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HomeMy WebLinkAboutSET UP-INSTALLATIONF ;qIn-; lw pg 1. RERMI H.V, KCORIO N SHUTTER SYSTEM SHOWN ON THIS PROOVCT EVAWAlON DOLUHENT P.ED3 RAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6IN EDITION) BF INE ROW, BMDGWG CODE TINS ACCORDION SARUTTER SYSTEM SAIL. NOT E MAULED AT RON HURRICANE ZONES. O61GN WIND LOWS Stull. BE CETERMNED AS PER SECTOR 1620 OF THE ABOVE MEICONEG CODE. FOR A BASIC WND SPEED EOIORED BY IRE JUSSbCWN WHERE SHUTTER WILL BE RISTALLFD WITH A bRECIiONALITY FACIDR KU.O$5. USING ASCE 7-10 AMC SMLL NOT Marc TE MAC,,M (&S.0.) DESIGN PRESSURE C MNGE INDICATED ON SHEETS 11 THRU 15. 19 & 20, W ORDER TO NRIFY ME ABOVE CONaFEN, ULTDMTE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SMALL BE FIRST EDUCED 10 &S., DESWR WIND LOAD, BY MULMPLYNG THEM BY DO W ONDERTO COMPARE THESE W/ MM. (&S.0) DESIGN PRESSURE RAVINGS INDICATED ON SPEET5 11 1HRU Is 19 & M. M ORDER TO l4 N THAT COMPONENTS ARD MORONS ON THIS P.EO4 AS TESTED. WERE NOT OVER STRESSED, A 33 S INCREASE IN ALLOWED{£ STRESS FOR WIND LOADS WM Ha MSED IN THEIR MW.YSS, HOA'EYER, A WIND DURATION FACTOR CO-1.fi0 WAS USED FM VERIFICATION W FASTENERS N WIND. FO BERTHA WT KOmON CSCARIER SYSIEY'S ADEOLLKY R WVm AND LARGE IMPACT LOAD HAS OVER VERI IN ACCORDANCE WARN SECTION 1609.1.2 CA TALE ABOVE MFNT,NED CODE AS PER BE REPORTS: -KV BLADE QQ 10214.01-0, 11 /1C,D1-09, /1214,01-05. /0317.02-06. 10609.01-10 AAD IM10.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS ARC ACT, E-IB66 AND E-1996 STANDARDS (MISSILE LEVEE D. WIND ZONES 1, 2 & 3) & 11220,01-10 AS PER CAS MI. 203 & 203 PROTKOLS URGE FISSILE. -HY WINDOW FADE o /OR" 04-M AS PER ASTM E-IB86 µ0 E-1986 (M6SRE Mr L G WARD ZONES 1, 2. 3) BASIC PROTECTION ONLY AND / 0725.01-88 AS PER TAS 2M PRDTOCOL 2. HV BLAOEO MO IRA WINDOW RIME ® AE ENGWErerc TO WORK IN UNISON WMH EACH OTHER UNDER ME GENERAL LWGATIBNS MO CONDITIONS OF LEE PIDmAhD ON SKEET 19 & BQONA K.V. ACCONCON PINS (1N SCREWS), MSM AT MAOES KNUCKLE AND FOR dEtT MOMPT CONNECTION TO CRACKS SRyy BE /14Y 75 AND /14a1.75 RISFECINELY• 4ID-W 108MUY SESES STAIIRLESS STEEL SCREWS WIT TO WVELD STREAM Alm ISO ITENSILE C"c NGM. PINS s"A" BE MATED WICKBEEHA PN DKlm9NRFD COMING SYSTEM AS MANUFACTURED BY CCW MG MPMCAMNE' REGISTERED WTTH AMERICµ SINTER 51'STEIRS ASSOCIATION. PINS MOST BEµ INC WMWKING ON T,E, HEAD. APPROVED 4. ALL ALMIMMY FATWJSONS ,HUE BE NIMNUY ASSOCIATION ALLOT MD TEMPER AS INDICATED ON SHEETS 2 µ0 3. 6005-T5 ALLOT.YWI4UN YIELD STRjNGIII FOR 6pI:3-Tfi Al1W IS 30.0 4ai AND 35.7 bl FOR 5. ALL SCAM TO BE SEAMLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COMIC CARBON STEEL AS PER ON SO01B WILT SO bt N,, YIELD STRENGTH AND 90 Lcl MIN. TONS STRENGTH, SHILL COMPLY W/ DORIDA BUWK CODE SECTOR 241 I3A4. 6. BDLTS TO BE ASTM A-307 GALVANRED STEEL. OR A151 M4 OR 316 SHWTT STAINLESS SR,L WON 35 A4 MMWMY WELD SRONGGTK 7. SEE TALE FOLLOWING SXfCS MR MCHOR SPECF Cs=NS: HV BLADE () : 12.13.14.15 µTT 20 HY BUTTE O & ® WDRpNO W ORSON! 12, 13 & Ifi A INS BERTHA N.V. ACCORDION SNUFFER SYSTEM BEARS A VAS PAW 16'779,582. COMPONENTS OF MIS APPROVAL ME COVERED, IN WHOLE OR IN PARE BY US. PATENT /5'4%.179 TS4TIED 10 EASIER" METAL SLIFPLY. WC. 9. N SHAM. E THE RESPONSIBILITY OF NNE CONTRACTOR `oTEMI G � C0.ODUIMNDNES COF THE ��RE WHERE S NFENT M TO 8E ATTACKED TO INSURE PROPER µCH041GE CONmACmR TO SEAL�/Okmx ALL STUTTER COMPONENT EDGES WHICH REMAIN. WIT THE BOLOFm M PREVENT mho/RCN INMMSON. 10. E,CK UHT LUST SEEM PERMNAEM LABEL M A VISIBLE PUCE IBM WARNING AIDED O C PE00D5 OF NW WbatS WARNINGS NOE OYMER i[WNT. OR OD ENS RUST PNOERLY CLOSE AM. 1N AND "p CFHTERIMlES NIB CRIME OR LOCK ALL Try AND NO LOCKS, I'- SRMnCN MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATOR AT A MMON CRITICS, W ACMRONNE WTTH STO,aN 170.93 OF FLORIDA B1R AAG MC CN'E LABEL SWML aPLACED TOR EVERY OPENING. LABELING TO COMFY WTI, SECTION 1709.92 OF 111E FLORIDA S"NG CEDE 12. BERTHA KV. ACCORDION SNUFFER SSaL'S INSTALLATION SNAIL COMPLY WITH SECS INDICATED IN THIS DMWING PLUS ANY BUIbUm AND ZONMO ECULAIONS PROWC, BY ME JURISDCTION WHERE PERMIT IS APPLIED T0. 13. (0) THIS P.CD. PREPARED BY MIS ENGINEER IS GENERIC AND DOES NOT PROVIDE WFORMKTON FOR A STC SPECFlC PROTECT, I.O. "ERE THE SORE CONDITIONS DEVIATE FROM TE P.CD. (N) CONTRACTOR TO BE RESPONSIBLE FOR NE SE1EL110N, NRCLISE MD IN,TAMAcc, IN,,,,MC LIFE SAPETY OF TR15 PRODUCE BASED ON MIS P.Co.. PRO TOOD HE/SIM DOES NOT DEVITE FROM 1NE MNCUCS UCMMEG ON TARS DOEMOR T. CO`bTAUCTION SAFETY AT SITE IS THE COMONCOR•S RE514Y401M. (e) INDS P.E.D. WILL BE CGNSSERED NNA3ID F ALTERm W A,, MEANS ( j 9) SORE SPECIFIC�FOR THE PROPER USE OF TEE P O. ENCN� REGISTERED ECCI AAtmNGGAADR ARCHIRECT DELE CAMM" TEE pL,, ENGWCEN SMALL HE ENGINEER OF RSE,,NEDR PoE RN$ FOR TKE PROJECT AND UTTER THE SCE E *,CHBUNTINGSEFOR REVIEW. (4) ORIGINAL P.CO. SHALL BEAR THE DATE AND OPoaNAL SEAL AND SCRATE OF THE ERGINI OF RECORD THAT PREPARED M. TABLE OF CONTENTS GENERAL NOTES "I I SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPCNENTS 21-37 SKEET 3 TYPICAL SNIFTER ASSEMBLY 3B-44 SHEET 4 TYPKI.L mN00N BLADE & WINDOW DETAIL AREA 2: HV BAD l7 AND HV YMNDOW RI ADR Te (WHERE RE C Fl TYPICAL SHUTTER ELEVATION & NOTES ON LOGICS SHEET 5 INSTALUMON DETAILS A-F, CONCRETE/BLOCK SKEET 6 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SKEET 7 CENIEFLATE DETAILS HV SHEET B CENTURMATE ALTERNATING DETAILS IN SHEET 9 END CONNECTION CETALS I-r. MNCRETE/SWCK SHEET 10 MAKWLM SPAN TABLES SKEET 11 ANCHOR SCHE I CONCRETE & BLCCK SHEET 12 ANG OR SCHEDULE- CONCRETE & BLOCK SNEC 13 ANCHOR SCEDULE- CONCRETE & BLOCK SHUT 14 ANCHOR SCHEDULE- WOOD SHEET IS WSIALIATION DETAILS M-R. WOOD SKEET 16 INSTALLATION OCTMLS S-K, WOOD SHEET 17 ENO CONNECTION DETAILS 7-12 & X. WCOB AREA - HV WINDOW At 4Dc AA SKEET 16 ONIY TYPICAL SHUTTER ELEVATION AREA 4: HV WINDOW III AD C OON SKEET 19 Y D6TALLATION DETAILS. MEFAL SWO WALLS SKEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA ✓S OM17 IRRECO, MC EASTERN METAL EASTMETAL SUPPLY, INC. -.._ JCENSF�.A9" BERTHA VTM SCANN` A.S.S.A■ Accordion Shutter System ED - IL ECOEnc. LY.BADEoTdiLRwSRAY,erSVANIM System Lucie L7�/ fTAA 6� ? ; TIWT TESTING & ENGINEERING COMPANY American ShLLHer Systems PESCRPIINR urz La St.L • .� AV MAST. Eta D yR Ass"fa+lonA Inc. I OLD IS -OBE /27{I 07/27/17 ucie County : �� A°' `�o-fi P `(SGsm�> °P' 05 e71-153. 4268 Wes o0ds Drive 2 West POIm Beach, FL 33407 3 DRAWING NO .:sS�ONAI ERt'' W W A DWI". P.E. 17-107 P.E. SEtI4S16NAYURE/DATE ROC, Lx. ! m6] 5 .. . )DER US PATENT 1 5458179 VOFWWSON T 19 06 HV ADJ. FLDOR TRACK QUALIFIED FOR USE W/ HV 99 1.9F/' 9179 So 1.E6e' ]3jp• 1 11 HV GELLING HEADER O flED FOR USE W/ w [i140E i ONLY SEE SECTIONS FOR VAUO 6063-T6 ALLOY AND TEMPER pp= U SIDE ANGLG� OUAURED FOR USE W/ HV 0 8 R.• C I t • A. 3(�HV LNIV R A F DATER QUALIFIED FOR USE W/ HV BLADEQ 6005-75 ALLOY AND TEMPER HV HEADER/SI L OUAUFIED FOR USE W/ HV BtADEX1 ONL' 6063-TS ALLO AND TEMPE ALUMINUM ANGLES QUALIFIED FO$, USE W/ HV BLADE 1 ONLY. fi063-T6 ALLOY AN0 TEMPER �QUAUFlED FOR USE W HY BLADE (I �6063-T6 ALLOY A TEMPER- ©HV WALK —OVER TRACK OUAUFIED FOR U($]E W/ HV 6063-T6 80EARD TEMPER 12I/6• I 1/D'0.19]' MASTI 0.19r0.190- 0.19p•0.1]9' 0.131' OS HV 90•�180'�STARTER OUAUFlEO OR USE W/ HN BLADE 6063-TG ALLOY AND TEMPER .994' Dee, 6A] 8 1] .970 O9 HV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE Cil ONEv. (110 ML RAINGUARD QUALIFIED FOR U(($$�))E W1 HV 6063-76 ABlL�OYEAAp IEUPUL i ...... .. r�!/l = ' VCENSF;�✓p= ' TATE Of O� -fs '+�tilDt!.'aO+I\d i S./ONe.'...EN6�.1III\ P F �! i�IfAI S,I /fII.TC emn mrcm. p+c IL rEC O L6, A.S.S.A. American Shutter Systems Association. Inc. 4268 West cads Drive WeM POIm Beech. FL 3340. O 2017 EASTERN UDA, SUPPLY. M. BER A V,M Accordion Shutter System Nv. BADE Al W/ LR W/O NV. WINDOM BLADE TIWT TESTING @ ENGINEERING COMPANY ^u+ A.•. >« M- _>~ Tw .�:, wnpl�. v, (w])5,I-I] . m.: 1]0s)e)1-1551 -'"°e MI"°°°°'�" sum a mAn J.. PA. RO9d. M�. I N167 , e Leuwmal un Owrm sn L.e 1 aD 1s-oss r 1 nPip.: Duc D7/27/17 R s DRAWING No 1 %-1 07 _ A '9 FOR USE W/ NV BLADE ID& 6063-YO ALLOY AND TEMPER xAv � rRoxr akvATroH IACKER FOR "T" LOCK r;� N RMATE QUALIFIED FOR USE W/ W SLADEVONLY 6063-T6 ALLOY AND TEMPER ten e Das' t.211 1. 6� • p6R' � lE QUALIFIED FOR USE W/ HY BLADE I ONLY va 6p63-16 ALLOY AND TEMFEk I HD CENTERMATE W/ NO h¢0 ROD t & A r; QUALIFIED FOR USE W/ W BLADE 6063-T6 ALLOY AND TEMPER I@ LOCKING RODA OUALIFIEO FOR USE W/ TV BLADE 6063-TS ALLOY AND TEMPER )INSTALLATION WILL REQUIRE A 7/16 6063-TS /- IIm. 4--L� )5 P t HV 3/8"0-1& A( S.181 OUAUFI£O CFOR USE YI/ WBLADE IB& 6061-T4 ALLOY AND TENFER xf/Y 6-20 AISI 304 FRIES S S THUMBSCREW QUALIFIED FOR USE Yt/ MV BLADE UT HV EGRESS LOCK ODALIRED FOR USE W/ NV SEADEa& ® ONLY. —318_ ��60' AT7ER RNEIRfG BEFORE RATING t /4"9-20 RIVN(IT► (M.-KI &w* uR r,ARaC INP, ANA. AS MwurmmRIO In ANKL 6VY. RDK u C, orom 6R ONAt RNATIVE LOCK FOR USE IV/ RV 7E Q ONLY. 0.875. N:,. 1 .125- UP. g '. THVIDER N CM1IN6ER QR KEY 15 Wn CYLINOER )8No.. ® L[D LOCK By RECENT RAPMME. MORTISE LOCKS SERIES 23M HOOK BOLT LOCK. ^QUALIFIED FOR USE W/ NV BLADE(D& G all .Pyti �.�EEN,�iC)nly '1tf (p—,- TILUT TESTING & ENGINEERING COMPANY 6355 ".". aea.. sf. M.0P5 a6A sAmvlx novel .'I,I RVI-1530. Foa : CmI8» -an MKiEd A fiUT 1, PL. RO6tlY. LF. A a7 5 1� American ShUHer Systems Inc. 4268 Westmads Drive4RO'OI West POIm Beach, FL 33407 EASTOR METAL SUPPLY. INC. Eon M Accordion Shutter System Hv, tumE gT w/ ER w/o HV. WNDDN E ADE acuslFnml art DRA"N JJ :e07/17Association, :•Oc,.. sy /Ol#Rt� IItL � P F F�FAI A IOPSnnTr a a DRAW NG No ' 7-' 07 1 hj SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HY QI HV BLADE 1 ® HV BLADE IA ® HV LONG RECESSED NYLON BUSHING 0 W SHORT RECESSED NYLON BUSHING © HV NYLON HAT WASHER 44 HV KNEEL CARRIAGE NSI 302-303 SERIES 0.B70'a3/I6" THICK NYLON WHEEL. 0.188'0 AISI 302 SERIES S.S. RIVETS 4® NY 1 3/4' ACCORDION PIN W/ ge HEAD t © W 2 3/4' ACCORDION PIN W/ ®8 HEAD s ® POLYCARBONATE IMPACT RESISTANT W WINDOW nil-T115'o �I 1 EXTERIOR j ) 41 �41�-"� tJJ 4 T. o ©OR Q? ((g9 ®or yU3 i PEEWIRCYENM ! OOR ® j t liv �G 1 (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR HV @ BLADE. SHUTTER ,TICAL N (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT .. ASS MBLy EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O o0.]1P' BLADE WHEN CORRESPONDING TO INSTALLATION '11", SHEET 7. .0 , 0 (3) HV PIN ® OR ® W/ 1/2' O.D. 1/16" THICK S.S. WASHER M. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 'e> I HEET N.T.S. WHEEL CARRIAGE DETAIL M .s OR I ®JAY EXTERIOR NY PIN © OR(4C{6FE NOTE REWINELE ASESEMBIY Ay0 F.. rc ZA:,: `JGEN$�:+..9 = c1017 1LL]EGO, wc. .i• i ECO TILUT TESTING & ENGINEERING COMPANY • flY. re'�Mr� 4� Pf � V�\t R. S4 VS MaLW GFRM NMd ]] Ero^^ + Idp]IS <nl-ISLI . Po.: {]M1S)b)1-IUI ® e _ 1 ss/ONAIE ..... YMLRA A 1Wt JI. P.G R P.E. SEAL/SIGNATURF/rMTF 8 1 Uc 1 ]0167 .1lh4• 0614' BYAE A614' �f� e.a 0615 . 814' INC POSYT'nBONATE IIAPACT RG HY 1B4MAI!ZLON3103 POLYCARBONATEINSWSiAB1U2E0 GRADE OR SABIC INNOYATNE P1ASTiC LEXAN 10} RESIN (SEE NOTE "F" ON SHEET 19). POLYCARBONATE SOURCES FOR 4 IRIUt ANRg6 I� enovm R4Al DASN: SRNIC PLLn'I a1iY 0A2 nuv.. nm..su .i wn ,ary ii]oe w. i.+..w L "'NS' At WaµS Ae]cc t!Y 0]p YOJYp M+ Y]RA wl Lrn me.] Pv s eu a m Plrz Q PxnP] Ane en]] o-1 oex o-1 oAv �'al0a L]m elvn ica s eao »a PE'Y'SE ZIR$] Ken HIDI iPG00N2 R16ML BETOM \4ATHRPG ASM1 O]] 0kV PLL 00P0 FPA L{i�P WO M01 Pal !n40 Nl. AmS.S.A. American Shutter Systems Association, Inc. 4268 Weslroeds Drive West Palm Beach, FL 33407 Accordion Shut KV. BLADE p1 W/ OR N/O RV. AWING No 17-107 10 & FULL pmwttttttttttrtttttttt��tr�ritenie������ o• o� o• cP o� a ©� o. m. o m• a o o• a. m� ®•(D-,kga©•c)-@ 08 TYPICAL J) HV BLADE SHUTTER ELEVATION N.T.S. M OF CORNER CENTERMATE • NQH:5—fSN HV LOCKS AND CENT RMAT --'�\ 1. MANPAT4[iY C6NOIIION I1: ONE HV LOCK I& or es BE USED AT i(2 OF SHUTTER SPAN PoR ANY SPAN OR 12' A9DYE OR BEJ�pWcr �2 OFSHUTTER SPAVFOR SPANS UP TO f06', MO FOR WSFAll�DONS T ANY ELEVATKON. HV LOCIt ++��SS . BE USE, AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO ¢J1 OR s CENTERMATES ER EL iATION. 0 r t/2' LONG FIAT HEAD S.S. M.S. LOCATION OF LOCK SMI BE AS IND NUTTER ELEVATION. 2. IF DES R FOR SECURITY PURPOSES, UP 0 iYY{) tN,AT OATHSOR t2§ IAAY BE USED h5 P21 INSIDE OR OUTSIDE LOCK, CONNECf10N OF LOCKS TO CFNIERMATES �Y )R (te 6HA21 BE AS NO ,OG ON eE AS NOILA ON TOPICAL SHUTTER ELEVATION, MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). V -- ,�, �,,,.•„•� ��., 4. 'ONE NV LOCK �` SHALL BE USED AT CORNEA jEt�RMAT25'POR ANY SPAN AND INSfALUDONS AT OUTSIDE OR WSIOE LOCK, ATTACHED 0 23 CORNER CEH1ERUNTE W/(2) t/4 0-20 v 1/2• LONG FLAT HEM IS. MS. TNO LOOKING R005 �4 Ai TqP & 8,179 O OM _SHALL BE USED, LOCATION F LOCK SHRIL BE AS INCIGTEO FIN 1 moe c,ev.ODS /' ate. , n IV U UN 4YNIENMATES SHALL BE MADE W/ 1/4'0-20K3/4- µVI. RIVNUT AS SHOWN ON SECTION HVE, SHEET & GN LACK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. AA�� 6, Ma_NGTORV CONDITION IT MR ONE HY LOCK ,y or 01 @ SHALL BE USED AT 1/2 OF SNMER SPAN FOR ANY SPAN OR 12' ABOVE Oft BELOW t/2 OF SHUTTER SPAN FOR SPANS UP TO 960, AND FOR INSTALLATIONS AT ANT ElEVADON. NV LOCK 6 or ® 0, @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO @I or @ SYMMEiWCAL nanD mm W/ (2) 1/4'-20 r 1/2' LONG FIAT HIM S.S. MS, LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICµ SHUTTER ELEVAT,,,, USE OF LOCKING RODS � W/ %§ OR ® TOP AND BOTTOM IS COMPLETELY MANDATORY. IN WINGNUT 0R 0-20x1' SSAIS, INTO A11/4'0K 0/B' RNINUT.� CK NAYBE �HgALLEO AT MIDSPAN OR 12- MAKINVA ABOVE AND BELOW UESPAN. USE DF TWO LOOKING I, TOP AND BOTOM IS MANDATORY. ' S C ONE µTERNATE NO LOCK yy IMTRE USED N UEU Or HV LOCKS ay OR iDR ANY SPAN ANO INSTALIADONS AT ANY ETA�EV3,ADON, ALTERNATE HD. LOOK 8 MAY Be USED AS AN RaNFO NSIDE OR RCEME,R NOSERT � AS SHOWN ON SEC'HONSLOOK. ATTACHMM OF DH B R&AND HOC -IS NYG, SHEET 10. LOOK MAY BE INSrs L,, ATE MIOSPAN OR 12' II&VoWU Ba OW OR ABOVE MIDSPAN, USE OF LOOKING RODS 9IS COUPLEN.7.Y OPTIONAL �/ ✓ i•..9i} DM 7 TILTEW. NC. IL E:'OTxe. �Jh iv 4�YY y=a{4'r-t TILIAT TESTING & ENGINEERING COMPANY UM :tw. ]4n n. Sb: ]Of. NP'YG VAMJC RWeW.3J' vw�.: {aoslsN-Tsm , rA.: {ws7efr-]v1 b. PE .167 A.S.S.A. American Shutter Systems Association, Inc. 4268 Weetronds Drive West Palm Bench, FL 33407 KV. BADE g1 W/ OR W/O KV. AWING No 17-107 POURED ROUREI CGNCREIE WNCR REWIRED REOUA CONCRETE /A'CRORS - (SEE SCHEDUIS ON sNEE1 13) 1 � 1/2'i I F. 0.• RSO' uv.. I, �. iiT iE -CONCRETE ANWORS (SEE SCNFARE W SHEET u) w 1 I B (ER raunT.x ®w sxm >) 1' M:rr. E I/4'v-20x3//4' S.S. MADHOtE SLp s WING 1/4 -20 NUTS O 12' G.C. 73 w 76 1! r3so'uvc � � ctmowa n aAs � T ur EXISTING r^"a*�1°E � t I 1 OR YN. SEPARAMIN 10 GVSS I SN+G : I (SEE SCNEDUU ON SHEET It) 1 CUES�i A V WALL HEADER INST OB HV WALL HEADER INSTALLATION + KEMONE E.Gmu�G / mD.SII'a�°'fa 1 1 OR IW / w...e a ge ` ua. SEPARFIIOrt ro SEI (E S[XEOUtE ON SHEETM 11) w 9QI t01W ©HV WALL HEADER INSTALLATION UN SEPA MN TO-Gw5 —(SEE SCHEDULE w SHEET 11) N/mmep �) OnSTNG awss-_ I f oPnON/i ' GPTWJd� II 1//' �i CL,.___' I = ' � 'i '�_ I i tt E �-omonu Nw. !o:• - E. o.• 1 Fla..r , h 13 w 15 12w14` \-CONCRETE ATtCIfORs j Ea E MU UI E WPM UUU �w 18 �_/ '/ CONCRETE ANCH0f5 1/.'a-20d . L-igum (SEE SCN£WLE 04 SHEET 1. 1//'-20 NUTSt-(SEE SCHEDULE ON "M WCNINEP]CRflys POURED CONdtEIE 13) Vie. POLWED CONCRETE si,m 13) W/ 1/4`-20 NUTS O 12' V.C. CONCRETE BLOCK W REWIRE° HV WALL SILL INSTALLATION _. (� W aR COwgETE MMN xkp°�W REO CWCRIM SNEE! 14y OHV WALL SILL INSTA TION OR CONCRETE SLOG( \ u.}E [OR WA ` GURED EQ HV WALL SILL INSTALLATION tOMRMe1pN Oi <fCflOuq I- SEE SNr8T4rmiITPICµSXOna • INSTALLATION DETAILS W/ ASSEMBLY 3- YWNTMc SFCTIONs CM BE COMBINED IN AN'I WAY TO SUN AYY INSIA TON. 4 0. EDGE mSIANCE (SEE SPEGfICAiION$ ON SNF£T IJ) A AA4 ♦ WE UM Eo OF USE FDA OUOE spry SMFET IS /�� HV BLADE FA. fill FLORNA BUILDING CODE(Non High Velocity Hurricane Zone \\\' a' ` : ' JCENSA(`:•, `'9 02017 MTECa M. 02017 EASTERN META, suPPLr. OTC. ZI �L ■- A A S S Q ■ ■ ■ ■ ERT TM Accordion Shutter stem aenE • American $}IONBT $Y9}BRIS Hv. BLADE pl w/ OR w/o IEv. xlraox V w� r �T\\L �•••'•.. TIWT TESTING § ENGINEERING COMPANY Association, IrIC. Ly. K pE>C1nVIWx 0Art maul BC La. DRIUPi \C4 . Gu a rLap4 WI 1 OID TS-DBS 7/27/1 G W/27/17 •�'�c �1^ s'ONAL'O Bnw : (>m)ml-+s]o . [m : (>m)e71_Iv1 4268 WestroadB Oriva 7 '' ®lypoejip ' West Palm Beoch, Fl 33407 > nRAWING No �•.//i/.A•"",', NALT(R a Tau, ,,. P.E. . 17-107 D C fCni /crr,r,n rn� /n.m RWtoA Uc I .167 _ _ CONCRETE 1 (SEE SCNEWLE ON sNEEf 13) ; . I I 1 OR `lh� ' -- REWetm mm•• a 1 `lm mmAE I [6GE F t 9m 99M� i a' E1I1sT 16mlpi® me'�Aae°' � sum ,0 rava�T ,ij 9 KICKWIECOMIRS lW'.iaN i i r { 11 DR f 3 oR 1 T (aMRS NE% W12"O.. i j r 1' OlE`�R tEK SCREa4 0 1P• O.G J MWOREEE ANCHORS 8 �'F r EOGE Di /�C - 7 (SEE WKOxta ON SNEE] 13) ; E MPUCO J GLISS-- EDGf G� ' r ` I - • - "' SIIAB 6 APO XJPtE i f/E• )I 1• I , '• APIJZ. 0 =EO. SiiPl�ib.9l[RED . t�i m�i W¢@rro PoORm +' C EiE a• CONCRETE PUT HEAD CONCRETE ANCfIpRS ' a Re[T O a 1 0 CONCRCIE R rRED RV%AKD (SEE SCHEDULE ON SNEQ 14) MT MEAD cc.L McNORs REWIRED - . 0.• E. 0.• (SFr SCNMUIE ON SMEEi 11) Ii TRENCH Y FOR INSTALLATION CCT HV CEILING INSTALLA O HV FLOOR INSTALLATION t HV WALK —OVER INSTALLATION MMUOU PRESSURE RATNG h FOR SPANS PER TION SCHEDULE 13 SHEET 11 /.1 CONCRETE ASNORSa ro r J Ll (SEE T IS) 0.tl tZHEDUm —fsF ssqu0 j EXISI:NG I 3 I OOSENG SXEEI/99 Wert/ aa¢t ,a j O EASTIND— c1As5 DUS$rsuseP°A: I ve . vmmMn o e- vAx. oc rw ,v m a<• s»N ua r'T ,/J. ac rei SPRIS d OM !'AS' ���pp�� 12!M v 110 I r�Aflf)FR ,CNT 8 3' OR i i „ WIASNERr HE E 0 ` it 1�DR rat 1 a 3 6 IM auaa lu 3/.' rrrx xns t s e' w.. o tt act fI TFX SCREMS 0 9. O C 1 `Sje OR I/9-P RO Ss u S CO1ICP.EIE erICNORS y / 6 . ]O J/ /143/9• sDS. I r _ W NUT o s- o c MEEErsauomE on a i� T o s' o. c 1/z ___ ' ( 1/9• `'. t �p /.•.-Rp3/.• a Is up(. • u6RY ,/.•._XI Nun e Ir ac n EDGE OF r/ 7 DR 18 1/2•Lf- I 17 f8 200 MIN. SIAB F, i 1:. ED. ) ad @EOAAa.E i 1/e' .. 1 7/6' 11 IJ MPUCPBtE t \ \ I19a3/P 614 SB.S, MIN. . `roNCREIE NrdfORS `• O 9' D.C. R MCOIOIRE ED. POURED WNC ISM SCNEMAX ON OR SMECE IM �-' SEE HOE, IS(e) •~ D. OR POURED W OCN SNF£T 1.) PoURED CONpt[fE OR phET f - •• "'—"—{— o. REWIRE) OR CONCRST IitMX MR,CRETE 0 IF 00INSTALLATIONREDuiRm KEYSTONE MOUNTIN INCTA I eTION REWIRE)© HV WALL WALK —OVER INUA1 I ATION YVNW Asa s�I PussoE:.6.; n ov RAavIu1 slartlW mAx a-Ir �- V I GU AL ON t ROM. y t NO IMAIAAnav S DE ' E. D. EDGE DISTAICE REIRWABLE Ia,n1 PERP MEO I- SEE SHEET 4 FOR 1YPM.,L SNtTER (SEE SPE<IFlG11pNs ON SHEET 13) OR TO M OPEPaflLE ENR ♦ ME <AARONS OF' FOR ASSEMBLY `II WINSTALLATION DETAILS W/ (D BY BLADE M 0.ANYAY TO SUIT ANY NSLAWWE6 AnON.II ER A fLORIDA *R6L '• O •y?9: C O BUILDING CODE (Non High Ve)Dc( r ne ZoneUCEhjS 020171LIM, C DM1) GSERN YETK SVPPEYNc- BERMA-RVE. ) A S S A RV. antE NI W/ OR ILE Accordion Shutter System W/0 KV. WNDDN %AX + 90 TILUT TESTING 8 ENGINEERING COMPANY American Shutter Systems , N DE:alma,,, Datt ww.N o. E.e Q 2 '� y •.. ORIOP .+,QY� a' e"s "c wR. st sr. ,ms xRcuA Assoelatlanr Inc. • , DMaln, n6ReA v1 1 OLD 15-085 ]RT t GTE: O]/3)/t) !�.: (ws)en-Ism. rm: tyv)s)1_fa1 4266 WasUoaCs Crive x HEJ /ONALENG,,a' Ma'M06,12 West PDIm Beach, FL 33407 3 CRAV�APNG No ` `r• rrr)N�" MKiA A IILR Jq P.E r / � 1 OP r P C CrAl IE CAA I ine )aA� IIDfED6 Lq, / 9af67 _ r IEF—EN12 WALL ONN ?r INSTALLATIONS WZCl)Y =2N9�w «Roos° °P° OUT I N f—EN51InG � *; Avo L,ERx4iE N, � ®o<, sXs BLADE W HV CENTERMATES fAIiFRWTES DVHX-TTgx MM BIME© ©«®«® Qa®«lo •®« OR SEE END WALL DONNE TION ©•O.©«© O•®« FocanN9 wnss DETAI c ON H r ©•©a�. �PO.®A----------------------1--------- j 212'.1/e',O'-2 t O'® Q•® ® Q-----2-------- (Wv-To D4. .un.. I 8 9 a 1 . 5 a 1H' 2- s ,/p uzTc N/ 2) V4 a r4box In• I I um,brs ro cucRI «®•® MET YC try/eorrou) e ! CE T R TES (4Po.1/2• srs ro feeE /IO.a/4• s.MS. 0 12- CE ERMA ES OQ Euu UN9xl. I W V o M ARAGEN ♦i GCX AY2LE (IYP) I W/ HVHV LONT cK or ro s 5 35 * IN 3 3 `ONEsnm II E *- - - -- - - - - - - ---� - - -- ------ �I t G t 5 Q P 1 r '® 3 ®' `E9P6 ®«®«© O« B-) 10 ®« our lo•®q©.®a®.®q HVA t P ® HVB ®- HVC ©•O • ©-(D-o- E;i , «�4l®mil« ^'O to •®^: �Exlmxc GUSs •-POUR EiE NORMELM OR ENlmlro ©«@' ©PQ. �® af - - - - " - - - I D - «_a©ryR/5�j'' �« _ _q Eou Eo rGtA55 ��®a Q9.®«� 'tLEXImN SYM IN �•Q'V«�•O•SEPDRAl19V— �� clAss b W EN TEROMATES— ®• Q © Q Q ®« (SEE sa,moLE 5 r t- - i- C-- t 1 8 a l 8 a 8 TO CL155 INTO GU559N a®•® ®P * I (INRWOR) O•©q O•Q3a�.Q$ ON SXEET II) (sCC XXEOULE IN CK OPRONSL on smE 11) (INTERIOR) ---___- — — — _ -- L-our -- ANCHORS x t t 1CONCRETE o t ® P =. 18 O.C. s 3 _ 3 vuuEs „1 s 0 our fi 1/2' wX. SUCK HVD oUT E%ER ORy I ,,, FIVE HVF** CA A. RORM BUILDING CODE Non High Velocity Hurricane Zone' 4J1 �P�'�jCENSF••.;✓9 O2on 74TEO0' K. ®z91a EASIEPoV NEIDL SUPPLY. INC. BERT A VTM IL E C ■ O E■a. A S S Accordion Shutter S stem ■ ■ r NV. MADE RI W/ oR W/0 NV. WN70H RAGE American Shutter Systems TILLR TESTING k ENGINEERING COMPANY 2acvmr0x Un ownx 2c Lc ua IAV. xv. a 0. as vmu O*44`+e. rue. aAle Association. Inc. 1 01➢ Is-OBs 7/22/I w2 oT/2:/1T Flme : (J2a):PI-Ivo - rq : (xskn_.v1 4268 Westroods Drive x DRAWING No �NALEN�'�11",'j111 ®xo22sa West Palm Beaeh, FL 77407 s 1j1 NrtaR z *aur n. P,L t %-t 07 P.E.' SEALJSIONATI)RE/DATE n0.mM1 °`144107 s SHEET 8 OF 20 AA-LLISN81t IMSIALLAIJONV"" OC 0 MALE/FEMALE 'T' LOCKS CENTERMAT S n & LOCKERS 4 W/ (1) HV BLADE SEE ENO CONNECTION DETAILS ON SHEETS IO A IS OUT IN 4' fivr<Osvc. Bnu. Ms. aButm av vm 4 ( u aaL as vm+w6.,. nONaB mAum a]A. ,ao-vro . � ®�©• Dab le .®s B@OBle w Tt$ � B.. � � � 4� .L�a. i ©•O•©d©•p•®d L------------------------ nuw+rur.creJ no-]6r srs B lr, ---------_-- G ML LliRlf � $ '� k1i /30 HV "T- - IN E « sa xort 6 row .v Laa® . T LO^.Y W P2LT S. 1 SLAi6 BN. LZ Om•-n w.M uxc nuAc nw vac] mrm]. B]xf I o6]B. K YNW[.CNpjp BAY➢!L CK1M 1[aTB4l .W54RIR. it IFASC/ mu. w cBBa R ©0 HV "T- LOCK (OUTSIDE) P.E- � OUT e-20 x i I/2" S.S. M.S. 7/8"D x 3/32" WIHGNUT. u"r* INSTALLATION (T) HV BLADE W/ HD CENTERMATES & , a 61 --------�---- x ------- ----- I.I ,Lx. � IN` t•I Nx. IL EC0,Na. TILUT TESTING @ ENGINEERING COMPANY �. Q• ; IA '�� 6 Y... ]4A 9 Aa d V.W-•W GrABa6, M n b ,, -raw: Mlrteeeat.Bm n WC 1hATC wum w ]urt . B.E. n9rJW Lk. � N16] 'E ..: IiJ. o-k-W .- A.S.S.A. Amertcan Shutter Systems Assoctotlon, Inc. 4268 Vlestrwds Drive West Pclm Beech. FL 33407 HDC—HVC S7R lA1 €TRICAL HD cuTrvu W� �P, L�K ONT RIOR) �mw,aw uma m®..B®mawvul6 �� uNOSM1 /YMI'f0 p/� WLL KA-�,A 9 wiA I[9 ql L[HRANR MR41Y16 .IM fl/dfQ HV HALE @, W/ OR W/o HV. AWNG NO 17-10 POURED C0.VCRETE OR � REQUIRED BLOCK WALL REO CONCRETE A-.7c. -EXISTING GLASS } s.c. o 1 z• U.N. EG EO TO O CLASS � 1 I {/4 YM. O ,6' O.C. I 1 OR QAT —POURED WNCRETE OR CONCRETE BLOCK WALL REMIWb ! �— �F'aaTINO OL158 r i\ To anu Corr to oR it Too a+As q) II r" DV SxEEr B Rxt J � 1 I BLOCK WALL REgpRED GRASS �ERASTWa j r aN �10 aA5$(52 �•• I T� I 4 UGE 1' OR O 16' O.C. L j _—_—_<� (E.- I CupANGLE —_� (6083-16 ALL0ITE ALLOY) AT ME00 _—_ ' (I) p0.1/2- s.Ys Top& (2)1/4'0 TAPCONS ANCHORS To SEE DUAL % r WALL AT I. O.C. (LOCATE AT I SIDE COWECTI N 1 OR �' NTNER WOE OFp) SEE DUAL rON 1 OR Qr�' to TRAc S 1 OR SIDE CONNECOpN TO (RACKS . B . w B ' ®-�-�=/�l'YSEE DEEM X -----z— CLASS O.C. — — X' YW. I 5 I 1 OR POURED CONCRETE OR CONCRETE BROOK WALL t REQUIRED O T I .®- 10•®-©'®'©'©- 5,0E CO, EEC 6 TO END CONK CTION DETAI Oa CONNECTION ' CONNECTION DETAIL 20 03 END CONK �TION D DNCREiE 0R J REQUIREDINII.Y FOR yMl$ GREW¶ RE(UREEO BLOCK WALL ! UO GLASS yam\ i O 16' D.C. I --- 1 EO OR Wx UNfi non Or USO fat WADE L'-NON sNEEr la (gOR®OR(qOR@OR( _VIEW PLAN DETAIL % b50NG GRASS --ri "_ FLORIDA BUILDING 000E Non High VelDcit Hurricane Zane }`I �: 'vGENSF•.•• q - ezon RArz ®zmT TAs1ERN unu suwLY, INC. *'S'�.-� '• IL� ASSA B T te TY Accordion Shutter System. ■ ■ ■ ■ wv. ELI p1 W OR W/O RV. W INM ante 'P�'•,!-""�� .0 Q. TIWT TESTING &ENGINEERING COMPANY American ShaMer SYgteR19 ry_ Maw _ N.. 4A B..153 �: RORO, s : AssociationAa Inc.iDr; O D ,6-083 /11 I wRc a)/¢T/n 5) (JO � RR PAoy : Rws)en-usD , ro.: (sm)en_Isa, - -•s��(yAL 4268 Weatrocds Dnve West A E�j4 .A� �I �a°IL°m Palm Beach• FL 3340, s DRAWING No • /lI///�"I/� kALUR A TGUR.It. P.E. �P 17-1D/ / D r cFel lcicuemor An..rr r1,oRDt � 0 44,67 MAXIMUM SHUTTER SPAN 'L+" OR "L-" (fL). FOR INSTALLATIONS W/ CENTERMATES. @ & ® or or W/ ONE H.Y. LOCK 0 or 0 or or HD LOCK ® tV/ NO LOCKING ROBS or CENTERM28 29 W/ ONE f@i' LOCK 30 W/TV10 LONG RODS 35 EE ma Pm-) ,yTOP G&80170M CONA & hod INSTAIIATpNS O WALL YWNrlltb ROORJCDUM1G Y IDWC Ctt- 30 OR LES I6'-0" 1 16'-0' Ie'-0' 1 16'- 9' 35 14'-10` 11IA'-IW IY-2• I6*-W 40 13'-10' IS-10' 14'-2' W-2, 45 13'-l' I3'-1' 13'-4` 14'-Y 50 12'-5' 12'-5 z2'-g' I}'-4" 55 11'-IV II*-10' 12'-)' 12'-11' IV-4- 11'-7" 12'-4' 65 10'-10' IV-10• It'-i' it'-111 70 10'-6' 10'-6' IV-9, w-S• 75 10'-i' 10'-1' 10'-4• U'-1' 809'-10"9' 85 90 9'-3' 9'-3` 9'-5' NY-1. 95 9'-0" e'-9" 9'-2" 9'-10" too 1'-9 1 6'-4' 9'-a 9-7- IDS e'-T T-fY e'-9' 9'-4' vD a._a. 6'-2• r-3' 6'-r 6•-n• 120 8'-9" 6'-n' 6'-2- e'-9' 5 7'-,a' 6'-w e'-w 130 7 - 135 7'-7' 1 V-2' 140 7'-5' 1 5'-Il' T-]'1 7'-6' 145 7'-3" f 5'-9" T-5• T-3' 150 7'-Z' 1 5'-7• 7'-4' 1 1--0' 155 7'-0' 1 W-5• 7-2 1.-,. 6'-9' I60 6'-i i' 5'-2' 7'-t• 6'-7' 165 C-!9' 5'-t• 7'-T 6'-4- 170 6'-9' W-it" V-2' 175 8'-T 0-9` E'-9• 6-0" 180 8'-5' 4'-6' V-B 5'-10" 165 6'-5' 4'-6' 6'-7- 5'-8' 190 6'-A1 9'-5' 6'-6` 5'-6• 195 6'-]• t'-3' 6'-5- 5'-5• 200 6'-2' 4'-2' 6'-4' S'-3' 205 6'-!- 4'-1" 6'-Y S'-1' NA%IMUM SHUTTER SPAN* 'L+' OR •L- (ft.). FOR TALONSW/ INSTALLATIONS 14V LOCK Or 6 LOCH O14Vor W/ NO LOCKING RODS (SEE NOTES T. Tt) uwuw Ain a�� rt4TWi (A.arJ (. w -) CONCRETE tr N'Wp F`41 UAx+fiA A FLo9Waawo w6Nnsc L4 W L-ma 35 F-4,0n'-TW Ft'-t9I I'-4' 1 65 IO'-l0• 19'-to' 70 75 80 85 s'-5• 9'-6' 90 9'-3' 9'-3` 95 9'-0' 1'-9' 100 V-9" 8'-4' 105 8'-7• T-11' _ ' 7'-7' 115 6'-2' 7'-3 120 W-0' Y-If' 175 Y-10' T-e' 6'-5' 135 7'-7- W-21 140 7'-5- 1'-11. 145 7'-3• Y-9' 150 V-2' 5'-7' 160 160 6'-1t• W-5' 5'-2' 1 5'-19' S'-I• I707O 6'-9' s'-it' 175 W-7- 4'-9- 180 6'-8' 4--a- IRS 6'-Y 4'-6' ISO 6'-4' 4"-s- HIS 6'-3' 4'-Y 2CO 6'-2' V-2' 205 6'-1' 4NA N AXIMUM SHUTTER sPA,* "L+- R -L-" (ft.) INSTALLATIONS W M & W/ ONE HV LOCKS OR W/ NO LOCKING ODS (VAUO FOR MOUNTING Q SHNET 7) CO RUIETE AsA IrMAIIATWNS W�Yq M9F(CLWN9 )1011Iw., x.) OR U m L-(ID SO 35 95 IS' -A 14'-T 66 A'-)' I1L11' 60 10'-2' ID'_il' 65 9'-5• W-1• 70 8'-9'1 9-4- 75 e'-9" IN= AH 4nGN !C[fN CONCRETE & WOOD MANSORY WALL A. 0, C, 0. E. M. N, 0. P. 0. MOUNTING F, K &' L R. S, & V. FLOOR/CEILING MOUNTING G, H. I. 11. J T, U, W & % & M 0 MAXIMUM SHUTTER $PAN 'W DR -L-' FOR INSTAU1WfIS INTO H000 SNA3L. BE UNITED TO 105 Pst. AS.M DESIGN PRESSURE R.AnNO 1 W CORNER CENTERMATE 13 MAY SE USED AT ALL MOUNTING WSI<UAHI LONG SPEdAGA CKITWNs SNALL BE AS INDICATED ON MAN6Ai0RY CONOmON /2 TIGHT @5, SHEET 5. I tExcPT THAT IAAWMUM SHUTTER SPAN 'Li OR 'L--' AND MAXIMUM AS.O. DEWING PRESSURE RATING FOR INSTAUATOMS INTO COtC1>ETE OR CONCRETE BLOC( SIWL BE UNITED AS IbLLgK; t- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 P.a.l. AND e'_0' SPAN, SEE MOUNTING Q ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" O HV BLADE FLORIDA BI OW7 TITEW. INC. T EEc A.S.S.A. TILUT TESTING & ENGINEERING COMPANY American Shutter Systems .M 11M.]6R Is, ..`J.. saw'A rA6ppN3. H/gg4 U141 Association. Inc. Ph— (J05)671-15]0. Fc.: (M)911_1531 4268 Westrooa5 ErN6 I- . !6-amn719 West Palm Beach, FL 33407 I&M A INIT b. PS. FLORID, Uc 1 N167 (I) L+: MAXIMUM ALLOWABLE $PAN FOR A GIVEN POS IRE ASA. DESIGN PRESSURE RATING, L-: IAA%. ALLOWABLE SPAN FOR A GIVEN NEGATIVE AS.M DESIGN PRESSURE RATLNG, (2) PROCEDURE TO DETENMWE IMIUUM EPA, FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLCOR/CEWNG: GIVEN A POSANi ASO. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L+' FROM SCHEDULE. CNEN A,ECANIN AS.O. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L- FROM SCHEDULE. FINK. MUONUM ALLOWABLE SPAN IS EOUA TO THE MINIMUM DETERMINED SPAN BETWEEN 'L+' AND 'L-'. (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINAPONS IN BETWEEN WALL MOUNDNCS W/ FLOOR/CEWNG MOVNIWGS: FOR A GIVEN POSRNE AS.D. DESIGN PRESSURE RATING: DETERMINE: Ll+a MAX. SPAN FOR WALL UWWINO WSTALLATIpNS. LT+- MAX. SPAN FOR BOOR/CEILNG MOUNTWC INSTNLATONs. TOR A GIVEN NEGATIVE AS.D, DESGN PRESSURE RA11NG: DETERMINE: U-d MAX. SPAN FOR WALL MWINSTALLATIONS. MAX. SPAN FOR FLOOR/CEILING UNG MWNTNG WUASTA1.LAnoIXs. FINAL MAXINUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 'L1+'. -U+. 11-- AND 'U-• (4) GO TO ANCHOR SCHEDULE W1M HNAL MAXIMUM PLLOWABIE SPAN AND NEGATIVE AS.O. DESIGN PRESSURE RATING TO DETERMINE UAWl1W ANCHOR INC. Accordion Shutter System MADE p1 W/ OR W/O RV. 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ANONI TO $ VoUTE 941E BE AS FOLLOWS (A) To cUWWG POURED CONa I[ (Yin. fC - 3 m7 ANCHORS SPACND IRGMr, - 1/4b TAPCR R TAPCON WDN AOYµCEO IMIO.NFRM iECxr9aDGv 1/A'A . S/A' ANCxORS. AB MANUFACTURED BY I.T.W. BNLOES. (KUv re . ] bl - N,L pppli5 SOLID-9.T NiCNRS. AS CSBBBUIED BY I1L POINTS SCREW. BOLT & SPECIALTY CONPAV'r. iAPCCN OR TARCDN ADVµ0E0 AS (K.. r. - 3 lop IUto _ 1/Ab iM [R�ANLIIORS A9NYAWFACTUREO W POWFid FFAAWEn S' REO BY �p1ORIDA FASTENTIOI C_ MR,, Ob EERCDOE , O Po41T5 SCREW? BOLT OoMPANY WRFAD R lEC CY & SPEgµTr OR AN1' OTHER APPROrfD LICENSLo 09 AURIR12E0 t'EImR REGISTERED WITH WE AAIEYOCAN ENURER SM. E14 ASBOCIARON, WC. (N^. rP - 3 HWp . All PBMs SLUG -SET o-SI BLUE TM W/ W NOTES: TAPPER. Al) WAYUM EMBEDIRDO INTO POUROU CONCRETE OF TAPCON R TAPCON WRN NUANCED THRFMFRY TFCINROGY ANaoRs MID 1APPRN ANCHORS IS 1 3/4'. ANO FOR BLUE TM W/ W µRRS M 1 1/2•. • 5¢ M"q],N b eL rw A2) ICI W ORECOMETa or 1/4'0 . 3/4• ALL POINTS SOUP -SET ANCHORS SMALL BE 7/9• INTO THE POURED CONCRETE No EMBEDMENT INTO WUOEB SWEL BE PERMITTED. 1/4b-2O SS. M NU,, SCREW WM SILN1 R 1 1/2• LONG ANMIM BnA G STUCCO D40[, w t+etT 19 DUST. AND 1' MNBMIM MR WM, a WITH NO STUCCO. WI IN CASE THAT PRECAST Won. PRECAST CONCRETE PANELS. PAVERS R ANY VENER BE FOUND R i11E CNISRNG WNL R FLOOR. ANCHORS SN BE LONG ENCI TO RFAW THE LWN StRUC1UTE BMW STUD WALL noenS. APrcHORAGE SHILL BE AB IKKAXED R NOTES AI) & A2) ABOVE FOR B'60M1AlIo1lS R WNri 901ND R EIFS WiM R WSTHOUf PETAL SIMpS C0925UtT We fNGNEE0. FR INWMLARON WIO OFS WRN MEEK SRIDS SEE SHEET 20. (B) TO notion; WNRETE ELDCTC (ASH C-90) - 1/A•I A N OR All TPONIS SOLID-YTAVINCHO 0061RWURD BY ALL PONfS 4 OSPECVJ.TY SCADI, BOLT COBOMPNTM'!. - 1/4•A BLUE TM CONCREE ANCHRS W/ CAP M MANUFARgEp BY FLOROA FASTCNERs Booms. 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