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HomeMy WebLinkAboutPRODUCT APPROVAL4/4/2019 {( �I Florida Building Code Onlil .n f 61a'it�1f:11�tiAi1'aNl"dYGYil,id BOS Home I Log In User ReglsLabon Hot Tali. Submit Surcharge I Stats & F.2 PublimUmn UI taR Us BMS Site Map unk ward, I d Florida 'p ::: Product Approval tL�'' USER: Public User ProEud Appmval Menu > ProEud or Appllcatlon Search > Apprcation List > Application Detail FL # FL389-R9 l7 pn'A,�D r Jyra BY Application Type Revision St. Code Version 2017 ucieCoUn fy Application Status Approved J Comments Archived 0 Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@eastemmetal.com Authorized Signature Bill Feeley lrodriguez@easternmetal.com Technical Representative Address/Phone/Email REVIEWED FOR Quality Assurance Addr ss Pho a/Emailprsentative CODE COMPLIANCE Category Shutters ST. LUCIE//++C//��OUNTY Subcategory Accordion BOCC 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 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. U Validation Checklist - Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSO , 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 Referenced Standard and Year (of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202, 203 C 1994 2my Equivalence of Product Standards Certified By FILE hftps://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 113 4/4/2019 ( Florida Building Code Onlh,I Sections from the Code -� 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 # I 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 FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING 17- 106 BERTHA HV ACCORDION SHUTTER SY TE .PDF 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)- Drvvg 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 centennates 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 II 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 II COMBO-(Non-HVHZ)-Drvvg 17-106 HV Accordion Shutter- I and bottom) foaluminum r storm protection blades retained by tracks (top 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 AE AMERICAN SHUTTER SYSTEMS ASSOC.,Mf_ DRAWING 17-106 PRODUCT EVALUATION REPORT PDF Created by Independent Third Party: Yes Baek Next Contact Us :: 2601 Blair Stone Road, Tallahassee R 32399 Phone: 850487-1824 The State of Florida Is an AA/EW employer. gggyllght Z007-2013 state of Florida.:: Privacy statement :: Arnessibility Statement :: Refund Stateme Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic 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(I), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address If they have one. The email$ 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 W the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: ® ®aW M https:Ufloridabuilding.org/pr/pr_app_dtl.aspx7pamm=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UCB%3d 2/3 GENERAL NOTE T. BERTHA H.V. /CMM04 SNUFIER SYSTEM SHOVRR ON Res PMo= M"ON OOCUuOa IP2D.) Ills BEEN VFAIn® FOR COUP(LWCE IN ACCORDANCE MM RANT 2017 (6N COI1gN) OF ME RORIM BUDDING CODE Tw5 ACCORDION SNUMW SYSTEM 51WL NOT BE INSTALLED AT IR UI VLLOO HURRCANE TONES, DES" UND LOADS SHAL BE DETENnn'ED AS PER SECTION 1620 OF ME ABOVE WONDERED CODE. FOR A BASIC FOR)SPEED RICHARD,, BY ME AUPoSOCTION WHERE SNUTIER WyL E 8INSTALLED WADI A DIRELTIONAl1IY FACTOR KI.0.83, USING ASEE 7-10 AND SHALL NOT EXCEED ME MAEMW (&S.D.) OELGN PRESSURE ,,M, INDICATED ON SNCER 11 Mw I5, 19 M 20 IN ORDER TO VERITY ME ABOVE CONDITION. ULTMIATE DESIGN Ww0 LOAM O,NvNEO PER ABC, 7-10 SWLL BE FIRST RUDUCED TO A.S.D. DESIGN WIND LOADS BY MULFNLYWC THEM BY 06 IN ORDETTO COMPARE THESE W/ MAX, (AST) DESIGN PRESSURE RIPTIDE INDICATED OH SMEES it IHRU IS. 19 h 20 IN ORDER TO VFRMY THAT COMPONENTS AND µCHHUS ON MS P.E.O. AS TESTED, WERE NOT DUN STRESSED. A 33 N INCREASE IN ALLOWABLE STRESS FOR WED LOAM WAS 2AIE USED IN TMEtA ANALYSIS. HOWEVER, A WINO OURABON FACTOR COI WAS USED FOR VERIFICATION OF rASTE M IN WOOD. ABERll THA RfPo11 In RiS: ACCORDION 5HUFTER SYSTEN'S AOEOpACY FOR WIND AND IAR6f MISSILE UPACT LOW HAS BEEN VERIFIED IN ACCORDANCE UNIT BECTIOI MIOF ME ABOVE MENTIONED CODE AS PER -HY BLARE G) ID214.01-03, /WISAI-p3. 11004.01-05. 11214,01-05. /0317.02-06. IO6M.01-10 AND 1021001-I1 AS PER TAR-201, TM-202 AND TM-293 PROTOCOLS AND ASTM E-1686 AND E-1096 BEANDAROS (MISSILE LEVEL 0, MUD ZONES I, 2 N 3) W /12200T-10 AS PER FM 201. 11 A 21 PROTOCOLS LARGE MISSILE. -HV WINDOW ELADE 0 10505.01-0E 9 PEE ASTM E-INS AND E-1996 (WSLLE LEVEL M WIND ZONES 1. 2. 3) BASE PRONEENUOY ONLY M9 / OnS.01-BB AS PER US "a pRETWOL 2. HV BLADE OI MO HV WINDOW BIDE 0 ME LN NEERED No WORK N UNISON WITH EACH OMER UNDER ME CENTRAL L'MITAMUS MO CONDITIONS OF USE NOTATE, ON SmM 19 J. BERTHA H.V. ACCORDION Pus BN SCREWS), USED AT BLADES MuCHI AND TOR DIRECT MOUNT CONNECTION TO TRADER SNAIL or 1144.75• AND 114A1.75- RESPECUELY, 410-M MIN, SERIES .• SFALNUCW STEEL SCREWS MM 135.0 CFI Y OM STRENGTH AND ISO 1W FENSM1E MUCK POTS SWLL BE COATED WON MITI Try COANYG SYSTEM AS UANUFACfI BYNUM A CODING APPLICATORS. RECSTEIVED WiM ANTICµ SHUTTER SYSTEMS ASSOCIATION. PINS MOST BEAR ME HV MMWNC ON MDR HEAD, MPROVEI 4. ALL ALUMWUu EXTRUSIONS SHALL BE ALUMINUM µSOLUTION ALLOY AND TE/MR AS INDICATED ON SHEETS 2 AND I MINIMUM WELD STA,6RGM FOR 6083-T6 ALLEY IS W.0 kM AND 35.7 kM FOR MOI ALLOY. 5. ALL SCREWS TO BE SINNLESS STEEL 304 OR 31, ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON 50018 WTH 50 HIT MIN. WELD STRENGTH MD 90 ku1 WIN. TENSILE S IENCIN, MD SHALL COMPLY W/ FLONEA BUILDING CODE SECTION 24103.4. C DOLTS TO BE AM A-307 GALVANIZED EMI OR NL 304 OR 316 SERIES STNNLESB STEEL WITH W Is, MNILMM HELD STRENGTH. 7. SEC ME FOLLOWING, SHEETS FOIL ANCHOR SPECInCADONS: HU BLADE D 12.13,4.15 AND 20 Iry BLADE O A 0 "ROME IN UNISON: 12. 13 A 15 0 C BsAPPIT XMMON SNUFIER MON BEANS A Ua PATENT /b SUPRYNLV. '7)9,562. COYPONENIS Of IWS µPRDVAL ARE COAAND LE M WNE OR W DARE BY U.S EJ) PAIT /558 '4,1>B SLr[D TO EASTERN YETK . R4C. 9. a SHALL BE ME RCSPoN5IBLLITY Or ME CONTRACTOR TO VERITY THE SOUNDNESS OF ME STRUCTURE WHORE SHUTTER 6 TO BE ATTACHED TO hSURE PROPER MCNORAGE CONTRACTOR DO SEAL/CAULK AL SHUTTER COMPONENT EDGES WHICH REMARK, WU FASRNMG IN CONTINUOUS CONTACT WITH THE BIALDWG TO PRENENT WND/RNII WMUSION 10 EACH UNIT MUST BEAR PERMANENT UEE. IN A VISIBLE PLACE WITH WANNIA NOTE- CURING PET9aM OF HURRICANE IWAI HOVE OWNER. TEIVNT, OR OTHE4 MIST PROPERLY CLOSE ALL HV MD 1D CENTERIMIES AND NOISE OR LOCK ALL HA AND HD LOCHS. Il. SHUTTER MMUFACTURWS LAOEL 9WLL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER N ACCORDANCE WIT SECTION 17011.9.3 OF FLORIDA BUILDING CODE ONE LABEL LULL BE PLACED FOR EVERY OPENING. WOUND TO COMPLY WITH SECTION 1709.91 OF ME FLORIDA BUILDING CODE 12. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S )INSTALLATION SHAA. COMPLY WIM SPUDS INDICATED IN MIS DRAWING PLUS MY BUROINC AND ZOKWG REGULATORS PROMOTE BY ME JURISDICTION WHERE PERMR IB MPUM M 13. (I) MIS P.ED. PREPARED OY M5 ENGINEER IS GENCRC MD DOES VIOL PROVIDE INFORMATION FOR A SHE SPECIFIC PMECD in. WHERE ME SIR CONDITIONS DEVIATE FROM ME P.EO. (D) MMACIDR To BE NCSPONSOLE FOR ME SEIFCTEN. PURCHASE AND ISDAUANON INCLUDING LOT SAFEFT OF MIS PRMUOT, BASED ON MLA P.EA., PROVIDED N2/SHE DOES NOT DLIMIE FROM ME CONOTOIS pEEAI(FD ON TITS DOCUVENT. CONSMUOON SAFETY AT srE S THE COMRACTOR'S RMMNSIMLRY. (R) THIS P.ED. WILL BE CONSIDERED TNUN o W Xr o, BY ANY MEANS. \ (I) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLOPoDA REGISTERED ENGINEER OR ARBIaECT WHICH WALL BECOME ME LNBNEER OF RECORD (TOR.) FOR THE PROIECI AND WHO WILL BE RMPONSISLE FOR ME PROPER USE OF ME P.E.O ENGINEER CF RECORD AC1BG AS A MECATD ENCINCER TO ME PLO. CHOINCEN SNµI SUBMIT TO MS LATTER ME SITE SPECIFIC DPAVEES FOR \ REVIEW. (e) ORIGINAL P.EO. SHALL BEAR ME DATE AND OMCM SEAL AFRO SIGNATURE OF ME PROFESSIONAL ENGINEER OF RECORD MAT PREPARED a. GENERAL NOTES SHEET I SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY M-44 SHEET 4 MILL WINDOW BLADE B WINDOW DETAIL AREA ' W 13An n AND HV WINDOW R ADF hA MERE APPI IPAB_I I) TYPICAL SHUTTER ELEVATION h NOTES ON LOG,$ SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOC, SHEET 6 INSTALURON DETAILS D-M, CONCRETE/BLOC, SHEET 7 CENTERMAIE DETAILS He SHEET B CENTERNATE ALTERNATING DETAILS NV SHEET 9 ENO CONNECTION DETAILS 1-6. CONCRETE/BLACK SHEET 10 MAXIYUN SPIN TµLES SHEET IT ANCHOR SCHEDULE- CONCRETE 4 BLOCK SHEET 12 MOTOR SCHEDULE- CONCRETE h BLOCK SHEET 13 ANCHOR SCHEOVLE- CONCRETE h BLACK SHEET 14 ANCHOR SCHEDULE- WOOD MEET 15 INSTALLATION DETAILS Y-R, WpOp SHEET 15 wsTALunpn DETAILS S-X. WOOD SHEET 17 END CONNECTION DETAILS 7-12 k X. WOOD SHEET 18 AR A 3 HV WINDOW RI AnF 0 ON Y TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4: HV WINDOW MADE a) ONLY INSTALLATION OETNLS, NO& SMO WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA AAY _ P'P�D'..,,,•�a/✓� �:: •�ceNSF �•.•? � • : (tE6F7 * 15"A ;• AA ON17 TITECO, ITC. L E e o E■�, A S S AAccordion ■ ■ ■ ■ ATBF}CaD ShMMer Sy9}BRIE ABsoDiBtten, Inc. 4268 \Yes(rCoal Drive West Palm Beach, FL 33407 0200 FlSHEflN METAL SVPPLY, LNG, B A Shutter System W/ CR W/O N.V. WIC aotE TIWT TESTING A ENGINEERING COMPANY A,SS ».. 31- SL. U.. SoS. A IAACs, Raw uI vlw.x: EwsM7 sx.rQ{Su)eaI-DUI .ALTERA. P UTI41. PL FLOMA Ua• 1 44167 FPCM Dort DIYAN 9Y: Le -085 7/ 111 P.E.-SFAh4cpAdAYIiRF/nATp nRV.#I DRAWING N0 17-107 __ __ `Jl HV c0 ID B e0 COVERED UNDER US PATENT 8 5458179 HV WINDOW BI ADFe/ OF USE OF BLADE4��'CN SHEET 19 ItJHV ADJ, FLOOR TRACK QUALIFIED FOR USE W/ HV r 060• 0' A !s)O- il HV CEILINGH ADER O TIED FOR USE Vol HV BLAO�pl ONLY. SEE SECTIONS FOR VAUD 6063-T6 ALLOY AND TEMPER NN YYN YIIXI on- 6t SID_ AN L c \ O ED FOR USE W/ HV -' BLADE (i'1 E OP �I �3-iHV UNIVERSAL FLOATER OUAUFlED FOR USE W/ W BUDEQ 6005-15 ALLOY AND TEMPER vaM1Es I' t - .IOG 3 <_ H 670 HV HEADER/III,., QUALIFIED f3- USE W/ HV BLADE (I�ONL 606}-T6 ALLOY AND iEYPC v ALUMINUM ANGLES QUALIFIED FO$ USE W/ HY BLADECV ONLY, G063-16 ALLOY AND TEMPER 04 WJMU OUAL.IFIEO FORM W NV BLADE i 1 6063-T6 ALLOY A TEMPER_ 80HV WALK —OVER TRACK OUALIFlED FOR UAE V!/ HV BLADE (1 i 6063-76 ALLOY U TEMPER cMIPQ'iENT A e 11 1$ © I J• 6• �'' I/6� 1/e• R' 5"WJ 092' 0.19] (� )' LW.I I01).5- 0.11? .90' MA0.J9'OIJI']' S ] I (S)HV 92/180' STARTER OOAURED FOR USE W/ NV BLADE CU 6063-TS ALLOV AND TEMPER ?a. 99.' ,92ego0 — O9 VRH URAC BLADE �W/ ONLY. HV 12 CORN R POCTc Duln60 FOR USE 1V/ FN BLADES 606LL0Y AND TEMPER CO HV RAIN . IARD OUAUFTED FOR U(($�$1))E W/ HV 6063-i6 LLODYEAIID TEMPER, 1tp"PV 41`^ I(l A/ ............ C2017 WEC0, WC. ®ROT) F/5)ERN METAL SUPPLY. INC. ,r �= 1� ✓' U ..y r.,I • KTITE OF ; 0p;. A� O (• ` 0 c�iis ••OAID .\v�11 /Oppee11 FT•..WN 1:1 P.F:'RFd7 7SIF.AaT WrInATc � E' c o ,wc- AwSmS.A. American Shutter Systems A990010AOn. Inc. 4268 Westmed, Dr., West Palm Beach, FL 3340, BERTI�A�VTM Accordion Shutter System HV. BAIE #1 W/ ER W/0 RV. WNDOW axx TIWT TESTING a ENGINEERING COMPANY 'AAA ne. xv. sU sa. 30 ..R 6,A,Me. a D16 Pam,.: w5wl-'NO. Eer. (ms)eT1-1531 -�L maRoea� [e-RGoene W41Ce A 1YLE J.. P.E. ELOR'6A Uc 14416) W, aaw oArt Ow..m 6e Lc. 1 OLD 15-Oe5 T 1)/1 GTC W/9)/O O ! DRAWING No 1 �� 1 OJ _.._— . . HV CENTERMATE FOR USE YI/ HV BLADE O& 606J-i6 RLLOY AND iCMPFR T L nr PUN meM [LLYAnOx -� 2 LOCKER FOR "T" LOCK rNTERMATr OUALFIED FOR USE W/ HV BLADE(j)ONLY 6063-T6 ALLOY AND TEMPER 191] Do'" xlA t �.R u o A ROD OVAUFIED FOR USE VI/ RV BLADE 1 & t(A�. 6063-76 ALLOY AND i6NPER (@ LOCKING RODA ouA nw FOR USE W/ HV BLADE011 6063-TG ALLOY AND TEMPER )INSTALLATION PALL REQUIRE A 7/1E 4' 1) 9xx•� QUAUFIEO FOR USE LY/ NV BLADE I ONLY �9 6063-T6 dLlOY ANp iEYPER `� 6063-T6 C& HV 3/8.0-16 A( t1Y CORNE O AUflED FOR USE IY/ NV BIPDE 1 ONLY 6063-76 ALLOY AND TEMPER OUNIFIED FOR USE 5Y/ 6063-f6 ALLOY #3 BL r OUALIFIE, FOR USE V!C HV BLADE I & 6063-T6 ALLOY ND TEMPER �1/Rb �HV 1 /4" 0— 0 AISI 04 FRISS�oRSCRES QUALIFIED FOR USE W/ HY BtAOE 1Q O'AI] h1EOD. MC. i; ILTIEC0 TILUT TESTING & ENGINEERING COMPANY 6]St M.P. 31T 51. $M. _00], MGLT'A PANJRS. ,]y.OA J] ..TER A. TAUT ". RE. OOFOA Uc 1 MI67 >o e �c rAa • � M / nwsu olm IYN{e PAiI:CO V63NN "aa l muu rIR¢w HV LOCK ® HV EGRESS LOCK 7UAUFIED�OR W/ HY QUALIFIED FOR USE Vt/ NV �0. ONLY. BIADEQ& gj! ONLY. 250. 0.0, rPL`5OC HEAD Ie MOUD R 0. , 142.60" AFTER RNETING t/4"Q-20 x 3/4" BUM RNETINO S.S. TH 1MncCREw 1/4"0-20 RIVNUT• "ffAIE4 RAM I]L ¢ M (M4-T3 ALLOY) LMGE Y,,R" MW @I.� 4EET AURERI. PAPf F OBIO. AS WNU[Acm. BY Am [J1EF=Y ]p1041; PIAyOPFNY. NEY ugr, O)ON O8 Eg HY ALTERNATIVE IOCK OUdUFlED FOR USE QUAIFIED FO$ USE YI/ HV %V/NV BLADE L• ONLY. BUOE 1I ONLY. _A57- I �% 5A3" K I ° O 1TnuNBTMRx CYLIIIDEN OR EY LYl1k0U 0P75• MAP. W MUMM°ftV CRPMAx OR NEY I�s v;�.l L�vzoa+ LOCK BY REGEM nAFDW�HD MORTISE L $ SERIES x]33 NOON BOLT LOON. _ -QUALIFIED FOR USE W/ HV SLADEQ& IDA A.&S.A. American Shutter Systems Association, Ina. 4268 Westmads Drive Weet PDInD Beach. FL 33407 W 291] EASTERN METAL SUPPLY. M. BER��iI�FIVTY Accordion Shutter System KV. aODE 81 W/ OR VIC KV. WNDDV MADE [Y. 0[$CaVf10N pAT[ 25L-N !T LG I OLD 13-0B6 )/q/I wm o)/x] n z DRAWING Na J SHUTTER ASSEMBLY SCHEDULE FOR HV M HV Q HV BLADE 1 ® HV BLADE 1A ® HV LONG RECESSED NYLON BUSHING ® KV S14ORT RECESSED NYLON BUSH04C 4Q HV NYLON HAT WASHER ® HV WHEEL CARRIAGE NSI 302-303 SERIES 0.870'x3/I6' THICK NYLON WHEEL. 0.188'0 ASI 302 SERIES S.S. RCS HV 1 3/4' ACCORDION PIN W/ #8 HEAD a ® HV 2 3/4• ACCORDION PIN W/ B8 HEAD x: ® POLYCARBONATE IMPACT RESISTANT HV WINDOW! s (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HY LQ OR HV ® BLADE. WICAL SHUTTER ASSEMBLY (2) HV PIN ®MAY BE USED IN LIEU OF (g AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV ) BLADE WHEN CORRESPONDING TO INSTALLATION "II", SHEET 7. .0TB�� 0 (3) HV PIN ©OR @ W/ 7/2" O.D. 1/I6" THICK S.S. WASHER a SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, �d> SHEET WHEEL CARRIAGE DETAIL c EXTERIOR A U !' 14` uI 0 OR is 0I i HV PM BuECS KNU®aa AT CN"o CKLE. (SEE Nor[ ' raa REOUIPCNENfSJ o2017 TLTECO. W. IL ECOINI. TILLIT TESTING k ENGINEERING COMPANY ..,. n... 5au305IVI.sm, lax; CWIW nano] ]] %none : (:Osjen-t5)o . r..: ESoabn-+5]+ NkTRAry T1. RC P.E. SEAL/SI` NATURE/DATE Raw. Ua t .Aas7 Ov E'S KNUCxLE m?) 2 EXTERIOR ON BIAGE 26I5' ._i Z625 Was .OVS- •e •..L_�e_s1 eJe HL51NS, OV-STABIUZED GRADE OR SA Iso Yno[ep7 y` INNOVATIVE PLASTIC LEXAN I03 RESIN (SEE NOTE i• ON SHEET 19). POLYCARSONATE SOURCES FOR 4A IfRFA9x 1614f mrx Nxxtmxs arYaw mvaa ..Y �� �`..mmro° u. elasw: tC]Y YY'A! IPh16YfN: yN mq 6py Y/n� OGy NAi wP Yrmmru vn ccu aum ..0 .am ..... run... snswru .. m.o Amu mw u,sw r•u y..00 ....t nEnnu Y]ouus sa]v .ru mw ].evn l.0 w.wR .,a 90:! 7m. I9u mY) 472 x !l! t W! a2 m wRar: ytx Cy! 1.. c_ EN 4:2W ISM1 0; lA I4p T woass 11H/LMallhVK yb w] !bi e.0 4n pu PVa'M me"1I SI4II m( l7AI+P4'G e" ].RY !]! N01 O.l xW pJ. ANS.S.A. American Shutter Systems Association. Inc. 4268 Weslroods U.N. West Palm Beach. FL —07 YhA. WpV LY, we. B RT >M Accordion Shutter System HV. R ABBE ®1 W/ OR W/O KY. WINDOW BADE O[S4VnGN WR OOam.2 LC 1 al0 t5-C85 2TII wm M7/17 ] DRAWING Na a 17-1D7 III ° II'I 0' aQv41v�6 •(7�a 8Qm19 ••fj�J Q�"C17� •Ij�a©.�I.�Ia Il�`•yJpa�. �a�•Q�v TYPICAL In HV BLADE SHUTTER ELEVATION N.T.S. NE HV LOCK or SHALL BE USED AT 1/2 OF SHUTTER SPµ FOR µY SPµ . OP SHUTTER SPAY FOR SPAN" UP TO 105 µ0 FOR IN5T/11(TIONS MY WY BE USED AS AN INSIDE OR Ml LOCK, ATTACHED Tl7 Qy OR • 1/2" LONG MT HEAD S.S. N.S. LOCATION OF LOCK SHALL BE AS WDIGTEFUB P2. IF D I R SECUgIN PURPoSES. VP70 TWONVS,�y , OR 1MY BE USW AS µ INSIDE OR OLSIDE LOCK. CONNECTIONOFLOCKSTOCENTERNArES�� SIULL BE A$ INDCVTION L BE AS INDICATEDELEVATION.A1S USm W/TWQ NV. 10[Y5T• EDGING I I 9 µE NOT REQUIRED AT URRICANE POSITION, BUT MAY O'SED IF DESIRED TO ENHNCE SHUTTER PERFORMANCr LOCKING RODS b OR AN ALTERNATNE DEVICE ALSO BE USED AT STACKING POSITION (NON CcH��URRCANE PoS1110NJ. µ0 ITSTILATIONS AT ONE W LOCK `L:r SHALL BE USED AT CORNER ANy Spµ OE OR INSIDE LOCK. ATTACiffp TO 'f3 CORNER CENIFRIMTE W/(2) I/{ 0-20 A I/2• IONO FIAT HEAD 5.5. M5. iW0 LOOKING ROES LSD AT i0P h BO Ou SNAIL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED EVATION. ON TYPICAL SHUTTER EL MAKwUM SHUTTER SPµ SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 5. @@ ONE ALTERNATE HV LOCK g WY BE 11 1�IN UEU OI MV LOLK or PoR N2Y SPµ µ0 5 4 INSi TIONS AT ANY EUVWMON. AL�RNATE LOCK 0 MAY BE USED A5 AN 510 OR OUTSIDE LOCK. ATTACHMENT AsC OF 1/4'0-20A5/4' SS. THUMBSCREW TO Qj OR @ CENTERMATES SHALL BE MADE W/ 1/4.0-200/4' ALUM. J5g� RNNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPµ OR TWO LOCKS AT 1/3 OF SHUTTER SPµ 2 a �A MANDATORY CEN ITCH /] Fror IffKI ly -'� N; Tk'N' ONE W LOCK'fJ or a of SHALL BE Ui SED AT 1/2 OF SHUTTER SPµ MR ANY SPAN OR 12" ABOVE OR BELOW 1/2 OF SHUTTER SPµ FOR Spµs UP TO BB", µ0 FOR INSTALLATIONS AT ANY ELEVATION. W LOCH m or @ or 8 WY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED M 0 or 9 SYMMEIWCAL CENTEgMATES W/ (2) 1/4" 20 A I/2' LONG MT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS NDICATEO ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS iS§ OR 0TOP AND BOTTOM IS COMPLETELY MANDAORY. D3 W/ *NOTES ON HV -T- LQrKS AND r•.KAMMATES: OF CORNER CENTERMATE 221p� ONE ALTERNATELOCK MAY BE NSTALLED IN UEU OF M LOCKS OR Q5 FOR ANY SPµ µD ALUTION AT ANY ELEVATION, ALT RNATE LOCK 0B0D,LMY BE USED AS µ INSIDE OR OUiS10E LOCH. ATTACHMENT CO TACK D INCLUDES USING �RaEINFORCING LOCKEp"�] ,, AS SHOWN ON SECTION HVG, SHEET B, WHICH MUST BE CONNECTED TO CENT[RW1E5 OAS AND W/ 1/4.0-20 • 1 1/2' LONG S.S. THREADED BOLT W/ 7/B"R F 0/32" wNGNUT OR w/ 1/4'R-20a• $.SN.S. two A I/4Vx 5/13' RNNUT. _LOCK WY BE INSTALLED AT UIDSPµ OR 12- MACMUM ABOVE MIDI BELOW MIDUSE OF TWO LOCKING ROM OS TOP µO Rol Is MANnAmlrv. *NOTES O I'LOM:ONE ALTERNATE NO LOCK � WYBE USED w MEL, Or NV LOIXS a OR 2y FOR ANY SPAN AND WSTAUATONS AT ANY ELEVATION. ALTERNATE ND LOCK C, WY BE USED AS AN INSIDE OR OU LOCK ARACHMFM OF ND LOCK 1T4' TO Sj'. IS W/ ] IS - 3/5' FN, S.SL.S. AND INCLUDES RENFICKEWENT INSERT AS SHOWN ON SECTIONS HD)- AND HOC -NEC, SHEET 10. LOGIC WY BE INSTALLED AT Ull OR 12' Ul BELOW OR ABa IAMPAN. USE OF LOCKING RODS 25 IS COMPLETELY OPnonu- `'a • '. : ............ .ram ._ �10ENSF•.•�y •' ����! *: ` F Q •.• t f7rQ C2017 IIUECO. C. 1LIEC p E- TTLIIT TESTING $ENGINEERING COMPANY s. xs ,.wzrA rAnLp,Z noeu .vl �+.: 1.>Gs)B Isn . r,.: LSas)D7,_rs11 ®ooae m bLLNq A i6MI L. P.F, nPieA Mu F 0167 AmSwS`wAm American Shutier Syeiems AssoclatIon, Inc. 4268 Weslroads Drive West Polm Beach, R 3 A07 02017 EASTERN METAL SUPPLY, INC. ER H u Accordion Shutter System Hv HonE pl W/ w/o B.V• vArogW SALE N. wSCAP116N wW oaA.H ec Lc. I aB 15- Dg5 7/21 1 wro 02/22/17 _ , '••..••••.. 'ss/�Nql EN��a1111 D c ccni'2L:IHC(ii lrr /me, 2 1 DR1AW NG No 1 7—' 07 _.._— b . S POURED CONCRENE ANCHORS, �(( :E SCNECULE ON CONCRETEPOURED REIIUWEO CONCRp[—. XEOU:S' SHEET 1}) ._ CONCRETE TUN, IS (SEE SCHEDULE aY SNEV 13) -'•.............•.� i 7 i B ,M WE IEEE Icek q TJi c I NOTE, T) _____ T2w r FUIN ,--1/sro-zm}/r S.S. �V2•_ Ep EO MACHINE SCREWS USING 1/4•-= NUTS � I a 1 ]• O.C. E. 0.• :}p- NPx � --_- r 13 PN s L � E i 4K 4TAYryE: 0 M4 TRC K.I•,.,,,. F Imi rNKEN o u0 a va. to I 1 OR ISEE SCHEMIS ON SHEET I HV W��HF, Guas v — HV WALL HEADER INSTALLATION + BY —WALL HEADER INSTALLATION + KEYSTON Exrs me / 1 OR &* I 1 (SCE NSCkEW GITSNEEfSI i) EM6IPYD + 1 bYnYavLLi '•" I nAMIR IIx'° �'_ NMI. 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S2 HV CEILING INSTALLATION O DESIGN PRESSURE RVIING h FOR SPANS PER SCHEDULE p3, SHEET 11 wmPx As.'iwYYM �_/:1 LONCRRE ANCHORS C1A13�IN . 1 i (Sat SCXEOULE ON E%bTxG 9 mr :LMra%4F i �. ' EASTMG'1 1 SHEET 14) 1/•V IN Bf1IA} 1N4'4i w/ S`6T m GLASS �� GIA55 J Piauf[w 10 aiss EMGtkis ARtx.VD MPeI13Fd O1 ' .Da ie+mn%w uxn vU .I� j' eus5— aV ruwJsJR1eig0°"vcgRi/irre_R, I I/r' I OC. idl4uP b 6pO SPR I!0 UAL I/�. .• ac UK: uAnR nu a•-C Iv m N-P' xr% APRY __ uax. jf 1 ssxan4 Ar nmr rnTDtR 1aA7 j --Q 3 OR Q ,£/ /10.3/A• HE% F.,O.• , sm 11 FOR w"ws 3%tl -1/2• : I WASHE0. HEAD NAx'. mK SCREWS cuu. sucw" [— /tSIEMEN HE NEM 1 3 8 y a T2. O.0 TEK SCRflYS O B• OC 'V u 1 0. t/Ab 20 $.B US i CONCRETE .W[NEW /1 X.J A S.DS It ! i N/ NET a B' CA 1 (SEE SCHEWLE ON 1 r ' 8 "lJ t. °/ a D• /0. C. US I' _ I i/A• 'I' `I Ij°A'y:pa5 I SHER ix) !1/2 _ 11 4Pv. o Ia•wc EDGE OF N+CXOAS T�OxE SN¢Lre'( IS N . 1 17 18 2.00 WIN —SUB IF 4 • L. ML) 1 Y/9 �1 )/8 'r MPIICABLE ` EI43/f RH, S.D.S AIIN. ED E�___ POUREDREOUREROL'IIC R `(SEE S HROBLE Pv ORPCOtO1CFOO� 0 9. O.C. .. _ un¢ r __ ON ROTE U(oj _ CONCRETE dr SHEET 1 , E BLOCK PPdt# POURED �RECUTAED CONCRETE Kwaxes N�FUNINSTALLATION RECURRED � HV WALL WALK —OVER INSTALLATION .b... b'-b• V GU 12 INSTALI-ATIgN t ms U t iM6 INSLLLUnaN SHALLBE" E. 0.. EWE DISTANCE REUNM E Vl= PEWORUED 1- SEE SHEET 4 FOR MCK SHUTTER (SEE SPECInCA1roN$ BE SHCE, 13) OR I) AN OPERABLE EXIT 0 SEE BUDEN(I�ATA ON SI OF USE E FOR �Swm2-UOUY INSTALLATION DETAILS W/ G) HV BLADE 2- u00NPN0 SECTIONS CAN! BE Cd%BxE6 IN urc WAY To SUIT ANY wSGLLAPON. 1d" E(� }t^'j ..� FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 1Lt r't10ENS�;•• ✓� CZDI> mreCO, Nc. ®!al) EwsTEAN'Auk SUPPLY, INC, ±�a• i�Tco- A.S.S.A. TM 0. r n rS Accordion Shutter System • HV. EEAaE //I W/ IY2 W/0 H.V. WINDOW RCE �O TILUT TESTING a ENGINEERING COMPANY American Shutter Systems w, x D¢scnamx DArt wAWN bY. LP Association, Inc. 1 oLn "s-oas 7/I7/1 SUM 07/27/lr '+•,,,,... "gip cn„„ : (SBs)ml-ww . Fo.: (Saslea-wl 4268 Westrood. Drive 33407 DRAWING No x re"om�ia °O West Palm Beach, FL rryr!/✓'1 wALTM A i411f Jr. P.L A ��� Q� O C CCAIr)CInIIAT��er SEE END WALL CONNEC oUT ILS ON SHEETS 10 & 1S ,1. IN E%SYWG GLASS INSTALLATIONS W/ 1 HV sa NoTe" " 1,«xuso acos p **N,D AL EA UE N pCx QdO 5 y, BLADE W HV CENTER ATES A°` CMl wITHB ;Eo ` `10•®w ©. Qw©.©w TION ©•� ©°BO'0'®09 —' INDWON ESTItO GS FD In 212"e/e10'-2 (6D6Yt8 ALDY) µVY, j ® w®.®w®•�w 3 1/4 7" 6 1/2- 7' 7 .wc s ra caxRE,c i I E—T�Y � tgalmin (Tcv�orrroMi ,T Ar FM, M'GIC (TTo) Itw/+" S.as. B 12' tiX. NIL LENGHT, I CEERMAT W 5 � — CEN ERMATES '�Vill An . 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W MEM ®ACE TILUT TESTING k ENGINEERING COMPANY American Shutter Systems �'•. 1d -An oN, rEC. mes AaoEs. nova %B+ Association, Ina wrt: o7n7/nnom0, � c,- +. ,,,,,-•^ Ar vnwl.: 006)fin-1ym . my : (wylen-,u, 4268 Westroads Drive 7 DRAWING No :• ,i/o �Q� �A,t -�_: unsAawa.Aem West Polm Beach, FL 33407 y NAL6 !p. eVUNQy W4lER A i1Wr b. 0.E I 17 107 P.E. SEALSICNATURE/DATE R6''°S O`'�'+f67 y SHEE7 8 OE 20 ALIERNATE INSTALLAIJON"" LOC 0 MALE/FEMALE "T" LOCK CENTERMATES i & LQ(ZKERS _ / (1) HV BLADE SEE KING CONNECTION O•+All OUT _IF —IN r}'rfIRtIW.CV$9 I suofOsveR cnsR mr, wxu.ro av sRaT e. umiwl%wDOI gren. wr eC usm wimr pus umw M # SEE NOIf 6 fOR Rf (aCN� , T ma[ ON gKR 5. (t7j maw • - wuu a ,=vw.f nsxcr rRx "aT Mf.SIfl(. WAl / OBW. V WIEAti(gFL 91 {.Yp4 CMEkRY rtCem, vxrswrrn. nrw' A1CfF mos. a rain 9HV "T" LOCK \ • 0 E _--_____.__-_.-_____ -. .,--., '0 :9 OUT 0-20 >< 1 1/2" S.S.M.S. 7/8"D x 3/32" WINGNUT. omn morn. Wc. IL ECOt.a. TILLIT TESTING 4 ENGINEERING COMPANY MUi. a.. se. ]Os..W� G , !LL M M WS)37--1330, F..: (ws)s�:-isai ma,: suo.aocmw:am B-ro q n1 —M —Mwr A.C. noRim, u•. 1 usm W 1...- ,x. , ILW SYMMEIBIrA,s , A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroccls Drive W-0 Palm Beach, FL 33407 ' su norzs w ieo«u emep a wp1 (aw w sm, s w�.vxau u.m,. a¢c© rnr< wo-2x o vca res .., a.mw.rzs wwnran .mi wn0 Accordion Shut KV. BAM #1 W/ CR W/0 KV. AWING No 17-107 -POURED CONCRETE OR �— -" POURED CONC" PDUflEO CONCRETE --"""-- CONCRETE BLOCK WALL OR CONCRETE ' OR CONCRETE -POURED CONCRETE REQUIRED BLOCK YMILL gE0wRE0 1 BLOCK WPlI REQUIRED _ OR CONCRETE • l BLOCK WALL REQUIRED —Exlmnc cuss CONCRETE ANCHOR- _ ^'CXMIWG DV55 ` �fxMnNG CtA55 .-""��� r i 7 0 I6" GO. I J - _ 1 J,,, Z• MIN. N6 GV55 -$• a.Ass (BUY MIN, r 1 ro giNWISR{/E-Sn EO EO TO a! SO+FIXAE M S: ¢T uI, SOMMADGM 5 1• L-. 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T9.: (.T6s)eTl-15L ul..oamsem °E; sULmuT19 •uIER A r 9 PCf 4 TL OPM Uc tlW _ 66swvnox DArt DPMN 6n Lc. a_o 1s-Qss Tlnp vm o9/v/n z X DRAWING No 17-107 -.,__ _ i LOCK A W/ NO LO KING�ROTE 43A O[SPi F�mRL wAu L70UNnbc ttOOR/CENNG yila bOutmNC I. MAXIMUM SHUTTER SPAN* 'L+' 8: OR -L-' (fL) FOR INSTALLATIONS W/ n Or ONE HV LOCK 0r ® or W/ NO LOCKING RODS (SEE NOTES f. ff) J CONCRETE & Race YV11 I lA R Asn, pLxu cI.o wru MGWYMp & t VceI'; ,l 11t nSR/GfA.INC NOVN1aW SCHFONIF Ni AXIMUM SHUTTER SPAN* "L+' R "L-" (ft.) INSTPI[ATIONS W & W/ ONE HV LOCKS OR W/ NO LOCKING ODS IV.WO FOR MOUTUNG0 SNEV 7) xuuaM CONCRETE Acn. I;Lvut NSTN Tgbs cM.� noGx/muxG u0urmnc aq I Ol ASR,nntt Ywlom L, IN TN 30 3D 40 45 1!'-a' H'-O• 50 12'-,1' I.i' 1' _ 11'-11' 60 l0'-2- W-11' 65 70 75 g'_g• INSTALLATION I rGFNO CONCRETE & W,�O MANSCRY WALL A, S. C, D, E. MOUNTING F. K & L EFLOOR/CEVLING MOUNTING f,, H, I, It. J T. U. W & X & If O MAXIMUM SHUTTER SPAT 1+' ORFOR INSTALLADONS INTO WOOD SnA1 BE LIMBED 10 105 pal. AS.O. DESIGN PRESSURE RRtNG. T M1' CORNER CENTERMATE P3 MAY 6E USED MOUNTING INSTALLATIONS. LOCKING SPEGFICAGMS SHALL BE AS INDICATED ON MANDATORY CONDITION y2 NONE JR. SNEET 5. tr EXCEPT THAT MAXIMUM S4NFIER SPAN 'L+' OR 'L-* AND MUMMUM AsAa CENNG PRESSURE RATING FOR INSrA{ATGNS ICAO COXFEtE OR CONCRE[ g1DCK SMALL BE Mrs, AS FIX1Ow5: 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 o,s.l. AND W-W SPAN, SEE MOUNNNG�Id ON SHECr ], SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS T THRU 3 " 10 HV BLADE C2017 MUM. NG 'Z IL ECO EE,G. flt✓``� TILLIT TESTING & ENGINEERING COMPANY ,.w.:A. s 5Y..1p,. MFpMA uea s n«m. N ..ENG\ -m'LAq GIaIiO`e"`s"<,m 4d 1S411RF /f187F wµ1Fq A "NUT A, PA nORMIA LK. / 44167 (1) L+: MAXNUM ALLOWQ E SPAN FOR A GIVEN POST E AS.D, DESIGN PRESSURE RATING. L-: MAX. ALLOWABLE SPAN FOR A CNEN NECAFNE &S.0. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAXMUM SPAN FOR WALL MOUNTNGS (TOP/BOTTOM) OR FLOOR/CENNG: GIVEN A POSIDVE A.S.D. DESIGN PRESSURE RATING, DETERMINE M40MUTA SPAN 'L.' FROM SCHEDULE. GIVEN A NEGATIVE ,SG DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN %, FROM SCHEDULE, FINAL MAXIMUM AWOW BLE SPAN IS ECFJk TO THE III DETERMINED SPAN BETWEEN 'L!' AND -L- (.T) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BEDffEN WALL MOUNTINGS t'v rUOOR/CENNG MOUNTINGS: FOR A GIVEN PGSONE ASO. DESIGN PRESSURE RATING: DETERMINE: lr+� MAX. SPAN FOR Y(ALL MOUNTING INSTALLATIONS. u+- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE / O, DESIGN PRESSURE RATING: DETERMINE; LI-. MAX. SPAN FOR WALL MOUNDNC INST4Wt1IONS. V-- IWX, SPAN FOR FLOOR/CnUNO MOUNTNG INSTALLATIONS. ANAL MAXIMub ALLGWABLE 6pA4 IS Eau, TO THE MINIMUM aEIWEEN % : 'L2+', 'Ll- AND 'L2-' (4) GO TO ANCHOR SCHEDULE IWTH ANAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE &S.O. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. --1 1FN NLIAL SUPPLY, INC. A S S A Eon Shutter M Accordion Shutter Syste) ILv 9ADE pT Vl OR W/o N.V. W(IaoW [I/DE American Shutter Systems Lv. R xspAmpN onL GRxF IN Ms - Asaocbilon, Inc. 1 DLD 1s-cas r/21'/1 Z 07/27/1: 4268 Westrwd5 Drive 2 West Palm Beach, FL 33407 A DRAWING N0 17-107 P0.9Ya La`1 PKAEiL aOCK AT.ND W.YREI[ QWALL SILL MOUNTING ©CEILING MOUNTING sPA•1 H@FLOOR MOUNTING (S) A f➢SGN MfJ1ME fl859]C WSNG 'LS0. 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POINTS lIS 5p p ADVANCED TMRENFORM RCNNOLOGY µCHORB. AS NµUFACIUREO BY MR, BWWM (Mi, I'c . ] ly) - / SR ANCHORS, M USTRBUIED OR TAOCON BY kt POINTS SCREW, BUT & SPECIALTY COVPMY, (Min, rn . ] IR;) - 1/4.0 BLUE TM CONCRETE MCHORS W/ ,M AS MMUFACNREO BY RORIDA PASTB2ERS DIRECT, Ni (Wn. ft . 3 AyT - 1/4'A TMPER+ ANCHORS AS MMUVACNRED W�NON AMANCEU IHRE'NDFgR61 TEGNIpLOGY BB PDWERS FASTENERS, INC.. AID 051R,RRCD BY ALL POINT$ SCALW, BOLT & SPECIALTY GGxPANY OR ANY ORNER MPROVED LKENSED OR MITHORCED VENDOR REGISTERED " THE MERNSW SNVREIf SYSTEMS ASSUMROB, WC. l..a. 14 - 3 ➢Si) kL P01105 59LA-SET BWE 1M w/ CM NOrM ilppER+ AI) WNW WI WNEDMEIB INTO PpUREO CONCRETE DF TMCON OR TMGGN WIN NnCEO THRUDNMM TECRNOLOGY ANCHORS AND TMPER+ IHGIORB I$ I S/4', .0 FOR BLUE TM W/ C!P µCHOPS ; 1 1/2, ♦ stt uuptxxc w vsc Fa A1) MINIMUM EMSEOMEYR OF 1/4.0 , 3/4' kL POINTS SOLO -SET µ,Holt$ 8,i Be 7/8, INTO THE Rea, CONCRLTE NO apEOMENi INTO SNCCO SHALL BE PERMBRD, 1/4-B-20 S,A nR,D)IE SCREW USED SHALL 6E I I/T LONG MNIMUM 5110U1p SNCCO MA9C cx AM Ip VIAND T' MINNUM FOR WA315 IRNN NO SNCCO. AS) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAWNS OR MI( VENEER BE FOUND ON ME EM,i WALL GR "OR. AYCIIORS SR'LL BE LONG ObUGN 10 REM, M MAw SIRUCNRE "NO SRO WALL MUM ANCMWE SMALL. BE AS waCA1ED NOTES 9N INSTAIUAt) & A2) MM' FOR M6TUMONS ON NNN SIONG OR EMS V N f M WTN011T MEtk BINDS CONSULT INS EN TREER FOR RON Doc on WITH MaN. GREG SEE SHEET 20. (8) 10 IXSIWG CONCRETE BLOCK: (AST C-90) TMMN OR TMCON WITH MVMCED MPFA)FORM TECNNOLOOY MCHORS, AS MWUFH:IUREO M L,W. MU". It 3/4• B POw15 GOUG-SET MCH,RS, M DISTRIBUTED BY. ILL Pow$ SCREW. BOLT & VGEK Y COUPMY. - 1/4.1 WGUE TM CONCRETE µCHORS W/ GM ;a MµUFACNREG BY MOWOA FASTENERS DIRECT, wG - 1/4.0 GNN`eR+ µ[HORS AS NAMUFMMREO BY PONVIS FrTENERS, INC., MO DUaG1REO BY ALL PD.N, $CROW. BOLT & SPECW]Y COMFIT/ OR ANY OTHER MPROIED LCO)SID ON MTHORIIED MOOR REGISTERED, MRN ME µf]tlCW $MUTTER SSBTEM$ Ma,,,IWN. INC NOTES. SO MINIMUM EMBEDMENT INTO CONCRETE G_C,K OF TIPCON, GLUE TM W/ W ANCHORS AND TMPER+ µCHOPS IS 1 t/4' MO IAPWN WIM MVµCEO MRFMFORM WCNROLDGY µce"s 6 1 , G2) MNNUM EGIBEOMENT OF 1/4'0 • 3/4' A3. POINTS SOLRI-SO M,,N,n SNNL Be OIIWELY E]]MEDDEO KID THE CONCRETE BLUR. NO n ecanot DAO SMCDO SMALL BE PERMITTED. 1/4' 0-20 SS. MACMNE SID IV USE, SHALL BE 1 1/2- LONG NINIMUM SHOULD, ENCCD FAST. MD 1' NINLVUM FOR WA WITH ND STI STOW &3}MICNOORS 1Sea PRECAST G EAbIIGN E70 REACH THE MID STINCIRT CONCRETE TIMES, ARE MIND SNG WALL FINISfS OR MY VENEER BE F�1 DES MCHOPIGE S,e, BE M WBO" or; NOTES 8.1) & B.2) MOVE FOR WSTALLATK]NS M Rw2 St OR EIFS WITH OR WITHOUT MI STUDS CONI MIS ENGINEER MR INSTA RON INTO M M]N MI $NOS SEE Snm, 2, (a) MCNONS SN" L BE wSn"TED FGLW"C ML OF THE REGOMu£NBANgNS MD SPEMMONS DF 1HE ANCHORS MMUFACNRER. (0) SEE SCHEDLRE ea. FDR me.., n•er • ] L L 1 j AI 11'♦ ] IL EDGE pl¢Tyx£'� �pR.nyI,S_�PA N. c u cnuNs. LE LOR - 4']tlMVtl A'MHGR SP/fiw3$ ME VNIB FCR EDGE DSEANCFS NIGMD OMOW. FOR E D IESS TIDAL NE INdGNG0. REWCE MCHOR 11K G REIXICEOPONN SPA•.1!:GFGOtNAMEO 115111E FACTOR 511ILL NOS. 9C LyES5 TN`N MINIMUM SPACING INORNIED 'OR UCH ARCNOR MF. M1Uk FACTOR EDGE DILID.- TAPoON TAFGOH BALM A TECHNOLOGY OGY MRFAtin. SI TINE, Atl PoUn SOUO SET BLUE TIP N CAP / TMPER + EA. TUN. SPMIND, - ]' - TIN. SPACING= 3' uMSPAGNG . 3 I/;' WN SPAdxO .1' uIN $PMwG 3 ]/4' ♦• FODNED CDNGflflC & C F01YD canct arecitE Ii IWflEO CO & GONCREIE]9LIXit `CLMw bh{CNETE & WOEE IBi EA•S NN E0.3 I/Y MN C0..1 li% CONCRETE •,oa,ra �Wil¢iE }BDX 1.0 0.18 1.0 0.84 IA I ]/4-- - 0.43 11 2' OM _ - _ O2017 TILTECO, INC. 5 IL1UEC ,, * ; TILLIT TESTING & ENGINEERING COMPANY wss MW. ]am, v+. ]5s MvFNA 9upP5. aava v A• Ptom ; {]bSi51 6>t-110 , SSRiIB]1-IS]1 ,: wAORC A mur ]r. P.E. 1ATF nGRroA ts, 1 '1 AwSwS.A: American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Seem FL 33407 -,.I, It. MEI& SUPPLY, INC. BTERTH-A-R N Accordion Shutter System ILV. RUDE ,yI W/ CR W/0 ITV. 1MP001/ SAGE Ev. 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F[no10P.:E. ;/ �� &ENGINEERING COMPANY mss Nx >aP. st Y. Ju..:�. wcaa. r,anw JN AssOclutiOn, Inc. 1 Gm Is-oss /n/1 DA+c o7/v/17 Pr.,r : txospTl-Isso . La.: IJas)en-Iv1 4266 Westroods Drive Wool: Pan .--•---•�;-- 1 ss/ONALE��''' s DRAWING No Beach, FL 3J607 x •/CICNATI PP CFBI IOC /(V TC nORQt Ilc D 44167 1,/2'. ap33-iKICK YAmEs INSTALLATIONS W/ (L HV BLADE & HV CENTERMATES ©1 �z.oao'MP. Mln. A-653 TEFL .p Mn 0-6b C.Lv. STEEL 2- Uoe."y Mau vies M 36-o.c. 43o INTO METAL STUD WALLS * 0,063- „T— "-- --- a 6 0e. 40 4 1/2.TI f75- Pe0' r m * 1/4"0 NOMINAL ALUMINUM SLEEVE t+ 3/+•. a vr. o.aa• mKx a:nl 43c / 43a 12 �`�, FOR BERTHA T HV B enc errORDION C • ITTER 6063-T5 ALLOY caxr. 4M,v. sTac TPACK cwwN4, a 6' a,c. 0 6• o,t. ^ �� M INSTA eTION TO META STI D WA ( C ASTu A-653 CR4ar .p Mn. c-6o I �-� SEPARATION TO GLASS MHEnI II F cM.v A- reiury m smos mc'cuws en I Ensnxc rmis, ® z I. MAX, A.S.D. DESIGN PRESSURE RATING: +75. - 75 (put) u+�tRmR r. Exrc6wR EASE A5 uPucneLE 2. MAX. SHUTTER SPAN: 84" N "ISGNG cuss-: MIN. MASS S WIND ZONE MINIMUM _ ASfM E-1998 SEPARATION - u< LENenI . 1• To cuss - � 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS O (SEE SCHEDAE) 4 N 43 1 /4"a-2, 0%3" BOLT 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 1• I i d WITH 21 ARRANGED A ETRICAL LAYOUT. MUST PENETRATE E USE 0 (2) 35 (6- LONG, MINIMUM MUST ALWAYS BE 4- r 6 :p". ama• mtK u:.� ExhTNG nn1G" T INCLUDED AT RIOR OR INTERIOR 4 I n3'y cart. 6uv, srt6L Tw.:w cn,xrsi l AS /➢P t.E ACCESS SIDE OF Asia A-a63 caTcc w M., wcc r CENTERMATE. zw I- .-�-GSo- ` :OLLMWEE6 lISIEIifD LO SNDS r r �1j—' ._ IAWN,YmpsEa [xiEwm ar , 43t 43a � f 0-20 THREADS 'EuBLADE SLACK DETAIL HVF IS ALSO VALID FOR -�2 12 3B CENTERUATE 21 APPLICATION WITH BLADE 1Q O 1 /4"� ELCO CONS*a ICTinu Kunv.. U63we GQ i r. OUCFA-DNJRC6O.C. 04Sim. MnA. snms ar ,6• oc. M MS WALL HEADER/SILL INSTALLATION COMPONENTS -EASiIHC & norm) r .1WLKM1gL[ SCFLE 3/6'- 1" IExlsll.n GVSR _... - - - __ �. - i i ]/.'. 6 1/4•i Q=' nue, Min. } CONE. CALM. STEEL iPJrAt Cwa nR. - AST. A-653 ORtOE 40 Mn. C-60 ..-,; 430 43b 43c SYMtd ETRYCAL 3YMMETRYCA I fuLVMI:rED rnsrtNLn To S%CS . f= CE WN.ro NUtIQN VN2iES ✓ W 2 16.t/2' TEK SCAnfv CN I CENTERMATES W/ {NTERMATES W/ ) ]�t Ass wiEnloR a MEFOf act .' E%TERIOR I :..INTERIOR ACCESS SIDE r (SEE RCHEULE MO. -` --- ------ ----- ------ ----= _ lJ IN 3 (6'Mia) IN 12 --- ----- ----- ---- -------- ---- -------- — — — 1 21 21 i21 1 I 2) 42 J j.. 12 1 v (6" HV H ] 1(Y (iYPJ MIn J EiGER/5LL ENDS 24 VIEW Y (C.Q 6 1/2" (TYP) o' t ]• 6 112" wx. RACK +k■! SIDE CONNECTION TO TRACK I VA HVIR BLADE SLACK D Teu uvc 1n FLORIDA BUILDING CODE Non High VelocityHurricane Zone ,r+ EA 1.. T7(��'•" - p2on mrzm, we 02017 EASTERN MEM, SUPPLY, INC. BEIR MA ILC O A■a7■�7■/y■ Accordion Shutter System ILK BLADE #1 W/ OR W/0 LTV. WINDOW BLADE % * : TILDT TESTING a ENGINEERING COMPANY American Shutter Systems one.. .q�Assoclatlon, Inc, , aLD t5_ o.m onAW.v 6Y: Lc. • 9]53 hx, 36u, st. sr.. LW. xroaw u305) l-U3 nr rm : (]osJsa-Ten 4268 Westnch, Drive a e-n,oie eu4eoeaw«.n DRAWING NO 'dCOR�1�9P{.:''�4,A a-a1. West Ppim Beach, FL 33407 3 _... P.E. $EALi lI[[i31AR7�F/DATE ELORnA ue i 44167