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HomeMy WebLinkAboutPRODUCT APPROVAL4/4/2019 Florida Building Code Online vwo-.,. § ? 11 Professional.Re.OatfonE* „t, BOS Home Lag In I User Registration Hot Topla Submit Surcharge Stats & Facts Publiotions ContactUs I BOS Site Map Unks Search ® ProductApproval dbpra USER: Public User SCABNNED Product Approval Menu > Pmduct or Application Search > ARDlication List > Appllcatlon Detail FL # FL389-R9 St St. Lucie C Application Type Revision -lv�Ung„ Code Version 2017 Application Status Approved Fite Copy' Comments Archived CJ 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 /,/, a "00 � Irodriguez@easternmetal.com Technical Representative REVIEWED FOR Address/Phone/Email CODE COMPLIANCE Quality Assurance Representative ST. LUCIE COUNTY Address/Phone/Email BOCC Category (.ma� Cv,..��/��tV Shutters y. - Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer O Evaluation Report - Hardcopy Received r 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. ff1 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(1J.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 https://floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UCBp/o3d 113 4/4/2019 Florida Building Code Online 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 Summary of Products FL # 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 IT 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 11 AMERICANSHUTTER SYSTEM ASSOC.. INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Approved for use outside HVHZ: Yes 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 centerrnates and locking rod Evaluation Reports configuration for the HVI blade, 8'-0" for +64, -72 p.s.f. A.S.D. FL89 R9 AF AMERICANSHUTTER SYSTEM ASSOC., INC. DRAWING 17-107 PRODUCT OF EVALUATION load for HV blade for Keystone mountings 7'-0" p.s.f. for metals REPORT.PDF stud mountings and 8'-0" for 110 p.s.f. for HVIA 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 (tap COMBO- (Non-HVHZ)- Dnvg 17-106 and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 11 AMERICAN SHUTTER SYSTEMS ASSOC.. INC. DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Approved for use outside HVHZ: Yes 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 11 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 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. Coov119ht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement 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 mail. If you have any questions, please contact 850.487.1395.'Pursuant to SaMon 455.275(1), Florida Statutes, effective October 1, 2D32, 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 recond. If you do not wish to supply a personal address, please provide the Department with an email address which can be made avallable to the public. To determine if you are a licensee under Chapter 455, F.S., please click hem . Product Approval Accepts: ® Wq © 69 M https://foddabuilding.org/pr/pr_app_dfl.aspx7param=wGEVXQwtDgvYYHH2vJw53MwsXdCOtOXQsoPMYK7UC8%3d 213 1. BEATHA N.V. ACWRdON SINREA SYSTEM SNIXM ON T165 PPOWCT EV/LVAlION WCUMET (0.CD.) Hl5 BEEN VEbfRD FOR COMPLIANCE W ACCORDANCE WIM THE 2077 (NI EDITION) W ME FLODCA BUILOMG CODE 1N6 ICWflD10N SHUTTER SYSTEM SHALL MIT BE NSWIED Ai Db1 VELOCITY HUMKµE 2pNES. II WHO LOMIS MAIL BE DETERMINED AS PW SECTION 1620 OF ME ABOVE MENTIONED WOE, FOR A BASIC WIND SPEED ROMMED BY ME NRISOHCTION WHERE M,,m, WILL BC INSTALLED W1TH A OIREWOILMIIY FACTOR K6-0.05. USING ASCE 7-10 AND SHALL NOT EXCEED ME MAXIMUM (&SD.) DESIGN PRESSURE RATINGS INdCNED DN SHEETS 11 MRU 15. 19 A 20, W ORDER TO VGA" ME ABOVE CONDIS H, ULTIMATE DESIGN MOD LONG Dfl INM Pan AME 7-10 SWLL BE FIRST DEDUCED TO ASD. ODUGN WIND LOADS SY MULTIPLYING MEN OF 0.6 1N OMM70 COMPARE MERE W/ M. (ASD) MUCH PRESSURE MMGS WDIGTED ON SNEE15 II THRU 15, 19 A 20, W OEDW TO YERST THAT COUPONENTS µD µENCRS GO MIS P.EO, AS TESTED, WERE NOT OVER STRESSED. A M 5: WCRG4 W ALLOWABLE RE , FOR MG LARDS WAS UM USED W THEIR ANALYSIS HOWFSR, A WEND WMVOH FACTOR L9-1.60 WAS USED FOR vEgRGTON OF FASTENERS W MD. BERTHA H.V. ACCORDION MUTTER SYSIW'S ADEOWLY FOR WIND AND LARGE N UI IMPACT LOAD HAS BCQI V,RR, IN ACCORDANCE W1F, SECTION 1FA9.1.3 OF NNE AHOYE MEMIONEO CODE K PER AlL REfWNT$: -HV BLADE O' 10214D1-03. F0715.01-03, 1I004.01-05, 1121441-0, 00317.02-0& Fa609.01-10 µO 10210.01-11 AS PER TAS-201, TAS-202 AND AS-203 PROTOCOLS AND ASH E-IBRB µ0 E-1996 SµGANO (WSSILE LEVEL D, MIND ZONES I, 2 A 3) A 11220.01-10 AS PER TAS 201, 21.1 203 111111 LARGE NI591E, -THY "NNW BODE ® FO'AS.OI-08 AS PER ASTM E-I1366 µe E-1090 (URSILE LLVEL D. WIND MUM 1, 2, 3) BASIC PROTECTION ONLY AND F 0725.01-86 AS PER TA9 202 PROTOCOL 2. HV BLADE(i ,COD HV WWODW STAGE ® ARE ENDWEEREO TO WORN W UNISON WIM EACH GINEL UNDER THE MtflAL LIMITATIONS AND CONODGNS OF USE WaG3ED ON SHEET 19 3. BERTHA H.V. ACCORDION PINS (Try SCREWS). U AT BLADES KNUCKLE AND FOR DIRECT NGUNr COMMECIMW TO 1RACI5 SHALL BE 014.2.73' AND 114.1.75' RESPECIIVELT 410-HT YIIOYUY SERIES SCVNNE4 SIDE. SCREWS "NO 'Me AM WELD STROH M AND ISO W TENSILE STTNCOL PENS SMALL BE MATED WTM BERHA W GACROSMELD COATING SYSTEM AS MANUFACTURED BV APPROVED =Me µPW.1pR5. REasDRED WIM µERICAN SHU,M SYSTEMS AMM ok PENS MAST SEAT, ME W WMNG ON MR HEAD. 4. ALL ALUMINUM EXIHUSIONS SHALL BE ALLMWUU ASSOCIATION ALLOW AND TENPIN AS INDICATED ON SHEETS 2 AND & MINIMUM WELD snpism TOR 6083-T6 ALLOY IS 30.0 NH AND 35.7 bL FOR 6005-TS ALLOY. & ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES PIN CEWOSHON RESISTANT COATED CARBON MET, AS PER CIN MIS VAT, 0O La MIN. HELD SRBNGM AND 90 lai UIM. TENSILE STRENGTH. AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.314. & SOLTS TO BE ASTM A-307 OALVANRED STEEL. OR A19 304 OR 316 SE6ES MANFSS SaR WHIN 33 4vi WMMW WEO SI,,,GM. 7. SEE NNE FOUON'WG MEETS MR ANCHOR SPFCIRGTION& Try BLADE (DH 12.13,14,15 AND 20 W BIME (DA 6 WORKING IN UNISON: 12. 13 A 15 & MR BERTHA 1LV. ACCORDION MUM SYSTEM GEMS A US. PATENT 16779=. COMPONENTS OF THIS APPROVAL ARE COVERED. IN "ME OR IN PART BY U.S. PATENT IV459.179 ISSUED TO EASTERN METAL SUPPLY, NC. 0. IT SHALL BE MC AESPONSOUT IY Of THE CONTRACTOR TO VERIFY ME NUTTINESS OF ME STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO WSUM PROPER µCHORAOE. CONTRACTOR TO SEAL/CAIIHR ALL Memos CCIIPONEa EWES WHICH TONI TOW FASTENING W CONTINUOUS CONTACT WIM ME BUGDON TO PREVENT WNO/iWN INTRUSION, 10. EACH UNIT MUST BEM PERMANENT LABEL W A VISIBLE MACE MITI WARNING NOTE OUTING PEUXIS OF HURRICANE WARNIhNs HOME OWNER, Meer- OR OSIERS, MUST PROPERLY CLOSE ALL NV AND HO CEnERLN1E5 AND ENGAGE OR LOCK NL NO AND 10 COWS. 11' MUTTER WJNPACTIRWY LABEL SHALL BE LOGTEO ON A READILY VISIBLE LOCATION AT ACCORDION SHUNT M ACCORDANCE IYM SECTAM 1709.9.3 W RORLL, BINDING WOE DUE LABEL SHALL BE PLACED ren IYERY WENNC. LABELING TO COMPLY WTI SECTION 1700.9.2 OF ME FLORID BUILDING CODE 12, BERHA H,V. ACCORDION $HURTER SYSTEMS INSIAW.TON SHALL COMPLY W1M SPECS INDICATED IN MR DRAMINC PLUS ANY MLOWO AND ZONING REGULATIONS PROWDED BY ME .IU,NMcN, WHERE PERMIT 19 APPLIED TO. 13. (a) THIS RED. PREPARED BY THIS WGTNEW IS GW WIC AND GOES No PROVIDE INFORUMON FOR A SIR SPECIFIC PROJECT: La. WHERE ME SITE CONDRDNS OENaE FROM ME P,CD. (5) CONTRACTOR TO BE RESPONSIBLE. FOR THE SELECTION. PURCHASE AND WbM{LARON WGUM, LIFE SIEEry OF 10, PROdICT, BASED ON M0 P.EO., PROWes, NE/SNE VIES NOT OMM FROM THE CONDITIONS DENUUM GO THIS OONMCNT. CONSIRUCIION. SAFETY AT SALE R ME CONDUCTOR'S RETNNSIBIMY, St(a)) MIS P.E.O WILL BE CONSIDERED INVALID 6 ALTERED BY ANY UI SHALL H4E9P0MHSHBLEEFRD 0 THE PRROOPERR USEBOf ME P.ED. ENe"CBY A on or REWORD,ED,ACTNONEER OR ASS A OEIEECAMCMOMECH WILL ER TO Me Plc MOO SHALL SUBNR TENGINEER OF RECORD O TH LITTER MERSITE S EP CIiTCMOMWLLW05EFOR RUM. (4J ORIdNAL P.CO. SHALL BEAR ME BALE AND ORIGINAL SEAL NO MGMWRE OF ME PROFESSIONAL WDINEW OF RECORD THAT PREPARED a. GENERAL NOTES SHEET 1 IS SYSTEM COYPONEN1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHWiW SEM ASBLY 38-44 SHEET 4 TYPICAL WINDOW RUDE A WINDOW DETNE AREA 20 HV RI AIDE n Au0 W VANDOW RI AnF (TA (WHERE APPLICABLE) TYPICAL SHUTTER ELEVATION A NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLCOK $WELT G INSTALIATION DETAILS G-M, CONCREIrMoCK SHEET 7 C04UMATE DETAILS W SHEET B CQJTERMATE ALTERNATMC DETAILS HV SHEET 9 END CONNECTION DETAILS T-S, CONCRETE/SLOCK SHEET IG MAXRNUM SPAR TABLES SHEET I ANCHOR SCHEDIRE- CONCRETE A BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE A BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE A BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET IS UWALLATION DETAILS M-R, WOOD SHEET 16 INSTALLATION DETAILS S-X, WOW SHEET 17 END CONNECTION DETAILS 7-12 A X. WOOD AREA 3• HV WINDOW QLADE & SHEET IB ONLY TYPICAL SHUEER ELEVATION AREA 41 HV WINDOW MADE m ON SHEET 19 Y INSTALLATION DUKLS, METAL SLID WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA 1"P�.`�.:... ..... •r�i M17 Tnrzw. Nc 02017 FASIrAN METAL SUPPLY. INC, EA c 7 V. ■ AHV Accordion Shutter System �jY(/F * American Shutter $y9(BineveuRTlmvx W BLADE / /0 H.V. WNDOW BLADE TILUT van down eY: 1.L j "•"" "� f �• ,,` TESTING & ENGINEERING COMPANY aT31 Iu. aaa u, d.. .1n1. VADxW vAFaOG, rIaNW aIA Association, Inc. 1 OLD 15-OM ]/1] 1 OMfi D]/'e/ 17 ., PNw: L30.JBn-I&10. I..: (]OSJ6]I-1111 -"1°® 4268 We5lr0Gd9 Drive 2 :-iss/ ••... .aped aoUeTH9�^ West Palm Beach, FL 33407 a DRAYANC No ONALE OC •IACAbLCNFNAYLIdr /nArr WNTM A OULT.,,. P.D ROHOA LK. 1 44167 17-107 _____ . (DHV SOLID BLAD COVERED UNDER US PATENT # 5458179 1�A HV WINDOW MADE - OF USE OF BLADE -WON SHEET 19 QUALIFIED. FOR USE W/ HV LB17• Al 8]0 1.fie6' 11 HV IING HEADR 0 FIEO FOR'USE W/ W BLADE 1 ONLY, SEE SECnOIS FOR VALID 6063-76 ALLOY AND TEMPER NN XMN YAp11 1' .csr SI�F.x JFIEU FOR USE W/ RV 01 P 4_ EUHV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADE 1O 6005-T5 ALLOY AND TEMPER vArBEs 1' u0v. � $ .6B3' o .0 • lao 6s • _ 0 " 570 -HV HEApER/SILL OUALIFIEO FOR USE W NY BLADE (JONL' 6063-T6 ALLOFF AND TEMPER ALUMINUM ANGLES QUALIFIED FOg USE W/ HV Y. 60634L6 AALLLOYY QAND TEMPER O HV WALK —OVER TRACK QUALIFIED FOR U(g��E W/ NV B AOE It 6063-T6ALLOY A}}110 TEMPER LOxPoNENT A B T1 }3 Y S' MAR. 0192• 0,193' 15 7.5' 'I' MAX. OASQ- 0190' 5 R' S• UM. 0.139• 0.131' C5 HV 90'/180'YSTARTER QUAURED COR USE W/ MY BLADE 1 6063-T6 ALLOY AND TEMPER B94' T'_ 8 BC iHV TRENCH TRACK OUAUfl LA FOR USE . HV '81A0E 07 ONLY. TEMPER 1HV RAINGUARD OUAUFIED FOR UU C W/ HV 6063-T6 BLLO E TEMPER, 1!!T'�vGl` •� rr(ly. a7017 1LLiEW, INC. 03D17 EASTERN METAL SUPPLY. INC. 3 � E A■ S■ S■ A Accordion Shutter System ■ KY. BLADE Qt W/ CR W/0 HV. WINDOW BADE r�]frl7� t TF TIWT TESTING & ENGINEERINO COMPANY American Shatter Systems . x 0 scN ux anc BRAIN m Le. CtATF�_._. OF nua xw. xw st, M..em. Ucctiu a n00A, na'au As Assaalatim Inc. 1 oLo 1s-G9s 7 z7 T am 07/s7/17 --7�•c—t` P 1 CON071-1W , r..: f]057e71.1531 426H Weslroods Drive x s'•••Q•R...... 4. !!t! "'°Fe aka°7q "'°'^ West Palm Beach, FL 33407 A DRAWING No 'sJ�AA77//��''� 'Ft�\ A11 w¢RR a �urt.+c ac 4 17-107 P'c`NXdE7Nrr3'u.'C14 /nn+r. 7laRDA Uu 14410 _..__ PtAv R Ryan ELINAIwx © LOCKER FOR "T" LOCK CENTERMerl- QUALIFIED FOR USE W/ HV BLADE 100NLY 6063-T6 ALLOY AND TEMPER t g p AIN• Sg 3 dQNO ROD — OVAUFlED FOR USE Wf HV BLADE 14, A 6063-76 ALLAY AND TEMPER ® LOCKING RODA OIIALIFIED FOR USE W/ EN BLADEQ 6063-T6 ALLOY AND TEMPER t 6' Od1 0 HV MALE "T" I p(' QUAUFIED FOR USE WFOR USE W/ HV BIAOE 6063-T6 ALLOY AND TEMPER 6063-TO r3'a U6 W 3/8"0-16 A( P.E. ].181 1 6 r h IVND CENTE , uflEO FOR USE WNV BLADE Igk 6063-i6 ALLOY NO TEMPER !1/2' l3T H40-20 AISI 304 FRIE4 . THUMASCREW OUAUTIED FOR USE V1/ IN BLADE 1Q :Z CM17 e11E0, MC. SZ ILITEC0,- TF ; TIWT TESTING k ENGINEERING COMPANY C06 Nt. 30. St, A,, b% vF Ggpg6. E1CryA A -^n (mwl-T»1 ,6T1A re�., I wm e'Y]fR A iRMI AiC !e. P.F. RQ4d. Mc , NIF7 LOCK E W/ NV ONLY. OR>6• r . 1 exs• ua.. E bb g yI 'A a4 iMUY6TURN rnwam OR REY t.3> M'n LYWtOEA �g HD LOCK BY RECENT H ARE M SERIES 2333 HOOK BOLT I.M. OUAUFlED FOR USE LY/ HV BLADE 1Qk A.S.S.A. American ShuHer Systems Assoclallon, Inc. 4268 Westrooes Drive West Palm Beach, FL 33— Q W1> EASTERN NU& SUPPLY, INC. B RT TM Accordion Shutter Syst, HV. BLADE al W/ OR W/0 KV. VAN OW BUD Y. Ne OES,R L- ON aRANN 61' LC t aLD IS-0Bs � DRAW-IrNG No �7-t� SHUTTER ASSEMBLY SCHEDULE FOR HV QA HV O HV BLADE I ® W BLADE IA ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON. BUSHWC Q ITV NYLON HAT WASHER ® HV WHEEL CARRIAGE A]SI 302-3D3 SERIES 0.870-x3/I6- THICK NYLON WHEEL. 0.188'0 AISI 302 SERIES S.S. RWErS © HV 1 3/4' ACCORDION PIN W/ g8 HEAD t ® NV 2 3/4" ACCORDION PIN W/ Be HEAD Y ® POLYCARBONATE IMPACT RESISTANT HV WINDOW .L 07�IiT I(1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV IQ OR HV IA BLADE. (2) HV PIN ® MAY BE USED IN UEU OF ® AND ONLY AT '-- EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV O( vq]24• BLADE WHEN CORRESPONDING TO INSTALLATION -11", SHEET 7. ,q4g: 0 (3) HV PIN © OR ® W/ 1/2" O.D. 1/16' THICK S.S. WASHER iTP a SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 'AP SHEET EXTERIOR ) 1r uw. tt m-OlAOE I NV W1 .N�UOCK� '0 OPENW �]] I873' Y 62 RIJ / ] SO• N /�/w. % ] 7/8' MOL NV VANDOW CLUA SEP 014 0. BETWEEu .02 - 1}]00• OPENINGS z S ]/r-5--0625' ON S1 2 1/4 RIESs�• dLM erlWT;u+ TYPICAL HV WINDOW BLAD A P0IYCARB0NATE HV WINDOW N.T.S. OOR I; 110 MBLApE 00R YE Ii ) Q OR ® i i J ® EXTERIOR NY PW © OR AT OR (SEE NOTE P rOR REGUIREMENrs) i REMB Y LAYOUT o O17 lamas Ms. IL ECOXNc. TILUT TESTING A ENGINEERING COMPANY as, N; ] S, 9x.M vA.mA wAPaQ nM¢I y IMv : (ms)871-um . F. : CKS)AN-13]1 .-„wn 1n.vpowuwx 01-omen, PLOR A TON.4 PE RORa4 Lk / N16} 7� BupE ,e62s' t(EOw, ._v .0625 a}e' $ POLYCARBONATF IMPACT pSTANi HV P"Np0 II GAYER NAKROLON 3103 POLYCARBONATE RESINS, W-STABILIZED CPADE OR SABIC INNOVATIVE PLASTIC LEAN 103 RESIN (SEE NOTE 'F' ON SHEET 19 , POLYCARSONATE SOURCES FOR 44 InCLL IMTm6 nnrnax nypyy ,mwa near aim o a� sevepn wvp. .su vp.r mu eI • .3 W• Nti ass x, AStY MX vAW Hp 4rN Pu n4lAM 61XWiry .l bpp A5ry plq If}Ol pal I;W PLL naixv,umnus vac .nv om wliove P.L wfom .p+ nw..aa om ow.e oomn Arn Taw a.s a s .nv p or smwv Afn oev o-1 aAss C-1 E-I qva r mr,opini sn., onn Iwo ♦ am Y > Am wu mau emnow xrw xwlnw.xc vsry ue vmx p,.+ ae.o Ppl. m®c nuns oawc vsalmwn Pary w e.el p.f emo v.e AnS.S.A. American Shutter Systems Association. Inc, 4268 Weslroods Drive West Palm Beach, FL 33407 W }a17 EASTERN lw u SUPPLY, wC. B TM Accordion Shutter System KV.'BIADE #1 W/ OR W/O KV. WN= BLADE [V, xc oL6Cn a w.rz WWI 0- 2-7 1 OID 15-O8o 1/2}/1 wre, 07/27/q } ORAWING No 17-107 6 SHEET eI A OF 20 10& FULL n III v � 2 I_ U• O' O• Q• O` Q• Q` p• 0` O• O. p� 0. 0. 0. m L w�w©. QwOw 10 •'I�� f0•�w©.If'�w� fL3F °° TYPICAL 6) HV BLADE SHUTTER ELEVATION N.T.S. LOCK & or ANY SPAN ANY �r+^�^^`^ /14 V•"-AU a I/[ UMU HAT HUD S.G. M.S. LOCATION OF LOCK SHALL BE AS IN01 NUTTER ELEVATION. 2. OPTIONAL OR /1• N pE5 OR FOR SETIC PURPOSES, UP TO tWp HY A� LOCHS , Q3 OR I WY BE USED %S µ DJStpE OR OVRTOE LOGIC CONxECTION Of LOCKS TO CENIERWI6 Q L G3 "OL. GE A$ IND / LOG ON 8E AS INDICT ON TYPICAL SHVf1ER ELEYARON. ONLY Mai A� c I2JSJ:SEO.W�f➢_N :JAf:K�: LOCKING RODS AAE NEX 0CQ UIE7 REOUIREb 01 ATj1URWGNED E POSp10N, BUT WY /"ES'w'E3 DE USED 6 DESIRED TO EN —HANGS SHUTTER PERFO UANCE LOCKMC RODS Q� MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE PI DR AN ALTERNATIVE DEVICE —I ^'•" " •' ^•, OUTSIDE OR INSIDE LOCK. AT7ACHE0 TO ¢3 CORNER CEN1FfiWTE W/(2) I/10-20 a 1/2' LONG MT HEAD S.S. M5. TING LOCKING RODS AT TOP & B OM SHALL BE USED, LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, MAXIMUM SHUTTER SPµ SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. SINAIII ['I 111111111111 MAW, • ONE 1L11 1 MV LOCK WY E SEQQU�IN UEV Oi HV LOCK or FOR ANY SPµ µD I INSTALATIONS AT ANY ELEVATION. AL RWTE LOCK D5 WY BE USED AS.µ NSID OR OViSNE LOCK. ATTACHMENT PPP OF 1/{"1 S.S. TRUMBSCREW TO 0 OR C CENrOD ATES SHALL BE UADE W/ 1/{'0-2N3/{' ALUM. B�; BARRY AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPµ WO OR T It LOCKS AT 1/3 OF SHUTTER SPµ, IL U.N"ATDRY CONDITION /+ MR KAYCf WE •m -NINSTALLATIONS-.ONE W LOCK er ® or 0 SHALL BE USED AT 1/2 OF SHUTTER SPµ FOR ANY SPAN OR 12' ABOVE OR BELOW 1//2 OF SHUTTER SPAN FOR SPANS UP TO 68', AND FOR INSTALLATIONS AT AN'l ELEVATIN. W LOCK ® or Q or WY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHED TO C) or ®,SYMMETRICA1. CENTERIATES W/ (2) 1/4"1 A 1/2' LONG FLAT HUD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKWG RODS 0 W/ 0 OR 0 TOP AND BOTTOM IS COMPLETELY NANOAiORY. OF CORNER NOTES ON NV "T" LOCKS AND CENTERMATES, CENTERAATE I.N...-...-aAND WIND T %1OCK WY 12' tQN 1. Ha1C :ONE ALTERWTE HD LOCK® WYBE USED W UEU Of HV LOCKS di w fOR µY SPAN AND MAQ.UTIa6 AT ANY ELEVATION, ALTERNATE HO LOCK ®WY BE USED AS AN MOE OR OUISIf),[ LOCI(. ATTACHMENT OF He LOCK EJi TO ® 5 W/ 3 /8 A J/B• F.N. SS.M.S• µD INCLUDES RONFORCEYEm INSERT �y AS SHOWN ON SECTIONS HDB-INB'AHD HDC-IN2: SHEET To. LOCK WY BE INSTALLED AT MMP44 OR 12' UVII BELOW OR AOOJE UIDSPAN. USE OFLOOKING RODS 0 is COMPLETELY OPTIONAL t �P '..jC...... g i F` • �= 9 ••.• / Ft *; Q •. : • ,`\ R2017 MUM PIC. �L TILLIT TESTING a ENGINEERING COMPANY exY uP. Me. A Ma s0a UAowA wAoos. nww A, Prow, 303A71-1510. F. I (aoY)m1-Ie21 UII W 101 A TRMT:.. P.E. nORMr. uc./ Ae1eT A■S■S■A■ American ShUt(er Systems A8B00(a((ONr Inc. 4268 Westroads Drive West Palm Beach, FL 33407 02DI7 EASTERN UCTAL SUPPLY. INC. 3ERT H ,u Accordion Shutter System FLV. BABE //1 W/ ER W/0 H.V. 1NW Wr gpDE TV, x 0[s D on[ GOON BY L4 I OLD 15-OBS Try? 1 III 07 Z)/q '--sf�• "••••'•6\�%Ild� -.. 0NAL EN III' P.E. SEAI:JMWGUDATE 2 0 DRAWING No 17-107 4 5 SHEET 5 OF 20 / POIRED ppaREp NCRETC-ANCHORS (SEE SCHEDI6E W CQVCRCTE REOVWEO sNua 1]) CONCRETE SCHEDULE ON / : • .f' (SEE SCfIEOUtE ON SWEET 1]) 1© 16 1�i4'IrvS SS!! YNMsq�ON SN[CT )) n,. / J, i' NN. IH O-2m]1 5S. E0 [ USING NUTS L a• .050' IL 0• r f.; _ L E l % I I I I .2501 M. �• ~ ra I I 1 OR • I ' MAL SEPNNNW TD CU55 1 EgSprIG em n eJmO•� LASE I I uv1. SFPAATON TO GVSS I I E}RIiNC�r-(SEE SC Wtnx ON SHEET 11) GL62 i (SEE SCHEdRE CN SWEET 11) 1 r gSWG I 1 HV WALL HEADER INSTALLATION BQ HV WALL HEADER INSTA eT10N + KEYSTONE EMmxc G� wa SmwYNar ! a r I I OR ia• L on. sv%M now To CUSS r r 1 JULSEP.VAIWN Um 10 G EXISTING �( scHaw ON SNEL1 I (SEE SEOULE.ONSHEET I I) CUSS CPTOIYA fwWG oPnou uaio. :L_U.. *EEO p✓ i .1//.2-J 13�jTy12 M© =r-_— ED IH'P-3pxJ/.• S.S. W110TRUSS IIEID I 1/ ,/ //G / E A+CIIN / / 1 an l6 ©O U4CIRNE SCREWS USING / / CONCRETE ANCHORS SS. PN1llP5EO (SEE SC ' (SEE SCHEDULE ON SxEO IS) ' t• 1/4'-20 NUTS O 12• C.C. (SEE SCHEDVf ON ACHINE SCREWS W/ 1/4-20 NUTS a 12. O.C. CONCRETE .ETE ETpCN a1RRED OD HV WALL SILL INSTALLATION 111 ! (s' Ei SCHEDULE oe 4N. PWPEO CONCRETE SHEET q) OR CONCRETE ULM REONREO RED CONCRETE SHEET IQ O HV WALL SILL INSTALLATION Anna OR CONCRETE am" wru REQUIRED O HV WALL SILL INSTALLATION P [OrJRR.DW OF STINTS: SHEET.IO0. ,YgCV. 51TRTFN • INSTALLATION DETAILS W/ MINDMINDSECTIONS CAI GE WYSREO L D. ETICE oaTAN¢ ($EE SPEGnGMxS DIN SMEEI IJ) A • 9UOE ©W 91fIT 19 TOR �\I[ HV BLADE Ar TO sort ANY arsrALAnwN. L ,10 =•.oA;•.,<ORIOP; -1 �/•JGENS�. •,, �� = 4 ] i i 0... r �4W,a` 0201) mrztq RC IL�E O- TIUIT TESTING A ENGINEERING COMPANY N-I ,aH U. N.. ,oS MAN wwwx naa,,,,m PraR ; pO5Mn-15w , ra.: (JG5)e21-un —.0; UYwOeW,<cm ®_ ao 1 MkiG A i¢aTJr. P; MEORTJ. G E 44187 �+ �+ /� A■a7■�7■M■ American Shutter Systems Association, Inc. 4268 Westroade OrAe West Palm Beach, FL 33407 02017 EASTERN UETN SUPPLr. INe. ER A VT, Accordion Shutter System KV. HALE #1 W/ OR W/0 KV. WINDOW BALE w. N DnmPnoN D.rt awgl eW L.c. I OLD 15-0e5 pw2I wm m/2T/n s� NALV - O :� nor '"I rpr✓r P.E. SEAL/SIGNATURE/DATE e J DRAWING No '7_, 07 a 5 6HFEr • 6 OE 20 EXISTING GRASS OURED CONCRETE ANCHORS 1LRETE (SEE scNEDUIE ON SHEET 13) I mnq (RE 1 OR ]NREo SwIL[ w ® MOND r--r EDDE 6 N �uu t1.ETs—.1 f DRE saQDu] y vO IR wgbrvv i 1-E /r f . I ALitRNOE :I OcAl" 11 am a1$ . ITOX3/4• RICK WASHER HFAO —} I I cuss r .//. f. /r. I )/e TEH SCREWS 0 12- O.C. CONCRETE ANCHORS B i 1 fr // / Una 7 (SEE SCHEDULE w SNEEr v) Isvu N / . /. ; / �; // I I / //�fi . COLT or ,/j�/j •�•/ , r r cA9u !, / . ME Of 1 '. EDGE m / • % r • ,gip CABLE !•+ // c i / 1 mmwm. APPOc4BIE D..' / I Sub v /. / - % /�/ / / j ArPOUBILPOURED,i nm¢mn ,F� POURED %r r/'// :� / Ni fil F/ i f F CO RUE D` WNCREIE my NW CONCRETE ANCHORS w xLL, 11 ♦m 1 0 R,ry�CONCRETE R EO MT HEM CONCRETE ANCHORS REaUREO (SEE SCHEDULE ON SLIER 14) RAnm`4A RMIRED O. G D.• (SEE SCHEDULE ON SHEET 14) IT TRENCH INSTALLON ATI HV WALK -OVER INSTALLATION AW ONLY FOR UP TO ♦70. -75 PSF A.S.D. HV FLOOR INSTALLATION 1 DESIGN PRESSURE RATING 0 FOR SPANS PER HV I ING INSTALLATION SCHEDULE /3. SHEET 11 "014 W1NRx u, vAHRm, CONCRETE MORONS O vl (SEE SCNEWLE ON I——IR�uxo4u0 SLEET ID) I/f0 M 0144T� iMW, x m war III I O t ASS mwv.,P RAa _Q OaaaINss� nD1Daw rlNm°R: u4 9B I / • �'mi eom.r m em m x/ 1 4 ;pv i�wv[a ill *MFOR. ID C-0•]PAR" r•0.0 iWS WEO,1W4 fMM / 1 swrn r✓ rlur R loot 1 a --�.. I°x @ I' J WAS�HCR4NEID 4�0 .' j•r 9R�r i, MR WrArIR+N 1� NAM !/e 1/7- u:H. 1EN SCREWS r / CG'1. SGWIt HEX HEAD 1 8' D IE' as / zo ss rAs coxcaEfE ANCHORS Iuv]/4' sns j • • .• /.! r a 9' O.C. (SEE scHmuLE aN '' j 7O ]/ 0 9' a c _ _ _ t ]MEET 14) ' 1/2 i '- YGX. L '• a Ix•ae / 17 m 18 1/2• I T. / ! / rse,Rt WI ]nbclw.E EnrE OF r SLAB OF/I , / 17 f e .... ioo'ZaN. xM 1al DrmRun¢ '1 7/B'.' I )/e' / ' ^ APP,P BIE �J/,f 1199/P E.H. SAS. I.IIN. . EA sM1 / CONCRETE ANCHORS 0 9' O.C. POAD) OONcPTE —E.b. POURED COHCR (SEE SCHEDULE ON ONE3IxE[r Rua) T^ , NOfE 1!(b) OR CONCROC CN SHEET 1.) mum CONCRETE ON SHEET I REOUIRED OR CONDLSHE ftOCR CONCRETEK 0 aEm"sED Q KEYeTONE IAOUMING INSTALLATION © HV WALL WALK -OVER INSTALLATION umm�M ASO. rxaw pys6 IE:.a.: a Pu PEWIRFD uAvnN Sw11N 9Mv e'-Y INSTALLATION1L BE • E. a . EDGE DSTANCE 1 RWOVAAOX WWHEENN RA 11) 1EET 4 TOR TOPIC& SNUFFER (SEE SPECHICATIDNS ON SHEET 1]) aAMMCEN'�OO M OPERMIC: EMT • SEE go„ S, S MR INSTALLATION DETAILS W/ C1� HV BLADE WO SECTORS CAN BE CONDNEO r To SUIT Aw INsrAUAnoN. 1AI R A. r FLORIDA BUILDING CODE (Hon Ntah Velocity Hurricane Zon L11 ........... •'•., ✓y 02017 TRTEW, Nc. 0=17 EASTEFN UEF& SUPMY. WC. BRT0. A �— *f) IL� A■ S S A Accordion Shutter System ■ ■ 'a • ■ KV. MADE #1 W/ OR W/O KV. WNDow 6IAOE w 9 °• American Shutter stems bEauvnbx DA¢ Dow, Be L.O .Q. , TI4R TESTING A ENGINEERING COMPANY ..per W�1d R]ss lAw. xa AJ 71 xr.. rN ;woos Nan, ],I Association, Inc. oLo Ts-tes ) ZR: re o7 s7/T7 °8 ........—\Frl N""(1B71-Ism, ra.: (]w)en-I]]I 4268 WeskoaEs Drive /ANAL EN�,I'1' mDe li West POIOn Beach, FL 33407 ] 7N6 t 07 • " ' w41q A iaOr b. P.G 4 P.E. SEAL/SIGNATURE/GATE R0F'DA �• / 441a) s �ccr IN SHEETS 10 & w 7 I®oI& Dw' to .'@wp. ®a n•n • nwrGn. !/2' -U-09 I'W q• S.Nb O 12• .0 ML IENCK. HVA s¢ xo1Es av Locvxa sacs ©. re Iaas Q w STING Glass INSTALLATIONS W/ 1 HV #* wro k r�I.s N Lox ®oN S a s BLADE W HV CENTERMATES GL�A`o •®w OR SEE ENO WA ONN E'TION w rIXRiING GU55 D ff C ON C 10 Is I ---------- a — -----------'----------------- s,..-----T—i IrrL�°�3� OUT ®.f V-( •®w )_-TTOm _ HVC GIASs M! — — — — T— — — OUT CDNCNEIEZ0# lI16MCHCMs3#9PeO UT(ENHVD trt�,,,,,,,,y, HVE HVF** FLORHA BUILDING CODE Non High Velocity Hurricane Zone' sdl `�.''�)CFIII$•.,•,y oxn mrzro. we OPalr rA4CRN UCTQ. SUPMY. INC. R A V,N `�� i�EcoE■a. ASSA Accordion Shutter System \ * ■ ■ ■ ■ HV, GAGE q1 W/ OR W/b KY. WNDON ■ADE TILLI7 TESTING N ENGINEERING COMPANY American Shutter $'Y9t3m3 . N o1!R:M"ax ont ow.n er: Ee. .• ,e, .' .......... •\'u +` uv,...>sa, N. u..;m. wlaw. w:ooa:,,, ,,oa„ol Association, Inc. I CLD Is-aes r/nA am mil n _ Pn=m: (2a�pn-uw. ra+: 0053.n-1531 428E Westraods Drive 2 DRAWING No -ems/0 G IIII' - W- Is •^�^ West Palm Beacn, FL 33407 a NAL EN "am a mur , PE P.E. SEAL7SICNATURE/DATE noses a`' T alcr a SHEET , 07 8 OF 20 ALTERNATE 0N W/HV "T" LOCK0HV MILE/FEMALE "T" LOCKS CE NTERMAT S 8 LOCKERS / III) HV BLADE s SEE END CONNECnON DETAIL ON SHEETS 10 & IB OUT IN '�-�°e1'`pAS � eurc (Drew can mm, warirtn av aan a � �'©' Q• 8�' 1�'®' �.� ax rnss:a+'�'r � ��i�.t�'ii !'Eiu"axmN.' ONsA�>A9,•I�.Rif.�f9e Nrsi Rrr N.a "n!! C * SEE xe![ E reR M! LpCN® , T tOGt, Ox SNLET 9. nR4A Warl LWE ,I"6E 1Wi am xvrsE,,. R,wr / oma u uuvxnuRm n !wq cNom mRoart NN66M1., xEx mrsn V IW4" 0-20 x 1 1/2` i - W/ 7/8"0 x 3/32" V ©0 NV "T` LOCK (OUTSIDE) l,.v* o}e,) MX00. M. �L TILUT TESTING & ENGINEERING COMPANY v�N : Wo!)- tam . rR.: (ws)enm -, te-a A M0 rann n. PS . Uc 14167 LTL ! A.S.S.A. American Shutter Systems Association, Inc. 4268 Westrood.E Drive West Palm Beach, FL 33407 Accordion Shutter System KV, MADE #1 W/ CR W/0 KV.- WINDOW MA E AWING No 17-107 ^ L- (it.). FOR INSTALLATIONS w/ MA%IMUM SHUTTER SPAN' 'L+' -L-- OR lUT (R FOR CIBM 1ATES, @ & ® or (� or (� INSTALLATIONS W/ W/ ONE H.V. LOCK ® 0r ®ar 0r HO LOCK ® W/ NO IF LOCKING ROO's ONE HIV LOCK 0r or CENTERLIAP@ 28® 29 W/ ONE W/ NO LOCKING RODS Fol" LOCK 30 W/TWO LONG. (SEE NOTES t, V) RODS 35 TOP BOTTOM EE wlmA CC& WNAi & hOd INSTAIATGVS O � AF0. 06GI PuvV4 CONCRETE M W000 a. WµL MOUrs, J A, WILL MOUNT! RWR/CEILING osNG MOUNTING A RGOR/OAPIO u seasto P.E. AMMUM SHUTTER SPM* "L+' OR -L-' (n.) INSTALLATIONS IW & W/ ONE HI/ LOCKS OR W/ NO LOCKING GDS (VNJO FOR MOUWINQ Q1l S ER 7) CONCRETE w,e D[Pal INSrALLATMw$ RK'W/tt11M91IPARlkp I. as nOm .w uOU am L. IN L-(N 30 16'-C' I 16'-W 35 lw-2' HY-10' 40 14'-r 15'-2- 45 13'-4- 14'-3' SO 12'-3` 13'-1• 55 IV-1. 60 to- 2- 10'-1" 65 9'-57 to' -I' 70 5'-e' 97 75 6'-9' INSTAL ATION LEGEND CONCRETE & WOOD OOD WALL A, B. C. D. E. M. N. 0, P. 0. MOUNTING F, K & L R. S, & V. BOOR/CEI MO MI NG G, H, i; I1, J T. U. W & % & EJ 0 uwnuuU SHIITNER SPNI 1+' OR 7= FOR INSTAUNPONS INTO WSINE BE SBE UUM TO 105 Pvt. ASP. DEVON PRESSURE RATING RIWN;cniiio RNBR CENTFRIMTE /3 [MY BE USED AT ALL INSIAIATIONS. LOCIONGSPECIBGYIONS AS INOCATED ON MANDATORY CONDITION /2SHEET 5. ttEXCEPT THAT MAMMUM SNURR SPNI 1+' Ofl 1--' AND M%IMUM AID. OEANC PRESSURE RATING MR vggA TONS INTO CONCRETE OR CONCRETE BLOM SHNE BE MMNEa AS Fa L(R,S: 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,_72 P.P.I. AND e'-0' SPAN. SEE MOUNTING(ui ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS T THRU 3 )" OHV BLADE RORM BI 0"17 MITC0, wG. il�l'Ec- AwS.S.A. TILUT TESTING & ENGINEERING COMPANY American Shutter Systems .,,, I.. Jew a'. w..o a ao, w0ma, n.. SUM Association, Inc. PNrw : (2450.71-1530 , A.: (305)e71-1531 4268 Westro0ee Drive '"0' o..mw.wm O3 wt oasQ9 West Polm Beach, FL 33407 •MJ`VR A TINT L. P.E RCROA Nc F 44167 (1) L+: LW IMUM ALLOVINDLE SPAN FOR A GIVEN POSRIVE &S.D. DESIGN PRESSURE RRR2G. L-: MAIL ALLOWABLE SPAN FOR A GNEN NEGATIVE &S.O. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAALNM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR ROOR/[DUNG: GIVEN A POSITIVE AS.D. DESGN PRESSURE RATING, DETERMINE MOOMUM SPAN 1+' FROM SCHEDULE GIVEN A NEGINE &S.D. DESIGN PRESSURE RAYING, DETERUINE MAIONIat SPAN -L-' {ROM ,,MULE. FINAL MAYJMUM AIDIbUILE SPAN IS EOM TO THE MINIMUM DETERMINED SPAR BETWEEN T.i AND 1- (3) PROCEDURE TD DETERMINE MAXIMUM SPAN FOR GOMBINATIDNS 114 BETIMEN WAIL MOUNTINGS W/ TL0OR/COUNG MOUNTNGS: FOR A GIVEN POSITIVE A D. DESIGN PRESSURE BRING: DETERMNE: U+. M. SPAN FOR WALL MOUNTING' INSMIAT ONS. Lt+- M. SPMI FOR FLWR/CEIUNG MOUNTING INSTA TloNS, FOR A GIVEN NEGATIVE AID. DESIGN PRESSURE RATING: DETERMINE: LI-- MA1I. SPAR FOR WALL MOUNTING INSTALLATIONS U MAX SPAN FOR FLOOR/CDUNG MWNTWG INSTALLATIONS. ANAL MAINUIIU ALLOWABLE SPNI G EOUN. TO THE MwIMOM BETWEEN 11+; 17+; ll-' AND'U- (4) GO To ANCHOR SCNEDULE WITH RIM IU rMUI/ ALLOWABLE SPAN AND NEGATIVE &S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR Accordion Shutter System RV. BLADE qT W/ OR W/0 KV. 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BUPPLY, WC. * _ �L� A.S.S.A■ Accordion Shutter System * •a Nv annE w/ XIF! ; TBAT TESTING 4 American Shutter Systems yT aR w/o Hv. III NDOW SLADE . R x<EAwuon DAn awN er: La _a''•RnomP+ �" ENGINEERING COMPANY wN R.. Na Lw.! sna cuOD¢ IMd A,E Association, Inc. mn 1s-Des 7/n/L aNc ov/n/n Fnarw : n0e)e71-15M . d.: (=)en-.$, -moT; wlewa,a.<em EB-000e719 4268 Wasi O.d5 Drive West P01Lw B,Irah, R 37407 Lis` "'• �1 ONALE a s DRAWING NO , 17-107 P.F SFAI Air. AM ITC MAW IW.®A Lk./«1e7 FOR BERTHA 1 HV GLAD A ORDION SHI ITTER _SYSTFM INSTALLATION TO METAL STI D WAITS I. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) 2. MAX. SHUTTER SPAN: 84• 3. ALLOWED MOUNTING: (BON THIS SHEET. 4. ONLY ENTERMATE 21 W/ 24 NV LOCK ARE ALLOWED WffH 21 ARRANGED A SYMMETRICAL LAYOUT, USE 0 (2) 35 (6• LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT IOR OR INTERIOR ACCESS SIDE OF CENTERMATE, n_e� T rya BLADE SLACK DETAIL NVF IS ALSO VALID FOR -L - 1/2• 72 3 CENTERMATE@APPLICATION WITH BLADE 1Q s•. 11/21 amr ➢ecx llin. ASN A-85]'4RV:C Aa CiYMbi$'� 0 6' O.G. Inn. a-sm Env. s6En �• ;;•:Fxua•r,.. METa sress a le• a.e. n.:y �;.- ; !'(MS WALL HEADER/SILL INSTALLATION 1/2' Min.) 02017 MTE M. INC. �? TIL ECO TNc. { • \\ p TILUT TESTING k ENGINEERING COMPANY clef xw..yx„54 61.. ]OS Np4W mµpeK. qpp. ?] PAem : (]m5)071-15]5 , iq : (JIISIW h151e [e-eWe)1a wuTEx a T 1T ]T. x,Y. ,Tc RaeN)l EFu 1 44101 .IYIF41 co -'12.00V Mo..�- m o9' 114"9 NOMINAL ALUMINUM SLEEVE ^ 6063-TS ALLOY SEPARATION TOGAS SCHEDULF 3.c00- uvv. 4x LITgM « 1• ® 1/4"tl-20X3" 80 T MUST PENETRATE L37S 1/4•0-20 THREADS ® 1 /4"0 ELCO NMUMIOM PRODUCTS FAB—LOK HD COMPONENTS ADRIG9LE SCN.E: 3/e•= 1' ' k so"o.) '1 WIND ZONE MINIMUM ASTM E-1998 SEPARATION 70 CLASS 1 7HflU 3 1• m 4• 1/2' MAY. SLACK A.SINS.A. American Shutter Systems Assocfa"on- Inc. 4268 Wesl.ds D7ive West PCIM Beach, FL 33407 ON IOCAiEO AT Ij Nv NFAOTR/sl D165 VIEW Y SIDE CONNECTION TO TRACK I Accordion Shutter System HV. BADE ffi1 W/ OR W/0 H.V. WN10W BADE asamnnms 5Arz awns an E.e, I OLO 15-065 7/27/1 2 DRAWING No E 77-107