,3U$,W-Ql.A:A SIL".ftOMDA 2316t M:(303)8?1-l5U.F.*.: '3M�871-1531 Westrunds qdve 2 0.11WL I Ite.12-i— WeAt Palm Beach. FL 334-07 3 EB-00671L, L WAL-ER A*11LU1 44I,.P.E• 4 17-107 P.F. c,E:41./SIGNATURE/DATE FLORIDA L..6 67 5 I 6 T89_F 20 j rp 21�n a� ._r.EVER_at LMRATIONS AND CONDITIONS OF_LISF FOR 8ER1WL_ 0 T 1.UAX.A.S.D.DESIOY PRrSSURE RATNC-+V.0. - 110 p.s 1. rl _ 1 2.4Ak SNUiTEH SPAN;9G' L , j ( &ALLOWED MOUNIUK-3:A 0.G&H ON SHEETS 6.7;A5 VIEL'-ASS i i •I { ', I I / I I I II I MOMINUS M.O.T.U&H'ON SHEETS 1G S 17. . I 7 I .TEWM1ES'PlI VOD' Y!/ OR('e'�'.WE ALLOWED W.i 1 � /-+ EL�awCR`,Z$) �R](y ED:N A S EAL OR NG IAII.OIIi.IN C�U'F OF U?PON;, �.y+4),y N r1 I I .=M 01,(, MUST Eh QJCLUUT)ONLY AT EXEEROR ACCESS SIDE OF TYi'.EA. ERR) 1 ♦ 1 ♦ I ♦ '( (1 v, .,♦ I �v; I(, J O. (A)W WNC(W BLADE l 54W.-ONLY ALLOW A MAXWU2 OF b CFENINGS (3•9 HOLES)FOR�PER EAADE AI SPACINGS SM(A%W CN SIEEr a. i I f I (H)MIN. CLEARANCE FR DM.OP CR DOROM EDGE Or HV KNDCW BIADE�S MAX.5'N'NGGYlj • { ♦ ii ` I + ( •9+I r �.I O-,NY Jb K E FOR taa�SHLLL BE 12'. A1GWED AY HV. •n I0 I III WQr00W BLADE QN • I ' I i (C)FIRST OR LW MAX CCVINC OJI°RCV SIAREEION Ai ENDS VAY US NV ♦ . y ♦ RI e, YQN_OW Bum 1(,) (0)HY WihDOW OLAP O hL115T B°I15E0 ArTEFNAIE TO A SCUD hV 9'.HD=O ' I TF.R000HO'JT SHUTTERS VACTi. c 8 s ••�I • ♦ *- ' e' 3ELME 1 MA= R 3mE OF`THEM IEG'TALIEO ADJACeNT TO A SOL'tJ HV '��11tt 1SSff//// I (F)P0_YCNiE.MKTE 1N WINUOW fP SMALL EE INSTALLED 50 TP TADS PACF SEF.ENO �" tI�I I VIE+NTERM OF IH-c OPtN'h'G EFjNa PRUTr.CTEU.hY w.jr.oW�MI15r Rf GCTAILS.Ori , I ONLY RISFALLEU AIA LOCREC U.TNG A 1•V SETING TOUT.PROIAVED BY AiSA DETAILS OY SHEETS aa�� • I •' � I .• I RIC. 1C h Is TYH $ 6¢ FW.I HU•C1;T.-- { b.SEE ANCHCH SPACING SCHEDULE FOR INS7AUAT10N5!NTD WOOD FRa11E ' 1liP I f V I4� i I � � "I I UUI�VOS ON SHEET 15.A;LRA(ILA BY S:'AN AND CESIGN LOAD(SEE NUIFS � II I I�I I I I I I T &2 A90YE). _ j I n ` 7.SEE A7:CNOR S'AL7> SCHEDULE FYAI I1:SLV1AlIONS WTD POURE7 I I I — ih I CQNG.E'TE OR COYONLTE BLOCK YN.LL ON SHEETS 12& 13 AS UMREO BY E I I ill , SPIN AND DEVON LQQ(SEE 40TES I k 2 AES). .J ,�,` ,•• B.Wh1MUM SERARADM DY TO ASS SCHEDLA.E,PER AST&E-1996: (SEF PLVR FOR REWIREMENS) 1YP TOP h-BOTTOM "ID 202:E VNNLDI SEPARATfON 1C GIASS� NL1VDEGT EL VA1Y.IIfti� 10NNY..tl PAWVI TO tLAS MST14C;CLASS ur SOf_W!E ON 91EEr T7 FOR%Am C1, I A D OI.THS SHEET FCN FADESOE.U 43: —.�la /��,_ r T l �\ ALTERNATE OP .��J0 CENTERRIATES1211; W/ SfEXiER(OR ONLIfI v% TYp. i i1 — AND WLR. OR 2�5'(SEE NOTE A ABOVE) ;`1}• "2122: / \ o- TYF. SYMUEIP.ICA CENr_HVATEsC. NOTE a,ternT) Z^ PLAN �\ �?{"2.•'.' i TYPICAL fj-�) HY BLADE WORKING IN UNISON WITH HV WINDOW BLADE (A SHUTTER* _-- 1IrEI7„'M!TA.�.�. FLORIDA BUILDING CODE(Nort High Velocity Hurricane Zone' LLI f/ 61Ct'7 TLTECO• &C. D2C17 EAC;TERN METAL SUPPLY.R:C. ' BEWHA EIA IL EC® �N�. A■�7■S■li+�■ Accordion Shutter System a KV. ELADE#1 W/CR W/0 H.V. tMm w E(ACE ��, � �7'Ui' •:•Q ' TIL IT TESTING & ENGINEERING COMPANY American Shutter Systems REV.M CEscmPDOG DAr By. L.C. Et, Association, Inc. I OLD 15-085 11/2)/1: DATE: 07/27/17 •••, �' (1p • • 6715.�.W.}Efh.SL.l yA\1RG"+K GYt:TS.FLOA.OA 3lte FN—;(aos)e71-Ts1a..:c.:(3a:)an-Tss1 'T2G8 Wes(roads Drive 2 CRAWING No ssi Q TaBLT�Ud^19.com West PDim Peoci• FL 33407 'AALIM.A 11 -107167 ar.P.E. A 17 FLO'AJA U:.+ac1 E7 S •gl j 7 F.:. SEA?/SIGNATURE/DATE G - - E OF 20 A%- %2•x 0. 5'TKrX -! INSTALLATIONS W1 (D HV BLADE & HV CENTERMATES C� -12.000-Max.; V. ASTN A-lib?GRAl;F 40 Uir,__VA`0E5_ ((� qS Elfin. G-d0 GAL'J.STEU. 2 Ua.. I OJ�=� "!L � W--TAL STUDS A7 1G•aC. w. dab INTO METAL STUD WALLS * ,,,. *' 114"m NOMINAL GENERAL LIMI QNS AND CONDITIONS OF USE ALUMINUM SLEEVE 12 T FORBERTHA(1) BLADE ACCORDIO 5 UTTER 6063-75 ALLOY L, 3µ•.s v4-•0.035•TIRCK W.1 :;+ R� ,I _SYEEM INSTALLATION TO -METAL_MD_WALLS NT CO . -r5 GRAII 140 1IN-UC.Ca c•c•, 6•a,c ,; 1 ,SEPARATION T GLASS SCHEDULE uKIZ .Dnn- crAEO•As'fE1+E0 TO srws , f,` t. MAX, A.S.D.SDESIGN PRESSURE RATING: +75, - 7� (psf) w/(Z 46n/Y'TEK SCRD's CN I LF�clsnNW1 r FSH Q ,{ i R,T1R,DR&EJ(TEFIOR FACE .1 APPUC,AELE J a 2. MAX. SHUTTFR SPAN: 64" WIND ZONE MINIMUM ' MIN.sE"Alzanory ![!r { ASTM E-1996 SEPARATION It xJLENGTH t , E)aSTING GLA::S� .--ARA I;� •y 3. ALLOWED MOUNTING! MSS ON THIS SHEET. TO GLASS -- SS (,Ci SCHEDULE) y ;�-43 430 1 J4"0-20X3" BOLT ' 4. ONLY E%fERMATE c1 W/X21 HV LOCK ARE ALLOWED T THRu 3 1" MUST PEIV 7,44 E 73c 1" WITH�'ARRANGED): A 04AMETRICAL IAYCUT. } !r { USE 0. (2) 35'(6" LONG, MINIMUM) MUST ALWAYS BE 4 4' 3 4%6 1/4•.0'135.111M U.— EXIST=F-IIISH If{ ` r -+ .NCLUDEO AT'SXTER.OR OR INTERIOR ACCESS SIDE OF L 7�r.c cv.STCEL 1Tma E7tKNE ; as nam:KAB E CENTERMATF. 250-i�- -.oso lSi1N A-6:3 f°RlJL•C/fe.a-e0 O 1111REU—IES 7p SNOB w/(2)46.1/2-TEK Z%&q-5 011 rvtERKIR b MERriR FACE f ' vg `1/4'0-2D THREACS � , `6 B-C.C. c, '� #Tk BLADE SLACK DETAIL HVF IS ALSO VALID FOR " ;:.:' �. 43c . Wi o'� �� J[4 0 EL CO CONSTRUCTION `r 1/2- 72 38 CENTERMATE i1 APPUCATiON WITH BLADE 1Q PRODUCTS FAB-LOK HD 0 9 --�-••---� -� 435 .k•. , 1/!.C.035'MCK .� 8 F. D.C. COMPONENTS 'Nin ASTM A-653 CRAOE 4.c -...'2,Ude.-..: a-w5VJ S AT s1Ea MS WALL HEADERISILL INSTALLATION Nf7I,L 27'102 AT '8•.T C. -�NEn. —(.x15TI TO r1N15H AS APPt ECAB_E SCALE: 3/8"s - - 4 (T-p. TOP Et ECZCN) 0:535•-•LICK Nin. ZEXITI&C GLASS _ _ _ _ •�, 1 _ ,CONT.G:d.Y.STEEL TRACK CHA4NEL _ -.�.•- -r--T-.,-... _ - �,`ASTH A-653.-AGE��IM.C-6 ., .....-,.•..+r.....,. .-. - .- , _ F STUD 10 SUDS pyCJl •-, 1.'.. i I , - 1 r- li r ,7/{2)rz�.l/Y:¢K SCP.E'NS oK SYMMET I LTL ,• I : MMR �' rens. sEPaq no1J vATnEs 1 1 n 43a 436 43c' I.: 11 ., C , � ; ' :- , 1 - 1 I I INTERIOR �-K•E31CF FACE .-1 I' I ENTERMAHS Wz 1 ; ,^ NTEUMATES Vo To c<Ass ,. `• {SEE SCHEDULE) Mcx. tXTERIOR_ACCF$�SID j I." INTERIOR ACC SS SIDE !� {47 -- --------- -- ---= - --- ---- ---------------- =-- -- --------------- ------- - ---— -- -- - ---- --- --- - - I Lu IN (e(n.j — — _. _---------------- —----------------------- --- ---- -- --------- - -- -- ------ --- ~� ---- -- 2) -------- --------- --- --- 7-- - - --------------------- -- ---- ------------ --- ------- -- ---- ---- �— --- `(2j 42 G I lJGD AT'�'1 IN HEADER/SIIP ENDS IL 1 ---�- --- - -- - u�=� -- ----'=ter -_� -- - - - - --- --- - - r i 4� �•_ J -I---- -- -- - - VIEW Y L� 1 2 ! (b"Alin-) i 24, SIRE CONNECTION TO TRACK �' • RIP-) G 1/2• (Tyo.)—' _-�•. -J— ` ---r— .--�6 1/2-rMX. sWCK #fir (Cant.) HV HVB BLADE SLACK DETAIL HVF C �L FLORIDA BUILDIVG CODE Nor Hietl Velocity Hurricare Zane., �41 02017 TLIR:O,IN:.•. @2017 FASTEP.N f.FAL SUPFLY, IVC. 1, 7` i BERTHA HVIM VP ' 117. E G O Inc.— Q.S.S.A. Accordion Shutter System r J ? KV BLADE X11 W/OR W/O H.V.VANM'rWN ¢f TILLIT 7ESTINC k ENGINEERtNC COMPANY Am®riCdn Shutter Systems REV. DESCRIPTIO'! oATr DRAW]eT: L.C. 3P.IA.a..,s,".:us.NR:,xaA F+enr¢,RORUA ave Association. Inc. t ULD 15-095 /2711 DATE: 07/27/77 r—`L (309)871-1530.Fc.: (305)871-15:1 4268 Westroads Drive z , DRAWING No moR:1a14�,o:a.4c�fiWest Palm 9h, FL 33ri1;7 s t` '•-.�OA;O�. Ea-amens ear17-107 P��qt -. ..`•4¢ �q yyCTER J.TIWT Jc P.E. 4 P.E. SErC At�7 FJD.4 F FLaFl,Lie. 4416: s SHEET 6 20 OF 20 Florida Building Code Online Page 1 of 2 V. , p r v o tit x �f v�N. � IIS dbBCIS Home s Log In i User Registration j Hot Topics Submit Surcharge Stats&Facts i Publications i Contact Us 13CIS Site Map =. Links i Search Qj;11,!,— Product Approval terUSER:PublicUser �i . t,mduc[Aoamval Menu>P—led ur AnWwatiRn Sear,h>arn,lic.n�on LH4>Application Detail t N:.gip'71 11 j FL# FL6416-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Transparent Protection Systems,Inc. Address/Phone/Email 633 Dunksferry Road Bensalem,PA 19020 (215)638-0800 Ext 203 craig.hampton@polymerindustries.com Authorized Signature Frank Bennardo frank@engineeringexpress.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Frank L.Bennardo,P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Troy Bishop,P.E. Validation Checklist-Hardcopy Received Certificate of Independence Ft EZ71ii R4 C41 Inde�,pdf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D635 2006 ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2005 ASTM E1996 2002 ASTM E330 2002 ASTM G155 2005 ASTM G26 2000 TAS 201 1994 TAS 202 1994 TAS 203 1994 https://flor.idabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwlDgs7kTE8Waj j21U3tlia9... 7/1/2019 Florida Building Code Online Page 2 of 2 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL6416 R4 E-auiv iv. df Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/14/2017 Date Validated 08/16/2017 Date Pending FBC Approval 08/21/2017 Date Approved 10/10/2017 Summary of Products FL# Model,Number or Name Description 6416.1 ClearGuard HVHZ Panels ClearGuard Polycarbonate Storm Panels(HVHZ Product) Limits of Use Installation Instructions Approved for use in HVHZ:YesFL 6-)1{�_!�4 ]I Dv{g.L f Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See engineering drawings for design limitations FL 4JC R4 AE 04-009 FE FBC.adf (allowable spans,mounting conditions,anchor options,etc.) EI 6416 R4 AF 04-009 LE FBC-Ddf FI.6416 R4 AF Eval.pd FL641.6 R4 AE HTL Test 0239-0107-05.tx11' FL6416 R4 AF HTL Test Report 0239-0312-06.pdf F!-CxLG FL6416 Ra AE Test ignition Smak,- Burn.pdf FL6416 114 AE TPI-Q0S-b2-Q1.pdf Created by Independent Third Party:Yes Bocla Next Coolact cls::2601 Blair Stone Road,Tallahassee F1..32399 Phone:850.487-1824 The State of Florida is an AA/EEO employer.Coovrinht 2007-2013 State of Florida.::Privacy Statement::Accessibility Stalement::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 mail to this entity.Instead,contact the office by phone or by traditional mail.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: 1'_=11 � � ! cftts! Credit Card Safe https:Hfloridabuilding.org/pr/pi_app_dtl.aspx?paranl=wGEVXQAAtDgs7kTEgWajj2lU3fba9... 7/1/2019 \CENSE •.Rao,. .R. POLYCARBONATE STORM PANELS HVHZ GENERAL.NOTES: 2. • 2.SD---� ' .o' 1 50I 0.100- � + i2s � 1)TF115 SYSTEM HAS BEEN TESTED AND EVALl1ATED AS A LARGE TYP 0.100• MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH THE 1.00" I.00• •MTN o 3/8'M[p REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTH EDITION 2017) jj y, o .� PER TAS 201,202,&203 TEST PROTOCOLS.PANELS ARE APPROVED FOR �(R� tl"+ n 't,� �1'y 'E. 11•� I1�; ri •'o, �1�� USE THROUGHOUT THE STATE OF FLORIDA,INCLUDING WITHIN THE HIGHujLL ANs� VELOCITY HURRICANE ZONE(HVHZ)COMPRISED OF MIAMI-DADE& WLLLJJJJJJ X In BROWARD COUNTIES. -12'(MIN)TO 13"(MAX)PANEL COVERAGE--� 6 IR'F1A%COVERAGE-� 2)110 33-3/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN Z ¢ tl1j U••aai x ---1S 3/46'MAX TOTAL PANEL WIDTH 6 3/4'MAX TOTAL WIDTH MOUNT WITH THE DESIGN OF THIS PRODUCT. - - L7 Sy¢w ggtH u MOUNT WITH 3)POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE 0tm; FASTENERS ORSTUDSS g WITH THIS SYSTEM SHALL BEDETERMINED BYOTHERS.ONA W D�° w� FULL PANEL PROFILE HALF PANEL PROFILE JOB-SPECIFIC BASIS INACCORDANCE WITH THE GOVERNING CODE. 444WII7 0 1 3'-1'-0 (SEE GEN NOTE 6 OR STUDS AT 2 3'a 1'0 AT 6.112' SITE SPECIFIC PRESSURE REQUIREMENTS as DETERMINED 1N : u 13'O.C.MAX (SEE GEN NOTE 6) O.C.MAX �+LL- e ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE FLORIDA VI K d z d BUILDING CODE SHALL BE LESS THAN O0.EQUAL TO THE POSITIVE OR w NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY u w U STUD AND/OR LEG DIRECTION i-2.00D' O ASSEMBLY AS SHOWN. HAY 0E REVERSED 1 3.37S' - 4)DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM 0.313' 0563" _L0.500• ---"i 0.360' _ } 0.375'{-, }"{ 0.665- I 0.125' TESTED PRESSURES DMD®BY A I.5 SAFETY FACTOR {��' O 0 666' 0.185' ,r T-F:u } 0 275• 5)THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE i T T INFORMATION FOR A SPECIFIC SITE IF SITE CONDITIONS DEVIATE FROM ^y I 1 -1-6 o o „�,{Ln," N ��"` THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR 0.125" '$ n O'7Dy9p• 0.650"I 0.720 .o C CLOSURE REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO N g TYP o �C 0.09Z TYp j1 8E USED IN CONJUNCTION WITH THIS DOCUMENT. ' } t 1 0 095' ANGLE 6)THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND x yµ�. --- ry SUPERIMPOSED LOADS IS OUTSIDE THE SCOPE OF THIS CERTIFICATION y x�++ �-- BUILDOUT AND SHALL BE VERIFIED BY OTHERS. c o f7 1 1 1 t -t- 7)CLEAR POLYCARBONATE STORM PANELS(FULL,HALF,& r o ti G o REVERSE F TRACK L F TRACK o 1 DOUBLE-WIDE)MAY VARY IN-COVERAGE'WIDTH UP TOW",RESPECTIVE STUD ANGLE 'F' ANGLE 6-.1'-0' 6 6' 3'D v ! 0.096' - MAXIMA SHOWN HEREIN,PROVIDED THAT THE PANEL PROFILE HEIGHT BE m m 3 6"=V-0' 4 6.- 2.250' MAINTAINED. PANELS SHALL 8E MOUNTED WITH FASTENERS OR STUDS q a z0 1'-0- AT MAXIMUM SPACING SHOWN FOR EACH PROFILE. yy1��1 8)ALL POLYCARBONATE PANELS SHALL BE MANUFACTURED BY w i 0.099' TRANSPARENT PROTECTION SYSTEMS,Inc. o y�i •? 00.35' m 0.099'� I 9)THIS PRODUCT APPROVAL IS FOR THE USE OF CLEAR _ �~ ^ ^o I n POLYCARBONATE PANELS ONLY. ALL POLYCARBONATE PANELS SHALL BE nw u r C o f 2.000' .r EXTRUDED WITH THICKNESS t-0.100-(*0.010')AND SHALL BE E 3 0.067-- MANUFACTURED FROM 100%SYNTHETIC THERMOPLASTIC POLYMER RESIN WIDTH UNLIMITED c i t (UV STABILIZED). ANY PLASTIC MATERIAL TO BE USED IN THE HVHZ O TOP MOUNT MOUNTING - 10MIN * 0.116]' I MUST OEMOSTRATE COMPLIANCE WITH SECTION 2615 OF THE BUILDING ¢ 8 j CODE SPECIFIED ABOVE TYPICAL TENSILE STRENGTH FY-8.908 KSI, �y w S `(CONN AS REQ'D) SECTIONS OD.60" 0.375's FLEXURAL STRENGTH Fby-12.90 KSL&FLEXURAL MODULUS IS 328.7 KSI. 6 .--- _ 10)ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY,U.N.O. Y - -- KEYHOLE WASHERED 'H' HEADER ll)PANELS SMALL BE PERMANENTLY LA Bf3 ED WI7H A MINIMUM OF ONE 1 (p WASHER 9 WINGNUT_ lU LABEL PERPANELCONTAININGTHE FOLLOWING: C7 6"®1''D- TRANSPARENT PROTECTION SYSTEMS,INC. 6" 6"-1'-0" 633 DUNKSFERRY ROAD 3 S jT a- WIDTH UNLIMITED----+ BENSALEM,PA 19020 9 1,1.0 a a ll ASTM E330,E1886&E1996 -1e� z^ TOP MOUFIT MOUNTING PRODUCT APPROVAL NUMBER $ a• so J PLAN - i(CONN AS REQD) SEC ur 12) STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE �� i l VIEWS -.. 0 23" \ ` MAXIMUM SPANS AND CORRESPONDING LOADS SHOWN HEREIN. F9 / r \ REFERENCE OONSTRUCF70N TESTING CORPORATION(CTC OF MIAMI,FL) I d d I i i a 0.se^ TEST REPORTS 004.009•FE-FBC61PD4-009-LE-FBC,AS WELL AS g rn f•) f 1 HURRICANE TEST LAS(HTL OF RIVIERA BEACH,FL)TEST REPORTS *p €$ 00239.0107-05,90239-1013-07,&00239-0312-06. \, 13)TOP&BOTTOM MOUNTING SECTIONS MAY.BE INTERCHANGED AS $ Y Ii FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED VERTICALLY OR �+,10` } T ( HORIZONTALLY AS APPLICABLE. D i ( } 14)USE OF KEYHOLE WASHERS IS OPTIONAL IN CONIUNCTION WITH N _ (} £ ( ANY MOUNTING CONDITION. HOLES MAY BE FIELD DRILLED IN PANELS AT 03/8'(OR 05/8'WITH KEYHOLE WASHER)WITH ANY FASTENER TYPE motsnrtrtuKLG7/,NPOpvE im 111 WASHELED YTNGNUTS SHALL HAVE 0.865•MINIMUM WASHER DIAMETER- 15) IAMETER 15)ALL BOLTS&WASHERS SMALL BE ZINC COATED STEEL,GALVANIZED 14-1509 STEEL,OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH sutPs - __ �� ..�.- ....-L.....1,..... .. ..... OF 60KSl. v_A_G!A_L4aaPt'IOM; BOTTOM MOUNT + {'- -------.--- ` -NOTE:FOR ALTERNATE ARCM TOP INSTALLATIONS,THB TOP TRACK OR _ ER SHALL BE CUT INTO 'MINIMUM ADJACENT SEGMENTS.EACH (cDNNASREQ'D) z KEYHOLE DETAIL CO'rNMMOUNT U-HEAD6 AS -- SEGMENT SHALL HAVE ANCHORS SPACED PER THE ANCHOR SCHEDULE, 1 TYPICAL ELEVATION N.T.S. 3 ALT. ARCH TOP W�A MINIMUM OF(2)ANCHORS PER SEGMENT.ANCHORS SHALL DE a•y 1 ALT:FIELD DRILL 0318" * 1-1/2'MIN FROM ENDS OF EACH SEGMENT AND SPACED 3"MINIMUM FROM ^ N.T.S. MOUE OR 05/8'HOLED14CENT ANCHORS.FOR STUDDED TRACKS ONLY,THERE SHALL BE A [ILJIL 1 ( 1 N.T.S.NTMINIMUM OF(3)STUD PER SEGMENT FASTENED TO THE STORM PANEL 8 W/KEYHOLE WASHER) STUDS SHALL BE LOCATED 2'MINIMUM FROM ENDS OF EACH SEGMENT. } .{ K 6519MUPWO.P.E. 42.000'1 2.000'1 \•��'0E 250' -2.50'�J i�2.50'....y y 2.50'-1 1 I 1 I 1 I . E .moi-+ 1.00• _ 1.00• 'Y1~ 0.100• 0000 GZ;10 ;70 o orb t �1.1 1h� ?`P0.\ t 1_� /.y� �`o.\ 11,Y ry� ��. f1.1-/.yy� ��0. 11•I 1.199' '' 4c - `_�� Y �`C ?' � �/ �,�t •Y II..,� f i_-}1.003' 24'(MIN)TO 26'(MAXj PANEL COVERAGE T ----- -12.000•-----� O-••.. ZP Of Z o c u '• W m t A FLO"? �1"CLEARMAXT"1" DOUBLE-WIDE PANEL PROFILE MDUNrwml ALT. FULL PANEL PROFILE FUT""'ENE� ' U7 `'''J` " W. 11 FASTENERS 1'Z OA SNDS AT //I 11111 A w ONS a 3'=1'-0• (SEE GEN NOTE 6) OR STUDS UDSAX N.T.S. (SEE GEN NOTE 6) 13'O:C MAX Z� y�¢c m x'i 13" Eq QW' HH W Ou9 aa�m 0, Wu 3'a aW u P in, b_ ow MO 1/4-20 MACHINE 1 SCREW SND X (0.6Z5' 0.093^ 314.0 6'O.0 ND SD 3/d^ �i/UTrp. .. 3.000'MAX --.-.} 0500- I ®6'O.0 w N c ..i ZS', I I 0.280'10.720• L I o $� odaNO ry 1t-0.145' TY 0.387' -'-'Z.000'--+ •j--i-c-____d-� P ,l�•} __ 4_2.000'--f Ie s vi 6 'o v ALTERNATE ALTERNATE 13B.O. 'F'TRACK 14 STUD ANGLE 15 STUDDED ANGLE S# gq 6^-1'0" -0• 0�O 400 V }-2. { 2.741•--- 0.099' I 2.250'- 0 0.094' .059' 0.094' 0.843''f- 6 0.094• .189'� 9�m �o z etl i 18 CLAMSHELL COVER I N.TS. 6063-T6 d JI 1. 2.735• A . 2.125' 2.000' 0.375' 0,0 4 S 14'-- 2.554'- 9��•�� 09.20 ®9 ALTERNATE r^- �o c 4I s 16 U-HEADER 17 U-HEADER n CLAMSHELL TRACK � . R N.T.S. 6063-T6 6063-T6 17rtinu�L�auanPE N.T.S. 6063-T6 14-1509 `111111111 JJJJ' EXISTING HOST C01414 TYPE Cl: EXISTING HOST STRUCTURE EXISTING HOST STRUCTURE Xf�•°•L• STRUCTURE DIRECT MOUNT ! •BEND PANEL AROUND 9 i� W/REMOVABLE CONN TYPE Cl: I•_�NN_rn-E�: �j/ / CORNER 6 STITCH TO _ `- ANCHOR PER _ ANCHOR PER ANCHOR PERANCHOR SCHED �/f\�`�q�y ADJACENT PANEL WITH ANCHOR SCHED ANCHOR SCHED \,G C !1/a-20 BOLTS 13 EMBED EMBED 014 SMS OR q,/ :Q�: �l �f�i / �i 1 2"MAX EMBED d AT AT 24"OED 1(Y.IryNPG11UT5 _LL: p10 N / 3116'POP ie v rn i' 1 2 W 1- 1 13•D.CRIVETS M lit ME 11 12 z 2S -- ASTEN PANELS TO EXISTING HOSTHTO STRUCTURSTUDDEDA GLE VAR A STRUCTURE L- To sTUDDED ANGLE LEG O✓OR EXISTING 6 1/4.20 vi� 7 3x 3/4' �'� 1/4-20 x 3/4" W (TOP&BOTTOM)ATSTUD DIR GLAZING v,STUDS CORRUGATION VALLEY //1 `5 GLASS SEPAR MAY BE to AT 13" °C SNDS AT 13" 111 N _ PER SCHED REVERSED CLOSEST TO CORNER i •- FOR INTER }GLASS SEPAR O.C. .O.C.MAT( rn W O S I PER SCHED ' (EACH SHOE)•-•''� Zry• w>U w MOUNT MAX E GLASS SEPARAITON .L EXISTING 1/4-20 0.. -- PER SCHEDULE �` 1 2 - o a m GLAZING x 3/4' z 4' 11 3 L 3 AT13'x *� G�NG s CORNER CLOSURE w ��g�-v; O.c 3 N.T.S. PLAN VIEW W - CONN TYPE C5: a 7r LL°.,.• i; p d MAX ANCHOR PER --p•- 5 13 n IB W 1/4• = ANCHOR SCHED cw I/4 W Gf / FMAX f W w0 � MAX E -+C =r__... ' /.I `EDGE 4pgY¢ A_NNNCHOR PER • EXISTING HOST STRUCTURE EMBED `CONN TYPE Cl: 2 8 HOST STRUCTURE ANCHOR SCHED ANCHOR PER 11 j ANCHOR SCHED W N w 1 MOUNTING SECTION 2 ANCHORS AT 12.0 O.C.FOR MOUNTING SECTION 1 3�MOUNTING SECTION 'EQ P.59psf OR LESS,OR AT 5.9"D.C. r -EQ n N 3'-1'•0' VERT SECTION 3 3•=V-D- VERT SECTION 3 3-=V-0" VERT SECTION FOR P-120psf OR LESS(USE ANY 1p� ANCHOR FROM ANCHOR SCHED) ��_, L"MAX GAP} -r LC L a BUILD-OUT CLOSURE $ 3 3"-1'-0• PLAN VIEW 1 2 1132 I 1 2 1112 I em g ! � EXISTING HOST STRUCTURE 1/4• l_` NOTE:DETAIL 9/3 MAY BE USED 2 CONN TYPE C2: MAX AS AN ALTERNATE TO CLOSURE 2 0 ANCHOR PER 1--r DETAILS 7/3 AND 6/3. --- u ANCHOR SCHED MAXIMUM PANEL fff '� EMBED _L u2'MA% EXISTING HOST MIN.PANEL OVER --PROJECTION 11 W O T MAX SPAN&PR[SSURE FOR STRUCTURE-- .Iq �p SPAN SCHEDULE SHALL BE I-STRL # f- THE PANEL PROJECTION - USE WITH•M'HEADER: POSITIVE CONN.) FROM THE EXISTING _.� 60'MAX AT 55.47psf 7 WALL MOUNT CLOSURE HOST STRUCTURE EXISTING HOST , °E -' GLAZING 1 2 3 3..1'•0" PLAN VIEW STRUCTURE gi ,11 12 xQ LOAD MAX 9 PANEL OVERLAP GLA55 SEPAR'. n° (Psf) SPAN(R) i PER-SCHED I/4-20 N.T.S. PLAN VIEW LEG 81/OR STUD DIR 3/4• u= EXISTING NISI 225 6'-5" 3 HAY BE REVERSED'� STUDS a STRUCTURE,TYP 330 6'-2" FOR INTER AT 13• MA%GAP 1211 2 1 T -=32 61-1"- MAXIMUM SPAN MOUNT�s I 3 MAX a WTO S"—} �� NpX�I / =3s s-u" SCHEDULE NOTES: � a 6 =4S Y-r• Ix k CONN TYPE C4: —Tim 350 5'-S' 1. SPANS SHOWN IN'MAX PANEL SPAN SCHEDULE'ABOVE ARE MAXIMUM MHz �§z o• ANCHOR PER {.1/4' x55 S'•3'• ALLOWABLE SPANS AT EACH RESPECTIVE DESIGN PRESSURE. aU�lmrtpuxLLmluAwrL HOST m ANCHOR�� _ _ 71ROR, MAX =60 51-2" 2.THIS SCHEDULE MAY B£USED TO DETERMINE MAXIMUM ALLOWABLE HOST S EDGE s65 5'-1" SPANS FOR PANELS INSTALLED USING ANY COMBINATION OF MOUNTING 14-1509 EXTRUSIONS INVOLVING A POSITIVE CONNECTION-i.e.ALL INSTALLATIONS y OLST AT 12.0"O.C.FOR P-S9psf OR LESS, s70 5•-0" �+�� Y 1- WHICH DO NOT INCLUDE AN•M"OR"U"HEADER. PAGE M o OR AT 5.9.O.G FOR P=120pif OR LESS(USE 375 4•-10" 3.WHERE THE"H•HEADER 15 USED,THE MAXIMUM ALLOWABLE SPAN IS — .PTI ANY ANCHOR FROM ANCHOR SCHED) #80 4'-9" V-0"(60")AND THE MAXIMUM ALLOWABLE PRESSURE IS 55.47psf. ��MOUNTING SECTION rB�TRAP MOUNT CLOSURE LID 4'•7" 4. WHERE•U"HXIMUMIS ALLOED,THERESSURHS+78/-BLESPAN354'-4 d5 :LIDO 4'd" (52')AND THE VE 15 VA ALLOWABLE PRESSURE 1S+781.80 PSL. ¢Q 3 3"a 1'-0" VERT SECTION 3 3•m 1'-0• PLAN VIEW _*110_ 3'-f 1' S.TABLE ABOVE IS VALID FOR PANELS NOUtIiL-D HORIZONTALLY OR *120 Pl VERTICALLY.SPAN DIRECTION IS ALWAYS PERPENDICULAR TO LINE OF ANCHORAGE- ``11111111111!!! ,., cs1 _ __O ALUMINUM OR GALVANIZED STEEL SPACER: DIRECTION MAYNBE w • REQUIRED ONLY FOR EIFS,ICF,OR REVERSED FOR _GLASS SEP. -� .+x GLASS SEP. OTHER MALLEABLE FINISHES. ,t1 INTERIOR MOUNT .PER SCHED 3/4-20 x N PER SCHED I OPTIONAL FOR STUCCO,BRICK,OR !�Q-•'•..FLa 4 _3STUDS �+ = OTHER RIGID FINISHES. OPTIONAL METAL BObirwssIO 'I�yl"ij[•� a EXISTING 1/4.20 c WASHER MAY BE USED� w m i EXISTING^� AT 6' =e. GLAZING x 3/4" an w THE INNERSIDE OF THE !!1 I I I1 GLAZING O.C.MAX 14 STUDS d x PANEL. W 1415 AT 6' uwi W Is oN=«�Oai 1 1 e o MAXp� MAX �g5 t� EMBED UL q Q:1a." W EMBED W s 1OST 0$ y� STRUCF m i EDG CONN TYPE C5: NAX 4 ` ( 0 t!_! a w ANCHOR PER _rt V�+Ljzoi y, ANCHOR SCHED CONN TYPE Cl: / — -- ANCHOR CHORS PER Nu ANCHOR PER w (SCHEDULE `e HOcc ST STRUCTURE ANCHOR SCHED m -00 o+ .• MOUNTING SECTION i MOUNTING SECTION EXISTING wo _ 4 3'a Y-O' VERT SECTION 4 3'-1'-0' VERT SECTION STRUCTURE A s� i Za g - EXISTING EXTERIOR ^ �w'� EXISTING HOST STRUCTURE WALL FINISH(STUCCO,` II BRICK,ICF,EIFS,ETC) o D •• 1e S N�6 0- ---ANY ANCHOR FROM ANCHOR g - CONN TYPE Cl: SCHEDULE.ANCHORS EXISTING HOST AN(}10R PER F]NSTING-�.� ''gq a m f{ SPACED 0 6'O.0 MAX. STRU RE ANCHOR SCHED SING GLASS SEPARATION r �a EQ. uS r Z 3 / \ � PER SCHEDULE n. S — �! -. C e :5- .�,Ig®_ NOTE:SMUTTE(t SYSTEM MAY BE ANCHORED THROUGH SM. Qa 3 ~ = EXTERIOR WALL FINISH TO HOST STRUCTURE WITH a N< f' 16 17 a f ANY MOUNTING CONDITION SHOWN HEREIN, o O GIZING , i 0 11 1 O O HINIMUH LLL___...:::___ �^aa 19 1/4-20 g� MOUNTING SECTION THRU € S!°PARREQ•D� i GLAZING maps a EXTERIOR WALL FINISH Yn NOTE:MAXIMUM SPAN MID PRESSURE FOR l� AT 6• � �sl(BRICK, ICF, EIFS, ETC.) GLASS SEPAR �t USE W[TN'U HEADERS;52'MAX PANEL �' PER SCHED MAX [SPAN,+7B/-BD PSF MAX DESIGN PRESSURE, MAX J1,, 4 N.T.S. VERT SECTION MOUNTING SECTION ®MOUNTING SECTION 4 N.T.S. VERT SECTION 4 N.T.S. VERT SECTION p did f24 6 e CWO]6RlRVXLIDNNUODVE 14-1509 SAGE D6DN: V H 6- ``Iy1D�I�N±lII/r' RP ANCHOR SCHEDULE z:'ti��. E .. 2'MIN EDGE DISTANCE Op G ANCHOR LOAD rs P o4 pans p 4 pant p a =( I•IOQE. f J- (Psn CONN TYPE CONN TYPE CONNTTPE MINIMUM GLASS -u.; _ Cl C2 C3 I1 C4 I C5 Cl C2 3. C4 I CS Cl C2. C3 Ca CS SEPARATION SCHEDULE - A4'EICOLRTAAC 1-OR 314* Y 47 13,0^13,0"13.0"110'13,0`13A`17,0.13,0'13.0113.0'13.4"13.4"13.0 13:0-73.D" GLASS SEPARATION:,,.•o SZ" .mac ATI TAPCON WITH i-7JA' 47 13,0'13.p'13.0"13.d'13,0"13,0"13.0"13.0^13.0^13,0"13.0.10.9"13.0 13,0^13.0" MINIMUM SCHEDULE NOTES; EM ED 3 FLO O 9 ORO PSI MIN L'ONC} 53 33.0'13.0'11.0"13.0^13.0'33.0"13.4"13,0'l3.0"13.0"73.0"4,6" 7.5' 13.0"13.0" •, w� r.. 65 13,0'13,0"13.0"13,0"13.0^13.0" 9.8" 7,6" 13.0"13.0"13,0" 7.8- 6.1" 13,0" 8.4" SEPARATION MINIMUM 120 14V 7.9" 6,2" 13.0" &5"- 5.4" 5.3" 4.1' 5.1" 5.7•• 43" 4.2" 3.3" 4.1" 4.S' POSITIVE SPAN AT OR BELOW SEPARATION 1. GLASS SEPARATION SCHEDULE rJJry SSj10 D s� LOAD LESS 30'ABOVE AT ELEV>30' PROVIDES MINIMUM SEPARATION S7 Ti ui g 114'ELCO PANf1NATE WITH 42 23,0^13.0".13,0"13,0"23.0"13.0"13.0't3.0"13,0"13.0"f9A"13.0"i3.0'.'i7.8"13.0" (Ps/) THAN GRADE ABOVE GRADE DISTANCE REQUIRED BETWEEN '�,ytN w 1.3/4•MIN EMBED(33SQ PSI 47 13.0'1340.13.0"13.0"13-V 13.4"13.0"13.0"13.0"13.0'13.0'18.0"13.0•'13.0"19.0" EXTERIOR FACE OF GLAZING(DR G w MIN CONC) 53 13.0'13.0'13,0.33.01,33,0^13.0`13A"13.0"337.0"33.0"13.0"12.2" 9.6" 13:0"13.0" 4'-8" 4.23" 1.37" _ U.. �u * OTHER PRODUCT BEING PROTECTED) >Q C6�1 65 13.0'13,p^-13.0"13.D"13.0"13.0'12.5" 9.7" 13.0'13.0"13.0"10.0" 7.8" 17.0"10.6" 32 4•-4" 4.23" 1.73•' ��1ryi 4 a� AND INTERIOR FACE OF INSTALLED 4 - n 120 3.3.0'id.1" 7.9" 73.0"10.01,"6.9 6.8 5,3" 6,5' 72• S5" S.4' 4.2^ S.2" 5.9' O g 6'-i" # 535" 3.40^ STORM PANEL Z at, $ WITH ALLPOINTS SOLID-SET 42 13,D"13,0'13.0'13.0'13.0"13.0"13,0".13.0"13.0-113.0"13.0"13.0"13.0"13.0"113.V a ki 4'•D" a23" 1,a6^ 2 SEPARATION DISTANCE PER THIS N y VJtTN 7f8-MIN tTieED(300 47 13.0'13.0.13.0.13A"13.W 13.0"il•0'13.0"13.0^13.0"13,0"10.9"13.0"13.0"13.0^ w� ��•'w o= PSI MIN CONC) 53 13.0"13,0"]3.0"IS.Q"13.0"17.0"13.0"13.0"23.0"13.0"i3.0' 9,6" 7,5" 13.0"13,0' 40 s'-9^ 4.23" t.9Y' SCHEDULE IS REQUIRED FOR USEL v WITH POSITIVE LOADS ONLY. �[ 65 13.0'13,0^13.4"110.13,0"110" 9.8" 7.7' I7.0"37.0"13.0" 7,9" 6,7" 13.0" 9.8" 111" 5.35" _1D0^ 3. SEPARATION FROM GLASS IS wo LU 120 13.0' &0^ 6.2" 13.8" 9.9" 5.4" S,3" 4.1' 50" &6" 4,3" 4.3" 3.3" 4,7•' S.3" W.W. 4.21" L5Y' REQUIRED ONLY 3YHEN INSTALLED V 1/4.70 POWERS CALXAN WITH 42 13.0"13.0'13,0"13,0.13.0'13.01,13.0"13,0"11.0•'13.0^13.0"13.0-13,0"13.0"13,0" 4S 4--9'" 4.23" 2,03" WITHIN THE HIGH VELOCITY LS 7f8'MIN EMBED(3004 PSD MIN 47 13.0"73.0"53.0'i3A^13.0"13A"13.0"13.0"13.0"13.0't3.0" &9" 13,0'53.8"7i.9" HURRICANE ZONE,ASTM WIND ZONE 5'-7' 535^ 3.00' CONC) 53 13.0.11.tl"13,p"13.0"13,0"t3.0'13.6"13.0"13.0"13.0'11.0" 6.1" 4.T 14.4"10.4^ 4 AND ESSENTIAL FACILITIES. 65 33.0'i3A"13.0'"13.0'"i7,0"23.0" 5.Y• a,8" 10.6"34.6"i3A' S.0" 3.4" 9,5" a,9•• P-0'" 423"� 1.58" •- 120 13.01, 5.0' 3.9" 8.6" 5.0" 3.4" 3.4" NIA 3,0" 3.3" 1V/A N/A NIA N/A WA 50 a•-9^ 423" XA4" 5.35" 2'MIN EDGE DISTANCE i 11-0" f 4.23' 1.69" ANCHOR LOAD Pans UD o a pare up o - PanS P o 60 ' 4'-9" 4.21" 2,37" ( CONN TYPE CONN TYPE CONN TYPE S'-3" 5.35" 1 3.tip" m g Sf) Cl C2 C3 C4 C5 Cl CX C3 C4 CS Cl C2 C3 C4 CS ~�4'-0" 423" 1.81" O ti IM, EI.CO ULTRACON WITH 42 13.4"i3.6^i3.0"23.0^13.0'13.0"13.0"33.4^13,0"13.D"13.7"30.7"t8.7"31.X"11.2^ 7d 4'-9' 4.23" 7.60" ... 1.1/4'EeIRED 47 13.0"13.01,13.0"13.0"13&'11,9"11.9"11.9"12.5"11.S" 9,5•' 3.6' 9.5" 10.0"10.0" iC Z 53 13,4"23.0 23.0"13.0"13.0"10,6'10.6'10.6" 8.S" 3.2' NI8.9" &9" A 5'-0" 5,35' S.OD' 0 65 12.9"12.91 MAI 13.0"13.0" 8.5" 32" A 9,0•'1 9.0" 6,9" N/A 7.2^ 3.3" 12A T-8" 4.23" 1'97' OD 42 120 7.0' A NWA 7.3' 33" WA- n!A A WA NIA WA N/A N!A A 44 y 114'ELCO pANEL2I+LTE W17H a2 13,0"13.0"13,0"13.0"13.0"13.0"13.0"iJA"13.p"17.0"13A'130"13.0"13.0"13.0' �� Za'.o Y 1-1/4'MINEMOED 47 33.0"13.0"13A^13.0"13,0"130.13.0"13.0"13.0"13"0^13A" 7.2" 13.0"13.0-13.0- ANCHOR NOTES: =r«, j 53 23A"73.0'i3A"13.0"33.0"13.0"23.0"13.0"13.0"13.0"13.0" 4.3"-a•9'• 13.8"13.0" m g K tj * 65 13.0"13.0"13.p'•13.0"13.0"13.0^ 6.5' $0" 13.0"13.0"13A" 52" 4,0" 12.4" 6.1" I. FOR ALL CONCRETE ANCHORS,UTILIZE EITHER 114"INJ ATT TAPCONS OR rhq Q3 120 73.0 5.3" 4.3" 12.6" 6.2" 3,4" 3.S" HfA 3.7" 4.1" A A A NIA 3,3" 1/4'ELCO ULTRACONS AS SPECIFIED IN THE ANCHOR SCHEDULES. pW 114.20 ALL POINTS SOUP-SET a2 13A"13.0"13.0"13,0"134'•13.0"13.0"13.0"13,0"13.0"13,0"13.0'13.0"13.0"13.0" 2• "ELCO PANELMATF ANCHORS MAY BE MALE,FEMALE,OR PANELMATE 47 p S WITH 718'MIN EMDED 47 73.0"73.4"23.0"23.0'13,0"13.0"13.0^13,0.53,0"13.0"27.0" 7.T' 23.0'13.0"13.4" PLUS,AS ILLUSTRATED HEREIN. HEAD STYLE MAY BE STD 13/32'OR 53 11.0^i3A'13.0"37,11^130^33.0" 13,0"13.0'13,0" 6.4" 510".22.0"12.0" WASHERt:O SIS'HDt HEAD. t� s 3. ENSURE MINIMUM 2'EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE _ 6S 13.01,13.0"13.0"73.0"23:0 13.4. 6,6" 5.3" 12.3"12,3"13.0". S.2" 4,t" 9A` 5.4" TO HOLLOW BLOCK.ENSURE 3/4'EDGE DISTANCE FOR ALL ANCHORS TO 3.6" N/A 3.3 3.7" NlA NJA NjR NIA NWA WOOD. 4. MINIMUM EMBEDMENT SMALL BE AS NOTED IN ANCHOR SCHEDULE. p 314•MIN EDGE DISTANCE MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO,FOAM, Pi To 4. -""'-3Pa�p-4p 6- Pani UP To - MUCK,AND OTHER WALL FINISHES. o ANCHOR CRAB CONN TYPE CONN TYPE CONN TYPE S. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO (per CI C2 C3 C4 CS C! C2 G3 C4 CS CS C2• C3 C4 _CS UN-CRAKCEO CONCRETE ONLY.INSTALL ALL CONCRETE ANCHORS PER I 6 aBTj� 3/4'TAPCON(EtOD OR TTVJ) 42 53,0'13.t,33.0'23.0'23, 23.0'13.0"73.0"Ik.6"21.5"53,0"i3,o"33.0" 9.3" 9.3 NUFACTURE'S RECOMMENDATIONS. Ng q a1 �y a3 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS OR-#L4 W000 SCREW W/ 47 IIA"13,0"13.b°13.0"13,0 13,0"i3A"13.0"10.4"10.4"ISO"-7.7" tlo` B,3" &3" MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD 1"112'EMBED 53 230't3Jr 13.0"13.0"13.0'13.0"13.0^134" 9.2" 92" 13.0' 6.0' 5.3" 7.4"17.4" 65 134^13.0"13.0"11.3^1i.3"13.0" 6,9" S.4" l.S 7"5" 13,0" S.S' A3" 5.0 4.1^ FRAMING MEMBERS,NOT INTO PLYWOOD. _d d it`w_r"¢Y 7. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,ANCHOR Y fl 170 134' 5.6" 4.4" 6.1^ 4.2" 3A" 3A' 1.4•' 2.6^ 2,0" 3.1" 3.0" 23" 2,1" 2.2^ SHALL BE LOCATED IN CENTER OF NOMINAL 2x4(MIN)WOOD STUD(i.e. 1/4'ELCD PANELMATE 42 13.0"23.0^13.8."13.0'13.0'13,0"13.0"13:0"13.0^13.0'13.0"13A"13.0"13.0`111V 314'EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS T'0 WOOD FRAMING). 1-7/w = MI N EMALE,OR PWS)W! 47 13.4'13.0'13.0'13.0.13.0"13.0"13,0".13.0"13.D"130•'13.0"13,0^13.0"13.0^13.0' WOOD STUD SHALL BE"SOUTHERN PINE'G=0.55 OR GREATER DENSITY. fly i-718' EMBED53 13,6'110'13.0"13.0'13.0'13.0"13.0"13.0'13.0"13:0"13.0"1330'11.6"13,0"13.0 B. ANCHOR SCHEDULE APPLIES FOR ALL PRODUCTS CERTIPWO HEREIN,BUT lTc _ 65 13.01,13,0^13.0'•13,0 13,0"i9A"13.0"11.8"13.0^13.0"13,0"12.1" 9.4" 13.0" 9.4" ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING.MAXIMUM I v B Rf > d 120 13.0'12-31, 9,6" 13,0' 9.6^ 6.3' 8,2" 6.4" 5.9• 6A" 6.7" 6.5" 5.1" C7" S.t" ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE a i[ 7/16'WOOD BUSHING W/7/B" 42 13,0'13.0^13.0"23.0'33.0"13.0"13.0"13.0"13,0"13.0"13.0'13.0"13.0"13.0"13,0" SHALL APPLY, •' MIN EMBED 51/4.20 SS• 47 13.0"13,0'23.0"13.0"13.0"13.0"13.0^13,0"13.0'13.0"130" S.4' 13.0"13.0"13.0" 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 112"ENGAGEMENT OP 11zY9ODTR4gL1E3aW4pPE g MACTOnE SCREW 7FIItEAD 53 13,0"13.0"13,0'130"13.0'13.0"13.0"23.0"13.0"13.0'137 S.2"77 13A"53.0^ THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS 14-2509 ; .� PENETR 65 13.01,13.p"l3.0^13.0"13.0"13.0" 5.3" 4.1" 13.0^13,0"12:4" 4.2" 3.3" 11:4" 5.3- H OR WAFER HEAD(-SIDEWALK BOLT')U.N.O. erwtte - a»p 120 11.6" Lf 3.4^ 31,6" 5.4" 29" 7.9" 2.2" 3.2" 316'I.Y. 2.7" N/A -2S" 2,9" 10. >jc DESIGNATES REMOVABLE ANCHORS-PANELS SHALL BE MOUNTED Pym 114"LAG SCREW WITH 2.3132' 42 13,0"134"13,0'13,0"73.0'13.0"ISO"13.0"12.1"12.1"13.0"13.0"13.0" 9 7" 9 7" OTRECTLY TO THE HOST STRUCTURE.ONLY WITH THESE ANCHORS, MIN THREADPENETR LOCATED AT KEYHOLES AND LESS THAN OR EQUAL TO ALLOWABLE 47 23,0"13.0'53.0"53.0"i3.0_'13.0"13.0"13.0"10.6"10.8"13.0'9.9" 13,0" &6" &6" SPACING SHOWN IN ANCHOR SCHEDULE. 53 17,0'13,0"13.0"13.0"13,0 13.0"13,0`13.0" 9.6" 9.4" 13.D" 8.8 6.9 7.7" 7.7" 11.'N/A'DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE �.Ay 65 13,0^23A"13.01,12.1"12.7"53.0" 9,ff 7.0' 7.8" 7.8" f3.Q" 72" 5.5" 6.3^ 4.S' FOR USE. P 120 1310" 7,3" S.T 6A" 9.6" 5.0' 4,9^ 3.8•' 2.9" 3.1"14.0^ 3.9" 3.0"(23'1 2.5"