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HomeMy WebLinkAboutPRODUCT APPROVAL4/4/2019 Florida Building Code Online w EMS Home tog In User Registration Hot Topice Submit Surcharge State & Facts Publications ( Contact UsaCIS Site Map' Links ( Search d Florida °' � _ Product Approval ? n USER: Public User Product Approval Menu > Product or Application Search > Application List> Application Oetaii FL# FL389-R9 SCBNNED Application Type Revision tVC Code Version 2017 Application Status Approved t. CuCie COunt Y Comments Archived O Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Trod ri g uez@eastern metal.com Technical Representative REVIEWED FOR , Address/Phone/Email CODE COMPLIANCE /�OMPLIANCCE Quality Assurance Representative S 1T. LVCIE COUNTY Address/Phone/Email UOCC 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.. Tillit, Jr. P.E. Evaluation Report Florida License PE-44167 File Copy Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. R 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).PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE PDF Referenced Standard and Year (of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By htips://Floddabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvYYHH2vJw53MwsXdCOtOXQsoPMYK7UCS%3d 113 4/4/2019 _ Florida Building Code Online Sections from the Code ' Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 09/18/2017 10/18/2017 10/19/2017 12/12/2017 FL At Model, Number or Name 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 Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING 17- 108 BERTHA HV ACCORDION SHUTTER SYSTEM PDF Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Design Pressure: N/A Created by Independent Third Party: Yes Other: Large Missile Level "D".Max span is 12'-3" for 40 psf Evaluation Reports positive ASD load and 13'-0" for 35 psf negative ASD load the FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- 108 PRODUCT EVALUATION REPORT PDF 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 Created by Independent Third Party: Yes 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. 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 Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC,, Approved for use outside HVHZ: Yes INC DRAWING 17-107 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant: Yes Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large missile level "D". Max. Span is 16'-0" for 30 p.s.f Created by Independent Third Party: Yes negative ASD load depending on centermates and locking rod Evaluation Reports configuration for the HVI blade, 8'-0" for +64, -72 p.s.f. A.S.D. FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC.,. load for HV blade for Keystone mountings 7'-0" p.s.f. for metals INC. DRAWING 17-107 PRODUCT OF EVALUATION REPORT.PDF stud mountings and 8'-0" for 110 p.s.f. for HVSA working In unison. See sheets 7, 11 and 20 respectively of installation Created by Independent Third Party: Yes drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum Interlocking blades retained by tracks (top COMBO- (Non-HVHZ)- Drwg 17-106 and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC., INC. Approved for use outside HVHZ: Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER SYST.PDF Impact Resistant: Yes Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large missile. Max. 16'-O" span at 30 p.s.f ASD load for Created by Independent Third Party: Yes Blade 1 and 18'-0" for Blade 2. See schedules on sheet 12, 25 Evaluation Reports and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 PRODUCT EVALUATION REPORTPDF Created by Independent Third Party: Yes Oack Next Contact Us :: 2601 Olaf, Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The state of Florida Is an AA/EW employer. ggp%dght 2007,2013 State of Florida.:: 'vac_ Statement :: Accessibility Statement:: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released in response to a public -records request, do nut 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), Muddle 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 emalis 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: ® ®IN= hftps://floddabuilding.org/pr/pr_app_dg.aspx7param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UCB%3d 2/3 1. BERTHA N.V. ACOORWON SHUTTER SYSTEM MOM ON MIL PRODUCT EV&GAIN COCVNER (P.Lp.) ILLS BEEN VFRIIED fG COMPUMCE IN /CCOg00MCE MAIM 111E 3017 (ESN fO111OG DG ME nOPoG BUDDING COOS TANS ACCORDION SHUTTER SYSTEM SM,W. LINT BE NSMLEO AT IgGM VELOCITY HURRK:MIE ZONES. GERMAM MUD LENS SHALL BE OETEJUIN G, AS PER SECTION 1620 OF ME ABOVE MENTIONED COOS, FOR A BASIC WIND SPEED AEOIORED N, ME JUNSDICTON WHERE SHUTTERMARL BE INSTALLED WITH A DIRECCGNNITY FACTOR K4-0.B5. USING WE 7-10 MMD CHALL NOT EEWM ME NUM (ASD.) 0,,,, PRESSURE RAME, INDICATED ON SHEETS 11 TURN 15. IB & 20. N ORDER TO VEPoFY ME MOVE MOTION. ULTIMATE DEMON WINO LOADS DETERMINED POI WE 7-10 SNML BE FWS1 REDUCED M &&a. OMON WIND EONS BY MULTIPLYING MEN BY 0.6 IN ORDER TO COMPARE THESE W/ MAN. (&SD) DESIGN PRESSURE RAiNCS INDICATED ON SHEETS II HIRE 15. 19 & 20, IN ORDER TD YEOFY THAT COUPONENTS MO ARCHERS ON ME P.EM., AS TESTED, WERE NOT OVER SIRIMM. A 33 2 INCREASE IN ALLOWABLE CORES, FOR W1Np IOMIs WAS BOE USED N M,R MULYM NO,WYER. A LAND DURATION FACTOR C 1.00 WAS TILED FOR VENFlCATION OF FASTENERS IN WOOD. SERMA N.V. ACCORDION STUTTER SSEA'S ADEOUKY FOR WIND AND LARGE MOSSIIE IMPACT LOAD F,, BEEN VEA61EO IN ACCORDANCE WIN SECTION 1609.1,2 Of TIME AHOY£ MENTIONED CODE A9 PER An REPORTS: -HV BLAME 10214.01-0. /07I5.01-DI, /1004DI-05. 1121441-M NOT102-06. iOM 01-10 AND 1`0210.01-11 AS PER TAS-201. TAS-202 AND T4-203 PROTOCOLS MO ASY E_I,, AND E-1996 STANDARDS (MISSILE UNTIL D. Mo ZONES 1, 2 Q 3) @ /1220.01-10 AS PER TAS MI. ME & 20 PROTOCOLS LAgFF NqS,,, -HV MNDOW WADE p /0505.01-GIB A9 PER ASTM E-ISB6 Mo E-19g6 NOODLE LEVEL D, Mo ZONE; 11 21 3) BASH PROTECTON ONLY AND / 0725.01-86 AS PER TA9 202 PROTOCOL. 2. NA BILAOC(D AND HV WINDOW DUOS ® ARE WyWEERED TO WORN N UNISON WON C4CH OTHER UNDER ME CONVIIL UN7ATIONS MAD CONDIRCN9 Cr MM WOMM ON SHEET 19 & BARMA H.V. ACCORDION INS (W SCREWS). NEED AT BLADES MW E AND FOR DWECT MOUNT CONNECTION TO HACKS SNAIL BE )1422.75- AND /1421.75- RESPECIMFLY, 410-W NUNNW SEPoES SECHANCES STEEL SCREWS MAIM 135.0 AM YIELD STRENGTH MD LED AN TENSILESTRENGM. PINS MALL BE COMED WON BORE WDACN]SNIEID COATING SSTEM AL uM ,,,f NM BY CQ Nµ,,µ PN G MPLIGTORS. REMSIERM MINERSTi,TY, SYSIEY9 =,DMON. S MUST BEAR ME NV VANNNG ON THOR HEAD, MA BEEN 4. ALL ALMYNUAI PTRUSIONS SHALL BE ALMMNUM (SSOMMON ALLOY MD TEMPER AS INDICATED ON SHEETS 2 MO & MINIMUM YIELD SUIENGTH FOR 6063-TES ALLOY IS W.0 AN MD 35.7 AN MR 5005-TS ALLOY. & ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES 0 CORROSION RESISTANT MUD CARBON STEEL AS PEN ON SOME MIN 60 AN MIN. YIELD STRENGM AND OO AM MM TENSILE WRMIMH AND SHALL COMPLY W/ FORIG MILDINO CODE SECTON 241IJA4. 6. MIS TO BE ASTM A-307 GMvAACM EDUE, OR AR1 EMI OR 310 EWES SWIRLSH STEEL WITH 35 AN MINWUM HEIR SNENCTL 7. SEE THE FOLLOMNG SNEEIS FOR ANCHOR SPECNMATON& HV BLADE 0 1 1413.14.13 AND 20 HV BLAME O & O W'GRIDNG W UNISON: 12. 13 & 15 & THIS BERTH NV. ACCORDION $NUTTER SYSTEM BEARS A U.S. PATENT 15'779=. COUPOUE OF THIS APPROVAL ME COVERED, IN NAGLE OR W PART BY US PATEN t5'459,179 ISSUED TO C TRIO AN EAL SURLY. INC. 9. a SHALL BE ME RESPpM51511ATY OF TAME CONTRACTOR TO VEPoM ME SOUNDNESS OF INC STR,,,,, MODE EHUITEH BE To BE A,,, ,ED TO OHURE IMPEL MCHCRAGE CONTRACTOR TO SEJ./C.AMM AL SNEER COMPONENT EDGES WMCN REMAIN, OU IN THFASTENING CONTINUOUS F,,,= M, THE NI TO PROVEN Mel", el", NNUMSMAL 1O EACH UNIT MUST DEAN PERMANENT LABEL W A VIIEM PLACE MAIM WMNNG ROAM DURING PERIODS OF HURRICANE WMNINOS HONE OWNER, TLVANT, OR OTHERS, MUST PROPERLY CLOSE ALL HY ANO HD CF2IIERMAIFS MD FN¢NE OR LOOK ALL AD' Mo ND LOCKS. I I. MOOEN MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY MISSILE 1OG11DN AT WOMEN SHUTTER N ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING COOS CUE LAHEL SHALL BE PLACED FOR EVERY OPENING. LABEUNG TO COMPLY MITI SECDON 1709.9.2 OF ME FLORIG BUILDING COOL 12. BERR4 H.V. ACCORDION SHUTTER SSTe's INSTALLANDH SHALL COMPLY WITH SPECS NOIGTED IN MR DOMING PLUS MY MILOING Mo ZONING IRGULATGYS PROHDED Of ME JuRI501CTON MIERE PERMIT IS MPLRO TD. 13. (0) THIS P.C.D. PREPARED O7 MIS GROWTH N CONING MD DOES NOT PJA WEE INFORMATION FOR A SDE SMOIC PROJECT, L& WHERE ME SITE CONDITIONS VEVNTE BEM THE PLO. (D) CONTRACTOR TO BE RESPONSIBLE FOR ME SOUBC11011. PURCHASE MO INSIMLAnON WCLUDNG LIFE WET` OF MIS PRODUCT, BMED ON MIS REM, PRONGED HE/SHE DOES NOT DMU, TROY THE CDNDiTKN$ DGMIEO OH MIS OOCUMFN. COVWRIICION S47Ett AT 511E R ME CONTRACTOR'S RESPON,,,r, , (0) M6 PEA WILL BE CONSIDERED WALD F &THRED BY ANY MOVE. (<D BITE SPECIFIC PROJECII SHALL BE PREPARED BY A nONpA REgSTFREO MONGER OR ARCHITECTWgCH WILL BECOME THE M,,, 9 OF RECORD R SABLE F(EnA) FOR THE PROTECT MID MO xILL BE OR ME PROPER USE OF ME P. M EIGNEER OF RECORD, ACTING AS A OMEGTED MOSIEER TO THE PLD ENGINEER STALL SUBUR TO 1W5 Mr., TIC SITE SPECUC OMIYINGS FOR REVIEW. (W) ORIGINAL P£D. SHALL BEAN ME GTE AND ORGNAL SEAL MN SIGNATURE OF ME PROFESSEWL ENGINEER OF RECORD THAT PREPARED R. GENERAL NOTES SHEEP I SYSTEM COMPONENTS I-M SHEEP 2 SYSTEM COMPONENTE 21-37 SHEEP 3 TYPICAL SHLRIEL ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE & WINDOW DETAIL AREA 2• FW HLADF n AND HV WINDOW R AQF lip (WHERE APP 1 .AR n MILL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 NSIALLATOM DETAILS A-F. CONCRflE/BLDCK SHEAF 6 INSTALLATIDN DETAILS G-M, CONCRETE/RIOCK SHEET 7 CENIERWTE DUALS HV SHEET B CMMRIMATE ALTERNATING DETAILS M' SHEEP 9 END CONNECTION DETAILS 1-6, CONCRUE/BLOCK SHEET 10 MAXIMUM SPAR TABLES SHEET II ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 MONTE SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHED( 14 ANCHOR SCHEDULE —WOOD S1FET 1s WSTALATION DETAILS M-R, WOOD SHEET 16 DISTALLAnOx OETARS S-K, WOOD SHEET 17 Mo CONNECTION DETAILS 7-12 & K. WOOD AREA 3' HV WINDOW Pit AnF Q SHEET 1B ONLY TYPICAL SHURER ELEVATION AREA 4: HV WINDOW MADE n ON SHEET 19 Y NSIM1A1"ON DUALS. METAL SIVD WALLS SWEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF To 1Y-\\" . �A/✓ +4 0200 RIEC& W1c 02017 EASTERN MET& SUPPLY. ANC *' 75 LL- ArS.S�A� Accordion Shutter System bI111E 6r� ,y (. HV. BADE #, W/ OR W/0 N.W. N1NX71Y BADE y K� TILUT TESTING & ENGINEERING COMPANY American ShMHgF Systems Lv. H 0E ImOx as OPAMN W. LD f p` ALES] f4W. ]61p 44 as JUT. NiL1M4 GNpp$. RCRq A16 Association, Inc. 1 aLG 15-085 727 1 DAM 07 27 17 Pnme: (30e)eI-1510. rev; (J03)m1-E31 4268 Weslroads Drive 2 rfi$�•''L� -pia 1°oo�D7is West Palm beach, Fl 37407 a Y.yCys DRAWING No -•. S/ONA1.E,4 WMTLR A TAR,,. P.I. . 17-107 PE MA,jcuCvey,.,/nA, ROYDA Mc/44167 US PATENT R' OF USE OF ©HV ADJ. FLOOR TRACK \ QUALIFIED FOR USE W/ HV BLADE �5Q61-76 ALLOY 2. SLMPY—. SHEET 19 ..OW' 06J' � 6I0 1.606' 11 HV CEILING HEADR 0 FIED FOR USE W/ HV BLADE 1 ONLY, SEE SECTIONS FOR VALID 6063-T6 ALLOY AND TEMPER WLXYNY WII I• .02- (!: 212E ANGLEc OVAL7FlED-FOR-U�,SE W/ HV g nP. E�HV UNIVERSAL FLOATER QUAURED FOR USE W/ HV BLADEQ 60D5-75 ALLOY AND TEMPER BLADE HV HEADER/SILL OALIFIEO FOR USE w BLAD[ nONL' 6063-T6 ALLOYYW/ AND TEMP ALUMINUM ANGLES OUALIFIEDFIT USE W/ HV BLADE 11 ONLY. 6063-TO ALLOY AND TEMPER ( O)U&FIED FOR US[ W HV LLA DE 6063-n i6 ALLOY A TEMPER_ 8O HV WALK —OVER TRACK OVALIFlED FOR V((IIg�) W HV 6063-T6. ALIOYEAAb TEMPER C011PONENT A 9 TI T3 Q 2' V UAX. 1/0' 1/0- T 5`MM 0,192' 0.192' 19 2,V Y MAX. 0.190' 0190' 49 2' w MAX. 0.139•' 0.131' @5 NV 90'118(r `STARTER QUALIFIED W BLADE (1J �oR USE W/ 6063-76 ALLOY AND TEMPER B,2 12 920 Q9 HV TRENCH T OUAUFl LA FOR USE . FN BLADE (li ONLY. 1A HV RAINGUARD OUALIFIED FOR UUff(�1} W/ HV 6063-T6 ALO�E4 TEMPER. 0' P ..........F(lIT� 02017 TLLTECO. MC. LTE G O A.S.S.A. AmeflCoO ShOMar Systems Association, Inc. 4268W West POITD BMeh,, eFL E33407 C-017 FAETEON METAL SUPPLY, INC. ER A VTM Accordion Shutter System HV. BLADE #1 W/ LR W/0 HV. W7•UOW BLADE Imo/ * 7 TA OF i s .,QAIDa,Q.\�4,j33A3 IOu�t1eett FF'.�r III P.E.3EACiCiF,AA9P11�FYnATF TILLIT TESTING & ENGINEERING COMPANY 63" Ns. Mh s. 4 3DL xxmm wSDN wM uI0 i30�76Tr-1vD.Pu:(30s e>I-1... - Ah PI•=ouem.m.„ 7 nALR=I A 4WT oi. P.L. �'• / 1616T ... 0luwnax DAM wxN 6n tee. I OLD 15-Ow /22 I wm o2/n 17 / 2 3 DRAWING No -„-� 4 _ t,1 RV CENTERMATE FOR USE W/ W BIADE(Il61 6063-TS ALLOY AND T[MPE _ all n '++m` W �� ano• Pw+ PiaM aDanON ,r,2, " Y LOCKER FOR "T" 0 .MWAll K CCNTUMATc 'Ey QUALIFIED FOR USE W/ W 81A0E I ONLY LCS QUALIFIED FOR USE W/ HV BLADEOONLY 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 19 ,9� O6S' 2ll -gg 3� OUALFIEp FOR USE W/ FN BIADE I Ae K9 ROD 6063-T6 ALLOY AND TEMPER 1, ® LOCKING RODD OUALIFIED FOR USE W/ W BLADE(!) nyo/6063-T6 ALLOY AND TEMPER INSTALLATION WILL REQUIRE A 7/!6 /� 11 i�6/ HV 3/8"6-16 ACF_TAI @ HD NT R � QUALIFIED FOR USE W/ HV BLADE 1 d: l'.7' 6063-T6 ALLOY AND TEMPER I/1'e (37 HV t /4" 0— 0 AI I 04 SERIES S.S. THUA[RSCREW QUALIFIED FOR USE W/ W BLADE D AALIp"P�'l �+/4(/J✓ i emn mrzca. we. 9; *:aT�> TIWT TESTING k ENGINEERING COMPANY STATE OP :.� i ana N.R. naw sL, a.. xs x4CML 4La0ars. nam+ N LA Pnom:l]09b>I-I31D.re.: (JaSIMI-IAI .. �49 . ,O1RA1ID(p.:rt 0 F LFA .RM\arr.IP$ ml-'aao6)w oLLsd.: • 49. ..YI�V all nK)W A tAYT !r. P.L n Iatainl.Te ilMlX Lk. /HIM -v b .sAs• ¢g Di oOO �Y 9 0 I IMIGHESS LOCK OUAUFIEO BOR USE W/ )IV BLPOE (1,)h (a ONLY. !IB' ry 16• AFTER PMEIW EVENT RNETNG 1/4"m-20 RIVNUT* :M.-13 AYOY) WaE n,,X M. Na AS YNNIACYLM) IN Awn W. h1W JMEY CM54 OR [aeI♦. RNAIIVE LOCK FO1 USE 1V/ NV IE ONLY. L•MWBNRN CNINEF aR ai/ P'MNCD+ OB]!' U' . 1 .It6' Ym. MUYBTMRN a,LwDDT OR KA 1.9 Yln mN+eDl 1.]B• un.. (R HD LOCK BY RECENT NMgY®YORRS SERIES OUAUFIED FOR USE W/ W BLAnE A.S.S.A. American Shutter Systems Association, Ina. 4268 Westroads Driva West Palm Beach, FL 3340, —i> KOOK BOLT LOCK. I @ as city Hurrlcan TN. SUPPLY. wc. RV. BLADE #1 W/ OR W/Q KV. W WOW BADE . N or6enmM pArc DIM. B. L- t olo Is -Des R) I a.m DT s) n DRAWING NO K 17-107 SHUTTER ASSEMBLY SCHEDULE FOR HV HV Oj HV BLADE 1 ® NV BLADE 1A ® HV LONG RECESSED NYLON BUSHING HV SHORT RECESSED NYLON BUSHING 1� HV NYLON HAT WASHER © HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870%3/Ie' THICK NYLON WHEEL 0.168'0 AISI 302 SERIES S.S. RIVETS © HV 1 3/4- ACCORDION PIN W/ ®e HEAD s © HV 2 3/4' ACCORDION PIN W/ ®B HEAD IR I POLYCARBONATE IMPACT RESISTANT HV WINDOW nor. 2 1 � J19'0 S EXTERIOR 1 I I 4 FOR® or i GEEWIPEUENIOR S) I ! QOR i (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR ® «0 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O OR HV ® BLADE. TYPICALSHUTTER ASSEMBLY F.Is. (2) HV PIN ®MAY BE USED IN UEU OF ®AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV lO pa324- BLADE WHEN CORRESPONDING TO INSTALLATION "N", SHEET 7. .a<e�r O. (3) HV PIN 0 OR ® W/ 1/2" O.D. 1/16' THICK S.S. WASHER Tm 0 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 'B> SHEET WHEEL CARRIAGE DETAN p 010 + I,� ® EXTERIOR xv PIN ©aH A) C>�OR (SEE N KNUCKLE.FOR (5[[ QUIR • FOR REOUIRCNCNIS) I� g.f. MB Y LAYOUT .2017 FRISCO. me. 771 LE O TILUT TESTING a ENGINEERING COMPANY N55 NDc J. S, aN. ]Da, ]wau DuaO4 lum. v PXm.: n051e)I-10]p . rp, :'E2mpn-ISJ1 a-roL n1,4e0e%[Dm te-DLW)1s "RE, Uc A Nf 44157 R.aR On xwv J1175. lam 7� OWE .0525- 1l1, ,C .0625 W2S 'ATIVE PLASTIC LEXAN NOTE "F- ON SHEET POLYCARSONATE SOURCES FOR 4 nlw. IAifM[ RIDai d7m nvaea euo,a maalrt s e� anent wwr NGaWftxI Lw am ae,, DRY.IIOO 31RpgM � SOX .a.eW W 0.%O 4LL IV=IpVL eRfAGIX9 TOp 0 Iapb p.,l I;eW hLL na'aDl INA19 DP LC LSN mN ]W,pb Ret ]NJAO aµ my le n-Vw n nb/n Damn •sry meN as can s p a al MnOr..a c AtiN DL]f 41 a.aS9 a-1 lL9 3Y RIIId a{ry plpA IbD T p!l'I N]01®4 un plv *a az Dmaam mu w.MDaxc .m ve Nm pu um p,a mmt nmm DvaP nunmm anv w N•1 o-.c IneD r•L A.S.S.A. American Shutter Systems Assaclatlon, Inc. 4268 Weslrocds DrWe West Palm Beach. FL 33407 1-11 tAN I.N vUAL SUPPW, mc. DER M Accordion Shutter Syst H.V. MAX @1 W/ OR W/O HV. WINDOW BUID DRA�N. 01 XOLDDDsc1e5p-20ro8x5 wwrtrt eeAa..axNx eenr: L 7/1 07/2)cc, WNO ND _1071 ON 10 a ML III I�L��Y�L��4'�f'LI��LI�S�Y il1L`I a o• o' ©. u. o. ©, o. m' TYPICAL n HV BLADE SHUTTER ELEVATION N.T.S. OR 00�� SHALL LOGTION �« Rj` BE USED IF [ MAY ALSD OE ol I OF CORNER CENTERMATE 4. MANBAUW8)E AND INSTALLATI ATTACHED TO I AT TOP h 601 MAKIMUM SHUT HE HV LOCH er ® SHAH BE USED AT 1, OF SHUTTER SPAN PON ANY SPAN Or SNUB SPAY FOR SPANS UP TO 105', ANO FOR INGfALI�TIONS T AlR1' MAY BE USEDAs AN INSIDE OR OUf510E LOCK; ATTACHED TO �JI OR K 1/2" LONG MT HEM S.S. N.S. LOCATION OF LOCH SHALL BE AS INGGIE4aN ON MICA. SHUTTER ELLVAno, LOCKING RODS SHUTTER PERT POSITION (NON Y PURPOSES, UP TO TWO HY OF LOCKS TO CENIERWI6 03 OR AIR B. MANOARTRV CONDITION /] MR MEYSTONP MQUINIM 'S TK' ONE W LOG( @ Or ® or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN MR ANY SPAN OR 12' ABOVE OR BELOW 1/2 OF SHUTTER SPAR FOR SPANS UP TO Ba', AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOOK (8 or 0 or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO ® or ® SYWNERPoCAL CEMERMAIES W/ (2) 1/4-20 K 1/2' LONG MT HEAD S.S. M.S. L YON OF LOCK SW BE AS wD,,,M ON TYPIM SHUELEVATION. USE OF LOCKING RODS 0 W/ OR ® TOP SHUTTER ELEVATION.AND BOTTOM IS COUPLEIELY MANDATORY. *NOTES ON HV 'T" LM2 AND CENTER c 19 BE 0/32' OR 12' 1• : ONE ALTERNATE NO LOCK (5 WT,E USE, IN UM or IN LOIXS f� ORWY FOR ANY SPAN AND mBUVAT10N5 AT OANY EIEEVATION. AURRNATE HD LOG( ® MAY BE USES As AROACEWER wstAi AS141 S�'EO pII50NoxV$MTiOp iia MW/C, 9,IEEi o BLOrf.'K wr 6E it✓n,Ot, LIEp w� MIUSPAN OR 12' ULYOIUM BELOW OR ABOVE MDSPAL USE OF LOCKING RODS @ a COUPUEm:y OPTIONAL 0017 mum me. 1a > IL ECOLNa. *' TILLIT TESTING A ENGINEERING COMPANY C 4N, e»s Nv, My s4 W. sof, xscaa rARtLY3. road A '-A1 Plwnr : poslail-1sS0 . ra.: btlllBil-:b1 TLCReA to 2 A.S.S.A. American Shutter Systems Association, Inc. 4268 %Yestrocds Drive West Palm Beach, FL 77407 Wgul r whim MLUL 5UPPLY, 010 ER H TM Accordion Shutter Syster BIDE p1 W/ CR W/O NV. VAN= BADE DES"I"O DAN W. IN: LC. OLD 15-085 t/21 1 oArO O) 21 p DRAVVING No 17-107 SHEET 5 OF 20 POURED NCREIE ANCHORS POURED WNCAaE POURED (SEE Ba1ED11{E W OR CONCRETE BLOL1t RQDNcRM E 0 RW'CRETE EWNIEO SHEET IS) AEOIINEO 1/K'0-2W/"' SS. �m[1 CONCRETE ANLIIORS NACHWE SCPRK (SEE SCHEONE ON SHE[I 1]) ' i i I B �.7`.nlo\[ 16¢ WuwvA®Ox a® >/)� /� (SEEANMORS SCHEDULEC13) X[➢UlE OM NUR/O It' O.C. / - 12 me 14 1WEHME S}CpEWS s // L Y �i ( r 1/j. / -•-- UUSINGG• 10/P-20 NUTS 19 EO CO. IIF-' l�r E. D.• i / .2'JO• YR.. / / 13 2 it 1 ORU.. SEPMUHIN TO DIASS EAStUOEE55-i ONIp010 py 1 i U . si:,P PON ED LUSS I 1 GV55�Ir -(BEE SC•EOUIE'ON SHEET 11) ASIMG I (SEE SCMOUk ON SHEET 11) OA GIAss, HV WALL HEADER INSTALLATION Q HV WALL HEADER INSTA eTION + K YSTON EAmxc I r• •c IxA •LNWAI YW. SEPARAIgII TO �GW., ro G/5, 0II I : I OR YM. SEPARANON TO.GtA45 I ' 1 EIUSIING—A SCNEWLE di BIIEET 11)fE Ld1mQu10 I(SEE SC DALE ON SHEET 11)KIDZmYQqESRNO,fOPpONA1 1N'un.. /__12 weL -' 1/N'0-200 / BS. � ' i �E CO PHx11P,m�55 NFAD//S.S. PN¢IIPs CONCPEIE INCHCRS lr"O YACMNE SCRE'WB USING t I / CONCRETE ANCHOR,REPS (BEE SCHEWLE Ox SxEfl Is) VMS 1'IH•-20 NUR O 12- O.C. (SEE SCHEDULE ON 20 NU WHINE SC D.C. POURED COH[REIE� / . l' y'" UK POURED CONCRFiE SHEET 13) NNCRETE w BLOCKOR CONCRETE 8CN REQUIRED sciuE REQUIRED OD WA I INSTAL (SCE lmON RED CONCRETE SHM 14) FOHV WA SILL INSTALLATION ATION OR CONCRETE OWCK N"IE RED"RrD EQ HV WALL SILL INSTALILATION HDiE US [ONBMATION OF SECROY,,. I- SEE SHET4rONIPMSNUIIEA INSTALLATION DETAILS W/ 2- YIOUOUIRN*C SECTIONS M BE COUBRNO •(BEE SPEq�RCI °!b 6 01 5HEEI 1,) ' "w'gI� is tIJ HV BLADE IN ANY YAY TO SUIT ME/ N SIUMIANOH. r r// ; PI TINA T) '- RORNA BUILDING CODE Non Nigh Velocity Hurricane Zone DWI mn00. L:C. 02017 EASTERN YEUL SUPPLY. INC. ERT NA 4 ' 1 N a' 2 AnSmISA■ Accordion Shutter System KV. ES-AVE N1 W/ OR W/O HV. WNDOW HA➢E TIWT TESTING A ENGINEERING COMPANY American Shutter Systems cy,.0 ottcRi x Art oauH en. La, f.< d IIISS N1Y x>A Bu w,w, xnanaAO,As, Aam. a1x Association. Inc. 1 D(0 Ie-aes n 2 1 on or 27/17 onNN : (205)er1-ISA , r0. ; (COSiol-I91 4258 Weslroods Orin 2 -L$YS1� •�G 11�'' ^ .-�wr: ul.caeaxca. DRAWING No �..... ,I' re-ao2mw West Palm Beach, FL 37407 2 I///I/r�•• 1PAa[A A tYl1T Jr. P.G 1 7-1 O7 P.E.-SEAL/SIGNATURE/DATE R0"i°" Y` T `"Is' B SHEET 1 8 OF 20 CONCNEIE AICHM PDKTE w mvaml COTKRETC (SE SCMDUE ON SHEET 1]) r ]o ¢m 1 OR O ' REOtaRFD �_. , r ESE Or T. som,E w� ® DUSTING;�S� I r taw rd ' . r vm UIC 'O1roa�'v N rfsuEOsn�i 1 ambepy 3 mm Ire fi l•o,,. .A^Ai ya WGIUN r I r rr ESTIA50� err I r R SC/IOeWNG WASHER HEAD I r ; ;,,i I 11 aR GR7 a/a ux. TEK OVg D 12- o.0 CONCREE ANUORS r I) O r (SEE SCHEDULE ON SHEET 13) I. // / I, To , / , A // • / // APPUUE I;z=l EDGE Or—, f.+f `i /'Ii /� �IA✓s / sMuaE VF r SL8 6 ,r l i'.II2• 1 r r ONT Or /r r i/ i AGPDUaIE r to. f� t /'D� ,i /'. sftu9 eE /. A /f//i!: 1 O O HONKED r r r % /f/ • / ' r / C EX 0. CONCRETE MT HUD CONUM ACP M aam0)t® ®CONCRETE E. 0.• O• / R m MI MEN CONCRETE ANCHORS; REGUWED (SEE SUEDA: U SHEET 14) (SEE 501E3RAE ON SHEET 14) 11 TRENCH INSTA ATION HV WALK -OVER INSTALLATION AMU ONLY FOR UP TO +70. -75 PSF AS0. Q1 HV FLOOR INSTALLATION t DESIGN PRESSURE RATING @ FOR SPANS PER 7 HV CEILING INSTALLATION SCHmU(E /3. SHEET 11 aPat iil� aiA9sIG �.rrn 4mAnPx to OAq 1.L'1 !I! .� �iai�Nc�EEr { eTr UK 3 ' I OTn r L 3 09 Q I UAc I/ J llo. P NFR '/ - v' swnT A nmr nmxei IU6 Y° . OF POU, Dna.Ca ImE t o I 1 H r c.a• ' aaTA Tlm J a ru/.1]x. /14J/a• H. NCAO TEK WRONG 0 9. O.C. T ]F �' � ]/9• Rya OR 1/4•e-20 S5 US. W/ NONE O e O.a DURnaTE AS„ORS (SEE 5[HEDVE ON 6 (/ 6 7 a /IW/f sns. _= 1 T' 'O O 9. 0. C. �. I •• /r'%• I/.-r-'AJ/••ssPs I 1 /4 ,'. I'.i��� Ynx. I �(f SHEET 14) M1 1/3 r �ir/+`• O 12OC I 7 OR �f'/i ' / �•r ,E• . ;' rI i,: EDGE OE rf �O SUaIF OPP HRHORUnq .1.. E.D. su) 1 ]JB ." 7/e• ,1 J r ]PPUC4SLE V 1— roNL1i �t 0 0. O.C.F.H. S.D.S. . O B' O.0^ {/ /A r /• r _ / r / CH ULE O N SEE NGrt 1J a POURED CONCR (SE 9UfODE ON ON WIT 1 .. Pwpsp Cu IORM EE NOTE 1](R) / m OR CONCRETE OU SHEET 14) POURED CONCRETE REOta.RFO OR CONCRETE DLOO, ON SHEET I 11KI11A POURED CONCRETE PECDRW PECURED QK © NV WALL WALK -OVER �Mi KEYttONE AIOUNTINC I:q[ ATION INSTALLATION u4x•rm s7.o. wsax rREssNRu .e.,-u rP vAKDA DADD mx e•_n• t t THE; • E. 0. EDGE DUN REYOVARIE WHUIN TIME on I- SEELUM 4 FOR rfl1 SPUTTER (SE SPECOICATONS ON SHEET 1]) OeA AFNERYTO M OPCPIaIE [%n O SEE SWOONS OF M9 � ]-YDTIHTWD 9EL11a45 GN BE COYIM'ED INSTALLATION DETAILS W/ C1) HV BLADE D ANr COAT m star ANY INSTAIUIION. 1EI11 p A. T "-tee FLORIDA 6UIIDING CODE Non Rlyh Velocity Hurricane Zone; _ LLT •'........... i.• 1/9� 02.17 TRIM, we ®30O tANERH UEDL SUPRY, Mo. IL E C O F.c. /� Shutter System A.aSwS.A. AcE �.T Q •. / i,Q. `I TIWT TESTING d ENGINEERING COMPANY #1 W1 O NV. HARE //I W/ OR W/0 H.V. W7t;)jOw BADE American Shutter Systems nT „ RDd.09 p.•••,p,. .»+x...a6N.5 arxq.R avontf nxI AIe , ant D4RN W. Ec. Association, Inc. I Dm 11a Pn•n• : (a0.7671-ISw . P.: (M)871-191 T5-oe5 ]/]] 1 MOD O] 27s7 4268 Westroads Drive _ TONAL EN6,nI'1 m1% e0 °2 �'�. aoafi]le s West Palm Beach, FL 3b407 a DRAWING No _ P.E. $FAT /SLDNATIIRF/nATF TUOROA tam 111 44167 a -•.__ END WALL C OUT 0 UAILS ON SHEETS to IS r �NamaNla 6xaRa6a©.N Nas©-® 0 INSTALLATIONS W/ 1 HV NO U(Rx IN FXRTNa4A5$ Ota®AUI)MR i/ MU BLADE W HV CENTERMATES s*eA°`�° °"* ""°""° °""` alnmwm uPw.lwx mix euncp OR 10•®a.©•®aQ.©a S ND WA ONN TI01 E]ISTINO cuss IL ©,O,©a©,O•®a DETAON SNET:TS t0 & ®•�ap.�ap.©a----------------------'------------------ - eNN�'Rs 1/.•. rertpx A m aetKREtt 1/z• a®.® ET LON IaP/oorteNI airy-( s.Ns. ro ruse AT F/LN ANO[E (ry>f T�5 M Iloa a• srs a IY E S dc, MIX u:NCxt. W/ HV LOCK a( QSI 1••/ CENTER *^ 5 > 35 * I IN 3 * 3 'ON SNER-11 I � � 'c FO_ HVA - ® HVB - ®- ® HVC POUR ONCRER OR r EXISTING ELMSN ETE &OCR UALL �jMlSnna • ®O0.©' �°xO' ®°� (D' �'�©' ®a _ °' / _ _ EOU \p\Eat c r AT S 6 IN ©•®'©"�'O'®w NM. SEPARAl10N �I� a l 8 a 8• To Cuss 5 .W. SEPA TION a®'® ®a * D INTERIOR ®•®c•®•®a�•® `ON`= EET`�11) TO GM OPT(SEE ON SNEET 11) HEOULE IN (INTERIOR) a®• _ ~-7 !-- — - — - OUT — — — — — - — - — - — — - — - — - — - — - C ANCHORS RS0 .2 3 3 vARIEs , „. aM a ® - OUT (EXTERIOR) NA6 1/2' %. SUCK OUT HVD HIVE HVF** ,,r(xxxY,A, v 04 F10RM BUILDING CODE Hon High Velocity Hurricane Zone ",T\I "' C '••, le 111EM. wt, W Z017 TASTER IJET L SUMY. WC. TM = �—Accordion Shutte S System iecoE■A S SA LV. BLADE &1 W/ OR W/O[ i * - NV. w M w GLACE vY1+TIVpF� , TIWT TESTING 8 ENGINEERING COMPANY ixtneflCan Shutter Mttef SY9IBRI8 n. x u.Mw Dart 6wm Bn Ee. .(•�..6lnomA :vows uv ... xx,.ax�..wms, Association, Ina. 1 °lo T6-Des ]/n/1 wm oT v/17 c3r•. .�-• �r Pn-w: nas7en-Iva, ra+: ryas)ml-Isn 4268 Y(ezlwads Orive x ,"V�ONAL WNG All -' Asa imaiio �" west Palm Beach, FL 7d407 a ORnvn�rvc 1Nop ••APj1, RORM UC//MI61 , /-1O/ P.E. •S6A 7SICNATURE/DATE ' SHEET e 0 20 , nl •, .a. 7. a� IN 1� sure 0s,r1 ocrra mm. nmrlRo w v¢a a I �ao O o b ®�®" !] .a, a Rmaa,6 rwnA e�]orO aeuL roo.nw . a s . ] a e a iwNarm p nes srca, N„ eC vs0 wnn nm u]m 1 •�a6jj. �,�•Il�a nm nor multi, gxirmm srtt+ 1 •� \ Dui G;� GZ G�•, ®LOCK (INSIDE) ® O 1 MH M01] )4Ree, PIC. 1 LT-TE C- TILOT TESTING $ ENGINEERING COMPANY n]] µw 1Ha .1.1 . 3s% NPW4A Npppq nylp, ]), -ae): Immecolwm re-6aeeme ROvm/. Gc. /Nib) A.S.S.A. American Shutter Systems Association, Inc. 4268 %Veslroads D&e West Palm Beoeh, FL 33407 Tlj IWIDIVIOL-na., ] r• � ffi Mlp p IRMI IIDlO ! M® IObt! p Wfi > ♦� pNiLl M141,G � LrfY M}NA 6 v4O iW ILL OLrApNtp y�(p IRVd YIAQ HV. R" B1 W/ CR W/O N.V. AWING No 17-107 ^ ' I POURED CONCRETE OR I - is - CONCREE BLOCK WALL POURED CONCRETE OR CONCRETE POURED CONCRETE 09 CONCRETE OUflED CONCRETE REOUIREO BLACK WALL REWRED j � 1/ 6LMN WALL REQUIRED r-�' OR CONCRETE BLOCK WARMED CONCRETE ANCHM O IB' OC. r .• EIUSRNG GLASS / J GLASS — — r MONG GLASS E%ISTING GLASS �_ 2' MINI _ Ir � r f / 7 NH SEPRYIFCN f " ro `� 1 — 1. 1... 2' KIN. I EO " EO YIL R'PNNTKN TO •/ON �'" r LASS (6[E SOEULL ON SNBT I/16'v3' MAK it F�B/UE m ," 10 tlA4 (SF KN 5 I I Fai fAAffi mµ0 (6060- C ONSHOT ,9 FDR ®dl i S060uE W 9E[T NA f / TO GLASS; (M SONE11 GTE AT 1 IR SIDE , W SIQT 19 F(2I B/06 mk QA .CLOSER PIAIE (LOfw1E 1/2' S :' IN SHFT 19 BAaL50h I/2' ® xARC19.al ,SJ) 1/2- YIN. AT EOHER SEE N4N� OF©) T� e]us(De; . _—_—_! -' /t0i1$L.£ I 0 16' O.C. I I A• USE I' OR T' NA%. _—_—_1' (AG APPLIGffi[),211/810 0 Ifi- O..CC . _—_— -! ALUWNW CUP ANGLE (6060-16 ALLO,) AT YEt00GNT 5 (2)1/4'9 TAKC µ[HORS m �(�. OR ([ SEE DETAIL N FOR 1 OR ®. BLOC CON NIRCCACfFI x WALL AT 1' O.C. (LOCATE AT 1 OR ®w C,TNFA SIDE pFO) 1 OR ®a SIDE CONNECTON TO TRACKS a 6 • 7a8 !#� .®. I �w©'Ow flO ,O •®« SEEDEEM CONNECTION TO TRACKS w.O®a®C•OO (©i����•®� O�a©' 8 ®w i�'�®•©,vY^©'®• END CONNECTION DETAILV FND CONNECTION DETAIL END CONNECTION DETAI 03 END CONNECTION DETAI UR ONG! OR • FEOINUM, ONLY Fee SPANS GREATER ntkN 12'-0' — — — — — �.CE2R�iwc CLASSRKQMEETOE NG BLOCK WALL GLASS4 UN. LASSSOPA(KFl - /,0.0 I SAS" m GLASS (SEE a ,8' O'A. D c• RI 96.T MA110N Y / A�-----_—% I IINSWI pAV ANCHOPEO 1/x•NW. TO =. `--_____ .__ ©OR©OR@OR CONCRETE EL,o k 12' ' 1I1 �eLal mno µCHOR 5 rBHA9SW 19 Fa[ 4 .` _ __ ©OR®OR�OR(j� 018' —1/2 AN. I I "EO OA'® ______ OR1 IT—O.0 I 4 v •---E ul, ry- f �. r ttQ _—_ B OP®OR(DCR e� I ♦ SEC . WGNS OF U .% RON SHETSE FOfl "ORI0R(/4OR(''� _VIEW y OR ®' POUNCE, CONCRETE OR CONCRETE BLOCK ,HALL RWU [0 END CONNECTION DETAIL SQ OR gFNJ I I PLAN_ _ 1�C-_{���_y �Silafd.(el.11i .Enl1"d.K.l. / DETAIL X VECTION DETAIL- FLDRM BUILDING CC j iL Ec o A.S.S.A. * t.G;. Lv. 11 TIWT TESTING & ENGINEERING COMPANY American Shutter Systems n, N ASS .,,, N.w v,n a u.. ,m. x,, . e.AINNA n eCA, „1< Awooraflon, Inc. 1 j1, P.-. ; (30)91-15U) . F. 1 OW0811-153, 4268 Wesl acp. Drive 2 [a-fp]p)t9 West Palm Beach, FIL 33407 , NLLRA A IIWr Jr.PAL 4 Ax nARaA Uc / AKI676] , EASTERN Mug SUPPLY, INC. 9WT-�TM lion Shutter Systl +/ OR W/O )LV. WRNBOW MAID ox oAX e1Gn[ nY: Le W0117- SHUTTER SPAN' 'L+' OR 'L INSTALLATIONS VJ/ IN,.K V. LOC0 r or or TV NO LOCKIoNG ROOS� or RMAT@ 28® 29 W/ ONE LOCK 30 W/TWO L06`lI( NG AVW WALL YWNIING f a-0 MAXIMUM SHUTTER SPAN* 'L+^ OR 'L-' 01.1 FOR NO LOCKING RC (SEE NOTES t FLOOD C� L I u�� I f100R/CILxa4RxouxroJc SCHEDULE 03 TTER SPAN* 'L+' INSTALLATIONSONE HV LOCKS NO LOCKING UDUIRWOQET m ))CONCRETEVKLWAT4NSaaa/cpu IrowmmDa.R R NL IJI-BITP b6 N 30 IB'-0' 'P-a- ]9 15'-]' I6ti1p• 40 li'-$ 15'-3 i5 IS'-6' 50 12'-3' IS-3- U'-r 55 60 ,tl-r 1a-11' 65 10'-1' ]0 B'-9• 75 INSTAILANON IFGFNp LONCflfTE & NANSORY W000 ROOR/CDUNC MOUNTING G, H, L I1, J T, U, W & X & 11 D IAA7JMUTA SHUTTER SPR 1♦' OR = FOR WSiAUATIONS INTO WOOD SNML BE UM(IEp TO 105 Pit. AS.D. DESIGN PRESRDRE WTING. t HV CORNEA CaRrEfumn /] IAAY BE USED AT NIL MOUNTING INSTALLATIONS. UXWTIG SPEOTRTT ADONS SHALL BE AS INDICATED ON NANOATORT GONDNON /x NOTE 05. SHEET 5. tt EXCEPT MAT NNOWA EaRTEB SPNI'L+' OR 'L--' AND MJD WA A.". DESGG PRESSURE RAING FOR NSTAMAl1G"6 INTO CON9JETE OR CONCRETE RUDER SHNL BE UWTED AS FOUOn : 1- OONNEMIONS TO KEYSTONE MOUNTING UNREST TO +64.-72 P--J- µ0 8'-0' SPAR. SEE NOUNTINO(E)ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" r I 175 6'-7' 4'-9' 66''---R9]'•' a' 180 ' S_' 75 ' IOU _A4r'_-ec9 BS 6'-5• 4'-6 190 6'-P 4'-5- 6'-6- H V B LA D E P.E. 02017 TILIETA, M. TILMT TESTING & ENGINEERING COMPANY we ar. ]ia e, R. M. Mu 6N nor. aD Plain , 1b]0)1-1. _ A.N.. 1— -.— WLI Jr. P.E. F 44167 A.S.S.A. AmerIcan Shutter Systems Association, Inc. 4268 Westma6s Drive Wee\ Palln Beach, FL 33407 (I) L+: LUOWUU ALLOWABLE SPA' FOR A CNEN POSIDVE &&D. DESIGN PRESSURE RATING. L-I UAJf. ALLOWABLE SPAN FOR A GMEN NEGATIVE AS.O, DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE M,,,uUM EPµ TOR WALL MOUNTINGS (TOPIBMW) OR RopR/cEIUNc: GIVEN A POSRryE AS.O. DESIGN PRESSURE M1WG, OEIERMINE MAXIINU GPµ -"- FROM SCNEDULE GNEN A NECATNE AS.O. OESION PRESSURE RATING, DETERMINE UABNUM WM'L-'FROM SCHEOU,E. FINAL MAXIMUM ALLOWABLE SPAN IS EOM TO THE MINIMUM OETERNINEO SPAN BETWEEN 'L.' AND -L--'. (3) PROCEDURE TO DETERMINE MAXWUM SPAN MR COMBINATIONS IN BETWEEN WAIL MOUNTINGS W/ FLOOR/CDLNG MOUNTINGS: FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING DETERMINE: U+. MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. U+- MN(. SPAN FOR FLOOR/COUNG MOUNRNG INSTALLAl10NS. FOR A GIVEN NECATNE ASD. DMW PRESSURE RATING: DETERMINE: LI-- NAIL SPAN FOR \VALE MOUNTING INSfAW.,W, U-- NAX. SPµ FOR rUGaR/CDUNG MOUNTING NSTMLArWS. FINAL MWIJUM ALLOVJABLE SPAN S EOUN. TO THE MINIMUM BETWEEN 'L,+', 'U+'. 'LI-' AND -U-' (4) GO TO ANCHOR SCHEDULE 1NM FINAL &UUW,IA NLOWABLE SPAN AND NEGATNTE ASA. DESIGN PRESSURE RATING TO DETERMINE IINMUM NXHOR 91'... Accordion Shutter System HV. MADE #1 W/ CR W/O HV. 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"" Av00ppppmpm0 UtppOIpp�OO mmm t00tO pppppIIIAE* 00 F�1tag000m0000O��p40�®�0 E•OOtCtfOmmm000O0ppppmOpO SEE ' 7I000O mtQ7mmm00t7ppptFf7p�7tt70 GLADE 9O SWEET 10 7v000mmmp0000pp�pppOO 17 t000ta mmmt[7m00t0 ppppN pmt0O0pp 70I000 m®mp000oppmpO m"'e6vovo aimE�'i®®ov��nmogoomi� mnotta�i oPioommmoe000�g��no©o m0000voD?Elmp00000p . p loco mo0ovoommnovt000pppmmotoo ooeoovompm000voprnmmp000 m000000mmm 0000ppp m0o0000MmO00tJOO otOmm�ooO m000t000MIMMMIVO011:111 000p •' In HV v' LS10I0000®F'7m1a0�000C1 mmt00�Ott0 O m000tao I`[��1 m00 000 ppp mm motoolae. poo ppp�WINDOW BLADE olotoloottattaDfTEmoottavttao ppmmo0oo ..00000toop000000ppoponooWORKING mmottattaltaooppppmototo - - - - - ' " RORIDA BUILDING CC - amn nrzco. we A� ilTc o A.S.S.A. k1, TILLIT TESTING & ENGINEERING COMPANY Arnerlcan Shutter Systems S]!S ax. bw R M. MN WGW wMA, naeW !], Association, Inc. ] 4268 Westroods Drive ° 1di°t1D West Palm Beach, FL 33407 ] x4)q A RUr l,. P.r. r LATE rwaw L0 4410 ! 4 METAL Ss ffA— ro Kv. 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PAVERS M NIY 1TN ER BE FOUND ON ME JOUSTING WALL OR UI ANCHORS SHALL BE LONG MUCH M REACH THE MVN STNUCTI E BEMND US IMILL NNE ES.µ MMNC BHM.L BE AS IHOIC,EG M NOTES AIT & A2) ABOVE FOR USTIL.ITION$ ON MOIL B}OMG OR On ,,, OR MMOUF MU& RENDS CONSULT MIS MG,C , FOR IHCOLLM N DDO DFS µTEN MET& 81UOS SEE SHEET 20. (0) TO MICO0 CONCRETE B=K: (METH C-00) 1/4.0 TAPCON OR TAPCON VRTH ADVµCEO MM FORM IECNN010My µMORS, AS WNUFACTURED M LT.W. BUMEN. I/4'0 . 3/4' ALL FORM SOUD-SET ANCHORS. AS gSFRBUFEp BY ALL FIGHT,BONON, BOLT & BPECKW COMPAM(. 1/4.0 ME TM CONCRETE µCHORES W/ CM AB MNNFACRINEO BY FLORUI. FN TMR, DIRECT. Ma 1/4'0 TOPER+ ANCHORS M MNNFACIU D BY PaMI FASIENBRS, INC., AND BISTRBUTEO BY ALL POpIS SERM. GGLT & SPEq&TT COMPANY ON NRY MEN AWROVED LICENSED CR AJDHCNITEO YUNGER RECISTENEO µPH CIE µERGµ SHUTTER SYSTEMS ASSOCaI W, NOTES CA) MINIMUM EMBEDYEM INTO CONCRETE BLOCK OF LO DON, BLUE TM W/ CM µ[NORS'µb TMPER4 µCHOPS IS 1 1/4' AND WONWIN AOVMCM MREADFORII TEMNO[DO'( µCHORES S 1•. 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SEE / CHOR SPA SENE000: FOR O6rAllATptS INTO PoURm VMEREW OR EORROEM BROOK NNE ON SXFETS 12 & 13 M "= BY SPM N0 DE LoNo M uaw; 1 & 2 ABOn a MWUw SEP Tom TO q SENmUR[ PER Ayly [_1PSy muo ZONE MwDIUu SEPNU,TION To CUyS I TNRU ] A an• �a C2017 ISTEm. WC ®2017 EASTERN NET& SUPPLY. WG *i ' IL ECO,,c ASSA se vR Accodion Shutter System .S�-,^1^;:-�� ONALEN,,.''NN P E ¢Gel;C11 UAT lOe/MTc TIWT TESTING & ENGINEERING COMPANY st m.. JOE MRmw Gmo00, ruma..un awr. pasoe71-u7G. Pa.:(ws)671-Mot •is N&wo0N..0,,, m-00067NB fµRR A TELo J, P.[. rtmOA U0. / 41167 American ShuttOE Systems Association, Inc. t Pal WBeachtls Driva Vles( 68 stroa R 37607 HV. 90DE #1 W/ DR Wf0 H.V. WINDOW BLADE ICY.oat[ oRAAN m Le 7/22/l aID o7/0/17 DRAWING No ' 7-1 07 [ • A 1, 1/i•0.W5-U 1- Yln. ASYY A-M GRACE i0 Ilan. VNOE! I u,. O-w GALV. S 1' U.. YET4 SLUM A, I6' o.c. B ---�1- �sB _LC 5 v. a 1/.'. o.w5• mm1 W . � 43c ASN Gµ5. 61[Fl ,RKR e' . 0 0' G.C. O 44V N, GPl➢C ,G 4✓. Re'. 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Sev. s..:,., 11s NBhY.. o,cee, a6rm, .U,6 Association, Inc. 1 oLo 1 11 ass 7/27/I a,m 07/27/12 (10*71-I53: 4268 Weetroads Drive aef ••fCOgJDP?�a°,Pl e1°a6a 0c `° West Palm Beach, FL 33407 5 DRAWING No P.E. 17-1 O7 P.E. SEAL IOREin"ATE nonal uc 144167 s -..--