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HomeMy WebLinkAboutPRODUCT APPROVALr 4/4/2019 Florida Building Code Online Bust P y BCts Home I Ingrn I User Reglst2Uon I Hot Toplfa Submit Suaharge I Stats&Facts I PubllmlJ nm I Contact Us I BOSSite Map I Unks I Search I bpr a 10 "" Product Approval USER: Public User PmduR ppomval Menu > ProtluR or Application Search > [pollca[ion Lkt> Application petal) S CA IV/Vh CodeApplicationVersi on nType Revision on9 St RUC/o cou Y Application Status Approved Comments Archived U Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@eastemmetal.com r n Authorized Signature Bill Feeley ii�°' of IY lrodriguez@eastemmetal.com Technical Representative REVIEWED FOR to /�r 1 Address/Phone/Email C�+ODE COMPLIANCE Quality Assurance Representative ST. LUCIE/+COUNTY Address/Phone/Email BOCC Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.. Tlllit, Jr. P.E. File COP" Evaluation Report Florida Ucense PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. FJ Validation Checklist - Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC., INC. DRAWING 17- 107 CERTIFICATE OF INDEPENDENCE. PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE (1) P, DF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202, 203 1994 https://floddabuilding.org/pdpr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 113 4/4/2019 ' - Florida Building Code Online Sections from the Cod( Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 FL # Model, Number or Name I Description 389.1 Bertha HV Accordion Shutter - Blade Extruded aluminum interlocking blades retained by tracks (top 3 - (Non-HVHZ) - Drwg 17-108 and bottom) for storm protection Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Level "D".Max span is 12'-3" for 40 psf positive ASO load and 13'-0" for 35 psf negative ASD load the HV3 blade w/o window blade,5'-2" for 110 psf ASD load for HV3 blade w/o window blade and 8'-11" for 62 psf, 9'-11" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79" for max. ASD pressure rating of +72,-72 and 84" for +64,-64 psf. See sheet 5 for other spans and ASD pressures. Installation Instructions Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- 108 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes 389.2 Bertha HV Accordion Shutter -Blade 1 Extruded aluminum interlocking blades retained by tracks (top Only- (Non-HVHZ)- Drwg 17-107 and bottom) for storm protection Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile level "D". Max. Span is 16'-0" for 30 p.s.f negative ASD load depending on centermates and locking rod configuration for the HV1 blade, 8'-0" for +64, -72 p.s.f. A.S.D. load for HV blade for Keystone mountings 7'-0" p.s.f. for metals stud mountings and 8'-0" for 110 p.s.f. for HV1A working in unison. See sheets 7, 11 and 20 respectively of Installation drawings for other spans and pressures. Installation Instructions FL389 R9 If AMERICAN SHUTTER SYSTEM ASSOC INC DRAWING 17-107 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC,, INC. DRAWING 17-107 PRODUCT OF EVALUATION REPORT.PDF Created by Independent Third Party: Yes 389.3 Bertha HV Accordion Shutter- I Extruded aluminum interlocking blades retained by tracks (top COMBO- (Non-HVHZ)- Dnvg 17-106 1 and bottom) for storm protection Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile. Max. 16'-0" span at 30 p.s.f ASD load for Blade 1 and 18'-0" for Blade 2. See schedules on sheet 12, 25 and 28 respectively Installation Instructions FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC , INC,_ DRAWING 17-106 BERTHA HV ACCORDION SHUTTER SYST.PDF Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC, INC. DRAWING 17-106 PRODUCT EVALUATION REPORT PDF Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyd9ht 2007-2013 State of Florida.:: rLa_ry Statement :: Accessibility Statement :: Refund Statement Under Flonda 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 mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.s., please click here . Product Approval Accepts: ® W ®heck M https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 213 1. BFRTISA H.V. ACCORDION SHUTIM SYSTEM SHOWN ON THIS PRODUCT EVULUATION OOCUUMT [[P.E.D.) HAS BEEN MERITED FOR COMPMANCE W A,M,OM , TOM ME. ,., (so, EDaV0 OF ME F MINA BUAEAG COOS Me KCOMCAM SHUTTER SYSIEH SHM1 NOT BE. NSAJIED AT Asal:.Uw HURRICANE ZONES. DESIGN WAD LIMOS. SHALL BE OEIEANMED AS PM K=41620 OF ME ABOVE MENTIONED COPE, FOR A BASIC WHO SPEED RMOVIED of THE UUNSOO ,ON "ME SRRIM ALL BE-000LL 0 WHO A DIRECTIONALITY FACTOR KG-0.&S. MIND ASCE 7-10 AND SHML NOT EXCEED ME UMMUM ",a.) OM,, FPESSURE MTINOS INDOTLU ON SNEER 11 THOU 15. 19 & 20. A CIIDER TO VEROY ME MOVE CDNINTAI ULTUATE DESIGN MOD, LINGO DETV INEU PER MOC 7-10 SPILL BE F1N5T PEOIICED TO A.SD: DESIGN MIND LOADS BY MUL YAG MEN BY 0.6 IN Onsets COMPARE THESE W/ WY. (ASD) DESIGN PRESSURE RAT35S ADIOAM ON SIRETS 11 MRU 15, 19 & 20. A ORDER TO VEROY MAT OOMPONENR AND ANcAGn ON! THIS RED.. AS TESTW, WERE NOT OVER ES STRSM,:A W Z NCREME A IllMARIE SME55 FOR WIND LAAOS WM HN USED A TOM AKLLYSM NOWEVM, A WN0 DORATON FACTOR CW1.50 WAS USED FOR LEpIfILAION OF TUMIMERE A WOOD. STRUNA KV, ACCOROON SHUTTER SYSIEN'S ADEQUACY FOR WIND AND LARGE MOVE WP= LEAD NAB BEEN YETI,, A ,OROMCE MIN SECBON 1609.1.2 OF THE ABOK MENTIONED ME AS PEP An PI -MI BLADE S 10214.01-TIT, 10715;01-03, /1DD4D1-0.5, /1214A1-05. JW17.02-as, /0609.01-10 M, (0210:01-11 M PFR TINS-201. 1M-202 AND TAS-203 PROTOCOLS AND MOM E-I656 AND E-1996 STANOMOS (WSSDE LEVEL D, WOOD ZONES 1. 2 & 3) & 11220.0E-10 M PER TA5 20% 203.&:203. PORMOM FARCE 111554E -NY WNWW BADE 0 (10505D1-06 AS PER ATM E-IBBS AND E-1906 (U451LE LEVEL D. WAD ZONES 1, 2. 3) BASIC PROTECTION ONLY AND /'0725.01-56 M PER AS 202 PROTOCOL 2. W BLANCO AND Hv W'AODV BLADE 0 ARE GMAEVWO TO WORK W UNISON WITH MUM OMER UNDER ME. GENERA. UNBANONS AND DO,DRMS OF USE R4YG4MD ON IS 3. EMMA N.V. ACCDRDON PAS (IN SCREWS), MM AT BLADES RHUCOE AID FOR DRECT MOUNT CONNECTION TO TRACKS SHAl BE /14.2.75' AND 0101.75' RESPECIBRIY, 410-M MIMYUM SERFS SLVNLESS'STEFL SCREWS ATH I35.0 Mi TE1D SRRNGRI ANO LBO kv TBSBE SNENCM.. PINS MALL BE COATED WITH BERTHA W DACROSATE D CUMAC SYSTEM AS MMOFACMRLU BY DO SERIES COTIHG MPUui0R5; PEDSIEAEO VAN MFJlIGW SIMMER SY51D15 ASSOaATIOX. PNS MUST BENS ME W WAND ON Men HEAD. 4. ALL ALUMINUM EXTRUSIONS SHUL BE AWEDUUM ASSOCNTON ALLOY MO TEARER AS INDICTED ON SHEETS 2 AND & UINAUM WELD STIONOTH FOR 6013-1EA ALLOY IS ;AD W AND 35.7 MI MR 6401 Alm. 5. ALL KNOBS TO BE STMNtE55 SIFR1 304 OR 314 AILS BERES OR LVNOSION RIPASUAT COATy CARBON STEEL AS PER 0A SWAB WAIN W AM MIN. YELO. VOODOO AIW 90 EM MA. MINK, SMENDOL MO SHALL COMPLY W/ T1D)GOA. SU4DNG WOE SECTION 2411.3A4: S. BOUTS TO K ASIM A-307 OLYANMED STED, OR AM W4 OR 316 SCARIER KA U,5 SK, WON M I,, UINAVM YIELD ,,M. 7. SEE ME FOLLOWING SHEETS MR ANCHOR SPECIN4BONS:W MADE 0 : 12,13.14.15 AND 20 W BLADE O &'G WORUND IN UNISON: 12. 13 & 15 & THS RERTNA N.V. ACCORDION MATTER SYSTEM BFMS A UA PATENT 06'779.582. COUPWFNIS OF 1H4.APPROVAL ME CWT3&D, A YMOLE OR A PMT BY U.S. PA1EM KAMM ISSUED TO EASTERN METAL CUPPLY, AC. 9. R SUI.L-BE iHi RESPONSIBILITY OF AIR CONfR.ICICR 10 YFRUY ME SOUNDNESS OF RACE STNCNPE WHERE SHUTTER 4 N BE ATTACHED iD INSURE PROPER MCHORACE WNTRALTUR f0 SEAL/CADLN ALL SHUnER CCMPONENT EWES 'AMA REMAIN. THOU FASTENING IN CONTINUOUS WNTADT WTM ME SUAONO TO FKKM WLNOI EVIRt4p51 to- OWN UNIT MUST BEAR MOMENT IASM IN A VISIBLE PLACE WITH WARPING NOTE: DURING PERIODS OF HURUGVIE WMOI HOME DARER tENMi, OR OTHERS, MUST PROPERLY CLOSE ALL HY WINO 1O CENTOM AIM AND ENCASE OR LOJ( ALL W AND AD LOCKS. I'- SHUTTER MANUFACTURER'S LABEL SHµ1 BE LOOTED ON A READILY WSBU LOCATION AT A,MI SHUTER W ACWROANCE WITH SE,,,, 17W.9:3 OF FLCIUO BUU UC CODE DOE LIBEL SWL BE PLACED FOR EVERY OPENDL9. LABEUNG TO COMPLY WTI, SECTION 1709.9.2 OF THE nOROA BUILDNC COVE 12. SOMI H.V. `MWO N SHUTTER SYSTEN'S ASTALIANDN N SHNL COMPLY WISPEER AOIOIED IN THIS DMWINC PLUS ANY GU4DAD O D ZONING MWLUANS PROMOEO BY ME ARSOOOW WHERE PERMIT 15 MPUEO To. 13. (0) MIS P.EO. PREPARED M THIS GROOM 5 GENERIC ANO DOES NOT PROVOE DOORMAION TOR A SANE SPECIFIC PROJECT; Le. ROME THE SITE CONOMMo OEflMIE FROM THE P.CD, (D) CONNUCTOR TO BE RESPONSIBLE FOR THE SOLEMN, MR,A,, MD D4TAUATON WCLVOLYD UM SAFET' OF MIS MOM. DEED ON TOTS P.E.D., PR asa HEW DOES NOT sacne FROM ME CONONON9 KYAM ON MIS DOCUMENT. CONSTRUCTION SAFETY AT STE IS ME COMULTOR'S RCSPaNSSLTTV. (c) No P.E.D MUL BE CONsoMeD INVALID F ALTERED BY ANY HEMS. (E) MM SPECIFIC PROJECTS SCULL BE fl ARED BY A FLORIDARECUMMEO EMAUDER OR ARCHITECT TECT WHWILL BECOME ME F1ipNEUR OF REWRO (EO,N) FOR THE PROECT MO WHO WILL BE REVIEW. USPONSOLE FOR THE PROPER USE OF ME P.EO. ENGINEER OF RECCRO, ACIWC AS A OEUMfflnD EOcAEER TO ME P.CO. ENGINEER SUll. VIVO, TO TARS LATTER ME SOE 5PEC01C DMITVDS FOR (a) OROMM POD. 44V1 REM THE OTE AND ORIGINAL SE0. AND SIGUATURE OF ME P.E ENGINEER OF RECORD TNT PR Mea O. 02027 XIECON Ac i ILA ETCO ' N 71WT TESTING & ENGINEERINGaMOCOMPANY uu xw. xu. w., EA 71 153 Vacw; (MR11-153 v Pnw' W65)(n,-151a .Fa.: (dQTml-,OSI mat 01 t ,1 x TLUT19 wFLORI A. 4L1 .r. FLORIDAORIA u,. a 67 .a67 TABLE OF CONTENTS GENERAL NOTE SHEET 1 SYSTEM COMPONENTS 1-20 SHEEP 2 SYSTEM COMPONENTS 21-37 SHEEP 3 TYMM SIMITER ASSEMBLY 38-44 SHEEP 4 TYPICAL WAGON RUDE & III DETAIL AREA 2: HV BLADE (1) AND HV WINDOW R A (R (WHERE APPLICABLE) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SNEEr 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 INSTANARON DETAILS.O-M, CONCRETIVELOCK SHEET 7 CENIERNATE DETAILS AV SHEET R COMMINUTE ALTERT ING DETERS W SHEET 9 END CONNECTOR. OVALS I-S, CONCRUE/BLOCK SHEET 10 MIUIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE -CONCRETE & BLACK SHEET 13 ANCHOR SCHEDULE- CONCRETE &BLOCK SHEET 14 ANCHCR SCHMUM- WaaD SHEET 15 INSTALLATION MINUS M-R, WOOD SHEET 16 EWMALLAION OETAR.S S-2, WOAc SHEET 17 END CONNECTION DETAILS 7-12 & K. WOOD SHEEP 18 AREA 3' HO WINDOW BLADEBLA12E & ONLY TYPICAL SHUTTER ELEVATION SAW 19 AREA 4: HV WINDOW Al AIDE (ii ONLY INSTALLATION DETAILS, MU& STUD WALLS SNEER 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA A.S.S.A., American Shutter Systems Association, Inc. 4268 We9troods Dri,, West Palm Beach, FL 33407 RV. MIME 01 W/ CR. No 10 iQ HV SOLID BI AD COVERED UNDER US PATENT f 5458179 OF USE OF BLADDF- ON SHEET 19 ©HY ADJ. FLOOR TRACK QUALIFIED FOR USE W/ tW 3 O03' a6D• BIO 1.698' !71 HV I IN HAD R 0 flED FOR USE W/ HV BLADErlj ONLY. SEE SECTIONS FOR VAUDITY- 6063-T6'AUOY A" TEMPER l'7 SIDE ANGLES OUALIFIED FOR USE W/ HV e g Pa EOHV MIV RSA OAT R OUALIDED FOR USE W/'HV BLADE iQ 6005-T5 AUDIT AND TEMPER wRiL9 1. Yay. O6T � G IQD r �I 'A mo (:I HV HEAD/ER/SILL QUALIFIE 6 FOR USE AV AND B�E (1�ONL' ALUMINUM ANGLES QUALIFIED F0$ USE W/ NV BLADECIi ONLY. 6063-TG ALLOY AND TEMPER Od M DIRECT FOUNT QUALIFlEO FOR V E W/� HV BL I 6063-i6 ALLOY TEMPER 811 �) HV WALK —OVER TRACK OUALIFlED FOR BLADEAAO U($�)E W/ HV 6063-76 ALLOY AATT1100 TEMPER CONPONOR A B TI T2 2' 5' MA 1/9' 1/W Y 5' MAX 0.192' 0.192' 19 2.5' 7' MAC 0.19V 0190' �. 2' S' MAY:�&139' 0.131' QUALIFIED FOR USE W/ NV BLADEQ -fi0W-T6 ALLOY AND TEMPER 70' 99, 643 g 12 ' .n9 — 9)HV TRENCH TRACK QUALIFIED FOR USE V!/ HV BLADE @ ONLY. W/ HY TEMPER HV RAINGUARD QUALIFIED FOR USE W/ HV BLADE (i) 6063-76 ALLOY AND TEMPER. T1P'N>` .'14V = 1 dA. i TATE Of i _Cs`••. •" s/�,91A4e ,d'.`,,...a D c?•ar 02017 T2 W, Ma, 11 LT A.S.S.A. American Shunter Systam8 Assoei Won, Inc. 4268 Westroads Drive West Palm Beach. FL 33407 02017 FA . pEUL 9MPPLY, WO. BERTHA--VTM Accordion Shutter System HV. BLADE 01 W/ OR W/D HV. VWHM HAM PLAIT TESTING & ENGINEERING COMPANY BSSB w.. UB..B... M 3o . YFCS. cM*aNL Dbta. m�. Pm : O05)ml-Imo . Fo.: (AB)BSI-Isn. '-As is �^ ""a EW I i H1si , B 9LBBwPn9x 9.Tr roAwn gp Lc i aD Is-oes n 1 mre 07/v/n : 3 DRAfWNG No 17-107 .-..�.-• s J HV CENTERMATE FOR USE W/ NV BLAOEID& 6063-TS ALLOY AND IMP , — I •a6• A. OA 9 MAN " ERdtf pkVUpN �n iJ �J _WCKER FOR "T" LOCKCN RMATETE OUALFIED FOR USE W/ HV BLADE 1 ONLY @. QUALIFIED FOR USE Ye/ w BLADE I�ONLy G063-T6 ALLOY AND TEMPER 600-T6 ALLOY AND TEMPER L91) 91)" M-11 3 A AA3 .ab3' n $ � n ©3 �NGROD 3�' HD CENTS $ QUALIFIED FOR ALLOY AN NV BLADE / & A OUAUFlED FOR -USE W/ IN BLADE I &. 6063-T6 ALLOY AND IENPER 6063-TS ALLOY AND TEMPCR ®HD CENTERMAT ' INSF �.IA�.... OUALflEO FOR USE W/ NY 6LAOE I & q VARw m s3/ev- rT 6063-T6 ALLOT AR➢ TEMPER (us �* mi/z• I ® LOCKING RODO OUALAP FOR USE W/ HV BLADED )5•P � 1p•e 600-TS ALLOY AND TEMPER HV 3/80-16 A -dal HV 1�4" 6-20 AISI 304 INSTALLATION VOLL REQUIRE A 7/1 HOLE THUMBSCRE, ,/S 'VFRI TH MR` CRDN (C O LED AT TRACKS FOR PROPER EOMENT UALFlEO FOR A FIV BLED DUALIFlED FOR USE VT/ W BLADE D 1,I awn mTEm, A+c OUAL106OR USE W/ HV BLADE 1 & (BONLY. SIB' ,' ,b• 36T ATTEN RNEIWG BEFORE RIVETING. 1/4"9-20 RIVNUTS :webAe6Y3 EIROE-nuuE TNw 930. AS AS uHNIACIUREO 8Y dyp :NC NCY JGgLY 0)0!4 tll FOWL NATIVE LOCK Po$g USE If/ HV )E U ONLY. �g HD LOCK BY REGENT HARDWARE MO SERIES 9333 HWK LOU LOCI(. OUAUAEO FOR USE 9V/ HV BfADEO& CA Sia _A O •-' ZORIDa:' 96` P.E•S/ u3I 1 `��p ,11 ';FAOA(AW a nhw L I F-E TI WT 7ESTINa k ENGINEEWN6 COMPANY 6u, ,n":• : IwsNtn- awon, nay, an lsa.car: L303)m,_,331 ca cw=a or N.M A mUi Jc P.E � � f u1n A.S.S.A. American Shutter Systems 268AssWestland Inc. 426E WesUWds Drive West Paim Beach, FL 33407M�p n , 3 3 I , uW ..I SVWLY, INC. IMAYMAW— dton Shutter Systez W/ OR W/O HV. WM01Y MADE ; e. Dm 9PAxx er: Le -DS5 T zi/li a9E ai/z) 1; DRAWING NO 17—to7 SHEET 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV M HV 10 HV BLADE 1 ® KV BLADE 1A HV LONG RECESSED NYLON BUSHING HV SHORT RECESSED NYLON. BUSHING l'Y HV NYLON HAT WASHER © HV WHEEL CARRIAGE AISI 302-303 SERIES 4.870"a3/18" THICK NYLON WHEEL. 0.188"0 PSI 302 SERIES SS. RIVETS 4® HV 1 3/4' ACCORDION PIN W/ #8 HEAD 4r HV 2 3/4' ACCORDION PIN W/ $8 HEAD s ® POLYCARSONATE IMPACT RESISTANT NV WINDOW r (1) W PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1U OR HV ® BLADE, IgICAL SHUTTER ASSEMBLY (2) HV PIN ® MAY BE USED IN LIEU OF (9 AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(!) t BLADE WHENCORRESPONDING TO INSTALLATION 'I1", SHEET 7, O(3) HV PIN © OR © W/ 1/2" O.D. 1/16" THICK S,S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET %T EIE L CARRIAGE DETAIL EXTERIOR A OORA I Q OR jl i j EXTERIOR HY PIN Q Ox AJ OR ERA(SEE KN- FOR (5E[ QUIR � FOA REOUIRLLCNT$) �i i ASSEMBLY LAYOUT F.1�— eMn XMEta. INC. IL EC01" TILIUT TESTING A ENGINEERING COMPANY ays xa saw a, sx. sos, swoaw axma¢ sloxo. ss Pmm : pos)eat-lssa . ro.:(sos)en-Isn .-mox taxcooaa:Pm ®-a a6Jf9 MRM1A I:c. / N167 14E .4425WOO r_. DSJS .o6JS' ATIVE PLASRC LEXAN 103 NOTE "F' ON SHEET 19). POLYCAR80NATE SOURCES FOR lrnP.l lnYgl6 .rP:..e, Re� ytvs staAr "`rm' m.m. m ecru 9[fiC b4NM1 /sN ONa aEu. Cd{3 Ota m4C MW mm+cM .,Stu wu vAx P.a 0...w o. ,wWS:� 41X 11 Mo �T00 �y�pa e..l id.40 K PYJ: xfszt NW 1e0,[fO ps1 ]V.IXo pµ "mn® am s Asw osx m rt-� tJ rrc/n vela aamn Am omAJ ass aAa a m G2 IX dIIM1YN 1SN 0615 0.1 M44 Pi a.� sor vvsu ASIY maas Iwo r � r erab�c Am orss +sxaA awmx mm nuuauia .slv ess sux e..s mm. A•A tams sre]sa avart Aur4Aaw Asru am em e..t eam wa A.S.S.A. Amerlcon Shu@er Systems Assoclafron, Ino. 4268 Westroads Drive West Palm Beoch, FL 33407 CQDE(Hon Nigh Velocity Hurricane is QW17 Ek!aERN UEtAL SUPPLY, WG B RT A TM Accordion Shutter Systel H.V. MADE #1 W/ OR W/O H.V. WINDOW RACE v, nc obsoelmmx was arum, err 77 1 aL0 t5-C&A T/TJ(i atu oT 2T t' i. DRAWING No A 17-107 (9-00-0- rpajlff�- - �II R I I /In 1 �7:��v�i�Y SL l7 1 TYPICAL I HV BLADE SHUTTER ELEVATION N.T.S. /-@- V / e c6 n—tl gQgp9 e�s C OF CORNER CENTERMATE i. MANOAmQY lY1NN1IDN./fe ONE W LOCK to 'SHALL BE OR t2' ABOVE OR BEE,LOW j[2 OF SHUTTER SPAY FOR SPANS L ELEVATION: FN IDCK QS or Q� ALLY BE USED AS AN INSIOE OR C EeNnM.ATES W/(2) 1/4'0-20 x 1/2' LONG FIAT HEM S.S. 6LS SHUTTER ELkYATDN. MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 5 tlgQQN_JY ONE W LOCK & or 8-SIULL BE USED AT 12 ar SHUTTER SPAN FOR ANY SPAN AND FOR INS" HORS ANY <; ATTACHM TOO OR OF LOCK SHALL BE AS IrygCATFBpN SECURITY PURSES, UP TO TOO HY wnoN of LDCKs TO CENTERWIE4 e C% O ...MBSH:Htw 10 IT OR CENIERMATES.� BE LIADE W/ 1/4.0-29s3/4• ALUN. LOCKS AS 113 OF UN SECTOR N. SHEET 8. ON LOCK SH BE USED AT 1/2 OF SHUTTER SPAN OR M LOCKS AT 1/3 OF SHUTTER SPAN & uABACx0x������ ONE W LOCK 0 Or 0 or ® s BE USED AT 1/2 OF SHUTTER SPAN MR ANY SPAN OR 12' ABOVE OR BELON 1 2 OF SHUTTER SPAN FOR SPANS UP TO Re, AND FOR INSTALLATIONS. AT ANY FUNAMN..W LOOK 0 Of p Q9 My BE USED AS M INSIDE OR OUTSIDE LOCK. ATTACHED TO 0 Or @.SMADRICAL CQRERW9ES W/ (2) 1/4'-20 s I/2' LONG MT HEAD S.S. M.S. LOCATION OF LOCK SHALE BE As INUK ATED ON TYPICAL SHUTTER ELLVATHDN. USE OF LOCKING RODS 0 W/ OR ® TOP AND BUTIOM Is MUPLETELY NANDATOW. — W ....vuc. —.— wnrarcuav 1Uc><r.N=u' AS ZROIN ON SECTION HVG, SHEET 9, Y"CH MUSE BE CONNECTED TO UNIERMATES-� ANO �r W/ I/4'0-20 x 1. 1/2' LONG B.S. THRE SEG BOLT W/ 7/8'0 s 3/S2' WNNGNUT ON W/ 1/4'0-20x I' 39.M.S. ODO A 1/4'Ox 6/B' RNNUT. OCK MAY B OTOMIIS M O MIDSPPN OR f2' MAXIMUM ABOVE MO BELOW MIDSPAN. USE OF TWO lOCKWG AWd TOP NYO BOTON S NANOATORY. *NOTES ON. HO LOCKS A C I (' : ONE ALTERWTE HO LOCKg MAYBE USED IN UEU OF Hv LOCKS M FDK ANY SPAN AND INScWa1OW AT ANY ELEVAnDB. ALTERNATE HO LOOK MAY eE ussa As AN INSIDE OR OVISRe LOCH. ATTACHMENT OF No 10C TO ISWf 3 18 x 3/b' FIN, S. AND INCLUDESRbNFORC{AIENT WSERI' AS sHOAN ON SECTORS NO -HAND NM. -KM SHEET IM LOG( WY BE INrTNLEO AT MIDSPAN OR 12• MUQMUM BELGW OR ADWE MIDSPAN. USE OF 1DCNING RODS 0 S COMPLETELY oPncN - O»n mrtu. wc. 3y > ILTECO TLLH TESTING k ENGINEERING COMPANY t'Y elss se0. sti. P..15 53, Phom : nG313)I-f 3`A . Fe,: fNa1Bn-m, 'UNOD, uc A.S.S.A. American Shutter Systems Assoclation, Inc. 4268 Westm.ds_ 04w West Palm Beach, FL 33407 AL SUPPIY, Vic A iutter Sysv TEV. VANDOW IS_ M AN afAPN Or 4C 21 i O MI, 07/2I� DRAWING No 17-10 SHEET 5 OF ' IL ECO,Ha. A.S.S.A. TILUT TESTING 8 ENGINEERING COMPAR) AmeNcan ShuHer Sy3fem3 HV. w, R '- �'••'•.<ORI9P.:'�y`�_$ 6E3 Nx. 3Nn :>_,.. 3os. wua. auGna n, Asaocfatlan, Inc. , Pwio 1 n05MI-1330. r...l rya5)871-133I 4268 Westroaes Drive 2 NAL ra-00p0)1f1 West Palm Beach, FL 33407 3 or erID /mnvauoe l— 1LafleA Uc / 4.1e1 _ L POURED ,--CONCRflE Mmon CON (SM ON REW WN SHEET 1J� % 17 18 im (SEE SNEOIM1E ON SHEET 13) (gt uJIH+,Ia®aH 5116T 1'1 O11`4 I ` / % NO,, 1/4'0-3NJ/{' S.S. C 0/CII01E SGEEWS 1/2 USING 1/4-W IMS 1 I 0 n'aG y £lE J (SEE SHEWIE ON SHEET 13) SLOCR -uV WALL SILL INSTALLATION i / +'/ OPlI0N4 i I DOR_ • i Nw..sTPMMox Ne a,nn I 1 (SEE SCHEWIE ON'SHEET ,I) I ' 8�. HV WALL HEADER INCTA ATION ' K Y TONE 1 OR ucN, seaMMwl TO E (SEE SCKDQX ON SHEET Il) >( EJHS,ING ' SIA.,S } ' fO"ONu Iry•uo.. 131 M� NE..SOR6M5NUGlNG 1' _I 1/4 -20 NUR' O 12_W 1/4'0-20,3/4' M CONC—'E MCHORS W6 SCPEYJS (SEE SCHMM ON N/ 1/(-M SHEET 13) Same 0 12, O.C. 1' aP O uV4 113 SEWIEON MlZ roc iASS EE (SHN SHEET 11) Iµ @hY—WALL MADER INSTALLATION I� l !IOPM1WUt i i ! !ED> E Nos. i3 aP© z" _L 19 a Eo ` v L M1, I_TpUSs (SM S H UIX or, (SEE SNE➢aEE OrJ MFM Wt1uPE 50 W/ IA•-20 NU6 0 12 OR RED BETECCNCatE— OR CONCRETE aWOc <HEEI 13) PEOUWED OHV WALL SILL INSTALLATION EY-NALL SILL INSTALLATION I A NOR raR [OIARN411aN W-SECIM� 9aa-{ FOR ,YPICAL SINKER INSTALLATION DETAILS W/ • E O EDGE LCiSW¢ i SEE E ATONS OF USE rM {SEE SPECIFlGOONS ON SHEET 12 SU &M SHEET 1G .HV BLADE N Y PA 7/FLORIDA BUILDING CODE(Non High VI ,P .''••C ✓ = 02017 mTELa..4YC. 02017 FWaM METAL SUPPLY. INC. R7'7�� Dn Shutter System OR W/O RV. W?MW RASE wrt CRNr1I er: Le. DRAWING No 17-107 O.C. END WA OUT IN SHEETS 10 & 18 IN r/ EYIrnNaGnsS INSTALLATIONS W/ 1 HV ** kip �0 ems. f um N,IFMu2 NI L9GN On SXER. S BLADE W HV CENTERMATES eUERS= afl[XAcZU RUOE(D p®O O O O® =EN: a �P Gn,eN 6 6Eo a «6.7aea(Or a OR 10 • ®«®• ®« I©r®w 5EE END WALL GONHECTION ©•o-@a©-or®w rdriTING_ ®•�«©.�aa.�o ---11-/r' ----"-- - - - - - - - -----1-------------M-ET-Y-C ------ T' 61/2' 2• na.1'CTERTCENTEMM N94S uu LENN. W KAkC(SEoscs 35 SNE11IN&-1 ` _—___ ___ ______ 1 1- z 1/2. 5O a @w®a©+Ow® tp ®« , a ® OUT a HVA �.I��p _1 r u HVC ©-O-©a©rQ-ra t,•I «®a Paa RETE OR d® 10•�w EwsnAs NG ats wn ETE BLOCK ryALL O O ©•�" O1E°�0M\E,D— sfMO Gv]ss�•®a®-®'��'�—I al 6 r wI� `c°1uss _ ----- — — — — — — — — IN ©.®wI•A®«Qe•®w. MNio �cLu�nn°n-- �{ —I — — °'® ®--- a CENTRMATES* 6 W NV LOCK 6 °PIWWL (SEE S(>MLE S , . MPL SEPAIaT10H ®y * 7b Guss. MIERIOR) ®•®a®+®«i®+® ON sriE II) I Is scNEOULE IN OPn0N On SHEET 11) (WIFRNR) L OUT «®•® _ _�•—_—_______ /,. —�-+ r : ______ —_ __ 3 ANCHORS 9 I fi' as 3 \ VARIES «I oUT �J 6 1/2' MAY. 1 X • oUT (EY1ERiaR) FIVE HVF** HVD 1 , '^ FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone ,LL' ....A_ .` JENS •••, ✓ 02017 MITCa. WG 02017 FA9IERN METAL SUPPLY, INC. ' ILECOI■t:. A.S.S.A. ER A Vw Accordion Shutter System Y 9 TF • F� TILER ■ ■ ■ ■ American ShUkeF S�91Bm8 NK MADE #1 W/ ER W/O NU W1MON MADE . �Q. �''+.. :'•�i ." TESTING & ENGINEERING COMPANY Hsi—M st,... y�cew appa+g nwpt... Association, Inc. , N 1 oao6Plnm OLG 15-M mtt T/nh oPAex fin Le. are m 2T/17 ,Sipk-COA Phew. MsIVt-I6u , F. : ryos)m1-1u1 �w.06,10.m 4268 Westraads 06v, West Palm Meath, FL 33407 z s ppnyeNC No P.E'SEAL�9G'GTURE/DATE " H16) s ,07 6 SHEET 8 OF 20 ALTERNATE INSTALLATION " " LOCK 0 M—ALE/FEMALE "T" LQQ9s CENTERMATES 82 Pi LOCKERS / hi HV BLADE SEE END CONNECTION DETAILS ON NETS 10 A 1e OUT IN '�-�- euxOnN.xxua ar. N,ac•.�®w swTr a iQ�OaO'©"b'Q®' As .nr As uxnxsu wrvis.aso[pmµao-Nw. ci(➢ 6 8 0 • vm%1[n w ms sari :ur e; i� N:m >res wm 'Q�'�I•�ail�l•dla nm o"x q. m * sr>:xam a rsa Iry rocx® , Y rIXK ON 9:EET i (mz.-n N+aG wa n wE mw sa[I Ialswr, vA" I wra MMYF/Ci1WD) ar AM4 aQNIR bNl, GMSR9(I aV hRSrY 0]ON OR COW. # ®0 HV "T" LOCK (OUTSIDE) -_______.________-.-______.___ � OUT 0-20 x 1 I/ S.S.M.. 7/8"0 x 3/32' WINGNUT. L •=* W-F*myffpl�m omn mnoo, me. �j LT-IEC0 TILUT TESTING k ENGINEERING COMPANY ans xx. Mu, a4.sa. IN Mama wool nurnwai (ws-a ' 1]0 , To.: .-mw: C(c671xsam ®-crosne 1 nAR A a� r1AaeA 44161 r � e , i A e c3 c. 7 � 1 A.S.S.A. American Shuffer Systems AssoctafTon, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 # 6Ir :O1" w IIXWtl AA` 3G� i tl® Ip49 w 9t[r S V40 Iw Nt WIVYOLE IT4R:6-.IDI Y120 Kv. No 107 SCHEDULE it MAXIMUM SHUTTER SPAN 'L+' OR "L-' (ft.). FOR INSTALLATIONS W/ W/ ONE H,AAMSL.p® & g or or or ®or �$ or ND LOCK (a W/ NO LOCKING RODS 1 or CENIERMAI@ 28® 29 W/ ONE HEM LOCK 30 W/tW0 LONG RODS 35 TOP & BOTTOM EE AI 99 R (. .t) ) cot"I hod W5TIttANaNS 0 wNE uourlm+G RtbR/enuNO. uauurwc u NI I T 1 (U I -IN 30 OR LESE ls'-O' tWs'-o' 16'-0' 35 14'-10• 14'-10' IS'-2• 18'-0• 40 13'-i9• U'-10• 14'-Y 15'-2- 45 1 -Y 13'-1' 13'-1 14•-6- 50 IY-S• 12'-5' I2'-8' 13•-Y 55 il'-ID' IV-10' 12'-1' IV-11' 60 ti'-4• 11 65 1o'-,0• la'-10' 11'-1' 11-11• 70 10•-6' -To-6' 10•-9• 11'-5• 75 10'-I' 1w-T• lo'-e 11•-1• 80 9'-10• V-10• 10•-0• 10'-9• 90 ''•-3• '•0'-I' 95 e'-9" '-10• 105 '-I t' '-4•115 -3• --I120 -11' 17'5'-S' -9•125'-e• E7'-Vr�. '-5'130 '-5' -1•135 -2' -9'140 -11• '-6- 145 '-9• -3• 150 Y-2' 5•-T 7` e Y-o• 155 Y-O• s'-5• T-2' 6'-9- ISO 165 6'-10• 5-1• Y-0• 6• e 170 6'-9• 1 4'-1i• V-11• 6'-2" 175 6'-7• 1-8•-0• 780 8'-8' 4'-8' 6'-8• 5•-10• 185 6'-57 4'-6• 6'-7• W-8" 190 6'-a• a'-5' 6-s" W-61 195 f' S'-5- 200 fi'-2' 4'-Y e'-4• W-S 205 6'-1• a'-1' 6•-3• 3'-1- M BJUM SHUTTER SPAN- •L+' OR -L- (ft.) FOR INSTALLATIONS Wf_,Araa�p� Soy 5&a O ONE W LOCK. or IFy or W/ NO. LOCKING RODS b (SEE NOTES t: tt) CONCRne & w000 Ala i ®t w WN1. 4KWIN& 6 i4 w�} DWN<DW+c NWMINa P.E. SCHEDULE 83 A%IMUM SHUTTER. SPAN* "L+' R 'L-' (ft.) INSTALLATIONS W & W/ ONE HV LOCKS IPODS OR W/ NO LOCKING IV" FOR MOu"":01 SHEET ]) I GNUTI A� I INST TIONS wmN Ras/Ct uowmN6 4++J b aw -) OR oq R06R +u uauncuc 35 15'-2• +0 la'-Y 45. 16'-4- 50 12'-3' 55 11•-1• It'-,1- 60 10'-2' 10'-Ir 65 9'-5• —To-1- 70 e'-9• 9-4' 75 INSTALLATION LEGEND CONCRETE & WOOD NANSORY WALL A B. C, D. E. M. N. 0. P. 0. MOUNBNG F. K & L R. S, & V. BOOR/CDUNG MOUNTING G. H. I. 11. J T.U. W & % & M D NAXIWM SHURER SP,W -L+• OR -L • FOR WSTAlIw11CN5 WO WOOD SHP11. BE UMRED TO IDS pvL &S.D. DESIGN. PRESSURE. RATNI, t W CONNER CENTERNATE 0 'My BE USED AT ALL MWNBNG RMAILATIONS. LCCIaMG $PECFMAli0N9 SHALL BE AS D9IGTED ON M M70W COn,Rstc1 /2 NOTE g5, SNEET S. tt EXCEPT THAT MAMWM ;,•TUNER SPAN L+• OR. 1--• ANTI MAptMA ASo, OE5NC PRESSURE MATING FOR WSTAUABOUS INTO CONtRFIE OR CONCRETE SLOG( SWM. BE UUDED AS fat , t- CONNECTIONS. TO KL'Y5TONE MOURTWO U4UTED TO +64,-72 P.s.1. AND 8•-0• SPAN. SEE uo"TINGC")ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS I THRU 3 7" 1O HV BLADE -2017 mTECO• INC. ELT IECO BLUR TESTING. & ENGINEERING COMPANY 6155 Nw. Wx Et, SIa JOS NfiB+M. LWMq t]l_ Plim, : IJO])67,-U36 . Fm : (Ja5)BTI-111-LJt .-�: uNr000el.wm L9-0.'V87i9 IF wA `UNN 4A RORW Mi. (Mi6762 A.S.SmA. American Shutter Systems Association, Inc. 4268 Westroad9 Drive West Palm 8eoah, FL 33407 (1) L+: IJ NIILI.A %BLE SPAN FOR A CIVEN POSITIVE &10. DESIGN PRESSURE RAIING, L-I M. ALLOWABLE SPAN MR A GIVEN NEGATIVE AS.R DESIGN PRESSURE RASING. (2) PROCEDURE TO DETERMiE MA%IWu SPAN FOR WALL MOUNTINGS (TOP/ROROM) OR FL0DR/CEUNG: GIVE! A POSITIVE ASD. DESIGN PRESSURE FAtlNO, DETERWRE IWICIM SPAN 'L+' FROM SCNEpU;E OWEN A NEGATIVE AS.D. DESIGN PRESSURE RATING, DETERUWE UAWIJUM SPAN It- PROM SCHEDULE. FINAL MNaMUU ALLOWABLE SPAN IS EQUAL To THE MIMMUM DETERMINED SPAN SOUTEN •Li AND 1- (3) PROCEDURE TO DETERMINE NA%WUM $PAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/COUNG MOUNTINGS: FOR A GIVEN POSIIIVE K&D. DESIGN PRESSURE RATING: DETERMINE: L,+. M. SPAN FOR WALL MOUNTING WSTALLABDNS U+- MAX. SPAN MR FLOOR/t2UW MOUNTING INsrauanONs. FOR A GIVEN NEGATIVE A 0- DESIGN PRESSURE RATING: DETERMINE LI-- MM. SPAN FOR WALL MOUNTING [IMALLABONS. Lt-= UAX. SPAN FOR BOOR/CEUNG MOUNTING INSTAIUTIONS. FINAL uAXUUM ALLOWABLE SPAN IS EQUAL TO THE MW"slu BETWEEN 'L'+.'U+. 11= AND'U- (4) GO TO ANCHOR SCHEDULE WMI FINAL MAXIMUM ALLOWABI£ SPAN AND. NEGATIVE A.S.D. DESIGN PRESSURE PARK TO DETEHNWE "ARAM ANCHOR SPY.INC. Kv. H.V. WiWON MADE MTT PRLL'N DO N¢Y. 2711 GAM 07/27/1 DRAWING No 17-107 SHEET 11 OF 20 SILL MOUNTING oo•u•T:amrt2mEt2mm mammmmmmom mmmmmm�imnm ammmmmm�am ammmmmmmmm ammmmmmmmm odmmmoovdo vammmmmmam ommmmmmmmm vmmmovmmmm Elm mODOmdpp Elm �mmmmmdm DammmmdmE� vmm®mm©vop EEmmRd.1000�mO mlm� m®mEEE Elm �mmm pp mm gammm�EEK MEN vEmmm©�©mmm SLSmmm�m00da 1. ANCHORS TO MUSTRATE SNNL BE AS TMEOMS (A) TO CHINO POYRO) CONCRETE (,,, PC - J Wo MOUNTING - 1/4'0 TAPCON OR TAPCON WON AMANCm MhFIDFORu IECKKgDGY ANOMORS. K WNUFACOMm W LT.W. BWr MC PC _ J ICE ANCHORS SPACING IsysYa - 1/4'F.A 3/4' ILL POMTS SOYO-SET ANCN00.5, K MSTRIBUtm.Bf ALL PoINS SCREW, BOLT & TECRl1Y CONPANV. (iGn. PC -.3 W) TMCON OR _ 1/4'e BWE TM CDAYRETF µCNORS.W( CIA K YAWFAFea BY ROMCA FASTENERS OMECT, MC (Yin. PC - 2 4eQ Ga i20 IN, 2O5 .ACTIN TIRH AOVINCm _ 1/4'C TAPPER{ µCNDRS µ YAWFACMRm BY POWiS FAeiFNERB, MC. µe 061IGFIYIED BY ALL Men, SCREW. BOLT & WEMW e e e MREKFORY TECHNOCOQV OMPNW OR µV OTHER IFPRM uOET1BE0 OR µ1HORfEEp N:NUER 16A9EPm NTf, ME µE MORTER SYSTEMS V33aaU,OR. MC B e 6 6 (Yin. PC - 3 W) AW PCVas SM]O-sEf e e O O E TM W/. NEA6 TAPPERY : NMIYUY FYsmYFM TIRO PMREE CONCRETE DF TMWN OR TACCON WAIN NNAJKED MRFMFI]t4 TECMOLWY ANCHORS µD TIPPER. B B B !] ANCHORS S 1 3/4'. AND FOR EWW TAP w/ W ANCHORS S 1 1/1, B e 6 43 A2I WIONDY EYBmYalT OF 1/4'0 K J/4' NA POORS SOLID -!ET ANCHORS SPILL E BE 71W INTO ME phW, CbRETE. KNO EYBELYQR e 9 e3 b ♦RS C©q rc MC en WTa RMCCO SWIL BE PERATIEO.. 1/4•0-20 BS. W IaNC SCREW ISEn 91RL BE 11/S LONG YMOIDN 91pUtD E,,W 6uDE C a4a Te FROST. AW 1' YMNUY FOR mule W TH RD-succo, !3 ! ]] ] B 43 A]) M EASE MAT PRECAST STONE, PRECAST CONCRETE PµEm, PAVERS OR ANY VENEER BE FOWA TH ON E EJOSTWO WALL OR Two" e ANCHORS SHALL BE. LONG fIpYM1 to REAGI 1HE 11NN SINOCIYNE BOOxp SYO-WRL FUENE& µCNOMGE StYA BE K MMCARD ON B e 43 AS NOTES At7 & Al) ABaJE MR SEMI ON W sMME OR MW,, ON W,,,T M7& SRNS CONSOLT DOS mcafi i. MR e e] ! J! INSTNGRON IMO BFS Y11M uEW.5Dg5 SEE SHEET 20. "KHHxW2 madam am dam omEEo mmm=m pOOEC mamma m Cam maDam mamma mammm EE7K7ladm ®Omani mdmmm mamma MER=mm ®oEEmm Ommmm Ommmm (Fm7E00E Damara mlmmam EEEEE MEEEE EEEEE as00a TIC • L••1 L • CEYPINF OR Aa OTHER APPROlE6 MCfxsm aR.Aun10WIID.vo+00R RECSIERFA WITH THE µTHIGH smmfn sminus Assacam N, M0. NOTES,- 1) YMNYY EYBmYEM IWO CONCRETE BLOCK OF TIPCON, EWE TAP W/ CW µ[HMS µ0 TAPPER. ANCFIMS IS 1 1/4• µD t3PC0.Y VAN AOVANCM, MRFANFORN IETRMOLCGT ANCHORS S I.. &f) HOMNY MI FYBEFM OF 1/4DW •RS S a • J/4- A DNS W-SET ANCHOBE ENIIRRY DAMENEo AM) THE CONCRETE BLOCK. NO EYF�OYaIi we STUCCO SWlL m PEIWIrm, I/4• e-M S.S MACNME scS ISEa stall BE 1 1/2- LONGumm. sNBNW snlcca BLAST. ANTI 1' YMIANN FOR WALE VATH N0 SIOLW. 9.J) M GTE n r PREPA4T Val. PREG45T CONCRETE PKfLr. PAVERS OR 4 VENEER BE FOUND ON MB E%SnNC WM3.. M Mae , ANCHOPS BOLL BE LONG O=GH TO RI ME RAM EIMCNRE O'hea SAO WALL aNMM ANCHOWAE SYLL. BE K. RNICOm M NOTES &1) & e.2) A, MR MSTL BONS ON WML SIGNS Mon K, OR WBHOUT MU& SDR$ CONlULT TIE ENGINEER PER MBOYC ARCH INTO CITE WRH YETµ SMOS SEE SHEET 20. (D) KCINIRs sW31. BE ¢SFAIEEE. FMLEYnND Nl OF ME RFtOYYENpATroNS AND SPECIFICATIONS OF ME ANCHOR'S 31AHUFACRAER. m, ME DISTANCE VFRSnc SPAC C CCHEn L FOR AN •ORS, .�.••••� • • W.-•V MM'L C R SR CNGS MF VIIID FCR EWE-RSTAKKFs R+pIfw1E0 BU.Oa. idt E 0, l65 nYN ME McGIFD. TEM,Cf IIWUR SPAtln6 BY Yt6nFLY1f[6 5PALlNa SHAM W $CKMIAX BY THE MWDC C TKTORi RM,mut, SPACNC OShCKo,AUG V=OR SPILL NOT FF LESS MC" U'M Y SPACWC INDICATED FOR W], .OR TAPE. ACTIJ t FACTOR ME TAPCON TPPCON. 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