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HomeMy WebLinkAboutProduct Approval # Jill # ,i UI SCIS F rtr_ s 'sy In 'Llser Reai:traiFz—n s llo:To;sc Submit 5urcrarge j Sats SL Fits Pc^.licatio^s FBC!'--.a+'f SCIS Site Map Orks��5 Flo r� f �* Product Approval ,d .`j} t p USER: Pea'.li►L�-r_r "% r T:�: , Pr c-du_t AzZroval Me.-u > Pro=_•d A=Pliza-:icr Searci) >Application List 1 Search CriteriaRaT1nFaarch Code Version 2017 FL= 389 Application Type oduct Manufacturer e Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity 'Contract Expired ALL Product Model, Plumber or game ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL �- i Other ALL Search.Results "'A` plications F, #. T P Manufactureryalidated.EV, Status Fl-389-R9 Revision American Shutter Systems Association, Inc. Solan Henry Karnpmann Jr. Approved Category: Shutters (941) 922-3854 Subcategory: Accordion ^1.Pfi Vold l y :•SPft .�pprcvals Y shall be e.icrrd an i ratified ty the POC and or ie G_Mmissior,it necessa�t- Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. 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NOTES: 1.BERDIA H.V.ACCOW04 SHUTTER SYSTEM SHOWN CN THIS PRODUCT EWIUATION COCOMENT(P.E.CL)) HAS BEEN VENIFIEO FOR COMPUA4CL" !N ACCORDANCE WIT4 THE 2717 (61h EDIPON)CF TIIE FLOMaA _ BUILDING CODE.THIS ACCORDION SHUTTER S'SfEM SHPLL NOT BE INSTALLED AT HIGH VELOCITY FURRICJNE ZONES, I)EBEJIN,fALLED WITHWIND SAE14ALL RE DETI-RU'NEC AS PER DIRECTICFJAUTY FACTOR Kd=0.85.USING,ASCE AIs=or T10 HE AND SHALL NOT EXCEED -HE MAX�IM�UM(ANS.D.)DESGN PRESSURE RATINGGSSSDICTION INDICATEDW�o ..NUTTER W'Ll. TABLE OF CONTENTS ON SHEETS 11 THRU 15, ISI A 20. IN ORDER 7U VERIFY THE AB3VE COND.TION. ULTIMATE DESIGN VA47 LCADS OLTEP.MINED PER ASCE 1-10 SHALL 8? FIRST REOU.-D TO A.S.D.DESIGN WIND LOADS AREA 1 HV BLADES'5) & i BY MtA.71PLYI4G hF_M BY 0.6 N CROER TO COMPARE INESE W/MAX. (AS.D)DESIGN PRESSURE PLATINGS:NpICA7E0 ON SHEETS 11 THRU 15, 19 &20. GENERAL NOTES SHEET 1 W ORDER TO VERIFY TIIAT COMPCNENTS AND ANCHORS ON THIS P.E.D..AS TESTED,WERE NCT OVER STRESSEC,A 33 S INCREASE M ALLOWABLE.'TRESS FOR RAND LOADS WAS=USCD IN TPEIR SYSTEM COMPONLNTS 1-20 SHEET 2 ANALYSIS f10We&R.A WINO OURAIIU4 I'XIOR^D�IXO WAS USED FCR VERIFICATION QF FASTENERS IN WOOD. I SYSTEM COMPONENTS 21-37 SHEET 3 BERIHA H.V.ACCORDION S4UTTER SYS'CM'S ADECUM:Y FOR WI4D ANO LARO=MISSILE III-ACI LOAD NAS BEEN'VERIFIED IN ACCORDANCE WITH SECNON 1609.1.2 U?THE ABOVE MENTION:D COX AS E'ERI TYPICAL SHUTTER ASSEMBLY 36-44 FAIE0 4 ATL REPORTS: TYPICAL WNGUW ELAl1E &WINDOW DETNL -HV 9LADE0' #0214.01-03. 00715.01 03, (:1004.01-05, fIT214.O1-05. JC317.02-08,#0609.01-10 AND y0210.01-11 AS PER TIS-201, TAS-202 AND TAS-203 IMOTOCO'S AND ASTM E=1885 I AREA 2 HV BLADE In AND HV WINDOW BLADE C14 AND E-1996 STANDARDS (MISSILE LEVEL D.WIND ZONES 1.2&3)&L71720.0)"-10 AS PER TAS 20%703&703 PROTCCCLS(ARGE MISSILE ,(WHERE APPLIGABLE), -HV WINDOW BLACE b. #0505.01-08 AS PER ASTM E-1886 AND£-1996(MISSILE I FV£L 0.WNL 70NM 1. 2, 3) DASIC NZOTECTION 014LY AND p 0725.01-88 AS PER TAS 202 PROTOCOL TYP4AI. SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLA4ON CETAILS A-F, CONCRETE/BLOCK SHEEP 6 2.HV GLADE U AND FN WNDOW BLADE ® ARE ENGINEERED TO WONK IN UN ISOtl WTH EACH OTHER UNDER THE GENERAL UMITATIONS AND CONOfTCNS OF USE INDICAT_V ON SHEET 19 INSTALLApON OL7NILS G-M. CONCRLrVBLDCK SHEET 7 3.FTRTHA H.V.ACCORDION FINS(HV SCREWS),USED AT BLADES KNUCKLE ANC FOR DIRECT MOUNT CONNFCTION 10 TRACKS SHALT,BE 01492,75'ANC 614X1.75"RESFECTNELY.410-IIT MINIMUM SERIES CENTERMAIE DETAILS FIV SHEET h ST&NLISS STEEL SCREWS WTN $ 5.3 W YIELD STRENGTH AND ISO"TENSILE STRENGTH.PROS S114LL BE COATED WITH BERTHA hV DACROSHIEID CCA71NG SYSTEM AS MMIUFACTIJRED DY APFRGWED CENTERMATE ALTERNATING DETAIL,HV SHEEP 5 COATING PF•PLICA7ORS, RECD`LEREO WTH A'.1ERICAN SI:UTT"ER S`S'TENS ASSU:IXi-ION. P.NS MUST BEAR THE fN MARKINO ON IHEJR HEAD. in 4.ALL N.UMMUM EXTRUEICRS SHALL BE ALUMINUM ASEOCWTIQN ALLOY AND TEVPFR AS 14DIG'4TTG ON SHEE,*S 2 AND J. MINLVUM YIELD SIRJ:NGTH FCR 6063-T6 ALLOY IS 3DO kti AND 35.7 kei FOR ENO CONNECTION DE-TAILS 1-6, CONf7t Ir_JITLOCI: SHEET A4CH it 600.5-T5 ALLAY. JU SPAN TABLE ES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SIS 112 5-ALL SCREW'S TU BE STAINLESS STEEL 304 OR 316 AIS.SERIES OR CORROSION RESISTANT COALED CARECH STEEL AS PER ON SDOLB PATH SO k,i MIN.YIELD STRr.%G 1 A4J 90 1i!MIN. TENSILE STRENGTH. ANCHOR SCfICDULE- CONCRETE& BLOCK Si1E*_T 13 AND SHALL COMPLY W/FICPJDA.aJ'LDNG CODE SECTION 2411.334. ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 11 6. BOLTS TO BE ASTM A-307 GALVANIZED STEE'_.CR MSI 304 CR 316 SERIES STAINLESS STEEL WITH 3S kol MIRIMUM YIELD SIRENCAH. A14CHOR SCHEDULE- WOOD SHEET 15 7, SEE$1E FOLLOWING SHrEFS FOR ANCHOR SPECIFICATIONS:HV GLADE OO : 12.13,14,1)ANC 70 ;NSTALLATION DETAILS M-R. WOOD SHEET 16 HV ITtADE D&a '14RIQNG IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X. WCOD SHE-F.1 17 8. rfdS BERTKA H.V. ACCOPJ'ON SHUTTERS*MEM SEXRS A U.S.PATENT#6770.L62.COMPONE41S CF THIS APPROVAL A'REOVE CREND. IN WHOLE OR PART BY U.S.PATENT#5'498.1?9 IS-5EASTERN_C TO EASTERN ENC CONNECTION DF.TMLS 7-12 &N. W1:GD SKEET 18 METAL.SUPPLY,INC. AREA 3: W t1A� I 9. IT BLNIL BE THE RESPOINSIBIIJTY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS Or 11•:E STRUC7IIRE WHERE54U'REIi IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULI( HV WINDOBLADE ONLY ALL SHUTTER C.OMPCNENT EDGES WHICH REMAIN,T,fRU FASTENING IN CCNTIN'JOUS CONTACT MIH THE 13UILDING TO PREVENT WNOJPAW WR'JSION. .YP:CAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST BENT PCKMANENT LABEL IN A WS19LE PLACE WITH WATING NUPE: DURING PEEISODS OF FU'RRICANE WMRUINGL I'll NONE OWNER.TENANT, OR OTHERS,MLST PROPERLY CLOSE AAND h0 CENTEIRMATES ARD ENGAGE OR Lolls Al I.KV AIA FD LDCKS. ARFA 4• HV WINDOYJ BLADE CTI ONLY 11. £H'JTILR I1ANUFACTURF.R'S LABS!SHALL BE LOCATED ON A I:FADLY VISIBLE LOCATION AT ACCOROICN SHU11ER IN AG::ORDANrE WITH SECTION 1704.8.3 0'r FLORIDA BUILDING CCCF,.CNE LABEL SHALL DE INSTAIIATICN DETAILS. METH.STJO WALLS SHEET 20 PLACED FCR EVERY OPENING.LABELING TO CCMPLY WITH SLC"10N 1709.9.2 OF THE FLORICA BUILCINC CODE .. 12. BERTHA H.Y.ACCORDION SPUTTER SYSTEM'S INSTALLATION S!IALL COMPLY VV"SPECS NOK'ATED IN 711. IN 5 DRAWING PLUS ANY BUILDING AVID ZONING RECILATIONS PROVIIED BY THE JURISDICTION WHEOE FERMIT IS AFFLIED TO. 13. (P)THIS P.E.D.r'REPAREJ BY THIS ENG'NEER IS GENERIC MND DOES NOL FRCW'3`-IKFOR.IAT.ON FOR A.SITE SPECIFIC I MECT;%.e.WHERE THE SITE CO4D:TIOR6 DEVIATE FROM THE P.E.D. (h) CONTIIACTOR TC BE RI-SPONSIU'S FOR THE tFLECTRON.PURMIASE A14D INSTAJIA110N INCLUDING LIFE: SAFETY OF THIS PRODUCT. BASED ON M'S P.E.O.,PROVIDED IPE/SNE DOES NOT DEVIATE FNOM THIS DRAINING SHALL ONLY BE USED TO TME CONDIPONS DETAILED ON THIS COCUMFNf.CCNSTRUCTICN SAFETY A7 SUE NS THE CONTRACTOR'S RESFCNSIBILRY. OBTAIN PERMITS IN THE STATE OF rr"L.OP,;DA (c) THIS P.E.D.MLL BE CONSIDERED INVALID IF ALTrRED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL DE F-P PARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENG NEER OF RECORD(I:.GR.) FOR T'-M1 PROJECT ANG WHO YA'_L BE RESPONSIBLE FCR THE PROPER USE OF IRE P.E.C. ENGINEER OF RECORD.ACTING AS A CELEOATEO ENG.KEER 10 THE P.E.D.ENGINEER SHALL SU3NIT TO THE;LATTER THE SDE SPECIFIC DRAWINGS FOR RENEW. (n)ORIGINAL F.E.D.SHALL BEAR THE DATE A14U ORIGINAL SEAL AMC SIGtIATURL OF THE PROFLSSLCNM ENGINr1R OF RECORD THAT PREPARED I'. llillflA��yye FLORIDA BUILDING CODE(Nor, Nigh Velociiy Nwricane Zane, I1Lll�,`F. 71r�'Yn 02017 TLTL^0,INC. (D2017 EASTERN META SUPPLY, INC. BERTHA HV AAS Accordion Shutter System .S.S.A.. rLv. B.AGE li`I ay ITI2 YJ/0 KV.WN>xxv BLADE American Shutter ` eJrSexn,s5,hu,Se.. Systems V.H DEECRIPUON nATC m1hu RrELLLIT TESTING ENGINEERING COMPANY EI OLD 1S-05 /27/) DATE: . L 07 17A590Ci0tiOFInc. =.10 �.''. A -+� a�, HnP::(sns)z1l•1330.rE.:r n)671-1sTl 42ob YJe_:roads Drive z DFTII'WLNG No �. \ L,1 4- .1BLatetpo.Eom West Palm Reach, FT- 334C? 3 'a$p. ///n1p ,L . N 17-107 `0NA'L!� ILII' WALM A TIWT Jr.-.E. 4 iLOROA Lk.#44167 5 SHEE P.F._ SErtt�S;r9TaA`URt/D.ATE 6 1 OF 20 i i vrRIE9 pro FOR d,N:on b;rDc as 1.77Ry� ,avt'y �/�6�`\\\ $ '�' o•�°I• ,fir,-�__�� �,.,. �I RIOD3 Ir ^I I� � (�— ' I 1,3 ^� �� 5,HV 90' 180' STARTER 1+HV SOLID BLADE 3�HV UNIVERSAL FLOATER a7 - ( QUAUFlED'CR USF Yl/ CM�ERFD UNDER US nAleL 5458178 gl1AlIF1ED HV BLADE;? `41 DI EC O HV BLADEt� fN HV WINDOW BLADES 005-T3 ALLOY " 'ER QUALIFIED FOR USE HV 6063-T6 ALLOY AND TEMPER -SEE ATION4 OF UDE USE OF SLAM 0 H=£I STLOY AhD 50G3-T6 ALLOY AND TEMPER 'sl.I"' 3_7 3�226 _- G42' � p I.Sb n �� ( 1 V ADJ. ADAPTER WfUP `•43ri L .;20 T ZD7z_l._• JI s7R' w226— oUAL:FlED FOR USE WJ rry ;8;SIV WALK-OVER TRACK 1 8._ADE Q) J OUALIFI_D FOR U§E W/ M' 9�HV TRENCH TRAM �6 jHV ADJ. EQ 008 TRACK , .5 R BLADE X11 OIIALiFlED FOR USE 5Y/ Hv `���,------ QUALIFIED FOR USE 5Y/ 4V 6063-T6 ALLOY AIfO TEUPER BLACE(1)ONLY. }jV RAINGUARD EiLADE4 i 63-T6 ALLDY•aw .£R GVALIF:LD FOR U c V// HV -76 ALLOY AND iEVPER BLADEU1 1' 1.915 -__ I VARIES_ '93r' 0063•T6 ALLOY AND TEMPER ua : 7-- roesAGO _I gx� ��Da3 093 PI ,, O A Env. 57 6M 3.570• .6a6• i o � �1 1.39D• I ti__9929' -' 'i 2 HV HEADER/SILK _ I11 H_V�CEILING HEADER FlE / �3) HD CEILING HEAD S1� Ott.(Lwi D FOR US_ V// HV dL\DE1110NLY, OUAUFlE GOH-TGSALLOY AND 7EEIAP LY - QUAL,FlED FOR USE W/ HV BLAH:1 i {14�; ND WALL HEADER/SILL SEE SECTIONS FCR V'PLIDIT,j- SFC SECTIONS FOR `lALIDfiY. �"'� CUALIFlEC FC USE :I/ hV NO TEMPER 5053-T6 ALLOY AND TEMPER BLADE1Q QALY. CC63-TG ALLOY AND TE%IPLR •_moi TI COM-GHENT A 9 T, T2LlLij t MI1 V.X K Y MN.l 'z' 2' �a 125' `` s'V". ,/6' 1/6"L+ 3' s'.192' ' �0.192' (161 SIDE ANGLES - �— - (U CORNER POSTS ��,,,.�� ALUM INUMANGLES az as' 7•IAx. 0.,90' '0.190• pUA1.0ED FOR USE, %V/ HV AL ' I 'QU/V?)ED FOR US= V// HV FIADE'I) uUALIFlUSE Y:/ Hsi BLADE 606.5-T6 A..OY A [PEP. 6ONLY. •,S y 2' S'UAX.'u.139' j 0.131' 6063-T6 A''-LOY AND TEM?6R t AND TEMPER I i �ry a„y FLORIDA 1XILDIRG CO[)'-'(Non High Velocity Hur-lccne ZDnd `LII `'��i�tA.+c IiflT�r+� C701i TLTEC7.Dx. LG 2u'17 FASTEIRN 11EIAL SOF'T'LY, INC. ' %-,e......... V 6;..jspV F ERTT INV fTIL ECC �H�. ■S■S1.>A■ Accordion Shutter System 3 H.V. SIAM#1 W/CR W/0 H.Y. WINDOW EAE TILL IT TESTING & ENGINEERING CCMPANY Amerieon Shutter Systems —r Y EY,du CES:AeETIi1N DATE OM'MN BY: L.0 s Association. Inc. , OLD ,s-oss 27/1:cAM 07/27/17 •' 1�T� ' 1.135 11N.:5;t::S:,Ste..10.1.5TCMI14 CATIENS,11pRtA 33, 42613 Westnnds Drive z(s:e}97,-1991 _ - L•RAWNG No "{fit <�Rlna. 'SG t+fit r-mal9 nto:aa aom Vtest oc m Bench. FL `:540% a 17 7_,07 C06716 t/ `�.... �'�' tLl� C&KRE A.U. 4A167 lWAT u.P.E. 4 V 0IS{ I 1 FLORAA4 S 5 S'1LC� IWdLE/oar 6 2 of 2 IGD- ;Y u j Y - 3' ��'05' + NOTES ON HV LOCKS AND CENTERNI TES. °° N s T u 0 S3,'-$-qy' 1. MANDATORY CO.NDIiION ONE HV LOCK' cr SPALL 3C USED AT 2 OF SHUTTER SPAN FOR ANY SPAN t�1ary9'p5'a1T �9 / �' OR 12'ABONL OR(1i 1.OWJ 2 OF SHIFTTER SPAY FOR SPANS UP TO 105",AND FOR INSTAL TIONS�T ANY I ELEVATION. HV LOCK'qj or MAY BE USED AS AN INSIDE" CR of SiDE LDCK,ATTACHED TO 111 OR 1 CENTRMATS W/{2) 1/4'P-20 x 1/2' LONG FLAT HEAD S.S. M.S. LOChiIGN OF LCCK SHALL BE AS'E.�INDICATED ON _ TYPICAL SM1frE E�EV:?rOtJ. C5ja14�°' I I 1 j ` 2. a1:IF DESMED, FOR BFi,cR DERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO IN LCCKS q ,�25 OR Z6 MAY BL USED AS A4 INSIDE OR OUTSIDE LOCK, C'JNNECROV CF LOCHS TO CENTEFU.ATES(Z� Ir I I i ,��c,�• I OR 0 SIW.L BE AS INDICATED ON NOTE (1)ABOVE. LOCATION Or LOCKS s4vL Bc AS INQiCArb ON T:'Pim SHUTTER ELEVATION. i I IGgP—N —If 3. OPTIONAL CONDITION #2 VAUD ONLY WHEN MANDATORY CON MQ ft OR j MITEO MA.DATORY CONDWN �I i - LOCKING RODS:'.$ARE NOT REUU!RED AT HURRICANE P051T10N, BUT MAY d,oaQ_5�+ as ioa(i4�� `))'r !24'w,25' E USE'S IF OESIRFC TO ENHANCE SHUIrER PERFORMANCE _OC.KINU RODS 0 OR AN ALTERNATIVE DEVICE, ra I II ` II I 1 I f MAY ALSO BE USED AT STACKING POSITION (NON HURRICME MOSIIION;. II 1 ( I I fl 4. URCATORY CONDIIl4N_F2:ONE HV LOCK gr 1$SHALL 8E USED AT CO?NER CETTTERMATES FOR ANY SPhN AND PSTALLATICNS AT AH ELEVATION. HV LO K 12C or!y SHALT. BE USED AS AN OUTSIDE OR INSIDE LOCK, e I I Y ATTACF.CL'TO•1n CORNER CFNTERMATE'N/(2) 1/40-20 x 1/2"LONG FLAT HEAD 5.5.M.S. 1VJ0 LOCK! RODS �9. AT TCP&BOT`OIA Mial.3E U5ED. LOCATION OF LOCK SHALL BE AS IYDICATED ON PrICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAY SHALL BE DETERAONED AS PER SCHEDULES SHOWN ON SHEET 12. - 11M ALTERNATE TO MIWDATDRY_CONDf110N 1 VALID ONLY FOR HV LOCK SYMMETRICAL CEMERMATES 12L I �� {, _ •N' 4" I I ( ` CHC ALTS(:TWTE HV LOCK 2§MAY BE USED IN LIEU OF HV LOCK or q5 FOR A14Y SPAN ANQ - 11 /' llltttllllll___ I I 7NSTALLATICNS AT ANY ELEVATION. ALTERNATE LOU—, -r. 1 I \/ E- S II � •�#,SL �MAY 9E USED AS YSIOE-ON OUTSIDE LOCK.AT ACHMENT / 3 A�yVi OF I/4•e-20x3/4'S.S.THUMBSCP_R TO 0'OR CENTERMATLS STALL BE MACE 'It/ 1/4-0-20x3/4'A-UM. IiNNUf AS SHO'&N ON SECTION HIVE, SHEET B. ONE LOCK SHALT_BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 Or SIMMER SPAN. 6. ONE FN LOCK'Z or C!V or SHrd.L BE I I 111 ' I I V ISI I (ZED AT 1/2 Or' SHUT1i2 SPAN FOR MJY SPAN OR 12"ABOVE CH BELOW 112 OF SHUTTER SPAN FCR S"M!S UP 1 1 I } i t I I I TO 86",AND FOR INSTALLATIONS AT ANY ELEVATION. by LOCK�a or 2y o-A MAY BE USED AS Ar: INSIDE OR t—� OUTSIDE LOCK, ATtA-^HEC TO 2j,or is SYWALTRICAL CENTERMATES W/ (2) 1/4•-20 x 1/2"LONG FIAT HEAD S.S. SEE END--J , ) I M.S. tOCATION O=LO^K SFA.(BE AS INDICATED ON TYPICAL SH FTER ELEVATION. USL OF LOCKING RODS tS YJ/ CONNECTION ' ,�, ,� , 0i. OR @'TOF ANO BOTTOM is COMP_ETELY MANDATORY. DETAILS ON i°J`'�J'�;f' �✓" J ��' J' ° f+ `;�' `%" ` 1 f III SHEETS 10 FULL I, � '� + *NOTES ON. HV "T" LOCKS AND CENTERMATES: HEIGHT. I `- OF CORNLP, 1.SECOND A13E&NM M M CONDMON J1 MI)ONLY FOR HV r LM .. - 604D AN0_ t �_t ONE ALTcRYATE HV'T• LOOK�O MAY BE INSTALLED IN'_AEU OF HV LOGICS�4,ILLI Q FOR,UN SPAN)!JD o:e1Jj.)w 6.1•!7;�a(8�eand,-f-s 0° 1 R�.S—,a'AT1l1N AT ANY El EVATION-AL`I RWE LOCK..MAY BE USED AS AN INSIDE OR CUTSIOE LOCK. AITAChMENT L' OF LOCK 0 14CLUDE.S USING REINFORCING LOCKLR q7, AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST R5 (11•�1$'C p • 1811 r`$o.: � COt�L1ECTEQ TO CENTERLlATc3 MJQ 2_4 W,% 1/4'e20 x 1 1/2' LONE S.S.THREADED BOLT 11'/ 7/8'9 . 3/32' GG,� - WINGNUT OR W/ 7/4"n-2Ox1' S.S.f<,S. INTO A /4•ax 5/B"RrvNOT. '0•,IC!MY BE TNSf�LFD AT MIQSPAIJ OR 12' l6•`I �@ "D T+rya!- MAXIMUM ABCVE AND SLLMV UIOSPAN. USE OF TWO LOCKING RODS(fs.T(I.°AND BOTOM :S MANDATORY. t�$.• tomQ• 18)o�i81•17,- (8j•C�:xI.n;r.(1@+p.41a�:;3.•�iAI ■NOTES OH HOLOCKS 8t CENER(� TES: 1. HO LOCK!34 W/ND GYNTERMJITES•.r{� OR 134 W%iS3 ONE ALTEAI:ATE HU LOCK(34 MAYBE USED IN LIEU Or TYPICAL (1) HV BLADE SHUTTER ELEVATION W LO:xS qj oR Ids FCR:1tiY SP/VJ AND ms-FALU\TI;Itr.Ar AHY E'-LVADON.ALTERNATE H0 LOGS fid)MAY BE UJ'D i AS'AN INSIDE O.4 OU79 t LOCK.A:7ACMNFNT CF fir LOCK iS6 TO CZ,IS W/3 g8 x 3/8-F.M. S.S.M.S, ANU NCLUUES T.i.S• RE1t*MRFF°IENT INSERT 3 IS SHOPK ON SECTIONS HDB-HVB AND MD.-ttva.SHELF 10. LOCK UAY BE INSTALLED X. MIDSPAN OR 12•MAXIVUM BELOW OR ABOVE WDSPA4.USE OF LOCKING RODS y?S is cOMPLETELY OFmmAL. Ijj7j/JIf/101ij+,+•�s FLORIVA BOILDIC0 ( on igh eIncA urrlcone one, '+.)2017 EW.ERN ULTAL SUPPLY. llae S S A Accordion Shutter System ■ ■ ■ ■ H.V. BIADE1 W/OR w/0 KV, vnwou EaaaE American Shutter Systems REV.N Dc5cw1'mx DiTt DRX•74 a". LC. /;• TILLIT TEST1tJG & ENGINEERING COMPANY •, I OF Assoctatton, Inc. I OLD Ts-ass 1127/1: m,E: Ot/27 1f i' 6335 NAL 30.m.K.9,.J:S.YV!4ncN aMLE+:.F.AVN 3:'OF Pnoo°:(305;871—IW-.F,":(30518Y1 °n 4268 R'as(roadE Dri,,e x DRAWING Yo n7�+/t�••{{• :-ra7ig.am Vfest Palm Becch, FL 33407 s 17-107 �7r'0,, 'ONA4•V`w�`;Q1'I{ 'NALTE5¢g�a A."LUT:r.P.E. 4 F. . rL - a '167 ES;LJGXTRE/} Is SHIFT 20 r--CDNCRErE ANCHORS PouNrO COA'T• POURED (SEE SCHEDULE ON OR CONcRr RLCL`K7 110L ED I RCCLIRE'J I -t!a'o-�Cz]/4•S.S. -1 REQUIRED St.EET 73) CODURCTE -� REWIRED I -_ ---- --- CONCRE'� ULE ORS IAACr1/4 S23 CIREVIS RECII'RED - / /� FOR SCI-0ULE O`7 ` w/ 1/4"-2D _'--I— COh'(Xtf.TE RNL'OORS �` r 'v 8�aa`SA�Er;crrE(SEE r•rJNrvo-z�,ai sHLLT r) f SHE[' 13) I NUT'S 0 12'O.C. i •( E wirOULE ON SHEET 13) �___..-•-�C , .-�)2Ar 5.4; r I�Nin." -.1/G'O-2tlz3/4•S.S. 11. [[ EC MACHINE SCREW'S _ - `E i _0 US NC 1/4"-20 NUTS a 12•G.C. t E..0.+ 3 15 5 `_.. _ ;A f 1� t r E.U.• Ji r - Z.0• :r , .TIGruL ``--OPT:ONAI I ra:a•SPAPAd'oA �_N� 444 f )I 1 1GppI I-I,�r@}1N�-E "[I -Q)OR (1 ♦ { � EX!SfIN_ -...—,NAR..SEPARATION EIDN TO EEr i rn s•t 7,c(tom y ��fi i r 1 Ci ASS --:S-%E SCtEDUI E ON SHEEP t C7L5'IHp I U f a(ja UIN —A-110V TO G(hSS ,; I 5EE SCI WD'JLE ON SHLLT 17) I A 7 EM STING ' G0 )HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION ;J HV WALL HEADER INSTALLATION + KEYSTONE U!N.SEPSPA{IDN T p EXISTING --f r -- P I�•-- —�I (SEP SCH_Dr:iE ON SHED rt)"- c(Asti--• e<sr A•ma1 1'OR kf i I ! 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A■S■S■A■ Accordion Shutter System rLY. BLADE #1 W/OR%V/O RV. YANDW&AX American Shutter SystemsQ :v,n DESGFIP110N DATE ORauTr By. 1-C. TILLIT TESTING & ENGINEERING COMPANY i Association, Inc. PT 0,I) 15-eas /z7/1 DAtE: 07/2r/17 8]5'i N.W.]CF.5:.,Sk.205.VND. aaMOJL.RW.G T.iE - 1M°C r°:a.,(soe!r7:_tssc. :(404)67+-ta3: 4268 15'sstruoc6 Drive x \ 1t 1RI°co0°W.mm West Pulrn Geo^h. FI 3.°.4Qi 3 DRAWING No '-s�O�AI �©+�'' Ea-00357,° 17-107 Ow-"' weL M,A nu,-, er.w.� 4 AClUDA Ik.3 44.67 s F,E. SU�L�51G�1;LJRC/D,T_ 6 SHEET a F 2 ALTERNATE INSTALLATION WjHV "T" LOC ti) V AL F A " " C C T RM ES 8 4 & OCKERS 1 BLADE arr END CONNECTION CIAO ON SHEETS 10_& 18 INSTALLATION :1�_HV_GLADE CU•� ' ' '`•'� W/ HD CENTERMATES3� E3� 1 I yJl IN(� / ELAM OI SLACK LILIXL MG,INNWED ON 5'-EE1 8, Q� O Oab C/ L AS At"AS JISYLNMAI n-IATINl:Bvx tf10EINL. -0'o. - K� l A a 6 8 0(�'• '�w RiWATFTI OA TFM SHEET."AY uz USED WIT-1 7"s ALMRt INSTAV.A I IXT •rR YM PI 1.11-:SHEfl SEE END WAIL — i `1 10•®a(I�•®°'®•©"' DETARS ONS EETS 10 A: 18 I I ©•O-0- -e-O-®w i AN%c w/fz�r/.•e:,a�ccn _en•(TE I'd 1 - ArCIN S' tILV1vETE . _ ,. (0P!.OruL) ` � (UY110YALJ � ' (b]/ttal/Y RLLS ID 11EEl f �f':abJA• 1.4 o I:- r AT SA'31 NI^AC OTr) O.C.f'IYl LLNDHf, # IN 1 � IN 6 1 I � -� 1, 1 .30 HV "T" f J � 1 H(iP-) \ u.mii�roN b 5 i�•t Pals lYP_ Prtls �--_ wciw5 8 I _ 3 LOCK (INSIOE� 1 _ Irl •' --_— `— ---t „ -r"?-_-- 'a s.'c-omit. \� J Tl,/4" t;�loa 31.E�; 1gk 31 as 31r1 0-20 x 1 1/2" S.S.M.S. (f4 `-3I - (oPllav/ 7/8"o x 3/32" WINGNUT. toPPauL>HDB-HVB T ) DC-HVC •T'L:I:K.ON SN'Ef 9. S .30 HV "T" LOCK (OUTSIDE)" � SYM►7" ICAI HD CENTERMATES S-MMETRICAL.HD CEN ER, TES HG* W/W/�OSE mTEKOa3l W Y' L9QK-(IVIFRIOR) f salEs eKb aurmw• C2D74-73 AIunT)WICC q Wa T•5¢I a.�ya 6 m®o-�•lS�a SHELF NerSERr.PART i MCI AS NAILEADIWYW OT ADM- CHER\ '�.l"CJ•@ (EXT3Rfj,VARSPPerf.NEW:VISEV :7054 Oq EOtxt_ ©• 7J•�a©•O•+Caa - --- -•- -------- ------ - �.-8-Ie«�"1�Id��.@-mss•„�,p —If 5 F E;If_1ES Cv L0.Tdiu AOC6�A:b(cJ 1OTiti ce iJ ,--`✓ J�`-' \ LT—WR .RWNIIA WEV3 DEIN 1 WVD EDP 4L CENIEIWATED AP".L Mk wl”a. G HDD—HVDs* FLOATING STACK /fE//J1IJJy r (''''���1)� T�K'• FLORIDA BUILDING CODE Nun High Ve(ocRy Hurricane Zone' C7017 TILTECO. UX. 92017 FAST--RN NETN. SUPPLY, INC. BERTHA HVTM 0. A S S A Accordion Shutter System t ECO N C L . H.V. RAM#1 W/OR W10 RV.W1NOaN UADE JT•! • TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems TIv.No ESIMIPTIcl DALE I wMN a I.C. Association. Inc. I CLU 1.5 7 i7r• �LFE: o�i117 ',�••'� !� •I•.�. Lr �� Ess5 I.v,sa..ee-as s95.LYiUIIA c»ACE.+s,raDJA 75:e / /' / III -Z- Fhcne:;J75)tll1-133•..F-;(.135)811-1531 4268 '•Vestroads Dive i �. D;iAWIN3 Ptc ''/OVAL���\P 411 o_.r a:m(271E?.eam West Palrn Beath, FL 33407 1 17-107 7-'07 pl Fe'-DD089ID --"'vattlT�'T' 'NALIER A Tltlll:r.P.E. b P.E. SEAL/SIGPIATVRE/DA.TE ncxrw ; i 4167 e - SH-9 QF 20 POURED CONCFEt- -OURID CONCRETE ZIOURED CONCRETE PDXIED CONCRETE OR OR V.3NCRnE0,qCONLIIETE OR C'INCREiE CONCRETE BLOCSWALL ire BLOCK WALL FFQUIrEC 7-- BLOC.WALL NFOUREO BLOCK WALL REQ,rREV REQUIRED P, EXISTING CLASS EXISTING GLASi� 'LASS CONCRETE AWCHY? EXIST-14G rLASS -2*'MIN,— EXtSZNG G M.N.S:PAIAT) MIN, TO GLASS ISE, WN.570ARAIKV SCHITY-FE('N S`EEI TO CLASS(SSS CO FJ TO OA�CAFE 11 FOR 11ADE(DAND 70 wss(SEE C;�SPEET OR -E 5C LLB .524.7 FEOjLI-CH VT-,r UAX.— ' M sc�Vq Si 19 1/16'xS Il FOR RADE OA14) (6063-T6)CONT. &,AD--S(D&Q4 1 FLq&X�OANP FON SHEET 19 FOR ALUM.CLOSER f DF. I ON 91M. 19 FOR ,LOCATE AT PLATE ((LOCATE 112-1 IMN I uFr(T) EITHER SIDE in, CF AT EIIH;)F J SE OR 2**MAX, (7'; PPLUABLE).7".1/8.11-1. 1 VA.S. OtIl.1/2 M.S— 0 16" O.C. I/ !CU IUM CLIP ANGLE ".C. 4 '6063 76 ALLOY) AT UlDHEiGHT A (2)1/4 TAPCONS ANCHORS TC N" A I FOR_ WALL 0.5:. (LOCAIE AT 100 50 jlDF:COUNC TIOU I OR (13 1 1 ITHER �11;01 R SEE OCTAL X 0 (DO R @4# L;aE DETA.L.X MR TO TRA:X5 SIDF- CONNEC-50N (1)OR SCE DEIAIL X I OP. 0wg.010 g,. SIDE CONNECTiC 70 TRAMi 1 0'.0-0-07 TO TRXH!r� ISO•N.N.6-6-6- L 0-0- 0-0; -0-@-07 .@- 31 . 0- @-08-0 END CONNECTION QETAI END CONNECTION DETAIL M ENDCONNECTION -I)ETAILT ENE) CONNECTION DETAIL 4 RhOlIlRED ONLY FOR SlAlIr GREATER THAN 12*-C* FICURED CONC I-OR I.VING CONCRETE 91-0 VIALI REQUIRED MSTING Culf", ;130/7" TC G.ASS SVARK'04 Yj--------�71-1 "-�)OR@CR OR SCHT.4.1LE 0A 9-0 TO CLK-G(SEE ':-------- --- I I rOR IT ADE(DA?,D CONCRETE SCHZI;LE DI 9W ON SKET'.@[OR ANCHCR 9 1 FOR EL-IF Na @OR@DR(qOR@ -"-Zs 0& 12'0.:;. ON SKZ-�Lf ig MR C04NCREIL—, OR 10 AGEOR E�_ 16' 1 2,MIN D.C. :37 2-�[N. INE U USE rOR.ADE 10 ET 19 VIEW 2; ADE OR FQ ORgOROOR 2' M . SE PLAN (b OR DETAIL X (0�1 OR IWO.@.0.80. .0 END INSTALLATION FCU:Ir-D CONCRETE OR .E BLOCK UALI. CONCRI]. UD @-&C (T) HV _BLADE P.EQI.jIRED (g)•7 DE HV. WINDOW BLADE INTO CONCRETE OR CONCRETE - BLOCK WALL, END CONNECTION DETAIL DETAIL@ .0.0 FLORIDA BUILD114C CODE(Non Hick Veiocity Hurricane Zone: ...... 02011 TLTEC-3,INC. 0201?EASTERN META'_SUPPLY, —BERYNA HT. Accordion Shutter System I L E C 0 A.S.&A. KV. MADE #1 W/OR W/O KV.WKD06Y BLADE TILLIT TESTING & ENGINEERING COMPANY DAIL MAW1 13Y. L.C. American Shutter Systems Association, Int. —1 CLO IS-055 .7/127/17 DA�- 07127/17 aj�$ul".J-69.SL.sm-.05.=?hm wf-W�ICP�asiff pfto-; F— [30S)VI-1531 4268 YMstrocds Drive 2 No .......... fist Flotrn Beach, ':L :534C7 3 -'ONA L%'� 4 17-107 %VLTFR A.TatIT Jr.P.- rLORVA U.f 44167-' 5 SHEET P.F. cEAI./SlGNATURE/0XiE 10 OF 20 SCHEDULE Al aCBEDULE IP2 Schmu E k3 MAXIMUM SHUTTER SAN* "L+" OR "L-" MAX1kUM S4LIITER SIAN* •LT" MAXIMUM SHUTTER SPAN "L+" (fQ. FOR INSTALLATIONS W/ OR "L-- (ft.) FOR OR 'L-" (R.} INSIAUATIONS iNSTAIL4T10.N LEGEND -.L14T_E5: CENTEHCL''ETES �' &_�J cr j °cr N`SIALLATIONS N'/ W CONCRETE & / r � o 1"L000 (1) L-: AItJOMUM ALLOWABLE SPAN FOR A GNcrJ N! ONE�N.l\. LOCK or or Or & .1 & W/ ONE HV LOCKS MANSORY DORINE AS.O. DFSIGN PRESSURE RATING. i0 LOCK L7'•Y,/ NO LOCKING RODS ` or ONE HV LOCK ar (6or OR LV/ NO LOCKING WALL A. C, C. O, E. tJ, N. 0. F, O. AS-C J �dDFmggESS(SRC RAT1uCA'NEN NEGATIVE ENTIERMA-5 28 2.9 k/ ONE V./ NO LOCKING RODS & V. l`T -ODS MoiNTING F, K & L R. g C—T- LOCK 30 ',Nl lwc I.O(K NG (SCE NOTES t.YF) :,VALIO FOR MOUNThC O (2) PROOF--DUFF TO D-c7'ERllkJe MAXIMUM SFM FOR FOO$ 35 n�11cc0110�5g&+BOT-OU SEE SHEET 7) FLOOR/CEILING .I, I, 11, J j UI V., lk 1( YfAl.l UDUNTINGS (TCP/50TTCM) OR FLDGR/CUING: GTf:I N'0 I ru"TPJ"ts 0 CONCRCI &WCCO MOUNTING COIJ :ONC3-TE & M to aiuw 'v'"' �.-TOL fu " "a� GIVEN A POSITIVE A.S.D. DESIGN PRLSSURF SCC RATIF. AS•0.prS,CN AS-C.144E J r.:.0.nWT i1:ST?L.L?TiONS PRESSURE FALL IAOUNTAC.- FLODR/CEIMNG IPPR�� aAs I�OOlnf r' P ,� FLarR'_FJUN.InC-,RlfYrC DETERMINE MAM:IAUG 'PAN •L+" FROM SCtIEDULE. RAT"" Mt1UNTNC a ' GIYEN A NLGAUVE A.S.D. DESIGN PRE:SLRE RATING. {p_ic} fcA•IJ' FLOCR/CEILD4 MQUWNG iv.e LJ OR It OR_ (.o: -J _ __ (-CR-) TLOCRLWALL MWJTNG CETERIJINL MAXIMUM SPAN . FROM SCHFIIULE. L-(JU Li (FJ --(h) L N) L hi 0 M41<310M.SHUTTF.R SPAN 'L+"OR "L FOR {- fe'- 15"-0' 30 W-0"_ 16'-J' 30 ie'-0- _1G'-0' INs1ALLATICNS 't4iO MOD SHALL 9E LIMITED 10 'tNAL MAXIMUM ALLOWABLE SPAN iS ;QUAL.70 THE 30 OR to :6�0' I6•-D' 105 asf.A.S.D. DESIGN PRESSURZ.. RATING. IlIM.,I IJ DETF.RI11t1Eo SPAN 3ETWFF.N 14'AND -L-". 35 14'-10" 14'-10' S•-2- I6'-0• 35 I-e-10' 14'-117` 35 1S'-2 16•-111"_ 4C— - 1S'-10" CQ 14'!2 15'-2' r3) PROCEDURE:TO DI.IERNt`JL:MWONUM SOAK FOR -4r+_ 13'-1" tJ'-I 45 13'-4' 14'•J` 'r IaV COR.VSR CENIEF1.1,41C ¢3 MAY BE USEDt"ST'AOLL CDIAEINATIONS IN NETYIEEN l'1A1_ NOUN PNGS SU 12'-3" t2"-5" 1Z_8 t3'-%" 50_ 72'-g' 12'-5" `.0 t2'-3" 13'-1' NOU^MNG INSTAI..ATiONS- LO'•,KJNG SPECIFICA11Yl/FiDOk/CEIUr:G MOUN11NG5• 5.5 tt_=t0' 11'-10" 12'-r 17'-11 55 _ 11, 13' II'-10' 3S 1'-,1' 11'-1t' SHALL BE AS INDICATFO ON MANrATOR•.'CGND2 n NOTL #5, SH:CT S. AUR!.!TVEN t15fLVF AS.D. DESIGN RESSLIFE 60 114• 11'-+' ;1'-%%' 12•-4" 60 I i'-4' 11'-4• 60 ln'-2- 10-11• RATING: { 10•-10" iG-10" 11'-i' :1'-.11• 55 10'.10' 1C'-1n" 0'-=i 10'-1- DETEPLaNG _ L:-= IJM. SPAN FOR WALL MOJNTING 875`.4-LATIONS. i0 10- _ .. _ .0._6• 70 _ a'.-S_ 9-4' 11+-• MAX. SPAN FOR FLOOR/CEIUNG IJOUNTIYG _ ?S —10':--1' 1C'-:" ID'-4• 1.'-1' 75 10'-1' 10__-1" 75 - D'-9' tt v IN51AUt.TK;NS. _ CXCE T THA'IMXplUM SiIJ'i TER 80 9'-10' 9'n0; 10'`0' 70'-9' 60 9'-10" 9'-10" _ SPAY'L"CR'L-"Av7 MV..IMJM AS.D. DE`+WG FOR A GVEN VCCf.TIYE A.S.D OESIGrJ PRES:tORf 85 o'_g• g'_g• 9'-9' 10'-5" 85_ 9'-b• 0'-0' PRESSURE RATING FOR INSTALIAIIIYIS'NEC CONCRETE RATING: OR CONCRETE 61OCK:HALL BE LIV1-D AS FOLLOWS: 9C 9'-3" 9'-3" 9_-5' In'-1• 90 9'-3• 9'-3" DETERONE: C5 u•-0' n'-9' 9'-V9'-10" 9S 9'-0' i CONNECT-ONS TO KEYSTONE MOUNTING 1.,-> MAX. SPAN FOR WA1%lCU,VAIIG INSIALL•,TI(NJS. 100 8'-v" B'-4• ' 9'-i' _100 B'-9' 8'-4" UIJITEJ TO i64,-72 P.G.T. AND 8'-C" SPALL SEE L2-= MAX. SPAN FOR FLCOR/CEIUN'G MOUNTING r MOUNTING M ON SHELT 7, INriAllATIOrrS• _ 10:1 B'-T_ 11' Y.'-9" 9'-4• 1rib b•-T 7'-I'- ,10 T-7" 8'-T1 9'-2- 11.0 W-4• -7•-?- I INAL MAXREWI ALLOWABLE SPAN T ERUAI. TO Thl. 115 8•-2• T-3' -8' L• 5_-11• tls E�-2^ r-s- SEPARATION TO GLASS SCHEDULE Mlui\tUM eE:IwEN ^,+-, •.p+", •f:-MtU 120 B'-0' ti'-tl° 8'- 11'-9120 8-0' -I1- (4) GO 10 ANGHDR SCPEO'JLF '.'LITH FNAL MAXIMUM 125_ 7'--10' _6•-8" W-O' 8'-h. 125 _ 7'-10" G'-a" ALLOWABLE SPAY AND NEGACIVE A.S.C. :JES'GY 130 T H o'. Y-111" a' idp 7'-fl' E'-ii MINIMUM PRESSURE RATING TO DETERMINE h'AXMIUM ANCHOR;.357-7" 6'-2' 7'-S. 7•-9• -135 - T=%- 6'-2-2" WIND ZONE srnclNG. 140 7•-5• s-11• T-r r-s• 1�D r-s" si+= ASTM E-1996 SEPARATION 145 7'-3• -E- T-5' 7'-3° 1457_J S'_p TO GLASS 15C 7-2" s•-7' V-4- 7-0 150 -7'-2• 5•-7- 155 -D' S'-5' 7•-2 6'—y` 155 _ 7'-0- '-5' 1 THrZU i V. _ 160 _ 6' 11" _5'-2- 7'-1• �g'-%' - 160 W-11, 5'-Z" 155 6'-la' S'--1' T-0" C•'-i' 165 G•-10" 5..1. 4''_71 _5'-I1" G'-2- -1-70 G'-9' 11-11` 175 6=7" 4'-9• 5'-9` 8'-0' 175 E_?•- 4'-0" 180 W-8• 4'-g" 6'-8' 5'•10' 1E 6_6_ 4'-g. 1 , H V BLADE 785 6'-5 4•-Q' W-7' S•—_A 185 6'-.5` _ +'-5" 6•_4- L11-5- F-6" -6• - 190 _ 6'-d 4_S•_ 197 E'-3' 4'-3" 6'-5' 5'-5^ 195 G'-3'3 _ 205 200 6'-2 4-2' fi'-+' S'-3• 200 ti�2' A'-7'G-t" I 4!-: 6'-3' '-7' 205 6'-1" 11! say m�� FLORIDA DUIDING CODE(Hon High, Velocity HUrricane Zone e2017 ntrm,INC. 9'2017 EAST I.RN MI TAL 5L1,1%Y,INC. 13ERTH H1ii - ~ ==mA.S.S.A. 7y Accordion Shutter System H.V. aAM#1 w/OR W/D H.V.HVW JaV MAX jEY. pMrT0N , pATL QR4nN w,M:O,'V. L.G. •6 1,• ,� T111IT TESTING & ENGINEERING COMPANY t3G ----/ • !!` f•�hRAmerican Shutter Systems L+SL 6355 ILw.26th.%.S:e 3:5,VA-;rvA omcrrs,norwA 3s1 Association, Inc. L CLD 15-085 L,r27/Ir hitt: nl/27/1'Y 1 rrr,Ia:(]rs)871-1530.ro}:(sp5)377-153t 4268 Wastraads Drive 9 DR.AWINC No i n., .1• 'q \ Li o-'nab t>raP(taa.c:m West 0cl-n Beach, FL :3407 3 Ss�aNA1 ����'''1 vNTEES-U= ES-U=6719 P.E. + 17-107 r'' FORGA U_9 44115? 5 SHEET P.E. SEAL/,T6tl/�tE/"DAV 6I I OF zo AIAMMUM ANCHOR' SPACING fin) S"HEDUL FOR A GIVEN MAX. SHIMER SPAN A_S.D. DESIGN hEGA71LT PRFGCURF RA71NG AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE ANCHORS SPACING LEGENQNSD POURED CONCRETE w MARR,B.F D AVD ON Nev 6) PDUREG CONCRETE CONCRETE TAPCON CP. (A YIALL fifJD-Yt UDUNTING A WALL HEADER NDUNTINv ��•RAJ.FEXDER 410'JNiTNC D oa SILL 11��OUNTINU D WAIL SB.L f O'JN1114G (C) WAIL HEADER/SILL TAICON WITH ADVANCED 71U W e 7, R• i'I q2 W MOUNTING TdPEACFORM iFCHNCLOUY SPAN ((1) ISA Oe:JGN I-IfIW-X PFSAIIt RAi1\G 1 49.OTOE:N liErATNE Pf,Eg"PATNG,(y[1 ASA MSSN 16GURc'F13Si1fe;E DTlmw7_H ASL•h4G1 IEC➢tE PF65W♦<:7+;NC o='ASO.STSW:lSG1R8 f7?6SVAE PANIO(p!AS �,StX AEWb:itie�,9Uti BA1Cx(C ALI FO7NT'`i SOLIIJ-SET 2U 40 60 1!]'90 120 16n?915 30 40 60:75T90; 12U 183 205 79 40 60 7S 99 120r'eD1205 30 40 6U 75 BO r120 16D 205 SO 40 eo 73 90 120 760 215 ]7,p 80 15 90 120 160 2/1'i "- �L'JE TAP 14 12 ID 9 A B 6 t• 12 IO B a 5 B 6 14 1 f0 9 8 E 6 74 12 10 G 8 B 6 - to :< 1G 9 8 8 a S_. 8 A tl E tl 8 7 53 - X-O' 14 '12 1'u 9 6 e 6 5 li,12 10 D 6 tl 6 6 li 12 10 B b 8 6 6 14 12 1U 9 8 B 6 dI4 14 12 10 9 A 6 8 6 B B e 8 8 fl 8 E TApFLR+_ DR LT55 14 10 9 tl A 6 5 1a 12 10, 9 B a _6 F. la l2 :D 9 B 8 E 6 14 12 10 9 B i b 6 14 12 f0 9 6 B 6 8 8; B A14 12 70 9 1 8 6 6 i4 1? f0 9 A 6 tl f 0 14 12 10 9 8 a G 6 14 12 10 6 '8 8 6 :2 f0 9 .8 86 8 A12 10 9 9 0 6 B 14 12 10 9 IT 7 14 12 1085 - tl B 6 A tl 7 b5_ 12 10 9 0 8 B 6 la 12 70 B 8 8 5 6 I4 12 10 9 B .a b.5 14 12 10 9 B 1! 6 b E, 4 a 8 a t e4-0 o 1T10' 9 8 6 1.5 :4 .12 IO9 8 B ,a 11 12 .10 9 A B B '8 11 12 10 9 6 A - 14 10 B 8 a R - 0 12 1D 9 8 8 8 4 to 12 10 9 B 91 6 a 14 12 I t0 9 B a 6 8 la 12.IO 9 B E - 14 12 IO 9 8 e 6 - "9 8 5 e B 14 t2 j" e A 8 1 4 B 8 a 6 3.5 I4 12 19 _9 E ;A 6 6 14 12 10 B 75.- - - 14 12 10 9 7.5 5.5'- 8 6 a 8 .7.5;55 4 J LSFE:'rl'FlC AtS,-C„ 14 12 10 9 8_ 8 4.5 - .4 12 10 9 A tl 9 .3,5 74 72 f0 9 8 8 6 6 14 12 10 9 8 7 I- 74 s2 10 9 8 B B = 5 8 8 5 8 O 8 810 9 6 5.3' - la 1? 10 9 tl 8 ,4E - 1a 12 i 10 B 8 b 6 5 14 12 10 9 6 3 - 14 12 10 9 tl 7 8 8. 6 B 8 7 (4 ATI0It 72 70 -v 8 8 e - 7s 9a833 t4 1T 1D 9 6 8 168 1412 10 B B = - is 72 10 9 975'- - 8 e 1 8 88 75 5.5 a :T3 14 12 10 B 8 5.5 3 - t4 12 10 9 8 B 4.5,- 14 17 10 S +6 e 6 6 14 12 BS 75 4 9.5 7.] 85 3.5 - = 8 8 8 7.5 65 4.5 J.5 - 14 12 10 9 6 S.S 1- - 14 12 /0 B B a 4.5 - t4 12 l0-U 8 8 1 6 6 14 12 l0 r 9 IT 4 - 74 12 .10 11 8 8_ a - 8 8 5 0 6 0J 6,7.!i 6'-O� 14 IZ 10 D 8 !3 - - I4 12 tC 9 _ - - 14 12 70 0 I1 a _5.5 73 14 12 10 9 45 - - - li 12 t0 9 7,5 4 - 0 5 fl 8 7.5 95 4 14 t2 to, 9 B 5 . -t2 10 0 a B 4 14 ri 10 9 tl e E 3,5 14 12 to B - - - to 17 10 9 6 4.5 - - b B e e 14 12 10 B R 4 - 14 12 110 U B 6.5 3 14 1? 10 9 B 5 6 - 14 12 8 4.5 -� - 14 \2 10 C 14 112 1,'1 9 2 6.9 3 - 14 1I 10 0 B 8 b - 14 12 10 9 5 - - - li 13 10 9 8 7 - - 0 B e 8 a B 79 6 �•-O, to 12 10 9 45 - - 14 '2 10 B 8 1 - I4 12 10 D R 7 4 - IL 1214 12 IU B 6.5 - - R 8 8 B 65 3 .79 - 14 12.I0 1 9 7.9 1.%St- l4 f2 10 9 B - - 19 12 10:9 8 B 1 B - -14 1I 10 6 - - - 1- 14 12 10 3.5 1 7 - - - tl 8 8 8 7 - 147_ 12 0 9 SS_3 - - 14 12 13 8 a 4.b - 14 12 10 9 B B - - 14 11;7 - - - - - 14 11 7 S.] 3,5 la 2 10 9 55 = _ - 14 '2 10 .. B 'a-j - f4 12 10 U. R 8 - - to 12 :C 7 4 _ = - 14 tT i0 B 6 S = - ! - 8 8 tl ' 9 7.`v 7 a ♦SEE ll!/,f'AT7AN5 OF USE =0R 14 1 55 3 14 12;IU 9 B - 14 12 10 9 8 5.5 - - 74 12 AS 3 14 17 a.5, 7 i 4 8 8 9 7 s.3 4 3 BLADE�41 ON S-1EET 19 14 12 t0 1 0 14 72 .] 7 8 4 14 12 10 9 8 8 - 14 12+9.5 - - - - 14 12 9.5 7.5 IS - 8 8 1 E I4 1T 10 185 4.5 I- 14 12 10 9 7.5'- - - 14'12 10 9 B - - I3 9.3 4 - - - - - 13 9.5 B.5 5 - - B 8 6.5 5 a 3 - �,-0� 14 12 10 45 4 - la 12 10 9 7.e - - 14 1'c 10J�9 a - _ - to 17 10 S_ _ - = = 14 52 10 9 bT = 8 tl B 8 a GS 8 7 i4 12 6.5 4 - 11 12 l0 _9 aS - - - 14 12 10 9 7S l4 1 t,]4.9 - 14 11.5 7.5 6 A 8 91.5 5 5 1 la 12 13 fi 4 _ f4 •2 10 7 - 14 12 10 4 8 - - - 14 12 5 - - !- - - t4 12 9 63 - - - - a 8 8 53 5.5 4 - t4 12 75 9 35 - - 14 12!111 B 5.5 - - - 14 17 10 9 8 - - - 1t3 91.5 - - - - .IS B.5 5-51- 8 P�54��14 _12'9.5 .. 3.5 14 12 19 9 55 - - 14 12 10 9 fl - - - f4 12.7 - t9 12 10 7.5 5 8 810• 12 95 - - - 14 12 10 +! 3 ;.- - _ 14'12 iD 9 0 - 14 103 3 - - 14 10-'. 7 :1S B e14 f2 5 '4.5 3 14 12 f0 0 5 11 t0 9 •B - - 14 1f - - - 14 it75 - - - E A5 - 14 12 7 14 72 ID _ 14 12 10 - - - - O.] 8 - - - - - 0.5 a 5 - - - - - e_ B _ 1 3.5 - - • Ii 1? 7 - - - - - 14 12 10 - - - - 74 12 1Q - - - - f4 17 S - - _ 14 I2 IU -_ - - B _6 A a B % '•5 11'-0 t4 12 / - - - 1, 17 10 - - - - - 14 t2 10 - -_ - - - 2.5 0.5 - - - _ 23 8.5 6 - - _ E E 6 5 4 J - fa 12 6.5 ^- it 72 70 - - 14 12 TU'- - - - '3.5 10 - - - -- 14 7 :- - - tl B 7 SS 4.b: - - /4 72 5S I- - 14 12 7fi - - - - to 12 10 - - - - - 9.5 7 - - - 95 ,7 J.5 - _ 6 7 •- 3 _ - - :4 - S.5 la ti 1U - - - - 14 t2 1C - - - - - fa }p 4 - _ 14 12 10 - - 6 R 8 6 _- 12-D :4 12 a _ - _ _ - 1! i3 10' a a9 4 14 12 5 - - - - - 14 12 10 - - - - 14 f? 10 - - l- - 12.5 95' - - - - 3.5 9S 45 - - - 6 F 6 -. , • - -- - t j� HV BLADE OR �) HV BLADE 14 t2 1+ t2 - 9 4.5 - - - - I' 7 8.9 - - - - 8 6.5 a.9 J5 3 - - - 13"-U, 14 12 - - `- - - N t2 - - - - 14 12 - - - - - _ is i2 - - - - tt 12 - - - - A 8 2 9� 8 4S = _ ,4.1D - - ,4 l2 - - - 14 12 t= - - 9.5 5.5 - - Q.5 6 - - B_ a 5 a 3$_- - W��1A- HV WINDOW BLADE µ t2 - - - - - - 74 11 - _ _ _ _ _ i1.5 B - - - - - 11.5 a.S _ - - - - - a A SS Is - - - 14 12 - - - - - 14 12 - - - - - 11 12 - - - - - 8 3 - - - - - 1= H a - - - - - - 8 6 WORKING IN UNISON 14 12 _ _ - _ - _ 14 12:_ - __ _ 14 0 _ - _ _ is - 74-0 14-�{�_-�7 - - - �.._ - - 14 I II -...` _ 14 12 - - - - 10 4 - - - - - 10 7.5 - - - - - B 7 S 4 3 - ' 1a 72 - - - - - la 12 - - - - ICs • - - - - --T- Zs a - - - - - E 3 5 a - - - 14 _ _ _ _ _ _ _ 1q _ _ _ -- - _ _ 14 _ _ _ _ _ _ _ 7.5 _ _ _ _ - _ 7.b _ _ _ _ _ - _ -5 93 3_ 14 - _ - 14, 14. 74 •8 6 8 7 i 3_ .. 1 7 45 3.6 S .. 74 - - _ _ -T' .. 1C - - _ _ _ _ _ _ _ _ _ B 751 - 11 14 - - - - - - - - - - - - :: 14 -H-- all - - 14 - - - - - - - - _ I 7 - - _ - 7 5.5 35 - - - - - la - - ! - - - I< - - - - - - I4 - - - _ _ 1a - b a 8 l_9 G 3 18U- lI t4 - - _ _ _ _ Ic - _ - 0 35 _ _ _14 - - - - - - 14 - - - fP ri 5 - - - - - - 9.5 - - - - - - B 7T,.5 - - - - I. 1 f r�ORID 1 Bi11LDING CODE•,Nc� NiGh yelccily NI•ricone Zone i•1��.`t',,t Sf� 91201?TILTECO.NQ 114 10.2017 I_CSTERN 1%kTAd. SUP7LY,INC. 1'1 cEAI BERTWA�1 , s�•.. ��w � Accordion Shutter System 1� 1 L E co ,.-. A.S.S.A. KV. MADE#1 Yl/OR W10 KV.WNDOFY RADE -fl '!•: i1LLIT TESTING & ENGINEERING COMPANY AmeHcan Shutter SystemsN�BCSCRIPlpll DATE CRA%lh 9c L.^.. Association, Inc. II M3 15 Obs '7/27/17 0:1E. 07/77/17 /U5]11.1Y, F.. 9gnp5)H 1-lb3 351G `� T-4 (1� (30SJ°71-1530.Faz: {3GSAli1-1531 1 4298 1Vcs:raad5 Drive ! pFA�YiNC No ts, p l 1111 a-meFe eoobeea.aR Kest POIm 3each, FL 33407 i -� juN/41 •E1 7t MOM.4.74.11T Jr.P.F. 17-107 r.E. S1�s[i(R"n1t1P,E,/DA[ �nwDA r.9 44167 B _ SHEET 12 OF 20 ISA L1ulA ANCHOR# SPAIC NG (in) SCHEDULE FORA GT N MAX SHUTTER SPAN SPECIFICATIONS ON ANCHOR REOUIRENENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SCE NOUN-P75S E 0,&H ON SHEtTS.6&7) 1.AN611ORS TO SJ85TRATE S4ALL BE AS FOLLOWS: Pau"OONMETE/OOTICREIE BILM POURED CONCRETE CA) TO FJOEIINO POJRIO CONCRETE (Min.t'c - 3 Int) iW011LD1 E WALL SILL MOUNTING �CEILING AtOUNTR:G �H�FLOOR MOUNTING - 1/40 TAPCON OR TIPCON W:IH ADVANCEC 1HREACFORM TECHNOLOCY ANCHORS,AS MANUFACTURED 13Y I.T.W.3U:1OEY. (Min. rc.3 Imi) SPAN U ./ LyyC ARSt SPACING LEGENDL -- 1/4'0:3/4'ALL PCIN1:,SCUO-SET A4CHOR5,AS D-"IS 1.0 BY ALL PONTS SCREYI,BOLT &SPEOALTY COMPANY. (Min.Cc- 3 bn (fl) 4 H GONE f1TE55UPC PAThi:tp.9 .P.SICN tU -VE PtiSSLR WV'4G _O.DIS:Y NEGATC&PRI W11 FAlLY6 - 1/4'0 BLUE TAP C O NCREIE ANCHDR9 W/CAP Ar MANURACTLRE:6Y RPRIDA FASTENERS DIRECT,INC,('Ain,Fc Z k5i) �'-'--- T" TAPCON OR _ 1/4.0 TAPPER+A NChORS AS/AANUFACTURED BY POWERS FASTENERS, INC..AND 35TRIBUTED BY AIL POW:S SCMV.BOLT&SPECIALTY 3C SO 50 76 91 120 1t�20S 3. 4C FA 75 9t) 0.160 20.K 3D 4D BD 1 75 8C1 120±60 TOS TAPCON 1r T1{AIJAIICE:1 OVPANY OR ANY OTHER APPROW'D LICENSED OR AUTHORIZED V.NDOR REGISTERED WITH THE AMEFMAN SHJTTEr SYSTEI/5 AbMOMATGd,INC. _ 14 t2 10 6 A tl ? 5.5[14 12 10 9 8 R 6 G 14 12-10 9 9 B R 6 .HREA3FOQM TFCHNOLOGY (yin 1'C�,3 4d) 3'-O /i t2 110 9 B 6 D 6 7210"0 B 8 6 6 le 17 1G 1 G B 6 6 E �L PgM1:a£OI1D-SEI OR LESS 14 12 iC F 8 8 6 8 12 to 9 6 B 6 6 t4 12 10 9 6 D S 5 CLUE TA"1V/CAP Rultz: 14 12 f0 9 B- D 4 7 11 10 .8 8 e 6 6 14 12't0 9 E B 6 6 A•1)MNtMUM EMBEDMENT INTO POURED CONCRIIE OF-,A--CON OR TAPCON WITH ADV,INCED TKF1MFCRM TECIIKO_CG`ANCHORS AND TAPPEHt 74 12 0 9 B 7 15.S 3.5 i2 10 9 tl B fi 6 14 12 TD 9 8 b 0 S iTAo°Elt+ MCHDRS IS 1 .T/4".AND FOR BLUE TAP W/CAP ANCF'CRS IS 1 1/7'. _ 14 t2IC D B e G fi 12 10 _9 5 tl8G 14 12 tU'9 6 8 5_.5.9 4• D` tt 1210;9 9 8 6 4 12 tD B B bB43 t4 12 10 9 e 9 4 J.9 A.2)MIN!MU1A EIABEUUEM OF 7/4'0 x 3/+'AJ.PO,NiS SDL1D-5Er ANCHORS SHALL BE 718'N.0 THE POURED CONCRETE.NO EU39UMQNT i4 12 10 9 8 8 6 47 12 10 9 8 8 6 S.S 1a 12 tC J 8 8 8 43 14T0 STUCCO Stall BE PcFYT7LT). 1/4'9-20 S.S.MaC41NE SR'E'N USED SHALL 9E 1 1/2'LONG MINBIUM r10UlA STUCOO •SG UUlfAiDtl�]C USC FSR14 42 1C 9 7.9 S.E 35 - 12 10 9 6 B 8 5 14 72 IO 9 A 7 59 4 E%5T,AND 1'MIt{iNUM FUR W�AyS YATH NO STUC'C0.14 12 10.9 A 6 R 9 12 1C 9 8 6 6 55 14 t2'10 9 9 e 66 X13 `)CN C11`.YT 17 14 12,10 9 tl 7 4 - 14 12 70 9 If a3 9 S.S 14 72 1C O 63 5 3S 3 A.3) IN USE!HAT PWAST STONE, PRECAST NX)NCRF.TE.PANELS,PAYEES OR AYY V£NEER ETt F01:N0 G lH9 E1DS71NG WALT.OR F7COiti 11 12 t0 9 8 73 4.5 - 14 12'10 e B e 6a.5 74 t2 t0 9-B 6 a3 3.75 AYCHr'"i5 SHALL BE LONG,EN(AKb{TO PEACH ThE WILL STRJCnJK BEHIND SAID WALL F:N�IES.NA7{OFAGE SHALL DE AS IKCK'ATCD ON 14 t2 99-_7.5 e.5 4S - - 14 72 ;C 3 8 7.7 5.5 4 li 12 110 D R E +.9"35 MOTES A.1)&,12)ABOV&FO4!ISTALLAPONS CN WNYL S.CINC OR S.FS'NRH OR WITKUr METAL STUDS CONSULT THIS ENO'NEER FOR 14 12•ID 0 B 9 B ^ 14 17 10 9 8 8 E 5 14 7^4 1C 9 8 6,5 5 3b INSTALLATION 1.410 OF;WfT'H Mf:TAL STUDS SCC SHEET 7.0. -1 12 7U D 7.5,3.9 J - 14 IZ f0 tl.6 7 0.S,4 ! 14 •12 a .655.5 4 3 - t4 t2 10 9 B e - - 14'12 1D e B 6.5 5 .75 is 12 t 10 8.5 e 9 4 '- (B) TO IXIS TNG CONCRETE E11.7CK: (ASTM L'-90) t4 12 0 6S a 3 14 12 10 9 8 93 4.5 35 14 it 1C e 5 JS 3 - 1/4"0 TAPCON OR TAPCON WRY.ADVANCED IHREAD"CFM�CHNOLDUf ANCHORS,AS MANUFACTURED 3Y I.T.W.BUROLX. 14 tZ l0 0 B B - 14 12 l0 9 0 7 s 4 14 f2 t0 B !7/555 a 9 - 1/4'9 .3/4'ALL POINTS SOLID-SET ANCHM.AS C15TR1UJTLD BY ALL POINTS BMW, ECLI L'SPECIALTY COMPANY. 7'-0' l4 :/ TG B 6.5.1• I- - 14 1 12 9 75 8 4.5 JS 14 112 7 5.5 4.5 -5-1 - - - 1/4'a SLUF TA-CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FUI(YOA FASTENERS DIRECT, INC. t4. 72 10 A.5 7 4 - 74 72 1D 9 '7.5 5.5 4 - t4 f2 9 '7 73 4_'-- - - 1/4-0 TAPPER+ANC119RS AS MA,-JUFACfU3En BY F.I�RS FASTENERS,INC.,AND Dl1PoBUIEO BY ALL POINTS SCWW. SOLT&SPCCWI.T( 14 17 T S.1 4S. 14 t2 Ip 9 7.5 95 4 - 14 re 7 -6 4.5 J - OGMPAtJY 03 fAl OTHER AoP.ROVCD LICENSED OR AUTHORIZED W NDOR REGISTERED WITH THE AMEPow1H SHUTTER SYSTEMS AWXICLITION,INC. R'-D" to tZ iC 9 14 11 10 14 12•t0 8 63 S 39 - MOTES: 14 t2 8.5 7 1. 3 _ - 14 112 8 6.5'5.5 4 3 12.5 9.5 6 5 4 3 +- - B.1)MNLwjVL CUBEDyrNT INTO CONCRETE SLOCK OF YAPCCN.BLUE IAP W/CAP fXCHGFS AY'J TAPER+ANCHORS IS 1 1/4'Ar TAPCON 14 12 L D.S i.9 ti - 14 12 9.5 B 6-5 5 - - u 12 e a 6.9 4 - - WRti ADVANCED THHLADFCRM TECHNOLCGY ANCr!03S IS 1�. 13 9.5 6.3 S 3.9 - - - 14,12 19 0 G.S 5 - is t2 A 8.5 5 4 t4 12 t.5 9 e - -- 1144- 12 11) 9 ICS 5 - - t4 t2 tl3 2 e.5 4 - - n.2)MINIMUM EVREDM£NT OF 1/4'¢ x 3/4"AL.1.POW7 SCUD--SET NNnHORS SKALL 9E EN^RELY ERMFDDED INTO THI"CONCRETE SIOCK.NO _ _ _ 14 11.9'7.5 6 4 - - - 14 11 7 5.5 S SS 11 D 93 4.5 3.5 EMB_`DUEN':HTO SR:CCC SHALL 9E PFJNlJIT1ED. 1/4'A-2G S.S. LLAG,1'.WE SCRr`N USED SHALL BE 1 1/2'ICNG M'NIIfUM SHOULD STUCCO 1+ 17 b 5.5 4. 74.Il 8.5 53 4 !- - 74 TUGS. 7 5.7 6 45 - - LOST,AHO 1'MINMUM T-OR WAL'S W@I NO STUCCO. IS 0.T. 5.6 6 - - - - 14 I2 9 7 6 A9 - - 14 11 7 53 4- 35 - - 1U'-0" t< 72 Ip 9 7.5 - t� 12 10 B 6.5 9 - - 14 71 6 B 5 3.3) N CASE-THAT PRECA.SI STONE, PRECAST CGN(XVE PANELS,PM-.RS OR ANY VENEER BE FCUNO ON'HE EXISRNG WALL OR FLOOR. 1+ 70.3 7 S S_: - - 1S DS 63 5 4 3 !- - 1G 7.9 S d 3 - - - ANCHORS SHALL BE LONG'ENOUGH IO REXrt THE MAW STRIICTURE DEHAIC SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 t1 7.5 I4 Iib 9 6 9 4 - - 12.3 95' 6 5 4 4 - - NOTES H1)&8.2)Ate. FOR INSTA IATIONS OY VINYL SIONG OR EIFS 1'.Rt!OF Wf,t7JT KETAL SROS CONSULT THIS ENGINEER OS 8 1 5 14 12 8 6.3 55 a - - 1S t0 451 0 4 3 - FOR iNSIAL ATCN INTO FITS WITH MEIN STUDS SEE SYL-ET 20. _.12 0 7 5_4.5 _ _ 14 10.5 7 35 4.5 3.5 _ _ (C) ANCHORS SHALL BE NSTA_LEJ FCLLC'NIG ALL OF THE P.ECOMMENDAIICNS AND SPECBICATIONS OF THE ANCHOR'S MN4UFACIURER. 12 9 6 4.5 4 S _ 9 7 '4.S I35 3 l4 f0, 1 - - - - 14 IO.S 7 3.5 4.5 - - - '73 tl.S 43 4.5 375 - - - (D) SEE SCHEDULE BELOW FOR£DOE DISTANCE(E.D.)VERSUS SFACNG HFJATIDNSP.F FOR ANCHORS. 9.9 14 11.5 7.5 6 5 - - - 12 8 R 4.5 4 14 12 f0 - - - - - N t2 B 8.5 0.5 - - 13 to 6.9 9 4 - - - EDGE: NC L'ERSUS S?AC1L1C. SC�DUL�QR_ .t).D$$: 1.5 65,+5 8 6 4 3 _ - - HA)IIMUM AMC OR S'W4r,S ARE VALID FOR EDC,:OSTMCES WO'CATED WOW.POR E.O.LESS IIW4 THE LOCATED.REDUCE AFIIIO4 SPACING. 13.5:0.5 6 - - - - 13 9.S G.9 5 4 - - - 10.5 B 5 3- - - BY AtULPFLYING SFAC'N6 SHWAY ON 1CIrMLE G THE rOLLO.'AN'(1 FACTDrl- - 9 a-5 - - - - - 14 193 7 0.5 45 - - - t 1 84 15.9 4.9 J3 - - REOJCEO SFAOFIG OBTAINED US'.NG F.ICTOR S-Ki 'NOT OE LESS TO;I uimmUM S'Aamc Lm CATEU FOR EACH ANCHOR TYPE t�-0' 1a 1z.- - - - 14 TIs 73 6 s_ - - - 12 9 6 4.5 _+= - - FACTOR IC ?.5 9 4 3 73-55 e 3 � TAPCON WITH ADVANCED TAPPER + t2 5 e 13 4 - - - 93 7 5 4 - - - - EDGE TAPCON ALL POINT SOLID SET BLUE TAP W/CAP . _ BLADE R THRFAOFDRM TECHNOLOGY _._. ... MW.SPArpNG _ 0.31&51 5 _ _ _ _ 105 7S 9 s. - UICiIWCE - --- 14 10.: 7 5 5 - - 11 8.5 5 4.5 -1I� - E.O.BLAD MIN. SPAGNG, 3'_ Md:.SPACING. 3' MIN,SPACING -3 1/2' MW.SPACING-S" S /s' 4' 7 5 Sb S - - I - - V W �CO`IL CORETE B'.�& 7WgM CONCRETE ODAGd.IE HAOC 0 CHEIE 9 f& PoWNCRFA�BLOCK&P0.C I FETE COpiETE BLOOc 11 8 53 LS - - - B ,6.E u - - - ' WINDOW Lt1a ED•S U21 FA•3 OJT V74 L4.2 I/2 171i E.Q•J 1 TRV,EG•S R71 CD.=J 1/1' AR rfL=21/2' id - - - _ - - 134 0'6b - - - - 05 a ss 1- - RLA�E WORKING r _ 0.50_ t.o 0,84 , 1.D _ _ _ _ _ p96.5 4 - _ - - 6.5•S 3 _ _ _ _ _ 21/2' 0.131 to__ - - 0.57 t.0 1.O .O _ Is I UNISON ♦ 222_ _ 0.71 - Dst -- _ 7 - - - 113 fl%15. - - - - 9 e.5 45,- - - - - 1 314' - 0.91 - - - 0.4J 113:9:, 70 7.3 5 1/2' e 6 4.S J _ - y,5 a 4 - - _ORIDA BUILDi IG CODE(Nor High, Volocily Hurricane Zone' ttli `��, �'" Q207 11AS7ERN UETx_ SUPPLY,IY,C. r� C7Gti 1'1 TECD.INC. ,410 ,.....C,. 'S�l A S S A B ��1 VTIA ERT Accordion Shutter System N.V. &.ADE#1 W/OR W/O PLV. MINMVI S.XX American Shutter Systems LV.Na DESCRIPTIO CATC I CRAM:B.. L.C. TILUT TESTING & ENGINEERING COMPANY Association, inc. 1 OLD 1&066 "7/27/t7 DATE: 07 77/17 aM5 NA,C6c't 5L.Stn,J0.'.."RUN4 WT-j J•°LCRCA`_!tA 4268 'Nastrood. Drive. 2 RAIWNG No i Phone:(705)877-1530./w t3'5)5iI-1931 C-nw11:tlklot9a:Leum 17-107 -1 07 NfIAL i'11i)fa t44471t1 EB•.D6D67I9 1Ae ^elm BBarh, FI. 33407 a ...... E8 '�� 1t WALT A T.UUI .U.P.E. ;---- FLORIDA Ua§44167 - S1EET URE,fDATE 6 13 OF 2 N � n cc I T rc W L }- a a J o d� 1 O ZWo G r" ooVI LLQ W m S G O �Sc� in s3cal in p/ V)V1 ` .N C O q3a �d u C/'•Q n. O }01Vi. J m C Cc,)C v� IV zq�t � o �� L a I �'r c�� W y q)1E ~ U `C C• V:uU O ID o O IL d'J1 > M uQ ryR' V N E V t n .4 6 s.;^_ ZU V 1�•. z i_ W C, 1v11InI I1 � 1 I In I'.1 InI 11111 Z O KO-.$ w;n 2 j L �q m n Al n V n,m n rn. ��n 1 A^V c o n n l n l l n l l l n .I I 1: . 1 1 *•I I I V I I I V 1 1 4 � 1 1 U Z n 1=p h l- C IN„Nn mN n�n nn:'nn nnnnmN�n nanln nn`n*���r�•ey'P'Vlvnn�nv Intl tnl 1n ! 1 V W Y nnn a :nnmm�nn.mnn nnnnnn .nn�v'nn r1 ty,n�n♦'rin•:.�a nn'h. 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DESIGN PRESSURE RATING f)Z.s.f.Z AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE F FOR A GfffN MAX. SHUTTER SPAN_ NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE, (s E.,ywannss Or tiEm is& i7)• - P SS SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOUTHERN v`•ND• SFRUCF PINE SPRUCE PINE SOUTHERN INE NO. 2 R'j MIN. GeA,." 1/2" MIN. CDX 2 W/MIN.G'DS5, FIR VCRTrI FIR SOUTH DOUGLAS =IF? V7/ IAN. G=C,50 W/ MIN. G=C.43 55'/ MIN, G40.36 PLYW00D LoUG O1 yr/ V7/ MIN. 0-0.43YI MIN. -0.36 mumJ71 AP41(e) WALL MOUNTINGS COLING MOUNTi T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUN1 i BOOR MOUNTINGS FLOOR MOUNTING:, FLOOR MOUNTINGS WALL MOUNTINGS F3 0, WALL MOUNTINGS 0.0. Wall MOUNT1Na5 6.0. WALL MUUDIIINGS M, N, Od R y� & X IA. N. & R 54kX td, N. W & X P & 0 S&V SAtV S&V .".,Dan NnJUSE P',2'.F L1T7.'Fn + 1.('1d saej.11S.2F:W;Idl rm.LSwt NII41i tm g SL ow Ircat RL`CI;E me(pr 150.8431 hw. 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S5- - - 72 :U - - 6 �„c . - - 6 5 - - - - 12 I_ 12 IZ :0 BS 12 12 12 9.5 8 7 12 12 9 '6.5.5.5 9.a 12'-0" 12 t0 4.5 - - - 6 6 4 - - - 12 1. - - 6 9 7.9-c --. 12 7C I - - - 5 °3 :i.5- - - G 9 - - - 12 12 i7 '.59.5 6 '7 YZ 71 8.5 7 6 i2 1 9'7-9 6 . 5 4 +-1•_p• t7 1C - - - G 8 - - 12 fU - - 6 4.5 - - - 12 -5 - 6 5.5 - - 6 4-5 - - - - 12:32 12 IO.:fiS 7.5 1< 12 IO d 8.9 55 12 OS r ,5.9 5 4 -�- 35 - - 12 - - - :.S'J.5 - - - s 3 - - - - t2 t'l 12 9.5 8 6 12 12 'r.5 71•6 4,8 t2 9.5 E.5 5 4 3 12 - - = 5 - - - 12 - - - - 5 - - - - C• - - - - 12 12 i1 9 7,5 5 12 12 $Si7 G 4 12 7 G -S 4 - 1s'-0° G - - - - -• 12 - - - I1. - ,- - 6 i2 12 7C. 1.58.5 S.5 (1) HV BLADE OR tll ' HV BLADE W/ HV WINDOW BLADE WORKING IN UNISON* 1 STEEL. ,A:IC.�S a'usE ECJi R -�' on:atn to } NOTES Oh ANCHORS REQUIREME( S: 5V00f'. SU STRAITS: 1.ANCHO9q TO WAIL.,FLOOR CR SOLID WOW SOFFIT 94ALL D[AS FOLLOWS 3.';AMId4TE SHALL CONS OF IIIE FOLLO'NNC: -SOUINERN VJ E No,7 W/ - 1/4'P.TArOMl MOORS.AS H/,NWFCTLREQ 6Y LT.17.FULL)a W'/MIN SUV FM8ECMrNT AS INGCATED AT -CGUCL;FW i(/Ga0.50 -H SECT1r11 ON:JIEETY 10 U 17. -S'RUCE PINT qlT Nam W/GaC.13(Nas.) OMEPTION.SEE NOTE 2 Sn DW. -SPRULY PIXIE PR SOJ71(W/C-0.38(LUIS) 2.ANCNCRS M hQ-10W CEUf*SHtiL sE AS PER 1PSUN1INC TYPE U,WET 17 A170 SAA-'L CoromT OF -MIN. 1/2"CDX PLYWOOD(1998 APA) LAO 5CRedS AS PLN 40S TC15 SPECFIl! ONS. 4.mc40RS SPAT.eE wsTALLED reL'OWIND ALL CP THE RECOMNEN9Armis AND S'FT',CG,CAn045 uF 1),C lY:CJIOR'S MA14UFAC-JRER. FLORIDA BUILDING CODE(Ncn Higii VejCcit5 Hurricace Zone, ,,1L(�,'ir•L`•..........- e4 A23T7 IILTECO,INC. 02011 FAS7RN METAL SLIVrLY. •Nr. BERTHA HV '•• -Q S TM /11LIEC O INC. Accordion Shutter System : IAV. RAM#1 W/OR W/0 KV.VAN'DOJd(?LATE 1' TILLIT TESTING 7< ENGINEERING COMPANY AR16t�COTI Shutter Systems .N GESCa7f+n0�- DATE VRA*fJ L"': L.C. 'p'•.• i . ASSOCtOtion, Inc. 1 9_0 15-Ca5 7/27/1. DATE 07/27/17 035:p.R.3ft.S'.s1a ZOO•IN1304 mow%FLORnA 3116., -495 Phone:(305)E71-1:;10 re.:(30.57D71-Is31 4263 Westroods Drive 2 :457 •.;;�+�::•'" 44 LLL1 -0:lalewooa.con West Palm Bench. FL 17-107 33407 3 DRAWING NoED-00267,9 /QN�II.��p 11L''1 WALtLN A ML7 ',P.G 4 n0ROA Lk.t 44,07 S SHEET P.C. SERC/3iBi4ki41RE/U.4iE 6 1 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR j) HV & ;f% HV* BLADES AS APPLICABLE SHUTTER SP + — ORINSTALLATIONS T WOOD WI V B D ON Y SHALL ~"'�"F'N15" E LIMITED TO 05. S . DESIGN P SUE RATING, SEE SHEET A 9 FOR MAXSPAN & — -- —,/4 TAPCDFi OR A.S.D. DESIGN PRESSURE -RATING 0R N AL N I D �1 WORKING IN UNISON r' sAPCON '.wTH AUV4!dCEU �i ( T1': NIFORId TECHVCLOCY i', I• 1/4-0 TAPCON OR 7F/1 7/)'❑in.PENETRAHOti , [ 7APCA;1 WITH AD'VANOED THR&TIFORM TECHNOLOGY —.- ---- OF•THRFA7E0 AREA TO -I i r%7/ 1 1/;'W..PENfTRA7ION CF 1NREAO15 AREA FO EXISTING E%ISTNIS RCOR HEAP-1 V.000 HEADER. (tr£SCHEDULE ON SHLEi 19) l FTo�cus�'`s� �� ' �OR �' ` 1•` {SEE$CHITIULE 0`I SHEEI IS) i I I •.talo-20 3/4-S.S.VACHINE l CHFDU.E DN 9i1'T • ' � ��1a 18 r seReWS 7r/ 1/1,--20 Nuc^, I'—i•.Paa MAFE IDMr]— Imo'L7 0 12'O.C. P ON Sim 17 rC3 I a I� VAlttill 1• kt i 1 U n FXIS„ti0 i ELADES J)A-da 1 I I�\1 uV ! ,:•il'�I I I _.L_�EO LO•-{ cuss --I, nAiL7" L•%ISTI:iG N,RJ. �7 L LLLLJ�J.I��� 1 _ �-2"sd0 V:QUD /� I��{ .��, %I�TL•IC MIN, ' TC nHEADER RECUIRED �J�R 'C - i HE41ER REUUIRED 1, 1 IT'o TAPCON CF TAPCON WITH ADVANCED curs J.. vx$F7awa�o4 I I a I'I I'�--v 11 r/nR FEHE7HA CNCUFOLOGY THWACED AREA io ISar'3AS!"ON SET I UIN. SEPARAPCN TU CLASS ! � i l ;.%iSTRiC wC.,D HEADER. •1 FOR H.JE,DAV EXISMG a•'�—(SEE SCHF UE 04 Si=Er 11)—. 1 (SEE SCHEOe E ON SHEET;5) BIASES(I Qr� I � ��SHEET IS FGR Gl:•S.a—J..-..__. �_._ 2":d•COtEI. StL! _ Ir PLATF REOV �H WALL HEADER INSTALLATION � HV WALL SIL NS L 10 �1 HV WALL HEADER INSTALLATION — — h� - `J 1 w _''I EXISTING ---. • I `A'64 SEPARATION TO GL Si _...�! T SEPARAnOw:n 3 S - d.>,S,S �' i-^; Imo--- (SIE SCHEDULE ON $I-EET I1) MIN. PAPATIOti i0 GLASS 1� EXISTING .i (% SCIIEOULE ON$FIEEi 1:) EXnSTttVC ,1 K class-r " cAss—i Ei l'/DOLT Y,Fr.---j(SEE PCHEUULE ON`HEET 11) i t � 9 � I r: B ', 1/1-c-29x3/a"�.5. [ ' RE0-0 { . a •._�--�1f4`0-20s f/4' S. 61t,1'.Htl,E I ' 1, - MA_ 4SI NG 1 4^-20 NJTS 1 CKWL SCREE VI / `•• -•WA i1 ' i 1/4--20 NUTS 6 12', I 9 12'G.C.- • .�/ H I '�•tJ - 1303 `3 2"-4'CONI-� t. Ili O 1 W000 PLAT_ EQ Ea t It it -�- RED'D. ..' �.. -EO Fg1U\\\h11 it ,l,;I L C--I 4.0 TAPCON T R-.&IILON VII-41ADVANCED 1 -1/400 TAPCOn OR TAI'CON WITH ADVANCED 1.- 1 �,SILL PLATE 'i , L— '!i15TPGi WO II HEA.rfl.TiRATKIN OF {RJ,DLD 9-RFA TO S 1/a'o TAI'C04 OR !_OT3: ttI, THREADFORL1 TECHNOLOGY PIf '/2- - -1 -'"� _ RTC'D. (SCE SCIII RULE ON SHE`.7 15) 1 ! L '.b,,PFNETRNICN OF 7HREAOEU AREA tti?0 PLttS'CCC •`` TAPCON '11TH AJL'P.N[ D 1-SEE SHFET d FOR TYP CA r .t MPF$CHEDU2 ON SHEET 1C) 1 I!2 VIIN. CaX) THRFADFORM TECHNOLOGY SHLTTFR ASE[LELY. _ _„__.1- _ li _ eJALL IIN.SH EMSTMG M.M. 2'v4' , PLYWOOD RED �`� / N/ I "%rr.f'f1lETRATICN OF 2-LIOUITIVKG SECT IOIFS CAN FIE(� 1 ` STCas 0 16'0 P..MAX._ 1/11 MIN. COX FLYNOOD REO-3. WALL=1NIS:r�•TAR=AL`ED AFFA INTO PLYYI;}D] COF.1ciNED IN ANY VtA�iD i R=vD.Pur'Daa Tn EE (;EE SCHEDULE 04 SHIER 15) `U;T ANY INSTALLATION. I �fiV WALL SILL INSTALLATION `EXWIW NTN 2's4•STUD$0 16'U C. MAX. REO U A-TACHED TO STCeS IN WI-400D FO EE Af"ACHhL'TO SIUC6 IN ACCORDANCE ACC113N 23E l F'i 0 HV WALL SIL INSTALLATION ♦SEE J1'yi1, "s 0',iii CF wr,H SEC'!04 2308 OF itE F.R.C. F.BBION 23C8 OF THE RUDE 4 ON 91Ec^^,1s; �HV WALL SILL INSTALLATION CCFLORIDA BUILDING CODE NT.n Hiqh Vdocily Hurricane Zone 111FTT•l•'1 GTR A. P/•✓�p�.. +7017 TILTECC.14C. 1E.2017 EASTERN METAL SUPPLY, INC a �rBERTHA H 'v� ~ A S S A Accordion Shutter System # - 1 L E C O �. . . . . I1 V, ma IE#1 W/Oil K%0 H.V. K7NDt7N BUDS American Shutter Systems TILLIT TESTING k ENGINEERING COMPANY Y NJ—OEse FPn014 DAT DRAWN 6: LC. I mo` '•. 7� ; 6795 Nb.7811.a4.5u.dot,lFCN'A G4i:0i$i10AAa 3:1G Assoclatlon, Inc. , 0-0 1$-085 7/27/L ORIF: 07/27/17 'of :hone.(305)171-u D.Far.(300171-ry,I 4268 Weslroncs Drive 7 DPi11.YANG No e-mall:IU.ocaCao'.rnm 'Nest Pnlrc: 6ecch, FL 33407 s 1,51 D-e9c6ns 17-107 JCS ¢¢qq���y4 WALTER.A MV-r.r.F d N.E. �1 Al/� �Ttiti'rJt��/C'hTE ncRIDA le.P 441117 3 SHEET 6 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR r1 HV & 14 HV* BLADES TAS APPLICABLE) WAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WJTH HV BEWDE a) ONLY VIAM FINIS-11 SHALL BE LIMITED TO 105,0 psf. A.S.D. DESIGN PRESSURE' AG SE SHEET 19 FOR MAX SPAN 8c DESIGN LOAD FOR INSTALLATION WITH BLADE 1 A�1 QRKING IN UNISON ' f 1Jt'D IAPCO"1 OR '. _ -Ep- LU-7—y'MRI. _ TAPC:H:%ATI, rwhY.NCET) 4':3'(M�n.)EXIS'iIYO THREJtDFORk TECF'NOLCia'�' WOOD UCAV REQUIRED. -� —ji—.__ _EOGE (IF X PLICAe E) 1 1,12*Id: PENLTRATION STRUCTURAL ADEQUACY NIRESCi.11 AP,EA(0 _ i/4'o-20u5/4'S.S. 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BERTHA i1i M1 TM A Accordion Shutter System SSA ■ O �N o. ■ ■ �.v, afiM 01 w/OR w/o tLv taTlmaw erre American Shutter Systems •y i4 'd� TILLIT TESTING. $ ENGINEERING COMPANY EV._ -0SCANF7i0N rATr CRO&N Fr: L.C. _��•, ,C' _ ;'�. 6A9%.W..l&•a.Et.ffia,d05,Wi,:NIA GNII$?LS,rWR➢4 331 A560CiOtiaga Inc. 1 CLD i5-065 :7/27/1/ GATE, 07/0%17 Fllcne:;»snd1-15a Fc :(305?871-1537 4258 Westrcnds Crive 2 '•••...•'�� 1�;• o-91;o:Hecu000.e:N PIH:;t Palm Beach, FL 3340'/ 3 DRAM"NG No pI'�RL E6 .t A-rTCe7,0 WALTER A.TILL([j,P.E. 4 17-107 FLORIDA Ln,9 44167 5 P.E. Sb L%SIGN,ITURE/MIE s SHEET OF 20 END INSTALLATIONS L11 HV BLADE OR WINDOW BLADE INTO 2"x4" MIN WOOD STUDS Y•1 kti O YD 2•N"141. (' r MIS M0,11 1.030 SVGS I/.. !YP."' - CIS WIMM�aW \ /\ 11/ vi r:x o e•ae `� r•\ j ! • ria•ux r.ms oK w/ , rnm• i \I/! \ ! /{ S1Lms t!2"PSJirkVIU, �~ v�! \ i `\ % \ , •.") ! I�PaJ. 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DETAIL END CONNECTION DETAIL (j, END CONNEC ION DETAIL '321 FLORIDA BUILDING CODE(Nor High Velocity Hurricane Zore' ..,,{� @2DI7 EA-%TM LE_TAL SV?-Y,INC. `- •'�..ICE,ys�;•.,\v9 ` ���w��A■ B R � VTIn s Accordion Shutter System IL ECO �N�. 4 ' KV. �aoe#1 w/OR w/o H.V. Nraxw etaDE ' TII_LR TESTING ENGINEERING COMPANY American Shutter Systems EY.N DES(:RWYMN DAit IR49 1 111 a..r.. ��••• h1!9 lid.701n.1Z.SL ELLS,N90NA:y.OPoI$.RlD1dDA 7316tAS80CidtldpF Inc. t =_: 07/9!/'7 rh..e:(705)871-1576.Fuv: (305;8)1-,557 428E Ylestraads•LTrtve 2 —W-1:ntt.0.a.croa 4'doa =_ncii, 5 DRAWING No ss�pbAL E'G Es-cos>,e st Plm 8 FL 33 07 17-107 nx�R 7auT F.P.E. P.E. SEkl,%SIGNATURE/RITE Flc104 Lu►a(cr 6 'IiFFT QF 20 �{g�3 �",iz,�pJ • GENERAL LIWATIONS AND COMMONSOF USE FOR BERTHA I cSHOMEt §YM WORKING IN G ,�! I I.MhY.A.S.D.81904 PUSSVRE RATING:*110, -110 ps 1. L 7.VAX.SPUTTEF!SFW;9G' 1� 3.ALLOWED MOUT47 S:A.n.G&H ON SLEETS G,7;A;\FEL' AS - I — I _ MOV"' NLS N, G,T.Udo W ON SHEETS 1G!:17. avLY cEI.TERRu7Es(z (EDSH Wj LFT("��'!PRE ALLOWED TL4'CR(ZI✓! f Imo, tN A- r AL OR OP NG lA. T.IN .T OF U'P N0 DUST BE BJCLULED ONLY AT EXIEFOOR ACCESS SIDE OF , + I I � . ' C[NrETtVA E. 1 l l 4 A MV WNC0TF MADE, S`AL.ONLY ALLOW A MAXW W.Cf 0 CPEMNC.S TVI'.FJ..END ` , ` I I () 7771 (T•C HDLES)TDR f�4 PER Fe ADE Al SPACRtt:S SHCN'N CN S'IEEr a. (/44. MAX 5 A.NDGWS w ,� { , A I ,'� '�,I (8,M14.CLEMAVCE FROM :rP CR BOTTOM EDGE OF HV'RNOCW BIADE.h V.LC.W5 AT H.' I O:ANY 3b HCLE FCR�L4)SHAa BE 12'. Y,GIDOVI BLADE'I �� , �+I I ,`{ (C)FIRST OR LkT BTAM CCM$!O OJI FRCV STARMW AT ENDS VAT 0:HV 5 11 I I wremv BLAY(191 •°, II �! ,' (U)NN WINOHTN BLADE 1�!llt;T B-USED ,LTERNATE'TO A SCUD hV BLADE 0i TF.R000IIOJT SHJTTFR+YACTi. e 111 I A • �`�/,.,•}�I ,� s I e+ I I (E) N CEj:IjERVATFs SH,YL OF TH BE INSTALLED ADJACENT TOA SCUD FN fffhLR SIDE OF THEM. a P' "NUU999 ""'111 I �'S �•L� DI PNTERI iBIOF II FN MH'NC C SPALL LLE O.kV ED SO 1P TADS FAV CCN ECIIOt1 • , • 1 .5� /+1 �' s' 111E INTERIM OF EHE OFEN'NG tP.iNG PRUTF.CTE7.kV 1vIVCDW 'dUST BE DETAILS OV SHIFTS , 111 ;�F'§, 13aI1 I/• �� I I o I O'YCLY UI:;TALLL'AN]LOCKED USING A hN SETING TOOL PROVIOLD BY ASSA 1 G& f 8 ttP. ). FUJI HOC HT. 6.SEE.ANCHCk`-PACING SCHEDULE FOR INS;ALJA70;S!NTD WOOD FR-112 9 s1 i I BUILDINGS DN SHUT 15,AS LN.NILD BY S'AN AVD CCSIGN LOAD SCE NUIT.S `P 1`YPI '4�!� 1 II I y i 1 8 2 ABOVE). C o^ I 7.SEL ANCHOR S-=413 SCKFON J:STALLATIONS LIM PGUREO CONG.-ETE OR CONCRETE BLCCK WAi1 ON SHEETS 12&13 A,LWREO 8T SPAN PND DEMON LOAD(SEE VOTES 1 &2 A801 . 8. JIMIAULA SE?ARATIO4 TO GLASS SCHFDUL.0 PER AST&E-1996: (SFr PLVA rOR REUUtREUEI.S) �_ 1YF TOP Ar 60M.M lY })1 z oRf4'av(G;+(7,'� WMD 2GI1E MRIIVUM SEPARATION TCGLPSS —UNCI&RED L51LT— -_— —_._—I 1 THRO 3 ELEVATION "K LF?ARrA.W 70 aA's — — — — rX15TING GLASS-, :Er SCHLWIE CN 31-EET 11 FDR%NE; FCR EA.DZ L•( 1Jv/ TY1Pr2wi� _ J vW Ni -2 Wf j;� RIOR ONLY) AUA(SEE NOTE 4 ABOVE) « (sire a TY?. srM ETxGA ccNrRDai:s 4 moor..) TYPICAL (11 HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE t11&SHUTTER* LI,,IA„�a.T?CY.. A.T11, FLORIDA BUILDING CODE(Non Higr Velocity Hurricane Zone ,T1 ••”"•"" ,/ A+1C!7 7!LTECO, AC. EA TM METAL SUPPLY, INC. �jBERTHA TTA 1L c Q �N�. A■S■S.A■ Accordion Shutter System KV. BLACE#1 w/OR W/O KV. W.=W MADE 4,Q ; TILL IT TESTING & ENGINEERING COMPANY American Shutter Systems Lv. CESCRIP EOR DATE OWM W. L.r 12th.SL,SLG:J9, 3J'9 / Association, Inc. OLD Is-ass )7/27/1; CAJE: 07/27/17 ''••.r/ .•' Y B3fS.�.M'. tmUvk GN..'T5,:LOR,9a F?—:(305)871.I&M.ra.:(]0')871.1431 t Pol 'Nes OL,-t. L 33 2 GRAWING PIL t$ �C� r-ma':LT4cd9m,J.o9n L"iest PDIm Peoci, FL 33407 S/ONRL tiq" 8-0006719 17-107 'HALIr4 A 11LLG Jr.P.E. { ,••' FLMIjA r.,4 Hite? 5 SHEET F.F. SES /SIGNATUR�jD�.Tt s � - 9 OF 20 A%- 1!2'x'1.!135'THICK ,^ -! INSTALLATIONS W/ 11) HV BLADE & HV CENTERMATES �1 -IZ•�oE-'�x•;- 'Min.ASTM A-663 GR/.l;F 4D IJin. -VAti-c5_ �.^f Min.G-60 SAT 10"O ..- z MQ..-I a36 INLO METAL STUD WALLS * a :D>33•, T.- - Iii METAL STUDS A7 1G'0.C. ,,, /. � yh -1- g D a c. 40 47 s 11P ^o�W 1 --- - `- 1/2" / X75" � * 4t, 1/4"m NOMINAL GENERAL LIMITgTi0N5 AND CONDITIONS OF USE ALUMINUM SLEEVE LI 3ls.s I i1a.aa3s'TMCK Vi '43c A3o o 12 FOR_BE VI. RTHA I1)HV BLADE ACCORDIONS UTTER 6C63-T5 ALLOY CA0:1V.EIrEL iKACK CHAVNti SYSTEM INSTALLATION TO METAL STUD WALLS 0 ASTM A-1143 GRMIE 40"-_c-G,: SEPARATION TO GLASS SCHEDULE N 3.000 GAUJ&WED FASTD.ED TO Stub$ ; A ^� i I, \!Ox, --- •n/(2;ls.1/2'TEK SCREus CM 1 /Exi TING.FmIi �JJ , z 1. MAX. A.S.D..,UDESIGN PRESSURE RATING: 175, - 75 (psf) INTERIOR dt EXTERIOR FACE -A5 APP=1SLE '' I JI , a 2. MAX.f TXHUTTF.R SPAY: 84" WIND ZONE MINIMUM SEPARA71ON -4Sc LENGTH 1 1'F^ ' WN.SE-A+A'11N ; 3. ALLOWED MOUNTING: htS'ON THIS SHEEP, ASTM E-1996 TO GLASS EXISTING CLA:;S-+ 0 SUSS - 1= / —(SEE SCHE.OULEj 43 434 1J4"0-20X3" BOLT ' 4. ONLY ETIIERMATE 27 W//24�HV LOCK ARE ALLOWED 1 THRU 3 t" -� trlvJ MUST P,- -TRATE 3C 1 WITH 21 ARRANGECI)4 A S1�GMcYPoCA! IAYCUT. - 1 o USE Or (2)�35'(6" LONG, MINIMUM) MUST ALWAYS BE 4 4." dlal 6 7/t'x on3s^+HrK u;n.� A's VuLs" ' J .NCLUDED AT:i;T ,OR OR INTERIOR ACCESS SIDE OF ri_373'T rC94T.OI�V.SiCEI TRACK 174Ntra,; `as nn�ura?,,E ,; •--... ,, 1 CENTERMATE. 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