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HomeMy WebLinkAboutPRODUCT APPROVAL4/4/2019 / Florida Building Code Online .� 1 r ��� � / � n.�g ((��i � r.� -� -tea �" • * BOS Home Log m user Registration ry Hot Topics Submit Surcharge SUM & Facts Publications Contact Us EMS Site Map Unks Search a d Approval pProduct b G• USER: Public User Product Approval Menu > Product or Application Searcn > Application List > Appliratien Detail 0,1E �I FL # FL389-119 SCANNED Application Type Revision BY Code Version 2017 St, Lucie County Application Status Approved 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@easternmetal.com Authorized Signature Bill Feeley lrodriguez@ea5ternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer E) 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. F7 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 B y%opy httDs://floddabuildino.ora/or/or aoD dtl.asox7oaram=wGEVXQwtDavYYHH2vJvx53MwsXdCOtOX I E d 1/3 4/4/2019 Sections from the Code Florida Building Code Online C 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 # Model, Number or Name Description 389.1 Bertha HV Accordion Shutter - Blade Extruded aluminum interlocking blades retained by tracks (top )rwg 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.: 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_ INC. DRAWING 17 107 BERTHA HV ACCORDION SHLJTTER 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 centermates and locking rod Evaluation Reports configuration for the HVS blade, 8'-0" for+64, -72 p.s.f. A.S.D. FL389 R9 AE AMERICAN SHUTTER 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 HV1A 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. 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'-0" 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 REPORT.PDF Created by Independent Third Party: Yes 8a4k Nezt Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Flodda is an AA/Ee0 employerOr 2007-2013 state of Florida.:: Privary 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 be a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please wmact 850.487.1395.'Pumuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The smalls provided may be used for official communication with the licensee. However email atltlresses 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 avallable to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® am ® tGkck um https://foddabuilding.org/pr/pr_app_dtl.aspx?param--vGEVXQwtDgvYYHH2vJvx53MwsXdCCtOXQsoPMYK7UC8%3d 213 l GENERAL NOT S) 1. BERTHA KY. ACCORDION SHUTTER SYSTEM SHOWN ON NO PROGICT EYAVATCN COCUMER (P.EO.) N,, BEEN VEMPE0 FOR COMPLIANCE IN ACCORBICE AN THE M17 (61N MUCH) OF ME FLORIN BUILDING CODE MIS ACCORDION SKI SYSTEM SMALL NOT BE INSEW.EO AT IRGH YEL00 HURRICANE ZONES, DESIGN WIND LOADS S Al BE DESIN INEO AS PER SECTION 1820 OF ME ABOVE MENTIONED CODE. FOR A EASC WIND SPEED RECUM ED BY ME JURISDICTION WHERE SHUTTER WILL BE INSTALLED NAM A URECTIONAIRY FACTOR K4.0.85. USING ASCE 7-10 AND SHALL NOT EXCEED ME MAXIMUM (AS.O.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19 A, 2D, IN ORDER TO VEWFF ME ABOVE CCNDINCN, IGN ULTIMATE DESWIND LEADS DETERMINED PET[ ASCE 7-10 ,MARL BE RRST REDUCED TO AS.D. DESIGN WINO LOADS BY MULTIRLYRIG THEM BY 06 W OROERTO COMPARE THESE W/ MAX. MO) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19 & 20. W GREEN TO VERIFY THAT COMPONENTS AND ANCHOR, ON MIS P.E.O., AS TESTED, WERE NOT OVER STRESSED, A 33 : INCREASE IN ALLOWABLE STRESS MR WIND LOADS WAS a0I USED IN THOR ANALYSIS. HOWEVER. A WINO DURATION FACTOR 0-1.60 WAS NEED FOR WSMOMION OF FASTENERS W WOOD. BERTHA HY. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MVI IMPACT LOAD HAS BEEN VERINED IN ACCORDANCE WIN SECTION 16DRI,2 OF ME ABOVE MENTIONED EDGE AS PER AT REPORTS: -IN BOLE 0 10214.01-03, /W15.01-03, /1a04.Q1-O5, �{21 a,D1-05, j0317.02-G8, /0BOU(N-NO AND 1`0210.01-it AS PER TAS-201, TAS-202 ,AND TM203 PROCCOLS AND ABTM E-t886 MO E-1096 STANDARDS (NISSRE LEVEL D. RAND ZONES I, 2 & 31 & #1220,01-10 AS PER Yes 201, 203 & 203 PROTOCOLS LARGE MISSILE -HV WINDOW DUDE 0 /0505.01-08 AS PER ASAP E-1886 AND E-1986 (MRSHE LEVEL 0. WIND ZEN" I, 2, 3) 8ASC PROTECTION ONLY AND Y 01 AS PER TAS 202 PROTOCOL. 2. W BLADE O, AND NY Moog, BIRDIE ® ME ENGINEERED TO VV WK W UNISCH WRH EACH OTHER UNDER ME GMEAL WaATONS AND C,,=,N5 OF USE W'D.CATED ON SHEET 19 1 SEAMA X.V. RGCOROON PINS (M' SCREWS), USED AT BLADES KNUCKLE MD MR GREET MOUNT CONNECTION TC TRAOFS SHµL BE 11#2.75• MO 014XI.75• RESFECTNFIY, 410-M MINIMUM BE STARLESS STEEL SCREWS VAN 135.0 LA1 WELD STRENGM AN 160 ke TENSILE SIRENCM. PINS SHAM BE CWIED WOH SERTIM NV OACROSHIETD COATING SYSTEM AS MWUFA,,,RE, BY APPRIES ROVED COATING APPLICATORS. REGISTERED MI MSIU ERICAN ITM SYSTEMS ASSOCMiION. PW, MUST BEAR ME HA MANKIND ON THEIR HEAD. 4. AL ALUMWMM EYIRU,ID.VS SMALL BE AWMINUM ASSMATION ALLOY AND TEMPER A5 INDICATED ON SMUS 2 MO I MINIMUM WELD STPJ;NGTH FOR 6063-T$ ALLOY IS 30.0 MN AND 35.7 RN MR 6D05-TS AEIDV. 5. ALL SCREWS TO BE STAINLESS STEEL 30{ OR 316 AL51 SEPIfS OR CORROSION RESI,TAR COATED CARBON $REEL AS PER ON SOME WITH 50 No WK YIELD SMINCM AND 90 �I MW. TEN LE SM NGM. AND SMALL COMPLY W/ FLORIDA BU LDNG CODE SECTION 2411.3J 4. A BELTS TO BE AST" A-307 CALVANRED SLED, OR ALSI JN OR 316 SERIES SEAMLESS STEEL WIN 35 VN MINIMUM YIELD STRENGTH. ). SEE ME FOLLOWING SHEETS MR ANCHOR SPECIFICATIONS: W BUOC 0 : 12.13,14.15 AND 20 W BLADE 0 & ® ROPKING IN UNISON: 12, 13 & 15 8. THIS BERTHA H.Y, ACCORDION SHUITER SYSTEM BEARS A U.S. PATENT 16779.582, COMPONENTS OF THIS APPRWA. ME COVERED. W WHOLE OR IN PART BY U.S. PAW j5'458,179 ISSUED TO EASTERN METAL SUPPLY, INC. 9. R SHALL BE ME RESPONSIOUTY OF ME CONTRACTOR TO ANFY THE SOUNDNESS OF ME STRUCTURE WHERE SHUTTER IS M OE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUEEt COMPONENT EDGES MOCH REMAIN, THRU FAEIENING W CONTINUOUS CONTACT WITH ME BUILDING TO PREVENT WHDI/RNN INMNSIOy. 10. EACH NW MUST STAR PERMANENT WT1 IN A VISIBLE PLACE [ARM WARNING NOTE, DURING MODS OF HUNRCANE WARNINGS HOME OWNER, TENM1, OR OTHERS, MUST PROPERLY CLOSE ALL HJ AND HO CENTENAATES MD ENGAGE OR LOCK ALL NV AND NO LOCKS. 11' SN 'TER MANUFACRA M'S LABEL SHALL BE LOCATED ON A REALLY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WTTH SECTON t7099.3 OF RONOA STRIDING CODE. ONE LIBEL SwMl BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WNH SECTION 1700.9.2 OF ME FLORIDA BUILDING CODE 12. BERIH,Y KY. ACODRDCN SHUEEN STEMdS WSEALLADON SHALL COMPLY WITH SPECS INDICATED W THIS GROUND PLUS AD' BUILDING AND ZONING REGUU110N, PROVIDE, BY ME JU WGiNNH WHERE PERNR I$ APPMEO 10. 134 (a) THIS P.ED. PREPARED BY TINS CNG'NEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SHE SPZCIFIt PROJECT; Le. WHERE ME SITE CONDNIONS DONATE FROM ME RED. (B) CONTRACTOR TO BE RESPONSIBLE FOR ME SELECTION, PURCHASE AND INSTALLATION "HUNONC UVC SAFETY OF THIS PRODUCT, BASED ON MI5 P.ED- PRONDEO HE/SHE DOES NOT OEVMTE RROM ME CONDNONS DETAILED ON TINS BOCUMCM. CONSTRUCTION SAFETY AT STE E ME COOPACTCR'S RESPON51&M.. (P) THIS READ. NtLL BE CONSIDERED INVMD IF µTERED BY ANY METHS, (adSITE SPEOFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHKH WILL BECOME ME ENONEER OF RECORD (E.O.R.) FOR ME PRWECI MO WH0 WILL BE ONSIBLE FOR ME PROPER USE OF ME P.E.D. ENGINEER OF RECORD. ACTING AS A OELEOATED ENGINEER TO ME RED. ENGINEER $HALL SUBMN TO THIS LATIEt ME SITE S AN A OMWu FOR HDAEW. (a) ORCNAL P.ED. SHALL BEM ME DATE AND ,WONµ SEµ AND SIOU LIRE OF ME PROFESSIONµ ENONEER OF RECORD THAT PREPARED M GENERAL NOTES S21EET I SYSTEM COMPONENTS 1-20 SLEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 3B-44 SHEET 4 TYPICAL WINDOW BLADE & WINDOW DETAIL AREA 2, HV BLADE (1) AND HV WINDOW R AD AA (WHERE APP ICARI F) TYMCµ SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 VISTALIARON DETAILS A-F, CONCRETE/GLOCN SHEET 6 INSTALLATION GOALS G-M, CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS NY SHEET B CEMERMATE ALTERNATING DEEMS W SHEET 9 END CONNECTION DETAILS 1-6. CONCRETWOLOCK SHEET 10 WUNMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & MEG, SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DUALS M-R, WOOD SHEEP 16 INSTALATIDN OVXLS S-K, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & 2, WOOD AREA 1; HV WINDOW R ADF AA SHEET IS ONLY 11PICAI. SHUTTER ELEVATION AREA 4• HV WINDOW B AD m ONI SHEET 19 INSTALLATION DETAILS, METµ STUD WALL$ SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA AAA SCANNED BY St. Lucie Count y,$ ati;: vZENS �.,, . +4 �,/ y T • ST'1'E 6F' e r :` 4 A\ G2017 VIMCO. INC. IL E C O E■C. A S S A ■ ■ ■ ■ American Shutter Systems Y AssoDlDfto n, Ine. 4768 WeORAViING West PaNO Beach. FL 33407''` m201> FARRN NITµ SUPPLY, INC. Accordion Shutter System KV. BALE #1 W/ OR W/o N.v, wN)CW BALE TIW7 TESTING &ENGINEERING COMPANY e ss K.. 5 A., P . MP, (3a)A ..WY , Poo..M, .a-1. A% . Fav GOG5767T-I,a[ NM TR 1 PUX.. P.E TLOAQ,cucrr PANY n/1 att: m/27/17 P.E. S`ii1t7E5?FddAYURE/DATE MaLDT Na 17-107 UNDER US PATENT A 5468179 OF USE OF BLADE a-GN SHEET 19 OUM-JFWD FOR USE W/ W .53L63-T5 ALLOY or Ep, 1(9 6I01 i, 11 HV CEILING HEADER 0 FED FOR USE W/ W BLADE 1 ONLY, SEE SECTIONS FOR VALID 6063-16 ALLOY AND TEMPER '@ SIDEIDE ANGycES OVAI]FIED FOR USE W/ RV 8LADE 0) as5 a' g i I 1990' �3'}HV UNIV RSA DAT R QUALIFIED FOR USE W/ W 9LADEC1 6005-T5 ALLOY AND TEMPCR Y .- 1� 1.9 ' ua+, 03]' Awl' .100 - t R§2 M 6T0 C? HV HEADER/SILL QUALIFIED FOR USE W/ HV BLADE (1�ONU 606]_T6 gLLO AND TEMPCR" Y_ ALUMINUM ANGLES QUALIFIED TO USE W/ HV oLADE 1/OY, 6063-T6 ALLOY ANNLD TEMPER �4 HV DIRECT MOUNT QUALIFIED FOR (U(P��IS WTHV 6063-T6 ALLLOYEAN, TEMPER- (8')HV WALK —OVER TRACK OUALJFIED FOR U5E W/ HV GLADE l 6063-T6 ALLOY TEMPER CWPONENT A 6 T1 T2 i (� 2" i SMAhj Q192^ I p.192' +9 z.5^ )' uAY. D.1eo• f o.190• 2' 3" MMI Moo. 0.131' 055 HV 22/182 STARTER DUALIFIED PoR USE W/ His BLADED 6063-T6 ALLOY AND TEMPER 99!' V.642. CMLITRVFOR SERKLN BLAOEnONLY. TEMPER C0 HV RAINGUARD QUALIFIED FOR UE W/ HV BLAD 6063-T6 ALLOYE AID TEMPER. 1(P' W— afA/' S a2pt) 111tEC0, wG �201) F/SiERN uETPL SUPPLY, INC, sF , E-'H-A�VT� _ g -- • IL A.S.S.A. Accordion Shutter System • ��/ � ' •3• Amerlecn $IIQf1ef Sy91eTn8 HV. S ADE #1 W/ OR W/D HV. w lInW BLADE TILLIT , x MstMPlleu 0Att ORAwr1 ec Lc. ~. ( ' TF tATE OF i ; ��..,• TESTING A ENGINEERING COMPANY 6vs r.w. 3an se. M.. 1M, vaav 9M6D6, rloxel. .v:e Dorn.: ryw)a>1-1]0a F9v : (305)sn-1131 Asaocicit in, Inc. 4268 Westmad, Drive L OLD 15-OBS ) Y) 1 E O7n)/tT 2 3 DRASANG No I 1 • Qt.ID P` a4'LLLL . -�[e 0,055)ia West Palm Beach, FL 334D7 _�Li s/p� �1yGNp11 P i. RFA f. 690 G/f1ATC R A W BORAA Uc 1 0167 17-107 n.,... 6 9 PLAN 9 fAaNE ntv'OON — LOCKER FOR "T" LOCK CENTERMATE OUAUFIEO FOR USE W/ W BADE(I)ONLY 6063-T6 ALLOY AND TEMPER L9p Ds 2tr 9a' I76 I •1 ml a6ry' o �4 MALE " u LOCK C QUALIFIED FOR USE W/ HV BADE I ONLY 6063-T6 ALLOY AND TEMPER 3T 14D CENTERMATROD, OUALIBEO FOR USE W/ NY BADE 1 , 6O63-T6 ALLOY AND TEMPER ® LOCKING RODL QUALIFIED FOR USE W/ NY BLADE/v 6061-T6 ALLOY AND TEMPER )INSTALLATION WILL REQUIRE A 7116d / t i IDe'a �E& HV 3/8 6 16 _ ACETAII I HY CORNER 0 ALIFlED FOR USE I 6061-T6 ALLOY i • 566' HV FEMA "T" 0 K NTERMATE QUALIFIED FOR USE W/ NY GLADE (I 1ONLY 6063-T6 ALLOY AND TEMPER 3.tt1 I 1 2 i {_ EY --IZ a 33A3 H� FOR USE ?2. IN BADE i k Ig, fi063-T6 ALLOY 0 TEMPER cfM` M IH•A t37/ HV 1/4" 6—TO AISI �;Oq SERIES S.S. TH MB REWS Otuy1RE0 FOR USE Y(/ HY BADE n2011 nuECO, INC. IL ECOINQ. TIWT TESTING @ ENGINEERING COMPANY IF wss ux. sem. s4 su. xq "RFNA AoNeN. nMOP .ts �'AIX\ %one; (Ny5)6JI-t0]p, Po<:(b518)x-19f die-�'Oells ,tYT 1 RµTFA A i6LT Je. PE. ,.c noIXrtu. uc. I uts2 .••PAM[0� 15uv. —rvC U22 �y. 1 Nws.c fxW[1 316` . fMSS t1w0iN .BIBS L"MpA k N., (dPOu (UIXWL +MRO) F RO) i ® V LOCK ® HV EGRESS LOCK '. 1.6>1`I OUALIFlED�OR WJ tN QUAUFIED(FrOR USE W/ HY ONLY_ -.159' D.O. IIIADE {1}h Ej ONLY. SIB' n SCR r MEN RAEIWC 1/4"p-20 ' BEFORE RN DNG x 3/4" THUMBSCREW 1/4"0-20 RIVNUT* -. "6EPIu 0"' Moue (2mK-n A Ot)'x' , ' No, .u.' "a LIEERT. PART 10820, AS MNIUGACNRac 9Y AWEL C'-NY TDIOW.. WPIPEN/. NEk.'a,OLY omcS AN Dooh- ® HV "T" LOCK HY ALTERNATIVE LOCK OVAUFlEQ FrO:R. USE OUAL(FIED FO$ VSE tY RV W/HV BLADE CI ONLY. BLADE I ONLY. 7M 'm ^ ro1 � 0976- Na. " 0"a 0 L) `'^ n+uM6ronry O CNN'nR - Ofl KET I.SI 14�1 LYLIrvD<7i HLOCK Ll6" Maa. of REGENT NAROWARE MORTISE KS SERIES 2133 No,�p,�K 0CLT LOCK. '- QUALIFIED FOR USE WJ NY BLADE, & CA FLONA BUILDING CODE (Non Vel 16 h ocity Hurrfcwne Pr2012 EASTERN METAL SUPPLY. INC. A.S.S.A. American Shutter Systems Association, Inc. 4268 Westrcuds Drive West Palm Beach. FL 33407 Accordion Shutter System RV. BLADE qi W/ OR W/O KV. WINDOW RACE AWING No 17-107 SHUTTER ASSEMBLY SCHEDULE FOR HV M HV 01 HV BLADE 1 ® HV BLADE to -HV ® LONG RECESSED NYLON BUSHING 3® HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER ® HV VIHEEL CARRIAGE AV 302-303 SERIES 0.870"x3/16" THICK NYLON WHEEL. D.188"O AISI 302 SERIES S.S. RP&7S © HV 1 1/4' ACCORDION PIN W1 88 HEAD ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD ®4 POLYCARBONATE IMPACT RESISTANT HV WINDOW EXTERIOR iUIREMENTS AI EXTERIOR BLADE KNIAG101 FOR (1) HV PIN @ SHALL ALWAYS BE USED AT ALL EXTERIOR �- 3® 711. BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR ` HV ® BLADE. TYPICAL SHUTTER ASSEMBLY rc .i (2) HV PIN (9 MAY BE USED IN LIEU Of E) AND ONLY AT EXTERIOR HOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVQ so.32.- BLADE WHEN CORRESPON0114G TO INSTALLATION 'IT"• SHEET 7, P0 (3) HV PIN © OR 1/2" O.D. 1/16" THICK 5.5. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 'a> SHEET W FEEL CARRIAGE DETAIL x (D OR 0 R � EXTERIOR W1 PIN Q OR © AT E% ER'OR sum's Kflucxu.-\ (SEE NOTE s FOR RECUIREUERIS) t: F.I , A EMBLY JAYOUT IM2V POLYCAR80NATE SOURCES FOR 44 aOgICIB[ R9Ai mxx w'Nnl¢s srx[ww Rvasva "�1zav Ga...x ara�:Al; Sc[Gnt �vvm Y@8YT4: KN DM 69U 0� � 4GGJ 6/vi PA[ 94D IRNIa1N VNI WM G.ND G... 9.•M Gw F. ncvw s+wcrx.r +mn Snlx Drw :zxa w.: uwD P.x l .l[RRLL YmxDS WPlII' /SN DJH aW.bYJ P.al Y5.YlJ P+i. 'cm ¢MDD .sw ws. w z5_gAn IT rt-aF SxGN DpSm �� DSaw Iu z [G.a z wII arz ar Rvcxwc ems c-1 aAss c-1 ..< s0+ clmw asix Dron IGD r aeo r liew�s rs+M Dls> m•.0 UGvm: ummm[xx. Am wa awz P.1 e[.D ..• m¢u s'mss eaoxE xslntcc .vm eJn awl G•: eu5 P++ `. ENS" • 1?5 C2017 JILTECO, NO. 1�C p A.S.S.A� ATOEICOD Shutter Systems A980010ROD. IRO. 4268 WOO...... Ddve West Palm BOOCh. FL. 33407 "L7 CLSIERN METAL SUPPLY. INC. 1RT H TM Accordion Shutter System H.Y. BLADE #1 W/ OR W/0 HV. WINDOW BLADE pr`•. lnamP: •;.4, z� TILUT TESTING A ENGINEERING COMPANY ms vw. 3em at. 5u. im xRsnu s�w�. noRO.z 91 Pnom : V..)ml-1530 . ro.:. (3a518)I-w, �lpl., a"` WGLTER A NWi :c 01 I10''0.t uC. P 1i61 [v, x D[stRlPWox DATE 0— RY: . IC 1 OLD U-C85 T/D/L DATE: 0112)lA v LS ............ V • L 4•; o"A P.E. SEAL/SIGNATURE/DATE x s DRAW-/ING No / —t 07 1 ' SHEET 1F, III1E1p�11 'JTO 1y Jul` � Wu I'�I IIII � I i • m' �' �w �' RmJw�;j • 0� w 8�}�p'�)w�. �lw 191^Q��S w�t• TYPICAL (1') HV BLADE SHUTTER ELEVATION N.T.S. 1. LAtlOATOBY CONODION /1: ONE HV LOCK cr SMALL BE USED AT 1/2 OF SHUT SPAN FOR ANY SPAN OR 12' ABOVE OR a 0W 2 OF SNUIIER SPAY FOR SPANS UP TO 105'. AND FOR INSTFL�.TIONS AT ANY ELEVAiWN. HY LOCK ar S MAY BE USED AS NJ INSIDE OR OUTSM LOCK, ATTACHED TI tia! OR ,ENIERWTCS W/(2) 1/4'P-20 a 1/2' LONG MT HEAD SS. M.S. LOGATION OF LOCK SHALL, BE AS INDICATED -OR 2. OPTIONAL CONDOION 11• IF DE R FOR SECURITY PURPOSES. UP TO TWO HY �-1 LOCKS OR GO JAAY BE USER AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERWTES OR / LOCATION L BE AS INDICATED ON MKM —.11ER ELEVATION. �F V /4 IS uSEO W/1WO {{.ytvvreT• LOLKWD R005 ARE NOi REQUIRED AT URRICANE PORTION, BUT MAY BE USED IF OE51WE TO ENNANCE SHUTTER PERFO MANGE. LOCKING RODS � OR AN ALTERNATWE DEVICE / MAY ALSO BE USED AT STACKING POSOION (NON HURRICANE PO ITION). AND INSTALA1 1% AT 'ONE HV LOCK 6 SMALL BE USED AT CORNER ANY SPAN S M S OR NIL LOCN, ATTACHED TO 13 CORNER BE USED. LOCATION OF 0-20 x I/2' LONG nAT HERO 5.5. N.S LINO LER EU RODB Q AT TOP A HUTTOMER SHALL OE USED. ETERINOf LOCK SHALL L M ION ON HE T 12. SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SNAIL BE DETERMINED AS PER SCHEDULES BROWN ON SHEET 12: K 5. Oy`3 • ONE ALTERNATE AV LOCK p6 NAY BE USED IN UEU Of HV IOCN Pr Q$ fOR ANY SPAN M10 3i INSTALLATIONS AT ANY ELEVATION. AL WTE LOCK MAY BE USED AS AN NSIOE"OR OUTSIDE LOCK. ATTACHMENT i OF T/Po-20x3/4' S.S. THUMBSCREW TO Q' OR CENTENAATES SHALL BE MADE W/ 1/4'0-20x3/4' ALUN. Berge RRNUT AS SHOWN ON SECTION NVE, SHEET 8. ONPLOCK SNAIL BE USED AT 1/2 OF SHUTTER SPAN OR TWO C LCCKS AT 1/3 OF SHUTTER SPAN: 6. M.w_ RTORY mxdnoN I; FOR KCKTDKF M(•. 0.= IanC•ro ONE HV LOCK ¢�} Pr or ('� SHOLI BE USED AT 1/2 Of SHUTTER SPAN FOR AM' SPAN OR 12' ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO Be'. ANO FOR IIpTALIATIONS AT ANY ELEVATION. FW LOCK 0 ar 0 w 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ARACHED TO 0 or ® SYMMETRICAL CETIMMATES W/ (2) 1/4'-2O A 1/2' LONG FLAT HEAD SS, M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS ! W/ OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY OF CORNER "NOTES ON 14V "T" LOCKS AND CENTERMATE2• CENTERMATE 1. ONE ALTERNATE YO/ T LOCK NAY BE INSTNIED RJ UEU OF RV LOCKS Q(� DR Q$ i0R A10' SPAN INOAwn I' ALIATION AT ANY ELEVATION, pLi MATE LOCH Qd Y BE USED AS AN INSIDE bR OUTSIDE LOCK. ATTACHMENT OF LOCK 45- INCLUDES USING cR�VNFORCWC LOCKER •. AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CENTERWTES KP AND W/ 1/4'0-20 „ 1 1/2' LONG SS. THREADED BOLT W/ 7/8'0 X 3/32' WINCNUT OR W/ 1/4-0-20XI' S.S.MS. INTO A 1/4'Ox 5/W RNNUL_LOCK MAY BE INSTALLED AT M109PM OR 12' MAXIMUM ABOVE AND BELOW MIDSPM, USE OF TWO LOCKING RODS e�. TOP AND BOTOM IS uANDATORY. "NOTES ON HD LOCKS & CENTF_RMATES: I. ND LOCK rL W/ NO fFMRRMATES 31 0.R'+T A[+4 � ONE ALTERNATE HD LOCK(9 WME USED IN um OF iW LOCKS Y2,f M �E� FOR MT SPAR ANO OJVJAUATIONS AT ANY DFMRON. ALTERNATE NO LOCK g MAY BE USED AS AN INSIDE OR OUTSIDE LOCK ATTACHMENT OF NO LOCK 6 TO @ IS W/ 3 /s x 3/9' F.H. S.S.M.S. AND INCLUDES REINFORCEMENT INSERT # AS SHOWN ON SECTIONS HOB-HVB AND NDC-HNC. SHEET 10. LOCK MAY BE IHSTA4ED AT MIMPAN OR 12' MAXIMUM BELOW OR ABOVE MXSFANT USE OF tocKNO ROM 15 Is COMPLETELY OPTIONAL. `11 �T......... ,1CFNS" V9L ;' • /��.. �, rQ''Y� .2017 OLTECO, WC, �L TILLIT TESTING A ENGINEERING COMPANY uv un, vw sr. m..rw. xeau fwscui ncaw xu (3Ds)57 0-I4at12 sO"` IL&M A JULY 1,, PE. M1eACA UN- F 44167 A.a7■S■A■ American Shutter stems A990CiORODr Inc. 4268 West,._Drive West Palm Reach, FL 334— 02017 EASTERN METAL SUPPLY. O'K, -- Accordion Shutter System KV. aA m q1 w OR w/o Kv. wNDw BLADE EY. „ o<:<RW1KN D.MBo «, 1 OLD 15-095 if )/2]/I DA10 07/Z)1t] Y� • „-,.•••.%' ANAL EN o r crn7'7"NVe°iuer l— 2 3 DRAWING No 17-167 ,,, .•-� • 1, COM1'tREIE .V:LNORS ._ -- (GEE SCHEDULE ON SHEE] 13) U18 fP9 ONE (SEE .11n 4@Ony 11l 12 wC4 1' Ni.. IHb-2Da3/4' Ss. SO E MANKE SCREWS --- USING 1/4'-20 NUTS E. R• f.zso- Mat I L— OPTIONAL l W( S)F1411(X � 00/E IaL ye ...,•.,.... 1Wi rwRml Oub i a sea a " 11 I OR I \ A; HV WA H •AD ANY INSfiL1ATi 1 cws-� R IN TA 6TION_ --- i3 HV WALL HEADER INSTALLATION B� HV WA HEADER INSTALLATION + KEYSTONE •--- -- �" SaAara1 f0 arL C� 1 ,-1� ,•^�a �'ff�� Z'..JQR v� 1 t ! MIN. GM+ARAh(RI TO GLASS ScHEOULE ON $Nsu 11) EXISTING I ` gM[p Nw. SEPMUhON TO CUSS l� `(SEE SCIfEWU ON S M II) 9ItlEQ16 QI� JyII }' EICSRNG OPhONM. CUSS—' 1/A• E0.• f L,.--.E. , Ile uR.. t 1 ;/'GihDNtl Mar. y. I r. O.• I I EA• > ---- ' B LC 1 ED 1 /z L! 13 1 ) ) Lam.. 120Rfii - E 60-fi��'LUPS t/••P_xD.1/C S.& 1PU5G NFID , 7 + 1/•b-x0.3/P S.S. PHtWDS tONCREiE ANCHORS 17 EP76 ' 1 MM)ONE SCRENS USING 1/4--20 NM D CD)icflEfE ANCHORS L-(SEE yr IRUSG HIM MACHINE SEREIVS (SEE %1!✓<Rm SCHEW ON SHEET 13) 1. 1 Nirt IR- O.C. SGNEOULE. DN POURED CONCRCIE-*' SNEEI 13) W/ 1/1'-20 NOS 0 12' O.C. FETE BLOCK IUIRED 1 SCHEDULLE�M OR CONCRETE CLM RECKONED HV WALL SILL INSTALLATION (SEE PED CONCRETE SHEET 1.) OF HV WALL SILL INSTALLATION OR CONCRETE CLOCK WALL REOUNED HV WA SILL INSTALLATION XET"NODN IICsLW':INSTALLATION i1LLET A FOR TYPIGL g1Ui1rR a G 0.. WGE USLWC[ DETAILS W/ TING $EC]10t5 GN BE COMDwFD AT tO SUIT (SEE SPECUIGTIUNG ON SHFLT IS J • CEIAOEE IIIa w Ns Is FOR ` 1) HV BLADE @. n 1I' P ! 'S.- _ FLORIDA BUILDING CODE Ron High Velocity Hurricane 2oRe AA1 "•\CEN ✓ 020t] iLLl[C0. wC. I 201] EASTERN METAL SUPPLY, INC. ` � S6` Q ,N R H IN, a A■S■S■A■ Accordion Shutter System IL�E O- Y FLY. BADE #I W/ OR W/0 HY. YAN%hV r:rnE Q TILLIT TESTING A ENGINEERING COMPANY American $bMMBE $y979m9 EY. x o[salmox oArz eRnnx er: :.c. n F^`••. LDRIDP:'��k, AI nm1 Ne a.. s1, xi. znz MMzw a&cws. FERRI m1 Association, Inc. I OLD IS-L ]/2]/I G]E: OT/z]/n •`1� ` '•. —pT Plwn.: (w a)m1-1Gw . r..: (M)an-In' 4268 VVestroads Crive 2 ES Co West Palm Beach, FL 33407 1 DRAWING No o JQNALE� FB-Gxm1a 17-107 N/../��/ffe/••,� N/J.TEYI A I,. 1 Jr. 'Co PC [CA1 /GCAMTI Ibc /nni[ RORAtr1M. r Uf0] 3 cuccr c�(sEE SC UUE ov sNEM 13) ' m"`a,s W. I oxca[ii I 1 DR �* ' ONCRETE m1 EOSRNG —r—. ME OF 9A, ,e id•� DV55--� a�E' `Ua foaEpT, Gl1 j E. n• ♦a EKISI _' N!b¢e lH . '•"' �uta" s Nan 111 ;,� - 'i i �� ( i L�II�IgN 11 i' � 1 EnS1WC i i . i II0e3/a• xbf w R HELD --- I 3/6 IeC TER SCREWS O 12. O.C. • ii i 31 lax COMMENT ANCHORS EDGE OF Chi(YE SCH D E WI WET 13) E Eo RIGa E E%ISM = AGE tt— EDGE OF 3Oy9aro, AFPnDAD&E DOE0.. (L �ff z• "• 'SEASSASEFNUOC Po =G 0.• POURED APPNCAS� C, . 0.• MT HEAD WNCRETE ANCHORS Mi HFX1 CON 1 0 yy�CONONUTE - R Am REC qED E ISM SCHEDU Ox SHEET 1♦) R.eEm.Q ' GME ANCHORS H PFOUINm E 0.• E. O.•—J 1 (SEE 5t3Mp,'LE ON SMEI 1♦) \ 11�o ONLY FOR Ur No TAo L75IObL PPSF X .D. C,Cv HV CEILING INSTALLATIONQ HV FLOOR INSTALI eTION t ' BY —WALK —OVER INSTAL I ATION DESIGN PRESSURE M 11 A FOR SPANS PER SCHEDULE /], SHEET 11 O1 CONCRETE A CHOn , (SEE SCHEDU ON-7 W aMbn[a FaI5iP5 = EnSiWC ' 91EEI 05) / 1/!O IM aaP$v TKNVH »/ vaa rN GU55 �' —' EuSTwG Adwxm nurrAnae GD GI.bS J ffiau4. ro a4eON femu a uav ,V , GI.tTS— r 1[O.tlWc� —Qr/♦V Kafm t ♦' I I i _ ArDuns V W1ARI. uKwla »/ I / (J ' Oe Q OR m a•-D• OER .H a•-O' ry ra e'-o• UAR NE0 — e J WK CAS 0, 9 3 9R Q Y I' SFASKER HED L '0.• { 9Q[i „ COR 1Artwl� ] D ,/2' // TEK SUM � / cf1rt. 54'wrt uA%. I1a,3/♦• MIX NFADJ; 1 38 1 Vra b 1=• O.O TEA SCREWS 0 9. O.C. ' ri • 113/6• j i® , OR 1/♦b-2D ss us. ' CONCRETE ANCNGAS / �_ _ 6 .O L �/ I1.e3/♦- s.a.s. __ I ; N/ NOT O 9. O.A (SEE SCNEPRE ON rn 1$ i - D S, 0. C. " a• 'i VSeY %li4V xV15 I r SHEET 1♦) �. J` • I1/2 ___ _ �: .. a IY 0.4 17 as 18 1/2•i.:_1• �aTsrll em SPRATUR4 _ EOGE OF2.00' lalN wy1 tqw ("awU.E T t T/D} 1 ]/D APPpSCABLE % ' , ` \ lua3/a' Ex.. S.D.S MR1 . E.D. sIW CONCRETE ANCHORS SfE NOTE U(D) \` 0 9' O.C. _PoNRCO GOxtNCb — ✓ POURED CCbR (SEE SCHmIR£ QY oN SHEET 1 DC � SEE HOLE I3(e) R[W.R(O E.D. 4R cOKRM Cox SMCE[ 1aj PoVREO CWICRETE Ci SHEET I I• REWIRED OR CONCRETE OCDCK tarou O RECGiRm Ci KEYSTONE MOUNTIN INaTAI I AT10N RMIREo O HV WALL WALK -OVER INSTALLATION ATION N A• � IFa•E�sS,Nr. w.: n o.e V I GU L 0 t 1= • t THIS WSTAU ml SHNA DE • E. D.. EOGE DSTAxtC RZUAOL1C�Smi'ETO AN OPERIM EF7 ♦ SEE UNRTAIR)n OF USE FOR '- SEE SNEET a FOR TMCA1. SPUTTER (SEE SPfCOK•gbu5 C, sNvM 13) OR ENHANCE BME (3 ON SHEET 19 INSTALLATION DETAILS W/ t1� HV BLADE AssEUDtr 2- Raurmxc SECTIaYs cw eE rnND.Nm _ w ANY wAY ro sulr ANr msr42Ano4 e 1Aj2 �p A j " RDfUDA BOINING CODE Non High Velocity Hurricane Zone' d .:"L1CFps�:•. •✓9; Na9n mTECC. I4C ®2ov E qft UETAt $ PPLr.;C. A.S. S.A. BE T Tra *; 1(� ECpO� Accordion Shutter System " •� HV. HPDE Qt W/ OR W/0 HV. WIN DOM MADE 90';• .O� American Shutter Systems TIWT TESTING A ENGINEERING COMPANY . x 1xsc9vnox �. ' T 1iwrt 0.ux" IN EL no., A : 4/ 1a •,.. "•. 3aa s. su >c1 wNefJ wlmas, nmm vm Association, Inc. I OLD 15-M ]/I>/1 .7OJ/2r/1] 4268 Westroads Drive a s�ONAL ENG�rH''' M- i9 West Palm Beach. FL 33407 DRAW I NG No • q• M .4TCR A R o. Re. ♦ ' / —107 Dr IrU /cnrnun me /nnTr ttoea, DD.I 1.16] _ 1 E�E�� .«KwG Roes Q . Nv we6z © . $LING 4Uz5 INSTALLATIONS W/ 1 HV BLADE W HV CENTERMATES **w =„ @wECD ` 22) OR $ ND WA ONN r`nn w I alsrlNc GLASS DETAILS ON 6HEETS 10 & ----------------------- L------------------- T1 S U I �� ^' (2.'', 35 * IN * 3 _ I I " \ — — — — —---- ----- T— �* 1 — 3 ©w®w©. �w©w1G •®w L J ---- OUT ®. HVA HVB HVC ©•O •©w©•O,®.�I t w®w w© 10 •@w ra15rINC cuss �PoUR-nE &WOCK(vNl ® O°'�'®m®•®wI - — — — — — ____ 10•Ow_©_•ILJ'- _ / EOJ'HD wss 8 9 a w l S , arsmt �'/ SYMM 6 7 w 6 7 `^ SEP RON t� j— Il. �� C NTERMATES IN �'©Z> �•® \ ,\y � TO GLASS —t —C— a®—® J OA5 6,� W/ HV LOCK 6* 1 eP1P © �w©. �wO•®w (SFF SLNEOUE 5 NeY. SEPIAAnON ®y �* v 1 M=ORJ O'©w Q•®w�•� ON 5NEEi 11) 0 CMEO (sEF zCNEOuIF I N OPnoN4 3 w © .., ON SHEET %I) tINmoon) I -----_ ----_.—--_—_—_—._ r OUT 1 , `FoucRETE -- * -o- o- I /J1CIfi 0® S 3 VARIES 3 —\ SUCR ouT (7+,,..... HVE HVF** FLORIDA BUILDING CODE Non High Velocity Hurricane Zone V , • ,,.•• 0=17 ( TEW. Y.'L. 0 '1017 EASTERN META SUPnY. Inc. IL ECO,■�. A S S A Accordion Shutter S stem ■ ■ ■ ■ HV. BADE ®1 W/ 1A W/0 NV. WNMW BLADE F� ; TILUT TESTING & ENGINEERING COMPANY American 5huMer Systems v, a<6cNPrwR 6Rn], �,. 1C • .......... � 6R, .5 01, . 6.. P..:m• xr.-,u ox6ERi nww .un AOSocIG}IDn, Inc. 1 OLD 15-085 'gym : (w5)."-14sG . Fc.: (w5)67t-IeID 4268 Vfeslrocds Drive /n/1 wm m/]7/n >SION S' ,11t .-In �°O�lm,o < West PPlrn BeochPA., FL 33407 DRAWING No r Ilr•r e:94 (:c NI6] 17-107 P.E. SFAL�SICPATURE/DATE ns SHEEi 6 8 OF 20 ALTERNATE " " LOC 0 M&E/FEMALE "T"-L=S CENTERMATES 8 9 & LOCKERS g, / Q) HV BLADE SFF ENO C MECTION 0 dUt ON SHEM to A IS EVM (OSIMY IXLM mi. n15UiFD W SVFp e. a®"Ooab�0 •®c" 4' xR. AS YNMY54 RM.&C 91.C[m0[ixU MO-:M . 6 ] e I :rm:grta w nes Exttt wr az us[n wm, n:s .amvw � �Io •6�a6iE•6�.5iI.S9. rzmuu x w«x m, Ex # SEE xmE 6 roR x/ toGf ]� , T LO"W[, ox snEa a t NSITY ew uu:ww (zax-a ALox utt[ rTwxx nw sxm xusEm. PM !ono. M uuvrMiwEA a..wn exam oxm PMsasan. xtw �[xs[Y OAN ox [arL ________________._______...__ WHV "T" IN 3 LOCK (INSIDE) i .......... 2 2 U S.O a820z iWSSNMU1/"-1/2". 7W/D x3WING NUT. "T" LOCK (OUTSIDE) _ _ _ St.13x , n M17 YLUM. M. ILTE C TIWT TESTING & ENGINEERING COMPANY 6?S! xM1. DEN. h.. UL z.. IWi::fi Ct ' r M Pnwe : Wos)en-ib . re.: pvs}me-un B- PLUT YW.RR A TJr. P.L. RONIw Uc. f 44167 L _ E ,� E 1 u c t_. [ �vonx3 HDB_HVB OUT tcPMrwl HDC HVC SYMMETRICAL NO CENT RMAT c YMMETRICA HD T R� MATS W/ � 0 X f XT RIOR� WfO_�LOCK (INTERIORI A,&&A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Bench, FL 33407 s¢ :wm cx ianm smssp a w� was w swY. s ux+Yxsu wms euuO urM �ro-ron n wn mx w axmwm oarvxs xnx r� v0 w ZUv LASTEFN MUX SUPPLY, MC, B 7'RA—H- TM Accordion Shutter System HV. BLADE gi W/ OR W/0 HV, NND W BLADE [v, x 06CRIPile� wrc 2 4/J^M L Lc. OLD IS-a85 Mm E o/2]/q o DRAWING No 17-107 POURED CONCRETE OR ""'POURED ODNCRETE POURED CONCRETE -- �pOURED CONCRETE I — NCRETE COBLOCK WALL OR CONCRETE OR CONCRETE _ _ .1 on CONCRETE REOUIRED BLOCK 1'MLL PEGUIREG BLOCK WALL REWIRED BLOCK WALL RIGUI • • \ /—EOSTWG GLASS P E%IS1WG WP85 CONCRETE M40104— L C 16' OE. �TDISTMG GLASS .!-� — -' r[ by 2" MIN. /FXISFNG GU55 �) � 2' MIN. 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BLAOS®&® V ___ O.C. r_ _ 1 2`I MM. 1 - - I __ OP I ��--cn Mom_ ---t 4 __ 2MIN. 6 Go on ' 2• MIN. • SCE NArtgRONs OF USE FOR ������/ y 5 - EWE (DON SXEET 19 ©OR®OR�oR i®OR T© VIEW Y 1I f °R ®' PLAN \ \ POUREE CONCRETE OR I OR ®• ; w®w©.Oj « ®-©• ]O- BO-9'®- '�'� CONCRETE BLOCK WALL \ nj] 1131 ,ce� 0 I�p®w�.®.,©.®a ND S LL�T10 PEWIR[0 lY•®«Qjj'Y.Y'"' q,y« Al N HV BLADE OR HV WINDOW BLADE INTO © ®•®•®O 0'0-0'�" CONCRETE OR CONCRETE BLOCK WALL END CONNECTION DETAIL Q Q•®.®•®a •®a®, .pUW nnuNECTION D T BO•®-0-0w®•®•®•® E AIL © FLORIDA BUILDING CODE Non High Velocity Hurricane Zone' 5 - 0201] 14rzC 02017 EASTERN MET& SUPPLY, INC. T,. Accordion Shutter System > ? IL E C O a s s a * � INC. ■ ■ ■ ■ HV. &6DE #1 W/ di W/0 H.Y. VAMDNyBApE TILLIT TESTING & ENGINEERING COMPANY American Sheller Systems [v, x IIISCRrypN, oAR pR,px 6n ��'. IauL 5t, I. Its., ,eI b: Association, Inc. , OLG 15-085 7/2]jt NX 07/27/17 Fm- : 005)1171-1620,. Fa.: (SOa)m1-1:J1 4268 Westmads Drive 9 6 DRAWING No IT -wwc West Polo, Beach, I 334D7 00057'a.�m B- man9 gN1CR A TLUT 41. RC. 1 7 _ 107 A .x ROfW U. / A.W a _...._ AIMUM SHMI ILK SPAN- -L+ OR 'L-' ). FOR INSTALLATIONS W/ MARINUM SHUTTER SPAN4 'L-' ,ENTERMATES ® & ®Or OR (fL) FOR ONE H.V. LOCK ® or ® or Or LOCK ® W/ NO INSTALLATIONS W/ & LOCKING ROOSS cr CENTERMA15 280 29 W/ ONE ONE HV LOCK OF W/ NO LOCKI C RODS le'T' LOCK 30 W/TWO LO®NC (SEE NOTES t, ft) Aso emw FAlswu vA1 uourlTwc fMa-1 ROOR/CFNAC YWIDL4C 'L+' I 1� Mt�) I R0.W/CLLNL MMRINC SCHEOULF 43 MAXIMUM SHUTTER SPAN* -L+' ft -L-- (ft.) INSTALLATIONS W & W/ ONE HV LOCKS OR W/ NO LOCKING ODS (VAUD FOR MOUNtTWG Qt SHEET 7) CG CRFE A{A CCiA YISLLLUIION$ wiSaW[ RL°P/epWpIRJ11R\p 0.0 OR I. AR�) IIWf1iJIG Lt (I W Jo Is•-o• I I6*-°- 35 IS'-r 1I6'-10' 40 14'-2" 45 ,]'-4' S0 Q•-J I3'-1 55 .-I' n•-R- 60 J6-2' 70 -9' 9-¢' 75 RETE &IYDOD SORYWALLC,O,E,M, 061 N. O, P, p, MOUNTIN a.L BOOR/CF]I, MOUNTIN 11, J T, U, W & X O MAXIMUM SHUTTER 54NN -L.- UR L-. ' FOR IHStk1A710NS INTO WOOD SH BE LIMITED TO 1M PST. ASA. DESIGN PPESSVRE RATING. Y HY CORNER CINfERYATE /3 AY ME USED AT ALL MOUNTING MSTALUTKINS. LOCKING SPECIFICATIONS SINLI. BE AS INTIMATED ON MANDATORY CONDITION /2 NOTE 95. SHEET 5. tt EXOPT TIAT I=uw SNUrtER 6PNI 'L+" OR 7- AND MAUMM4 Asa DESKS PRESSURE RATING FOR LVSiALI rus INFO CCNCREIE OR CON(;REIE ED SNAIL SE UNITED AS FCg m I- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64, 72 p,s.t AND S'-O' SPAN, SEE MOUNTING QON SHEET 7, SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 )" 4•_If• / N 175 W-7' 4=9' 6'-V V-0' 175 6'-T 4'-9' 180 1 6•-6' 4''-66'-6' -10'" 188-54'-6- 6'—)5'-6" 1II9B800S s6s''---¢1 4¢'•'--_s6B'' HV B LA D E 190 6-A 4-5• 65,_6 P.E. NSF•.,✓SJ i °20.7 mum. tYC. TILUT TESTING & ENGINEERING COMPANY ANN eJv ne. JeA. (x5bn ) ss.-15@m vJlPrw rams Row A ra.: fy5b71-ISJI . wJJJLR A iw !c Pc 0E4uac mATc RORM Mo F 1,67 A.S.S.A. American Shutter Systems Association, I. 4268 Weslro0es Drive West Palm Seem. FL 33407 (1) L+: MAXIMUM ALOWWABLE SPAN FOR A GIVEN POSITIVE AS.O DESIGN PRESSURE RATING. L MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE AS,D, DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAMMUTA SPAN FOR MALL MOUNTINGS (TOP/BOTTOM) OR FLooR/COUNG: GNEN A POSEWE AS.D. DESIGN PRESSURE RanNO, DETERMINE MAMIJUN SPAN •Li FROM SCHEDULE CM1 R A NECATNE ASO. DESIGN PRESSURE RATING, DETERMINE MAIIMUM SPAN 'L-' FROM SCHEDULE. FINAL MAYIMUV ALLOWABLE SPAN IS EGUM. TO THE 1rtNIMUM 0ETERMINED SPAN BETWEEN %i AND 'L-', (3) PROCEDURE TO DETERMINE M UJUM SPAN FOR CCM&NATIONS IN BflWEEN VMLL MOLWTWGS W/ FLOOR/CEILING MOUNTNGS: FOR A GNEN POETTNE AS.D. OESIGN PRESSURE RATING, DETERMINE: L I+. MAX, SPAN FOR WALL MOUNTING INST&LATIONS. U+- VAX. SPAN FOR PLwR/CvUNO MOUNTING INSTALLATIONS. FOR A OWN NEGATIVE &So. DESIGN PRESSURE RATING: DETERMINE: U-- MAX. SPAN FOR WAL MOUNTING INSTAL.IWNS. U-- MAX, SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EOUN. TO THE MINIMUM BETWEEN 'L,*. 'U.'. %,- AND -U (4) GO TO ANCHOR SCHEDULE 1'17H FINIAL MAMMUM ALLOWABLE SPAN AND NEGJT - S.D. DESIGN PRESSURE RATING TO OETEnIJLNE MAXIMUM ANCHOR SPACING. 02017 EASTERN ERTMEAL SUPRv. T,, Accordion Shutter Systei H.V. W/ OR W/0 HV. W1MON H,ADE Y��aC5L9R1a11 DATL aAAIIN 6r: NfL'Ye"t aAAAN fir: Inxv. OLD 15—M T/27)1 DATE W/2)/1' � DRAWING No 17-107 �w 00 vppC 79pp0 vopo ® WALL HF M MWMOIG d0 C3 ODC •+Flp mmm0000� Omlpmmm000O� �apmCl mmODOmEe 8mm �u�o omo mm • EiPue e9io63EM mmv,u�upo R�oO��o n pmmmooppa ®O�Ommm 0®vOOm®mOOOY�C OpppmmmOOOppmmOppppp upop po oo�mImn ppppm�mpopppMM opppa mmmOmmmMo�ppoppOotommmmmO0m0mEMMA mpppp0pp®p�mmmopopppo�p �mmm©ppppppMpm0 Irom0p00p0pppp pop0p �noao MORE ut Im"aw opepe I M13 vpppto o©ppo aoeoe O®®pppO �pppC� Eg o op po apppo v0p00 ..5 95 ♦ - - -0 5 - - e i ].5 ♦A - 53 - e- 5 ] - - ss e e e a MT�PER+ R EDGYET * SEE ANCHOR SPECIFICATIONS ON SHEET 10 •SEE ❑uiiATIONS OF USE FOR BLADE to ON SHEET 19 4l pppmmmppp pmmmpptOppB�Immmpppti • OppppppppoopooOpppO�7opppppOppOIrmo �EE]�mOe�OO�Q�p OO®®ppOp ODOO®m0O peOep O HV BLADE •WINDOW • OHV BLADE v�55Egm oppo'i�o��®®oepiv�o9��i�o�otvoippo��®ovo BLADE QppOp mmppppppmmppppppefl0ppppppppmppmppO vOOOOommp00OOOmmOOVOOOmO0v000O0000pppp vpppp00mpppppOmmpppppO�Opppp000mppp00ppOm©Opppp ippppppppppppmmpppppppp �p�pmQpppOmmO�m�mppCpp�pppppp0p�E000p�lD®�pm�Cl 0ppmpppppppppp WORKING Om11:111 111111 00�0Opp0Op10pO��00000 �O�®Ompppp ppppOS5p SS _ I _ _ _ _ _ 5 FLORIDA BUILDING CON (Non HiQh Velocity Hurricane }; * \\ 15 SATE 02017 MTM. wC TIMTp-- A.S.S.A. American Sh Mt}er Systems Association, Inc. 4268 Weslrocds Drive West Palm Beach, FL 35407 02017 CISTERN uU4 51)PRY, INC BERTN/1�IVTI; Accordion Shutter Sysb ITV. 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ANCHORS SOACNG 1[CFWO TMCON OR TMCON W1111 ADVH]CED TNAMM) 4 TECIRAILOGY ALL POUOS SOLID -SET BLUE W w/ CM TMPER. • `8 WTFTI$ V U5[ Nw &Aa[ �tj' a seELT IN I. ANCHORS TO SUBSnUIE SHH.L BE AS FOLLGWS: N) TO GO MG INNOM C0.YatETE (Mat rc - 3 b) TAPCON OR TAPCON MTM A M= IIIf6NiCRe1 iECR]f01ALl µCN0R5. AS WNUFACTURED BY U.N. BOOM (Yin. 1'.. 3 tR) - 1/4 0 a 3/4' ALL POVns S0M-SE7` ANCHORS, AS DEDRIBUIEO BY NL MERS SM,. BOLT & SPECYLTV CONPANY. (]fin. fe - 3 tU) - 1/4.0 BLUE TO CONCRETE ANCHORS W/ CM AS WNUFAaURED W nomm FASTENERS ORECT, M0. (Mm. rc - x bQ - 1/4'. TMPER. HONORS AS UMUFACIURED BY POWERS FASTENERS, WC, AND DeMeBTEO BY ALL PaxTS SCREW, BOLT & SPECULTY COMPANY OR µY DINER AOPROVFD LCENSEO OR MRXOIRTED NEN'DOR REGISTERED RIM ME AMERCM SHUREIt STSTEI6 msoCYMMT. MC (Yin. 1'c - 3 Ln) NOTES A1) MMWU]x EYBEDLOIIT WO MRM CONCRETE OF WCON OR TVCON WIN AMM'CFD THRUBFONM TECHNOLOGY ANCHORS AND TMPER• MMORS I 1 3/4, AND Fat BLUE TM w/ W MENU, 5 1 1/2'. Ax) WNTU M EYBEOMGLT OF 1/4'0 . 3/4' AL. POIMS =D-SET � S BE )/B' INTO ME PWREO COWAVE NO ENBEBYENT MTO STUCCO ENALL BE PEMETTEO. 1/.-.-20 SS M4CHME SCREW USED SHALL BE 11/2' LONC 1aYNUY SN,U D SD]CCD awl AND I' u1N1YUV FOR WALLS MIR NO STUCCO. &)) M CASE MAT PRECAST BTM. PRIEM, Ca1C,wE PANELS, PAVERS OR ANY VENEER BE FOUND ON ME [YISIIHO WALL OR rt0p4, ANCN0R5 HALL BE DECO10 EaU NE YAN ETS CTIMSM E GENERD D -ALL FMBHES. ANCHORAGE B BE AS MVCHED ON NMFS 41)S& Ax) ABMLONG N . MR MSTALUDONS ON %W L SMNG OR EVE Ynill OR w1MDUT METAL SIDS CONSULT " MOmEM. Fat MSTMIADON INTO EBS WIN METAL STUDS SEE SHEET 20. (a) TO EASLE: CONCRETE BLOCF: (ASIY C-90) 1/4'0 LKaT OR TMWN WIM A Mrl , MRFMFORM ITCHNOVOW ANagRS, AS MMUrAcrUEW BY LT.w. BUILME, 1/4'a • ]/4' ALL P0MT5W SO -SET ANCHORS, M GORTUDERO DY ML POURS SCREW. Ga.T & SPECWLTY CGM". I /4'e BtUE TM CONCRETE AIICNORS W/ bP AT MUIUFACTURM BY FLOfiM FISTDRRS DROU. WC 1COVPMY OR MY "M MPRMD LICENSED OR AU]HOR20 VENOOR REGISTERED AY WITH INE MERIGN SHUTTER S MS ASSO Mil. NO. NOIES B.1) MMWa1 WG:N,ENT Iwo concEvE eLoc, OF rmcU. BWE W W/ W MENDRs mo TMPER. ANaR]IS a I T/4- Mo vvow W]M AWM'CED M-nFMFORY TEMNOuGCY mCNOR3 TUB 1. 0.2) MMNUM EMBEDMENT OF 1/4.0 • 3/4' ALL POETS WW-SEl ANCHORS SHALL BE ENTIRELY EMBEDDED MM ME CONCRETE BLOCH. NO ENGFOU[NT Iwo STUCCO SHALL BE PRWn)ED, 1/4' 0-20 $S. M4CNU!£ SCREW USED SHALL BE 1 1/G' MUD YINIMUY SNOUID STUCCO aw. AND 1' UIMNUM FOR WALLS wM, NO SPACED. HAT FNFVMT STORE. PRECAST CONCRETE PMEL,. P� B.]) A\ ORS T9 BE LEND ENOUGH TO REACH THE MAM STRUCTURE OMPID SM) W M 6 µpIRACE S . BE AS I]mCMD ON NOTES B.I) & "I ABM. MR NSTALUTWNS ON YMYL SM]G OR MRIM OR WOHOUT YELL& SMOG CDNSULT MSENCMEER FOR INSTAW ION INTO ElTS VRN NO& SIDS BEE SHEET )a (C) MCMDRS SHALL BE MMUUUM MUMONG ALL OF ME RECOUMENEUDONS M9 wECBIWIL]NS OF 111E N(4W0.9i MµU{'gC1URER. (0) SEE SCHEDULE GLLOw FOR L]CE MF Mir EDO aWAN F VFRS Ue en.I.1u/ M V AKN' OR SPACMGB ME Vµ10 FOR EODE DSLHY6 ala 700 GEE(W. FOR E. D. LESS DW11XE IxNCA)ED. REDUCE MON, SPMNG BF WULI PLTNO SPA G SHOWN ON SMUEDLO W ME MlU N*C TOMES. REDUCED VACINO OLITMHED MUG FACTOR GIMLL NOT BE 'M MU' MINIMUM EPACMD M WED FOR M. ANMWR 11 ACIIYL FACTOR EDGE TAPCON TAPCOW WITH A MCFD THREAGPDRU TECHNOLOG/ ALL POUT SOLO SET BLUE TAP M/ CJP WPM DETAN'CE ED. W1 SPACMG - 3' Wx. BPM - 3' MM SRMNG - 3 1/2- uu1 SPKwc - S. 3 3/4- 4- PWRED CMtRfl[ & FpiA MUSED WCROE & KUMuOx MEn..r � WM-2 I/] CONCREM RUDER 4ED,1M.3'Y) �/T BOX WLa EE.2 F 0.CMC`PT W 1.0 O9 IA 0.43 - 1 04017 mTECO, C. 9`- > IL ECO xE TILLIT TESTING & ENGINEERING CGNPANY va ns sew a m. 3m. MaaW wsD¢ Maev nI {.� Pram : lwsF)]-]SSD . Fu : fIOS)n1-Isll man: nl.mow.nm EB-GOJOTa 1111 wRt]CR A TLL]T J,. P.C. 1ATC RGR]CA Yu / NI6] AT.S.S.A. American Shutter Systems Assoclatlon, Inc. 4268 SVestroads Drive West PDIm Beccn, FL 33407 .... 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American Shuffer Sysfems Assoelaflon, Ina. 4268 Westroads Drive West Palm Bead. FL 33407 ®]CT) fJSTFRN 4EfK SLPP:Y, INC. BERTHA HVTI, Accordion Shutter Systl HV. BUMF yT W/ CR W/0 H.V. WAWON IiAL +'..j ascmaox I art m ,. c: 1a Ii ULU M-065 )/D/1 w¢: O)/I)i A s ORAWWC No 17-10 MAXIMUM AJS.D DESIGN PRESSLIRF RATNG f F1 AND CORRESPONDIh nL I OR cPACh ( c h D F FOR A AAv cN ITTCR SPAN. NEGATNE Ac_D. DESIGN PRESSLIR eTNr AMD A ANCHOR I❑ (in.) nvc (SU MDUMRIGS M "Cos 16 N 1)). B l-,J BBTFz;zATE SOUTHERN PINE No. 2 W/ 11G.0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH s u H Ne_ SPRUCE PINE S RU INE DOUGIAS FIR W/ M. G=0.50 W/ MIN. G-0.43 W lON. G=0.76 t/2 MIN. COX 2 W MN. G=055, FIR NORTH FIR SO RH / )UTH PLYWOOD yxU �O,V W/ W/ MW, G=0.4] YI MIN. 3PA (0)(N WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N. 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS fi.p. WµL UOUNIINGS 8.0. WALL MOµNTiNCS &0. 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