Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
PRODUCT APPROVAL
1/4/2018 Florida Building Code Online It � BCIS Home Log In I User Registration I Hot Topics I Submit Surcharge I State & Facts Publications I FBC Staff BCIS Site Map Unks _ Search Florida d b r 'R Product USER: Public Userval SCA , 1 p St. Luci n Product Approval Menu > Product or Application Search > Application list FILE r l Search Criteria Refine Search Code Version 2017 F 389 Application Type Product Manufacturer Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Aoolications FL# Type Manufacturer Validated By Status FL389-R9 Revision American Shutter Systems Association, Inc. John Henry Kampmann Jr. Approved History Category: Shutters (941) 922-3854 Subcategory: Accordion 'Approved by DBPR. Approvals by DBPR shall be reviewed and retired by the POC and/or the Commission If necessary. Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Coovriont 2007-2013 State of Florida :: Pdvacv 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 ele tropic mall to this erruity. Instead, contact the office by phone or by tadidonal mail. If you have any questions, please contact 650.487.1395. *Pursuant to Section 45S.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . ProductApproval Accepts: M91RRid M Credit Card Safe https://floridabuilding.orgfpr/pr app_Ist.aspx 1/1 GENERAL NOTES: 1. BERMY4 N.V. MCORDION SHUTTER SYSTEM SHOWN ON TMS PROGUCT EVALWTION DOCUM UT (P.ED.) N S BEEN L YM FOR COMPLIANCE W ACCORCMCE WITH ME 2OF7 (61A EDITION) CIF ME FLORIDA BUILDING CODE TN5 ACCORDION SNIFFER SYSTEM SNAL. NOT RE NORALED AT HIGH VELOa1Y HURRLV:E 20NES. GESION WNW LOWS SNNL BE DETERMINED AS PER SECTION 1620 OF THE MOVE MENTIONED CODE FOR A BASIC WIND SPEED RUMORED BY ME J1IRISOGRON IiHETE SHUTTER! WILL BE MSTP1lLD IUM A ORECTIONWIY FACTOR Kd-Oe5. MUG ASU 7-10 AND SHML NOT MCEID ME MAYIMIY (AS.O.) DESIGN PRESSURE RATINGS WONTED ON SHEETS It THRU 15, 19 & 20, ON ORDER TO VERFY THE AJTOVE CONDITION, ULTIMATE DESIGN MUD LOADS DEMRAUNEO PER WE 7-10 SHALL BE ERRS! REDUCED TO ADO. DESIGN KIND =9 BY MULTIPUING THEM BY 0.6 IN OROERTO COMPME THESE W/- WUL (ADD) ODYMI PRESSURE MTWGS NIDOWS, CN SHEETS 1I MRU 15. 19 & 20. W GRDER TO VFS6FY TINT WMPONEMS AND MGUGR5 ON MIS PER., MESTE TESTED, ME NOT OVER STRESSED, A W S WGRFASE IN ALLCWMLE SUMS MR WIND 1M05 MIM MEGA IN TMM ANAY91s. HOWEVER, A MIND DURATION FMTOR CO-1.60 WAS USED FOR VEWMCABON Or FASTENERS IN MOD. BERHA KV. ACCORDION $NUTTER SSTEWS MEW MY FOR WIND AND LWE uDSLE W,,T LOW MM BEM V,,,M IN ACCOACVICE MN SECTION Pass 1.2 Or THE MINE M UDDRU D WOE AS PER AM REPORTS: -RV BLUE O' 1=14.01-03, 110715.01-93. /1004D1-05, t1214.01-05, E0317.02-06. /0609.01-10 AND 10210.01-11 AS PER TkS-M. TM-202 AND TAS-20 PROTOCOLS MD ASW E-IM, MO E-1996 STANDARDS (MIDDLE LEVEL D. MIND ZCNES 1, 2 & 3) & 1122D.01-10 M PER TM 201. 203 & 203 PROTOCOLS LAIFE MISSILE. -W WINDOW BILE 6 10505,01-08 Al PER ASTM E-1886 AND E-1996 (MISSt.E LEVEL D. WNO ZONES 1, 2. 3) BASIC PROTECTION ONLY AND 0 O7L5.01-86 M PER 'Ni 202 PRDTOCOL 2 W BLADE OT AND W WWOOIY BLAME ® ME ENGINEERED TO NEW W UNISON MM EACH O MER UNDER ME GENERALMUTATIONS AND CONDITIONS OF USE gBNEAED ON SUE,Y 19 3. BERTHA KV7AM. ACCORDION PINS (HV SrAEµ6), USED AT BWM 1GN1GaE AND MR GRMCI MOUNT Othe"GEN TO TIMGS SHALL RE /IN27Y AND /14A1.75- RESPECTIVELY, 410-M WmNUM SERIES =TfNGSS STEEL SCREWS WFN 13s0 IN VIEID STRFNGM IND HBO Mel TENSILE STRUCTN. PINS SMALL BE COATED µTM BUMN W DAWOSMFLO COATING SYSTEM M MANUFACTURED BY APMR COAIWG MPIJGroTS. REGISTERED MIH AMEIGCNI SNIFFER SeDDENS ASSO YOM PINS MUST VIEW ME W MMKWG OR !MDR HUD. 4. Al N.UNWUM EKTINSIONS SH41 BE ALUMINUM ASSOOAVON ALLOY AND TEMPER M WDIUTED ON SHEETS 2 MN & MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS MO Afi AND MY W FOR 6O05-T5 ALLOY. 5. ALL SCREWS TO BE STNMESS STEEL M4 OR 3T6 AD SUM GR CORMI RESISTPM COATES CARBON SIFT AS PER OW =15 WM SO W MAN.. LED SRENGM AND 90 YL MIN. TESL E SMMG K AND SNALL COMPLY W/ FIORDA BURRING COME SECTION 2411.3,&4. 6. BOLOS TO BE ASM A-X? GAVANBOO STEP, OR AD 304 OR 316 SUM STAINLESS STEEL MM 35 E9 MINIMUM YEW STRUGM. 7. SEE ME FOLCMNC SHEETS FOR ANaNOR SPELIFTUTION& W GLADE D : 12.13,14,15 AND 20 HV MADE OO & © WDRIMC W UNISON: 12. 13 & 15 & MIS BERTHA H.V. MCORGMN SHUTTER SYSTEM GEMS A LLS PATENT 16'779.562. GOMPONENS OF MR, APPROVAL ME Co,,M. W "DUE M IN PART BY U.S. RAW , .459,179 � TO FASTEAN METAL SUPPLY, M. P. G SHALL BE ME RESPONSIBILITY OF ME CONTRACTOR TO WIMPY ME VAPIDNESS OF ME STRUCTURE WMERE SHNETERN 6 TO BE AMMHEM TO INSURE PROPER MCHORAGE CCNTIUCTOR TO SFAL/GMU" Al VILIFIER COMPONENT EDGES WMN1 REMVN. TMAU FASTENING IN CONIIMUOUS CONTACT MM THE SUMM N Pf2VENf MNO/RAW INTRUSION. 10. EACH UNIT MUST BEM PERMMEM USEL IN A N9GUE PLAN[ WITH WARUNG NOTE: OURPIG REFORM OF HURRICANE WARNINGS NONE DINNER, TENANT, OR OMEJO; VMT PROPERLY CLOSE Al W AND No CENIElUAFS AND ENGAGE OR LOG( ALL NV AND No LOOS. 11. SHUTTER MANUFACTURERS LABEL SHALL BE LOGAIM ON A ]YEARLY VISIBLE LOCATION AT GGOROION SUMMER W ACCOROWCE µUM SECTION 1709.9.3 OF fLORGA BALDING COOS ONE LABEL STILL RE PLACm FOR EYERY OPENING. LMEUNC TO COMPLY WITH SECTION 1709.9.2 OF THE RONBA BINDING GOOF 12. BERTHA N.V. ACCORDION SNIFFER SYSTEM'S INSIALATION SWLL COMPLY MM SPECS INDICATED IN MI6 MINING PLUS ANY BULGING Me ZONING REGULATIONS PROYOEO BY ME 31WISDanON µHERE PERMIT Is APPLIED To, 13. (a) !MIS PED. PREPARED BY MIS ENGINEER IS GENERIC'AND DOES NOT PROApE WFORMsnON FOR A SITE SPECIFIC PROJECT. Le. W MITE ME SITE COUSBIG,5 UWATE FROM ME P.M IS) GGNMA OR TO RE RESPONSB(E FLIT ME SEECiMN, PURCHASE AND WSTALIAMGN W0.MGese CAFE SAFETY" OF MIS PRODUCT, MIMED ON FINS P.E.D. PROVTOED NE/SHE DOES NOT D X FROM ME CONDITIONS OETALED ON THIS DOCUMENT. CONSTRUCTION SAFETY Al SITE 6 ME CONTRACTOR'S RCSPONSIBLF/. (c) ne; P.ED. W9LL BE WNSOEAED WAR, 6 ALTERED BY ANY usmIs. (d) SITE SPECIFIC PROTECTS SHN1 BE PREPARED BY A FLOPoOA REBID ED ENGINEER OR MGOTECT MUµ MLL BECOME ME ENGNEER OF RECORD (EO.R.) FOR ME PROJECT AND WHO WILL Re RESPONSIBLE MR ME PROPER USE OF ME P.E.D. ENGINEER OF RECORD. LUNG AS A DELEGATED ENGINEER TO ME RED. ENGINEER SHALL SUBMIT TO MIS LATTER ME SITE SPECIFlC DUWWDS PoA REVIEW. (I) ONGRUL P.EG. SWLL BEAR ME DATE AND ORIGINAL SELL AND SIGNANNE Or ME PROFES - ENGINEER BY RECORD TINT PREPARED T, 0207 RMTECO. WG — IL EC0i,c.. a%6 a} ♦ TIWT TESTING &ENGINEERING COMPANY P . :' W Y`J: (:L L..153 , FMA bF.Opa RLRLA }l R ,>• Pnw:pos.)e7Abi L-ROXI7 Fax a,Uls)67T-Iv1 SS�ONA' W0.TIR A NU.0%'. P.E. P.E. •SFAL'i81W*RE/DATE FLCk0A GE. 1 .1167 TABLE OF CONTENTS GENERAL NOTES SHEET I SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SUET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEEP 4 TYPICAL MNDO:Y BLADE & VNINOOM DETAIL AREA 2• W B A (1) AND ff t NpOW BLADE hA (WHERE APPI ICAB� ) TYPICAL SHUTTER ELEVATION & NOTES ON LOCHS SHEET 5 INSALATION DETAILS A-F. GONCREE/BL= SHEET 6 INSTALLATION DETAILS G-M, CMCRETE/GLOCK SHEET 7 CENTERMATE DETAILS W SUM B CENTERMAIE ALTEIeunNG DETAILS IOU SHEET 9 END CONNECTION DUALS 1-6. CDNCRUE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET II ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SIMtT I3 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 MSTAWiION DETAILS M-R, WOOD SHEET 16 WSTA11ANON DETAILS S-Y, WOOD SHEET 17 ENO CONNECTION GUARS 7-12 & X. WOOD AREA 3: W WINDOW BLADF flit SHEET 18 ON Y 1Y'PIGtL SHUTTER CUEV'ATWN AREA 4: W WINDOW R AO Cti ONLY SHUT 19 WSEALAPON DETAILS. METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA AmSm&Am American Shutter Systems Association, Inc. 4268 Weslroods Drive Vest Palm Beach, FL 33407 rrr>. W LlN A • i1A Accordion Shutter System KK RAIX ®1 W/ OR W/0 HK VAN N 9AAM NYNNG No 17-107 �)HV SOLID BLADE COVERED UNDER US PATENT If 5458179 OF USE OF BLADE -&ON SHEET 19 vw 16_ i ©HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV o. J OBdr- 1• Del' t� •' GM i 1.66G' � Q t ri HV I IN HEe a 0 FiEO FOR USE W/ HV BLADE(I)ONLY, SEE SECTIONS FOR VAUDITY- 6063-T6 ALLOY AND TEMPER MN ZMn rMNI 1• . ' 16, SIDE ANGLES QUALIFIED FOR USE W/ HV m a• g m• .36• I �HV UNIMMAL FLOATER QUALIFIED FOR USE W/ HV BLADE 60D5-T5 ALLOY AND TEMPER `t5 HV HEADER/SILL OUAUFI£O FOR USE g w SLADE(1�ONL 6063-76 ALLOYY AND TEMP[[xx�— I ALUMINUM ANGLES QUALIFIED FO$ USE W/ HV BLADE 1 ONLY. 6063-76 ALLDY AND TEMPER 80HV WALK -OVER TRACK QUALIFIED FOR U E W/ HV B A0E I 6063-T6 ALIAY D TEMPER COViONflil • B 1 )1 T3 `Ifi 3• 5• MA%. 0.192' 0.192• Is 2.5' )' bAN.(0.190' 10.190' 2' S' NAN. 0.139' 0,131' Q5 AV 90'h80' STARTER OUAUFIED FOR USE W/ NV BLADE L)J 6063-16 ALLOY AND TEMPER 991' 842 I- .920 920 C HV TRENCH TRACK QUALIFIED FOR USE W/ NV SLADE{li ONLY. W/ HV TEMPER 1� HV RAINGUARD QUALIFIED FOR U E W/ HV B AOE 1 6063-T6 ALLOY D TEMPER `3 III I 111' vG�` ••• / % y�v ......... l 4tCENSFN. y i / 9 �J ' iATE of f ; O,e/.- F�F-, :�'s1p•'•.,QRIDa p. \j, TO, V/ON((��•�'•••LL�,.�\ j111 P!r!- cl�'A4(:AeAPM1ic /nnT. C201) RRW, M. (E C p A�S'�S�A� American Shutter systems T8 A990C101(OnA Inc. 4268 WesUoads Drive west Pal— Be—... R JJ407 MET 02017 EASTERN AL SUPFLY. LNc. BERTH —A— V M Accordion Shutter System Kv. BADE ®I w/ OR W/0 HV. wNDw BLADE TILLIT TESTING & ENGINEERING COMPANY ev! Nn sea n, qu, zy v44w eRNars, ntpv yA Pew . WS))S11-100 . F..: (=1871-101 T . W. m�. wALTER A Thar b. IL flDRd tx. / 1•I6) n. N mscealwN wrz ovAw. 9c La t OLD IS-085 1 ) 1 d2 O /2)/17 : a DRAY-- No 17-107 • i t� 0 FOR USE W/ W BLADE(& 310NLY 6063-T6 ALLOY AND TEMPER PM,N •+ TRONr LLLYAR 0 11V MA "T" LOCK _ T L LOCKER FOR "T" LOCK ENTERNATE 'QUALIFIED FOR USE W/ IN a E 1 ONLY HV FEM� UAIIFIED FOR USE W/ HV BLADE 10ONLY 6063-TS ALLOY AND TEMPER QUALIFIED 6065-T6 ALLOY AND TEMPER 1.919 g 'd Ohl' 21a - G^ QUALIFIED FOR USE W/ HV BLADE 1 & A 6063-t6 ALLOY AND TEMPER LOCKING RODA QUALIFIED FOR USE WJ W BLADE v 6063-T6 ALLOY AND TEMPER 6063-T6 i ,A4Yr. ' Y% uzvy USE W/ HV BLADE ALLOY AND TEMPER W BLADEIPONLY AND TEMP ].161 3' a 6 a 2 3 HE CENTERMATE'S INSERT OUALIF@D FOR USE Yl1 HV BLADE (J& 6063-T6 ALLOY 0 ILNPER AI/Y -11/(p d�3 HV 1 /4" 0-20 AISI 304 aBIL5 S.S. THUMBSREW QUALIFIED FOR USE YI/ HV BLADE 10 u. J •fe IMFILfO 45T NDYrs DNun e•I® anrm g iwas Rxw i HV EGRESS LOCK 7'I QUADFIEO FORUSE W/NV BLADED& 61 ONLY. xW O,D. Ste• vVSTrc NEAR rt 16" x MOLOEO tD � n , $CREW S .3W AFTER RIVETL 1/4"0--20 x 3/4" BEFORE ROZleal S.S. THUMBSCREW 1/4"0-20 RIVNI<» *s oua aMR.nW (m2a-n AUZI) wrC rL",, TNM LETte SNEv NMISEo. our F oexo, AS NMW,,vMEo w Avm wERTR RYTO"1, P `PEN`. NEW a E, 010N ON EOJ/L ® HV "T" LOCK HV ALTERNATIVE LOCK OUAUFIEO FOR USE --Aw D FO USE W/ HV W1W BLADE(I ONLY. BLADE 1�ONLY. 0A7Y Y 1 .lxs- uo.. QQ R b iNUN6N0.V CYLMD.Jt OR viY 1, V CYIII,DJV ® HD LOCK 6Y RECENT HAROWME MORNM LOCKS SERIES 2323 N00K EOLT LOCK. ..--QUALIFIED FOR USE W/ W BLADE(j)& 33 �( oxOlY ti1EW. we 02Dn EASTERN METAL SUfTLY. wC. 1 II M A S S A BERT H M Accordion Shutter System 7j TIWT TESTING ■ ■ ■ ■ American Shutter Systems NV. MADE #1 W/ OR W/0 HV. W"B N MADE . Dirt ow.aN -ID t STD A &-ENGINEERING COMPANY wv xu. R6 M. sa. Tm, lucw eaoo-�3, n"m+.ul ASDOCIaROnr Inc. 1 OLG 15,8 /2xJ1 O 7 MIC m/2Y/q •:_�£'• (205)8YI-1530 . Fa, ; MT671-1131 •'"'®-wom6ilo C0i^ 4268 Westroods Drive West Palm Be0ch, FL 31407 x 3 DRAW NG N 0 ,0RIDp`,:'aTy 1dN _ sE1/0A1•A•1•{���i(','� (1 x41D, A 1W1 ur. P.L 17— i 07 P.F •CiN /QRknY51RF•1nG "ROA U, i 44161 . _.._— SHUTTER ASSEMBLY FOR VSCHEDULE HV C11 H61,E �1 HV BLADE 1 HV BLADE IA ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"XVIV THICK NYLON WHEEL. 0.188"O ANSI 302 SERIES S.S. RIVETS l'9 HV 1 3/4- ACCORDION PIN Wj E'8 HEAD ® HV 2 3/4' ACCORDION PIN Pf/ #8 HEAD 64 POLYCAR80NATE IMPACT RESISTANT HV WINDOW EXTERIOR ) M- QUIREMENTS AT EXTERIOR SLADE KNUCKLE FOR Hy RIMV (If I o4 (1) HV PIN (D SHALL ALWAYS BE USED AT ALL EXTERIOR P BOTTOM KNUCKLES. OF HV ACCORDION SYSTEM W/ HV Q OR HV ® BLADE. TICAL SHUTTER ASSEMBLY K .5. (2) HV PIN ® MAY SE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM WJ HVO w.324' BLADE WHEN CORRESPONDING TO INSTALLATION "II-, SHEET 7. 048 _ 0 (3) HV PIN 0 OR ® W/ 1/2" O.D. 1/16" THICK SS. WASHER 0 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET x.EEL CARRIAGE DETAIL "Eti K 0") GYP) !!I bt5o L11 S PAMI BElkp J iT 417�' 3 y @OR QA l i (D OR® f �. EXTERIOR NY PIN pR AMAT �j EXT OR BUOYS KNNCKLE. (SEE NOES -FOR REOUIRENEN I 1 T #.REMBLY LAYOUT ON17 miEM. W:. IL ECO1Nc. TILUT TESTING & ENGINEERING COMPANY 6U31tT. YN. 41...' NA. WWNM ¢+FpEN" mNNN` 33 Gnone : (305)871-1530 . F. : ImIus 1-1SL ox .cats' BLADE am' SDK V6255 �125' ]IRZINaw... IBM 12- NIN, CIF.VV ME NtWNS, UV-SIAUILILEU GRACE OR SASIC TO BVOE Bp INNOVATIVE PLASTIC LD(AN 103 RESIN (SEE NOTE "F- ON SHEET 19). POLYCARBONATE SOURCES FOR 4 Presriaz xII1K7 MNAL rtRIT?IR4 SiMGVO NiPd3 �!m¢ vfCPL TWR Bawl: 4. or. GL0." ppµ per' m�Y emA smomx 1mx xx s,.op o.ss 4}N w. R4VL4 SAC9,x ., ry[{p M17eW1 I�RM O 1b .SN .1N 0 >Po .p1f3W 1.P-0 W pel. NI.KO Pxt rnrcwc aap un pox ie sPNrcw oaf r x xo asmw w¢ a ew:ec Pm mTs a_� n.s o-f awa ' INN prawn ASu 01eN d0'f 90o'v L4lSN:3C .$N G145 1FNAf SRJ+i111 MLPM I$N 9WY 4.LL P,A fU+9'S 5,111SS.2ft6i xE.TEfOd ONE 1 ASN SM M 4b1 RLL .1 4Wp Pxi. A.s.s.a, American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Hurricane ■ nN "v TN Accordion Shutter System KV. BLADE B1 W/ OR W/O KY. WINDOW MADE (AWING No 17-107 D 1�,',t•��rl>sr_ r,_rrrr��a���;>_ �Ir:>trnna I I I I•�,. II IMF II � �1 I Ir�Vr�Yr�rrL'r�rr14'rr'lla�rYr�`�Y "�V O. O' �' Q• O. O' O• �• Q• O' Q' p• Q• p. Q. Q1' ©«Q�«©•d« 8O«1p •�� ns.Fj« •©«Q•D7a TYPICAL I) HV BLADE SHUTTER ELEVATION N.T.S. OF CORNER CENTERMATE "NOTES —ON HV LOCKS AND CENTECCRaaMATES• 1. MANDATORY OONOItON JL ONE HV LOCK I& u Ay SHALL BE USEDAT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12• ABOVE OR SVVY 1 2 OF SHUTTER. SPAN FOR SPANS UP TO 105•, AND FOR MST BONS T ANY ELEVATION. HY LOOK LZ3 A M y BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TOe OR C MERIJATES /(2) 1/40, 20 K 1/2' LONG FLAT HEAD S.S M.S. LOCATION OF LOCK SKML BE AS INOICAT,,-,9 M-UL BR FOR SECURITY PURPOSES, UP TO 1WD HV IOE LOCK CONNECTION OF LOCHS TO CEMERVATES SNUTIER ELEVATION. nUNNCN HENrUNMIWCt Lp Ng RODS U OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSIION (NON HURRICANE POSITION). 4- ONE ITV LOCK 63 SHALL BE USED AT CORNER =ERMAT11 R ANY SPAN ANO INMALLANONS Al UTSfOE OR INSIDE LOCK, ATTACHED TO �03 CORNER CENTEWATE W/(2) 1/4 0-20 . 1/2- LONG MT HEAD S.S. N.S. TWO LOCKING RODS 'f3 D TOP k 80TTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHIITTER ELEVATION. MX(IMUM SHUTTER SPAN SHOAL BE DETERMINED AS PER SCHEDULES SiGWN ON SHEET 12. Vv IY9 v-wmY� as. IHUMUSCREW TO U OR 92 CENTERAIAT6S SMALL BE MADE W/ 1/4'0-20K3/4- ALUM. RNNUT AS SHOWN ON SECTION. HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TVM LOCKS AT 1/3 OF SHUTTER SPAN, 6. NANOATDRY CONDITION JT FOR KEYSTONE MOURTIVIG tN^ BDA ONE HV LOCK JSHALL BE USED AT 1/2 OF SNUFFER SPAN FOR ANY SPAN OR 12- ABOVE OR BELOW 1/2 OF SNORER SPAN FOR SPANS NIP TO 96-, A40 FOR INSTALLATIONS AT ANY ELEVATION. IN LOCK 0 R1 !@ 01 @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHED TO ®: m @ SYULETRICAL EENTMI ATES W/ (2) 1/4'-20 . 1/2• LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPCAL SHUTTER E(LVAMIN. USE OF LOCKING RODS n W/ 0 OR © TOP AND BOTTOM IS COMPLETELY MANDATORY, *NOTES ON HV "T" LOCKS AND C NTERMAT S• S.S. THREADED BOLT W/ 7/6.0 . ( MY BE INSTALLED AT MIDSPAN �P AND BOTOM IS IILNIArn1 *NOTES ON HD LOCKl�-SpNE NTEWiATE Hp LOOK � MAYBE USED IN ULV or1 LMSS_ 7 IR' LO 1f OR 29 FOR ANY SPAN AND RNSTAWTIONS AT ANY VUEVATON. ALTERNATE HD LOCK 4 MY eE USED AS AN ASIDE OR OUTSIJD LOOK. ATTACHMENT OF HD LOCH N: TO IS W/ 3 18 A 3/8' FH S.S.M.S, AND INCLUDO RBNFORCEYpn INSERf'23 AS 91OY/N ON SECTOR HM-INe AND -HYD- SHEET 10. LOOK MY BE INSTALLED AT VIOSPAIN OR 12• MAGNUM BELOW OR ROVE MIDSPA% USE OF LOOKING RODS iQ 3 COMPLETO.Y OPTKINA. L1' .... . , -.//• -% �`` ��CENgF:,,✓y = -a.: 9' 02017 TLWCO. WC. ELT E� TILLIT TESTING h ENGINEERING COMPANY NN. wIn M.. w. xa WAcmh.A. vPA.El'a4 rMwa SAm B'0RCA U, 0 .167 A■S■S■A■ American ShuNer Systems A990010}IOnr Inc. e 4268 Ivest,020. West POI/ONAL 02DI7 EASTERN METAL SUPPLY, INC TIER HA HVTM Accordion Shutter System N.v. annE g1 w/ OR w/o H.4. vntnwY 13.ADE w. N PncAmnDN RAn OCEAN ac Ol0 15-085 7/2IRAW /N2A7oc/A •-:Ns�iG\11,`e7u ' E„nL P.E. SEAL/STLAbi/fGFIDATE 7 IN07 17—G167 a cuFFr NCRETE ANCHORS P0JRE0 CONCRETE POURED (SEE SUeDULL M REQUIRE RCONCRETE EGu1 SHEET f}) CONCRETE ANSR t I r TOR 17 18 (gEE SOHEOUtE wl SH£Ef IS) Vi aNe (SEE uwmm@LN svm >} 4 -.f at16 1 . ! Nin. EO SO WHINEDi3jJ'$,5: S Ls" I/2 �. 1 0 NUig 0 12 O.C, a T2' O.G. .2w M., 13 w $ I'• (7 1 � t i .zer NP.: r � paxgnu. . w1 smnwu, mans (aE 7- I1. �' 1 OR I � E G eJrmmita 1 EsWMUnpN TO cv$I r"(SEE SCHEWtL I ON gNEEi 1) � AO V D R HV WALL HEADER INMAL.L QN + KEYSTONE EnsnNc � 1 OR L 1%=Pt�UR �, NW. SEPUY,tnpn ip WSs e "(SEC SCNEEU.E r eAm6e@ ON gnEEi 11} FJbgnNo O HV WALL HEADER INSTAL ATIO / — NW. SEPARAigN TO EUS$ —(SEE 5CREDUtE ON SHEET tt) r ' f OPGOtU1 tH' Nor y f LL� ' �� NP.. 1/2 ` - - _ 19 cc SO 1 1/1b_5.5, S" f Bill. 4(SEECSGI£CUIfRUE N f E9 EA PHIUPS TPUES �GP 18 MACNINE SCP£v,5 NSDlG 1/A'-20 NUTS .'{ i CONLflEIE ANCHOR$ 1/+"P-20r3/+' S.S. PIUWPS L__ TRESS "MMACI4NE SCRflK OWN SHEET t3) PoURED CONCRETE - r 1' a 12- O.C. ' Min. --(SEE $CNEOVIE ON PWREp CONCRETE SHEET 13) / / 20 MRS O t2' O.C. LONfAEiE BIaCK w REWIRED i 4SRRCRETE ANCHORS OR CONCRETE BLOCK RESUUiEp HV WALL SILL INSTALLATION (SEE scHEYA-E ON UNIT,CpOERETE elm1.) ATION F{)HV WALL SILL INSTALLATION OR CONOREIE CLOCK �;u01E wALL REWNELI EU HV WALL SILL INSTALLATION PM roMRNAlLON OP SEI;nDvn, 1- SEE SHEET + FOR tYPMN. SHUTTER E. 0.. EOCE MUENCE INSTALLATION DETAILS W / 2- MOUNTING IN NY WAY T SUM AN CON BE CON2iNEp 0.' ANY WAY TO 54R fJiY 1N$TALLAnpN, (SEE SPEGnCATgN$ ON gNEEi 1}) + +AA gEE ^MNg OF ` TDR MADE ON SNEE( 1g HV BLADE d' R+�• J ''•. FLORIDA. BUILD111 CODE (Non Nigh Velocitt Hurrlcone Zone' EN6' �'%O �� 02017 I61ECo. iNC. (02017 EASTERN METAL SUPPLY, INC. 4 :• '■■ A S S■ ERT A Accordion Shutter S i Air Q TILLIT TESTING & ENGINEERING COMPANY ■Q American Shutter S stems Y ste m HV. BLADE #1 W/ OR W/0 HV. WINDOW gtAOE . K wscnvPUN IU01 'A'AN '• Fc,,I'•.,CQRIDPr,�f4w.d1 M. 1110N irs e,g nxwm m1e A990CIat10n° Inc. I OLD 1g-D&S CPS—.�"�T" P : pae)ex1-Imo , r°.: (M)871-1131 4268 Westroaos Drive x 2127/I MRO 07/27/17 - +•> '01VALti" r -niol of°L0oO0"4T D-WOP212 West Palm Beoch, FL 33407 P DRAWING do rvNUNr•� NYiR.A NW 1 17 _ t 07 P.E:•SEAL/SIGNATURE/DATE noRmv, E:c, t+1P7 s SHEET POURED CONCRETE NRCNM{5 CONCRETEREOIRRm 152E SCHEOUEE ON SHEET 13) r_ CD.L MP EAST U &TERNan: r INCNOR I' I .i r r r3 III i LOGTrDN 1 I I • "{ DR 30RTS I L. J/E TEIRa1 I l/9 Ist NCI r I ^ { EASTw=5 , ME Off%^-- SLAB IC 1(l- ia• r ' r�I ru�rUam 1 0 ��CONP [DRITEJ i O,m D1a® REDNR[D 0.• / HV CEILING INSTALLATI O HV FLOOR INSTALLATION t ON To mRa Qj 9 EY,G t�--r ( E"D �RS� b+uror ro D 'J s g 3 OR 1© 1,..3/a' Hamm p ' 1 ! 9' OPI/r.-M i% NS CONCRETE ANCHORS 9 ' M/ HOT O 9- 0.( (SEE SCTtEIXRE an- I 4IER u) T"�F` I% ME OF r ' _.a POURED CWK ,. D.. OF CONCRETE OCK REQUIRED P OHM. POURED CONCRETE OK REQUIRED \ V I U D S L ON t Lms FASTING m I I lec GFuunOn I tAA95—� � :•Rameom�ec �{ _ R Mt1 9 � LCO 11) 3 � or oRn rNrD � 9 HEX wa5_HER HIM K O Il at M'CHORS , 8 ! S(AE9 R RULE ON SHEET NI) ( E4 . " D / '': +' , , , r MPUCRIf / r ME OF BUIE IF ME OF M`F1Jc`zu: A'PIKCRE SVBIT c RETE E. 0.• CONCRETE MT HEID CONCRETE YlCROPS R MI HERD cOHcilin wvCNORg RE0U"I (SEE SCHEoux ON SHEET la) (SEE SCHEDULE ON W 14) 11 TRENCH INSTALLATION HV WALK -OVER INSTALLATION Anna ALID DNLY MR UP TO s70. -74 PsF DESIGN PRESSURE RATING k FOR SPANS PER SCHEDULE 13. SHEET 11 ,(8 0 9- a' SD.S. 1 __ r I 1 Qa' i I Vf7-W.5/.' NE Irs O 9- 0. C. _ '', ' ii. r /'•� O�c 1/a1•A Nn5 II(l , 4 E. O IY 04 1/2' 1 I7 IB !� 1.00 Nnu n-X1 TER¢Ds ••' •L • EA. NU) /HaJ/f CH. SD.S. MIN, . � ANCHORS SE[ lion I!(D) ----�—»'• 0 8' O.C. _appmW�cO+amE 4 JIAC ON aN MEET IREQ NECT 13(e) OR CONCRETE .� BLOCK �• ' RECUIREO O KEYSTONE M YALLATION © HV WALL WALK -OVER INUAOUNTING IN�T L e L ATION New so u- PJAU ea, n TION YJbl,ln, YN11D1 941 9'-D' �- �'' D ' • E. 0. • EM; O.SIAN TA�RECE RM NM PERFORMEDI- SEE SeECT - MR TMC& SHUTTER ASS MBIA, ( WECIiNATIpYS ON SHEET 1!} iDMCEHT TO OR FMPHK'AR �� QuE EKR 19 FOR • SEE "MR.TIONS Of EmE LOON SHEET19 INSTALLATION IHa SECTORS CRN BE COHSIHCD DR ANY NAT TO DETAILS W/ T HV BLADE Sao ANT INSTA no:, 1 EA A. T/�''-` ) ' FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 1' is EN ✓_ -- W017 MIM, SNG 02017 EASTERN UETK SUPPLY, INC. ' *c>' 1L E C A�VrV�/��■ ions m Accordion Shutter System ' 90.5 1 • 0 O LNG. TILLB TESTING A ENGINEERING COMPANY ATOFICGn Shutter Systems H.V. fllDE /J7 W/ OR W/0 H.V. YAFOO!! HME w. H DEsuIIm9x D(r, ;' aSr tl ' �••....�' �S(DNAL wf} nn. U. si, sa. ]W, vxcaa Wmvrs, r,OMa u1e Association, Inc. 1 OLO IS-OBS DME )/77/t Dwnt, ew `G GiC 07/T7/l7 (=1371-I530 . 1. ; (]55)E71-101 RHi: . 4268 Westroads GriYe 3 ENt?�, o 75 Ie West Palm Beach, FL 33607 5 DRAYONG No ......I MJER Ab. "P.E. , 11-107 D C ern. /clr.rnn Ter 7n.¢ MPOa 1z. /age? END WALI CONNEGTIO 0 0 INSTALLATIONS W/ 1 HV � � ON ROOS(DU m 5 ° OUT o I IN r �EMslu+c cuss .ro AtTERWtE NI E0a(®a: Um s. BLADE W HV CENTERMATES **�, :Eon` OR To•I©d©•®°'©`©a rtxnnrvc Goss sFF FND WALL Gr+1=ar�T ©•O7 •©n©.Oj .�wI WAS_ ©, ®aI®•�dO•®A------ --------------- I--- ----------- (M T6 afar! I.WY. 6 1/I- INaE W 2 , .'6 IAFCQv /tl T u+/iO OeN?iE2 I i d®•® (IDP/9o70 T a CENT ERMATES M T YC (041o.1/2- s.us ra Tuai I+oaH' s.Ms. o ❑' CEN E TES AT acN .NLIC WI (iY➢j ( aC. NLL tCNCNt. I HV LOCK Or S MIt, PFRNiIaN 5 ! �' * 35* IN i 3 *V 3 oNTSNECfSCIIC s, f 1/� +/i' _ a• .0 3 ©�®1D©' '® ©a®a. aw•®a 1 --- OUT HVA v ® HVB ®v HVC rPGUfl atpRETC aR ©,Q,©w©,O,®,&I d✓�a dOn10•Q3 •• CKOl IS GVSS .--.---.-- — tO.Oa®. �d a r— EYE 61OCK WALL M-11 "•�a�•®w�•�J`EcaaNs' 1� CENTE MATES r![y) IN r' U7 0°aa�e •®w Y;rT s[Paegw�naY 5.. �1 — r — — — a ©� ® — — — W V LOCK 6 ( OIIpNAL (SEE SCHEDULE MW. Taus ON ®v * AYf@pR) O6-®8wO9•©w�•® ON. +I) 1 (SCE A1IN aTON ON SHIEET M UU ) IWTEROR e OUT ------ ---------- 1 AN:XGRe o 3 w 6Es 3 OUT a Vs- wx. sucfl I HVD oUT s HVE HVF** IIIlparrA ..,, FLORIDA BUILDING CODE Hon Nigh Velocity Hurricane Zone A11 S�Q;. CEN ✓ " omn Tarzco. we Tc oc17 Ewslow NETAL suPPLr, iNC. J SAE •., 9 BER A HVna iTTc o A S S A Accordion Shutter System l .. ■ ■ ■ ■ ILA RACE #T W/ (R W/O HV. WINX/N RA X / TILUT TESTING @ ENGINEERING COMPANY American Shatter Systems Y . x ) is mex aAa own., en ca mss x.. om. sa ^v.. Rat �. neoui Car. m,< 268AssWeatloa. Inc. 1 aEa Is -Res 1/Y/4 are W/D/O vAw.: (:as73n-ux . re.: (vsjn,-,vl t P-I Yle e.ch.s Drive x DRAWING No S�CNAL E���' 'y ors- yano� West Palm Beoch. R 37407 a ✓�' akTER A T6Erc j 7-1 07 P.E. ^SEAL7StCNATURE/DATE r`a'M O.1"161 16 SHEET 6 OF 20 ALIERNATE INSTALLAIION W/HV " LOCK &0 V MALE/FEMALE "T" L CKS CENTERMAT S 8 OCKERS / C� HV BLADE Is SEE ENO CONNECTION DETAII.S ON SHEETS 10 9 IS OUT I ®O O � O ®' K BDL K AIM1LIiiLL M+fiW' HIO[QIOR410D-M.9 . we 6 ] a 8 w f0 • BOGrtD w ➢6 S4R, dr B[ ¢sm w.m T6 u �w Q�l•I( 6ft.n. orsr u nl L �` s¢ rrorz a IDQ xi aou® . T IUX, ON SNRY i YR6 But 4VxfRV (30i -D u1T1 VPGC NtFF +NfI sxm Nxrsfxr, vrxz I mzB, ' 'Oft uua n NIX cxmvr ronow v+asuwn, xn nAssr mva+ w cau+. INSTALLATION Cti HV BLADE W/ HD CENTERMATES 03 . U . �� i •iV �In�TI�►�� � L ✓ p 1'f, MH 1 M ._._.__ HNC HVC SYMMETRICAL HE ENIERMATES W/ (iaS L_JOCK (INT RIDRI � 0 M416 w IODaG I®i u xew. na.aa aua(g rni¢ ws•«m ¢ wu" mn xa mvxwm unrnu¢ �mv eua0 ++ ; "vDENs'.'v F .9 ° a ' CPGO 0LUCC. WC. IL E C O TNC. A.S.S.A. - 02017 EASTERN UE SUPPLY, INC. T HA '� Accordion Shutter System - iIWT TESTING &ENGINEERING COMPANYAss ua xe. nOn!(Oos)an-ssso. `o! (Nye -Ism COJB)IB rt4iER A i4llf F. P.G "o�'• °e T wfs] American Shunter . ncslams Inc. 4268 Westmds Drive West Palm Be¢ch, FL 33407 HV. BIAOE �1 W/ 0R W/0 HV. 1NlDO'/! E4ALE i O�,'.• /�i Q , �+ •, Q P : i 1y ++ . x vscvmllw drt muxN an Lc �j1111 rnf/ 1 P.E. SEAL/SIGNATURE/DATE s ) DRAWING No cum , s >NCNETE ANCHORi a 16" D.C. I L�2� EOr C OF U) 1/2" 00.1/2' sM.s a 16" O.C. -POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED Y-_EaSR:lG GV55 BLOCK WALL REQUIRED BLOCK WALL, REOLARED ' \t BLOCK WALL REQUIRED �EKLSTINC CO155-Ef05BND GLk% NG 12' MIN. -_ - {GL'AS! Sa2aPAL W SMEf � F' MN SEPAWMYI � z i S la�sacriv �ma� I c�w(s�an �' • . � � � . � r io c sue( 1/2• 1 I gA�og PLATE (LOCATE AT EITHER BIDE LIN 1 ' OF ' S.MO) pT0wt02I (as APPOCABLE)s2•.it g%O_�_�_/AUR"NIA] OC. ce, CUP ANGLE(600-T6 ALU T) AT MI[RiMC Ty a(2)%/.•C 1) p1C.1/2• S.M.S. Tope TALCONS M'CXOgS TO\WALL vg(D AT 1. O.C. (LOCALEATSEE SAE OETAIL K FOR J MC CO."ECTI OFQ) j OR �SIDE CONNECTION TO TMCKS ) DR ®. TO "RACNERnER 6 T w 6 1•®w SEE CO K F ,r En6DNC CLASS Iaa sswur�ol M C r \ _ 1/2 NW. oc. r �- 1 2• MN. / 5 I OR ` POURED CONCRETE OR CONCRETE BLOCK WALL ' REPARED \\` END CONNECTION DETAIL 50 1 0�fL TO xxECTfOx - OHO •©wO�•/lLQ�a�/r®w ®'®°'©'(V`i�wO•®w 6 •Oj •©w©•Oj CONNECTION DETAIL 22 END CONNECTION DETAIL(j) END CONNECTION D R ONCRETE OR /- a M�'ED CONCRIME RED BIOGt WAIL / CLASS xQ p10.1/2• SN. - - - - - - _ ,F ...To GLSS4= 3 R L' uW V 6 oR *DOR S OF ♦.Ed SHEST�i9E(UR 1©OR®aR�OR�OR� VIEW Y PLAN DETAIL X ONLY FOR SPINS "EATER "NMI I )11 �r CE7 +sF ...9 ; -O *��4�f6p 110 ] ., s/pNaL Yi�t+d+ I„rn /CICfJAT110P/OnTC Coll ua �� EC O I■e. A S S A ■■■■Kv.BADE®1W/cRW/0Hv.MEOW/RAZE �ariean Shuker Systems•'.11\YL Association. Inc. 4268 WesUOQC$ Drive West PCIm Beech, fL 33a0) 0201T EASTERN Um SUPPLY, INC. BERTHAVTN Accordion Shutter System TILUT TESTING 8 ENGINEERING COMPANY L•!! xt Jta LS Su. •Ly JCw 4yRij2 Rpq a10 P..: Powl-Im . Tm : (00S)0h-191 - w1a0Ie^ warzs A reU" er. P.E. FL06d'S 7 AP10T 1 OLO 15-085 /21 1 WID 0)/2T/V ] a ORALWNG No 1 %-1 U% ,••�� I S LOCK wmw Asa platy �a WALL NWNTWE w1M (Mv=) - I I MA%INUM SHUTTER SPAN* 'L+' )"ML OR 1--- (ft.) FOR INSTALLATIONS W/ �Dr ONE TN LOCK orb or W/ NO LOCKING RODS (SEE NOTES T, rt) INSTHTATms L. TLOOR/CDUM1G YOUMING 1 I ftowcmmC MgvRWG AXIMUM SHUTTER SPAN* -L+' R 'L—" (it) INSTALLATIONS W & W/ ONE HV LOCKS OR W/ NO LOCKING OS IVAUD FOR MOUtRWGQ)1 6HEEi T) CONCRETE ASA pfSFN IN5TA rota MTrq ROCK/CDIA'b NWNTING ORuourrt.xo 1•D® ) r 66 N J0 Ie'-O' Ifi'-0' J5 IS'-2' Q la'-2' IS'-2" 13 SO 12'-J' 55 11'-I' W TO'-2" IO'-w 65 9'-5' Tb'-T" FO 5 B'-9- UgAL AD N tEGENO CONCRETE & MANSORY WOOD WALL A. B, C. D. E. M. N, 0, P. 0 MOUNTING F. K & L R. S. & V. FLOOR/CEIUNO MOUNTING G. H. I, It, J T. U, W & % & M O 64 uu SHUTTER SPAN 7♦' OR -L--- FOR WSTAWTIONS INTO FOOD SHALL BE UNITED TO 105 pat, &S.D. DESIGN PRESSURE RATING. t HY CORNER CENTER,AATE (J !MY BE USED AT ALL MOUNT110 INSiFUATI0A5. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON Nµ TOW CONODION 12 NOTE J5. SHEET A tt ExcEPT TNAT YAXIUUA SHLRTER SPAN Zi OR'L ' AND W%RAW KID. BESNx; PRESSURE RATING FOR INSULT G WO CONCRETE OR CgYCRETE IF= SWW. BE LIMED AS FOLLOWS I- CONNECTIONS TO KEYSTONE MOUNTING UNITED TO +61.-72 P.S.T. AND B'-0' SPAN. SEE UOUNENG @ON SHEET T. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1 r' 10 HV BLADE 02017 MNCO. WO IL� E-O TILLR TESTING It ENGINEERING COMPANY !15] rlv. M. ot 9. M, NpGTy DAP R , rnw: 0031871-15M. Fm: tsnw..mr .1, P.E H,fi) A.S.S.A. American Shutter SySlems Association, Ins. 4266 Weslroobs Drive West POIm 9e.Och, FL —, (1) L+: MA%IMUM ALLDWABLE SPAN FOR A GPAE11 POSNNE AID. DESIGN PRESSURE RATING L-: NA%. ALLOWABLE SPµ FOR A GNEN NEGATNE AS.D. DESIGN PRESSURE RATING, (2) PROCEDURE TO DETERNINE NAouUTA SPµ FOR WALL MOUNTINGS (TOP/BOTTCIA) OR FLOOR/CEPI GIVEN A POSITIVE &S.D. DESIGN PRESSURE RAnNG, DETERMINE MWUN SPAN 'L+' FROM SCNMW GIVEN A NECAM AID. BMW PRESSURE RATING, DETERMINE IGUOFAUM SPAN %- FROM SCHEOUtE nNAL MAKIMUM ALLOWABLE SPµ IS EQUAL TO THE LAIN uuM DETERMINED SPAY BETWEEN 'Li AND %--'. (J) PROCEDURE TD DETERMINE MAXIMUM SPAN MR CON&NATIONS W BETWEEN WALL MOUNTINGS W/ FLOOR/CDUNG NOUNTINGS; FOR A GIVEN POSI1ryE AID. OLSON PRESSURE RATING: DETERNIRG U+' MN(, SPAR AM FOR WALL MOUNTING OUNI UTIONS. INSTA MM. SPµ FOR iLOOR/CEUNG MOUNTING INSUy(ATIONS. FOR A GNEN NEWTIVE KID. DESIGN PRESSURE RATING: DETERMINE: Lr-= UAC SPAN FOR WALL UOUNN,G USTALlABB S, U-= =- SPAR FOR FLOOR/[DUNG MCUNNNG WsrALunoNs. FINAL MA%IMUM ALLOWAB�E SPAN IS EQUAL TO THE MINWUM BETWEEN 1.1+: %2+%'L,- µ0 ia= ({) GO TO KRONOR SCHEDULE YAM RIVAL MAXA,UM ALLOWABLE VAN AND NEGAT t AID, DESIGN PRESSURE RATING TO OEiENMINE UA UVN ANCHOR SPACING. 'UWZYT/ F NVRN METAL SUPPLY. INC. BERTH A HVVTIa Accordion Shutter Systet KV. E ADE yI W/ DR W/O KV. WNDOW BADE N. N [(X®ICM Pal MW W. ww. OLD 15-OBS )/2) 1 CAM- 07/27/1; 2 DRAVANG No J 17-107 • .} ♦111 :}T :I. •1 .': a.. 6tl '1 JI. 11'J • • • :al p.. ,: .1.. . •. ,a. ql Om / • - O 1 .. >•mmmppnppmmmpopoommm000ppmmm000pp ©�0®m��7 0noonnmmmnonnmmmmnoon�mmmonoo�omm�v00000n mmmpppppmmmpppppmmmpppppmmmpppp0 ©m©®pp� mmOmOm�Q7®m[�� OmLlmmm�7Qb mm00000n000pnpm �mmppppppppppppp •• ©© mm�mFj 0000� �mmmvoomommm�oanommmgponnommmn ®mmmpoopommmppoopmmmpppoommmu0000rommoopnoonpopnom ommmnno oon000n�m mmmr�io®miem�imooi�in�®�®moomom�mmonomem®mvo®oo�npm�o® mmmopQpommmv�a©ommm000pommmmoQc�•gomm®mR•.�Q000pmmmmo ®moomnoo�mn mmmv�000 ®mn 000mmmo9000®mmmvvvini�®mo gl�mn�000mm�nonoommmv0000mmm mmlTmmmmm�oppoo m®®®mmppoopppppOo m®®®®mOQ��OO®®mmDO0000�H0��®OOO mmmmmmm�pppQpppQQp vvoppmmmmovov000nomv©o mmmOpQQQ ap0oltlEfoppe ODmOm�p ®Km uAlmm®m®mmpml3ppp©©©©©©D1111��oe a1lTmmmm®m1m1TTyyyy��TT••pp0�0�m®m®®®®001�pppp0••ryppO ®mm�ppp00m® O•iO�Q m®mO0 �000�OQOmm000000mmmvovvonaonoovo mmOQQOOmmQQOQQQ anm�®�oep��mm�ed�mg�o�om OQmm00000��mO��OoppOm�©O�0 SSEE�17[�p001O0yOOp�g®mfpmppOlggq00000�®O�®Dp000O0 �mOOQOQQO�7001��00�0�©O®��p QOyQdE1mm0QOQQppmm['-7000 mdOpQOQQOpp�®tk7ppp ®�mmmF1FE7000mmmpF9OQO0mmpOQQQMIMI mo®000r�mmm�oee�immmm�n ��movom000�mmvvooe�mm00000�mvooveo�m000voomm�0000pm mmmQOQOQmm0QQQ0Q m0m000OOm®0vOv00 mmmmp00vOOm0mOLL�~o00�Qm�®®®m�QppOppOCCpO�ti mmO��vOOQ mm000d0Qm®OOOQQO mme0000O0m0000Qo�mmQQ0000�l0000QQvliE7p000QQQOOmmQOOQ <OmQQOQoomm00000QOmQQQQQoopoQooQOop0000QQo�p�oQOQ "-' 1 � 1 mmo000QQQommooeppopopommOQQQOOQo6mm1100gq000pQppQpm®QQQaQQ ►�►mm�mppjgpppoOOdOOm®0®®QO®m®��OVOCopoi�]DOOO�OOQ�OpQQQOdOOKNIES ' ��ppOpp00000 OQQOmOmmO0Q0vO0m0�OpppO mQQQQQQOmOQOQQQOmQOQQ�!(Q: �00pp0ppM 000�O vpppOOOOm�v�OOvo 000000�0 QQQOQQ �1101 O®W DOVOOO mQQQQOQO"MUM Kiff.1 QQ oOQO EMU EMU �lf��p SEM000O - r . .• :.. TaPCON OR TAPCON WID1 ADVANCED TNREAOFOR4 tECHNOLCCY A V-0' A! SILL MOUNTING ME alw m��oiov`A tTOmmam� mp0 amC �©mOOC ivammmo mmmamo OmOm�C movogmo vO0v0 vmmmoo IiOVOVOC 70OuaOC CEILING MOUNTING wil�0o� MmC MmC E z OMM Wma �000a 1. MCHORS To SUBSTRATE SHALL BE AS FOLLOWS:. (A) TO EGSTING POURED CONWLTC (W, rc - 3 k.0 FLOOR MOUNTING - 1/4'0 TAPCON OR TME,)N III ApVMYEO THRGDFORN TECMNO. MCNOR,, AS UMUFACIUREO BY LEW. HWWM (Wm. (c 3 �7 4 No"A RGeM µORS SPACING I ECEND _ 1/4 0 A 3/4 ALL POINTS SEMI McNees, AS DISINBUTED BY ALL MMS SCREW. MIT & SPMAM, COYPMY. (Yln. rc J bI) TP➢COV OR UPCDN RAM ADMMC� - 1/4'G ME TAP CONCRETE ANCHORS W/ CAP AD MIYVF&TUREO BY TTORSLL FASTDIERS DIRECT, INC. (Mm, rc - 2 W) n BO 130 16p 3as 1/4'0 TIPPER• MCNeRS AS MANFADTURPo a PONDS FASTENERS. WI MO OALL MINTS W MINTS SCREW, BOLT R SDEMW 1a B e e 16 1. TNfEEAD(ORM TECHNOLOGY WAN MPMY OR Y OTHER APPRWW WUTNW UCENSEe Al2EO VENDOR REGISTERED WRN NNE MERMAN SHUTTER SYSTEMS ASSOCIATION. INC. m v e B e e (M., rc . 3 tAD 10 B 'B B a 3 L PaWE I CM SOLI I0 O e e B 0 Bµ W/ CAP NOTES 10 B e a e 5 TAPPER+ AT) UM EMBWMEM HMO POURED CONCRETE W W TWOON TMCON WIW AORMCED 1NRaDfpRM TECw+OLpGY ANCHORS Me TOPPER+ 10 9 B a 9 AS MUM 6 1 3/4. MO FOR BLUE TM W/ CAP maMS IS 1 1/2'. 33 IO B 9 9 a 4 5 A2) MI CUSEDUENT OF 1/4.0 A 3/4' ALL POINTS SOLIOI µCROPS SHALL BE T/B' INTO, THE POURED CONTROL No E ,,I 10 v e ] u + • s[C Lexumfl Is vY rw INTO STUCCO SHAL BE PERNTIEO.. 1/4'P-nO MACNNE SCREW USED SHALL BE 1 1/2' LONG MINnMI SHOULD STUCCO 10 B e 0 5 43 OAK, 3�3Y 14 aaST. AND 1' W WM FOR WµJ$ N1M NO STUCCO. f0 B BS 5 15 ] AJ) W CASE THAT PRECAST STONE. PRECAST CONCRETE PANGS. PAVERS OR Na W312R BE FOUND M THE DISTUIO WAIL OR ROC,, 10 9 B e ♦S ]! ANCHORS SHNL BE LONG ENOMH TD REACH T)2 UUN STRUCTURE BEHIND SAID nµL KNISHES AYaIeR\Gi BNNL BE AS wINPFED ON la S B 6 ♦! J3 NOTES All M A]) ABOVE FOR PSMtE.lTbt6 ON YNrL SaMC OR EVS NTRI OR WITHDIR METAL STUDS CONSULT THIS ENCNalt FOR 10 B a fl3 S >S D6TAUATON WTO DFS WTIN METAL STUDS SEE sl i 20. a 65 5.5 • J 10 e3 B 5 ♦ - (B) TO CM IVICIaTN CONCRETE 'Re" INANN C-SO) ]0 9 7 s 1> J - 1/♦b TAPGON ALL UPCON NTM AWT MCNEW IRS,AO(ORY I,,T, W MCNINTS M VN BORTIIRED BY LW CvpML ICI 9 7.5 0.S • s - 1/4-0 A 3/4' AIL POINTS NCRET SOUR -SET MCMWS, M D15TRBUTED DY ALL MA F ,CREW. E" h SPECAtIi COMPANY. ] 0.3 •3 15 - 1/4'0 EWE TAP CONCRETE AYCNORS 4*0 TM`KR+ ANCHORS As TU ED AS ORETS ragED BY RORRIA O DICITERS E, W NB. - ICM MY OR µY CINER MPRONTO UCENS(D W ABY �j'Th lolose MOORWC.. MO ED WIN THE BY ALL PON15 SCREN. BOLT G SPECIALTY 9 ] 4 •. J - REC61FRE0 N'IM NNE MERICM SNUITER SYSTEMS ASSOaMW. INC. 0 0 13 - NOTES: a e 6S • - B.t) NNNM EO ENBNENT INTO CONCRETE BIACK OF TAPMCN, BLUE TAP W/ CM MCNONS MD TAPPER' MCNDRS IS 1 1/4' AND IAPCON B Be 5 a _ NTTN ADVANCED THRLNFDNA TEC]DIOLOCr MabRS 6 1'. 3 - 8.2) M]MUN ELBEDUENT OF 1/4.0 A 3/4' ALL POINTS COM-M AN,N,,C SWAL BE C,,RELY EWMM LMD 111E CONCRETE MCI. NO ] 5.54 4.5 - - EUREDMUNT INTO STUCCO SWLL BE PENURTED. 1/4. 0-20 S& LIMITE S,P,, USE, SHALL BE 1 1/2' LONG MUM SNCLUO STUCCO 33 45 EAST. AND 1' YNIMUU FOR WNLS INN NO STUCCO. BJ) 14 G TINT PRECAST SNI PREOASL CONCRETE PMD.S. PAVERS OR MY VENEER BE MMNe ON IN, EASING WNL OR RW. e ♦ O E 3 MCHORS SHALL BE LONG ENOUGH TO REV*1 THE MAN STRLCTIRE BENPPJ SAID WALL TORSIff� MCNORAGE SWAL BE AS N.'OCMU) OR B 4 - - NOTES &t) A 8.2) MOM FOR NSTAtIAIMN, ON YLYTL 9CIG M EDS NRH OR WITHOUT METAL STaS COISULT TADS ENGINEER.3 5 4 ]. - - FOR IM$fAIBAIIDN INTO EPS NTM YET& STM , SEE ,m, 20. 3 ss 3 15 J (C) MCNORS SH.YL PO NSMUED MLLONMG NL V ME IS[WYpIpATON, MD SPECUICATIOMS Di IN, M,,WS YMLFN ACRE, ! •a 45 SEE MERE BELOW FOR EDGE DISTANCE (EM) YDISUS SPACING RMATWNSHP FOR MCHORS OS�000 Mmmmm QI a _ 1 N ; vOL/Op N ° J - MOmmmWINDOW amiMmmmars BLADE WORKING um �s00m MummaIN U ISOM EDGE DISTANCE MFR51Ie SPACINg SCAM F MR ANCHI IAAyR1Ue AYW W SPACNGS ME BAUD MR EDW DSTMCES INDICATED BROW, FOR E. D. LC54 THVN lM MOMAMD. REWCE ANCHOR SPACING V ULLTFLWNp SPACWa SNOYN ON SCINDAE BY ME nRWNTNc rLctom NIN= sr4hes OaNUN0 Uset a"' SNNL NOT DE LESS TMN Mwluw s= 0 NDICCE) MR ELCN MCNOR TYPE. ACTUAL FACTOR EDGE TAPOON TAPCON WITH TNRE4DFDRM A1J. POP' SOU+ SEf BLUE TM W HP TAPPER + DICIANCE TECNNOlA1GY TECHNOLOGY / MIN. svACNc E.D. MR, SMNC - J' YIN. SPACING a 3' YIN, sPAONC - 3 In' YIN. SPACING - T 3 J P p P e& C0.YCRETE N MawHEM UGC% FRYdD U G (Oa£iC BUER _Q9 CONWC][ 6 PoURCD cONCNETE R 3C < UpL M.3 1/A' YN EO.2 I/I' . ca } 11 fq.YCRCT( YO]( Ca M M-2BUCK 1/2' 3' ICI O.BO LD 0.]B 1.0 OR4 1.0 call1.IT - 0.87 n; 1.0 z• - OJI _ - 1 3/!' 0.4J - a." 02017 ILTECD. INC. 9 l ECO IN C. TILUT TESTING AL ENGINEERING COMPANY ]; E4 9A. ]pf. NKNA GWO(19, RCA'4 ]1 rH1, h Pnene :. f�p5)B71-ISJD . Fc, i <3W1aT-13F] L1 -tea tD 'mm EB-DAa719>1B H1 NRO R A URN Ar. P,E. LATERad01 lic, / 44147 A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 MvuLL.vvii Angn Welocny nvrncur CM17 EASTERN MET& SUPPLY, INC. BER- TIfA HV. Accordion Shutter Sy NK MADE #1 W/ OR W/0 HV. IMN)W! B AWING No 17-10 mm� m : momm�m�aima�"' m� momEn�' : oomm�m m��lgvno�pvvoo�®©o��io �mtoronnnn�®mi��l m®t0000 O�sO®0(ggg®�777mmO I0000�i7000©0©O©©0 "Ham""i "O"HaHa®GOLD©©"Lravvov®�"""© 0" �"®Ha®mm"[Iol'"iomn�Ha®�tOmmol�OVOppvp��mpuppm �®mAD000 � ®t�®Em4fO�O pv®0®OQp©EfOp� "Ham""""OLE1Ha,�m7m""OFi v"vvv "F7"E1a"v"" ��®t4��00�0�®ADO®©00000000 qv�0©DODO mmmoovuommmnvv�vvvvvvo©�vvvoovmo ��®mononn�ivvvovoai�i"�'u©uvvvov� avono®v "mm"""aaHa�m""maou"I�"aaaovv"""vaa �m0nonoo®m�omoee�vov©000vvvov000 �mmanoao �m�pv�Ejo vod�i�io�ioo Lu"mo""e�io v m" ��©v®©oo ""m"""assLT�" "a oo"v"""oaod""m"aaa ���m�no v�onm�iveale9�uvoovo9vodoo vvo "Ham"""ao "maaaaav"ommaaoo """moaa "®mna"ooamm©rama000vmmaaoov"mm"oo� ® nno"oov000mm©�vv�iv ABHOR ®nova "Ha�v"aaomm""a000""""aaaa ®mHai�onveaio�©vvv�i�o®nvovvo, �000eo vv®�vovppo vv®mvvao ©vv®vva0 "["u"mvusaoo Q701"AMMMvOpID0®0®ovaa 0a0�v0v000000�00 00n000va�0""ovvvppovov000Aov "HaEMMUM 10010000av �DDOOVODO�DO©vav000avOA psiamoam"H EN Munavvoona�aaavodM Ems Ems ion0000 �mHa�o0voov®v�osm��movov��onme"i�ve�i I "®maaaaa FE7miFLaaaa f7f7rL7!..1Z71yaaa""maaaaa CM17 RnW. VY P IUE C ,- TILUT TESTING a ENGINEERING COMPANY ! 1)` .-mat meroaooi<wn ®-OSBT9 M1ItRA A A 1. 11dTC ROFtY1 Uc. at157 M RVANCEDNOLOGYID-SET • SEE MICHOR SPEGFlCATIONS ON SHEEP 13 FVSATU ONLY FOR UP To +70. -75A.S.D DESIGN PRESStG & FOR SPANS PERDULE 03. SHEET 11 10 HV BLADE ONLY A.S.S.A. American Shutter Systems Association, Inc. 4268 Wes(Yoods Drive West Palm Beach, FL 33407 Accordion Shut NV. MADE p1 W/ OR W/o KV. me. No 107 MAXIMUM AS:D, DESIGN PRESSURE RATING ( 11 AND ORR cPONDihC 2 YIL a AA M OR coern Ste(' S hPnul F FOR A GIVEN MAX. SHUTTER SPAN. NEGA A.c,O. DESI N PRESS IR enrpr. AND A .ORR PONOIItlC Il.OIIhTlI. 7t. . ISM DWMIINGS ON SIIOm 16 h 17). LJ B � T F4 AT E wvwu sPiw (n7 '-0' Oi SOUTHERN PINE No. 2 W/ MIN. G=0.55, DOUGIAS FIR W/ MIN. G=0.50 WALL AIOUNTINCS CEILING MOUNT T M. N, 0 & R FLOOR MOUNTINGS W&X ` D➢Ml,7,, RLV 90 t75 SPRUCE PINE FIR NORTH W/ MIN. G=0.43 WALL MOUNTINGS CEILING MOUNT T M. N. 0 & R FLOOR MOUNTINGS W&X SPRUCE PINE W/ MIN. WALL MOUNTINGS M. N. 0 & R FIR SOUTH C=0�6 CEILING MOUNT T FLOOR MOUNTINGS W&)( I/PL MIN. WALL MOUNTINGS P& 0 2W YIKR W/55 Mw. p. B.O. WALL MOUNTINGS S&V SPRUCE PoNE FIR NORTH W/ MIN. G=0./3 B.O. WALL MOI/N11NGS S& V U HNE FIR SOUTH W MIN. G=0.36 &0. WALL MOUNTING, S&V IX0FW gBJS tAIm, AID CFSt NfHit MR (dl W14T b 12 12 12 12 12 it 12 it 12 12 I@.tl 10 10 10 10 10 f0 10 10 t0 ) - 6p 10 10 10 10 10 10 ♦ - - - RlS9ft n 9 9 4 9 J 4 J - - - EM gp 0 8 B 6 J.5 - - - (Al OS g 8 ) J.5 - - - - - b fi 8 b 6 6 6 6 6 6 6 3 5 pYA[6>41RSH a0 6 8 e 8 6 6 6 6 5.5 S .5 -- 60 616 g 616 e 6 5 LS ♦ ♦ 3.S - >5 6 8 5 .! a .5 - R46 90 8 8 b 5 ♦ 3 J - (Ii OS 6 6 5 4.5 JS J J - J0 8 6 6 g 6 6 6 6 smlIUY ♦0 5 5 ! 5 5 ! 5 3 PIl3"fMN. �j 1D31L?z V'r$ft Q1E 1p1i fB.11f0.lt gfSiK v.%Iif U]D91GLl`Rffi4 WEC'll b 12 12 12 t0 10 10 f0 60 60 10 10 10 ]5 9 9 9 N Po' 8 g e -s OS a 8 g b 6 ID 6 60 6 )5 6 90 6 p 05 6 b 12 ♦0 10 60 10 )S 9 90 g OS g b 8 6 8 t0 6 6 6 to 616 6 6 )5 6 6 90 6 6 6 05 6 6 3 60 414 4 ♦ a a i J5 - )9 t♦ a i ♦ - - - OO ♦ 5 _ - - _ OS J 3 ] - _ - - _ JO 12 12 12 12 12 12 12 t2 a0 12 13 12 12 12 12 i2 11 EO 12 12 12 12 @ 12 12 12 ]5 12 12 @ 12 12 12 12 93 90 12 12 12 12 12 12 12 8 OS 12 12 i2 T2 12 12 10 6 b 1p 12 13 12 12 12 12 12 t0 1p 12 t2 12 12 I2 R 12 6019 12 12 12 12 12 12 13 9.5 )p @ R f2 12 12 I L5 90 12 12 t2 12 12 11 g.5 6 OS 12 12 12 12 0 p3 g.5 as b I2 22 @ 12 12 12 f2 12 ♦0 ,4 12 12 13 I2 12 12 93 Ep I2 i2 12 12 12 13 10 e5 )3 1] 12 tS f2 038.5 9 8 ! 90 12 12 12 10 7.5 6.5 ♦ OS 12 12 0 0.S ).fi 53 .5 J ♦'-0• • fi 6 fi 6 6 6 6 6 6 b 6 S.5 12 t2 10 10 10 10 9 9 8 e 8 e 0'-0• 12 IQ 10 g 8 63 6 8 6 fi 53 .5 i1 12 12 12 tt L; @ # I2 I2 ip 10 10 10 10 10 10 9 g 8 a J - - - - _ - 8 5 3.5 - - - - - - _ _ 5 ] - - - - - - - _ - 6' 6 6 6 6 6 6 6 6 a 6 6 5.5 5 6 .5 5 t.5 ]'-0• 12 10 10 9 6.5 a 6- 6 6 .5 3.9 a 615 5 33 ♦ 15 J.5 .5 t .5 - - ♦ J S - - .S J 3 - - - 8'-0• f2 10 10 )3 ♦.5 3 6 8 6 5 a ].5 9'-O' tD'-0" f2 q 10 10 10 ).5 5 ♦ J3 - - - fi 6 6 6 5.5 5 3 a J.5 J l - 10 10 10 ID 10 ) _ _ 9 6 a.5 S.5 - - - _ it -0, I2 t0 5.5 - - - 616 a.5 - - - 1Y-0• 121044S - - - a - - - 1]'-0• 12- - - - - - _ H'-0• t6'-0' 12 - - - - - - - - Q HV BLADE OR () HV BLADE W/ IA HV WINDOW BLADE WORKING IN UNISONq' . m uMtnlprs > 1H rra ®Mt EpNW 5r(O :. } NOTES ON ANCHORS REQUIREMENTS WOOD SURSTRATES 1. Mp1415 Tp a.LLt, RpM Eq yVp pyOp $OFRI Sx41 gE /S I01 ] SU951 n S t01✓$r OF NNE roux NG - II♦'O EMooN M 00% M Y vrtr, w w LTM. W1 W/ 1T6YUY p5E➢4FM n KMGT9 Ai -SOUTHERN PINZ ... 2 W/ G.O.!! (" S) -OOTGIAS FIR V G.0.50 (1G,5.) FAO, SECTION ON SNE I0 & I], F.20FAtgx: 5Ef NO1F 2 eElDtl. -SPR%E PME M Most W/ 0.411 (N,"') F1AS M 5W111 W/ --K 2 MI6HQ6 NOlOw C2015 SWLL CE AS P@ VJUMIIIG ryp[ 0. SNEET I) M9 9WL CN95E OF -RK 1/2• fAM 0.MOp II085 AeA) 1/ OA) KT W YM015 M PFA N05 2WS SPFNIGfiW15. ♦ MLM.'d EIWL GE C6tHlID FOMDY.W .UL M ME REC0W0(YIgxS INJ SF£dlCAIgKS OP lIQ MCNW(5 YMVo/CN.RA Ip`' ........•. , CM17 U.170M. INC. 02017 MITTIN METAL SOPPY. WC. BERT H TM Accordion Shutter System :. �ycENSF'•:9 �L� ZI A.S.S.A. TILLIT TESTING & ENGINEERING AT8rI0OG ShMtlOr $)'3}0RI3 KY. WWOW BLADE VISC MONen. COMPANY KW.xa W. xa my We¢aN wooly RamN aTt ASSOOIGtion, Inc. LA Ol0 IS-O35.,., /n/1 p♦m m/27/lJ 4268 weslr0ods Drive5sa\'test DRAWING No Porn Beach, FL 33407 70NAL T-0 ITI W4RA A TTtloP.f:FLON -� �7 A lk, ( 44167 /-IVAL1 PRIOR.v — I/4 P I OR i"FCCN INT'l RM MINCEO ' � I IM/REAa/F]ORM TECHNOLOGY - Oi TNRFADED MG i E wa WOOD HEADER• (SEE SCROx" ON SNECT 15) wt y 1 EATBTING AUN, �N t!' , t 2'%4" WOpO yI+71II'{ ( HENER REouwEo oGs n 1 uASiy N �i� I �•— 1111 MBE (D AND T ola 189 alaEsmap 1 % HV WALL HEADER INSTALLATION 214' LONIY (SEE SCHEDULE GN SNEU lq nODD Port I REOb. L 1 �,LEs.�S^ Nut . y `r.i✓ nNl$H I� N OR _ • V WCON�TM A MCEO MREFOFORM TECRNDLOCY rW/ 1 1/2' NO, PENETRATION at "WED AREA TO EXISTING �' WOOD M M (SEE SCNEWLE ON SRRT IS) 1 MN SoVkAOC I � IH'a-]ON/s• 5s vNUTS¢ "@ SCRnVs N/ 1/4'-ED NUR Gas 1 OR �i 1 h` TIN I ~— rV' e 1T D.G I g o E{ I t ONSREET Io rw s° E%IQJkSS--4 macs Gra.f,� . If 6 11{ II1R11�11 L , • s I I I WAEE r f-1 �m5f7 I I rvAu `II{R�f I� I I 1 OR ®� FINISH — EgStlac mw. I HE4Deji REOUIREO mm 4 I ,4 y1( �.:r lI'a TI o;I OR TAPCON WITH %WANCE➢ i SEPARoIoN t0 OL65 I ) I—TRRWMRM TECHNOLOGY W 1 12 1(' i� -�� Mtn PE MWICN Or TNPCIDEO MEA TO DOMINODOMINOMM. (SEE SCMOME ON SHEET 11 OU55—( ) �y { I 7 Mow WOOD HE M. 11' (M WFIEDOE OR SHEET ls) 214" CONT. SRl OHV WALL H AD R INSTALLATION MTE REOG. @HV WALL SILL INSTAL11 I /1 MIN SEPAMRON TO CUSS IX� (EEE SCNEDUI£ oN IT4EET II) 1 $EPAGTb4 TO `uL155 (SEE S&aeui.E ON SIOiT 11) [n5Tln5 t � � L 3 3 r. 1/CO-20x3(4' SS 1/4•o-20.3 4, SS 1 MKRWE 5< M W/ c Fee 0O W/ t Ir 141 4 1 . USING 1(4 _20 NI115 ) .I O v 0'W ¢T REO'D. I/4b ToCON OR TFPCON WfDI /,pJM•CEO TRREAOFORM ME NOLOOY W/ 1/2• 3; IS, PENET uuIpN OF MRUGED MG IM PLIWODO .. -+• ME SCNECLa: ON SR£Ei IS) EXISTING 1/2• M'N. CD% PEYNOCO REO'D, e 1 I 1 + V.•o TAPLON OR TAPCON VRM Ap Mao E 4 CONY. TRRiAOrORM TECHNOLOGY n/ I 1/E' 5RL PLAY[ v FERVIR NGN Of TRREADED "REq t0 I/a•P iAFfAN OR ((Oj[: "Go II C"ot" W000 H£/DGI. TAP IN q'RN AOYgNCED i-SEE SHEET 4 FOR TYPJCg I P (SFE SCMWIE GR SI¢ET i5) THQEADIbRM fECNNOLOGY EHUTTEP ASSEMBLY L._. _{ I I i': iI x'A1E FWgN I,✓ PLWADO REO'0. SR\' n/ I(t" uw pCNEOU➢ON OF 3-NCUMMG SEOR04S GN BE wµl rvn MRFAaFD ME). INTO PLW.DOD CONBINED IN ANY WAY TO (sEE sC„mIL ON VVET 15) BIDT "NY INSTA WN. ®HV WALL SILL INSTALLATION © BY —WALL OLL INSTALLATION ATION ♦ 1U LIN}}[[AIwRs Gr or r � BtA)E R�Aj ON sREEF Ip T! o]o» Pulse. Nc FLORIDA BUILDING CODE ci Nan High Velot Hurricane Zone) 0E017 EMIERN MErk SUPPLY, RIG. Ns�wi BERTHA MV "N' E T AHVA IL ECO,,,�. A.S.S■A. Accordion Shutter System j ( ? HV. 13AOE #1 W/ ER W/o HV. Wt'DON RARE TILUT TESTING A ENGINEERING COYPANT American Shutter Systems n. DE:GMmw o"rc w4AN IM Ec crass N.- xa st zM. ,cs, „ecNn wmL,q FIORD,vI Association, Inc. 1 Fame; OOs )I- OLD Is-CBs ( N Isw. re,: pDs)ml_Iu1 4y68 Westroaas Or'rve G West Polm Beach, FL 33407 a DRpVANG No fA l�inC%nAiG WFLOR=Ik 141161E 4 %_to% 0 WALL. FgFSH — '— SPAN A " � •� "• a•v wE t:aau A 1 G S S 1 FOR MA 1/a•D GR & DESIGN LOAD FOR INSTALLATION WITH B Anc 1 s A u n .1 UNISON NTM`cOUMTH TMCON MM �IANCEECHNOLD a ((LT ) EQUIRE �r-T�-� r--E EO !• NH: W'/ I t/2' TECHNOLOGY W/ t 1/2" u„. PENETMLroN Or THREADED O REQUIRED. Sffv A] REOUiR[0. OSIRJC1U 1/fa- ';Q Ss. Ji •-�I-- ME (V DBE ) nREI TO ' EMsfNlC WDOD HGADEA, 1• M'vt NG KODUAa! OF EIOSTNG NODU DEAL J PHILUPS iRu55 IRA.O TO EE CERMCO IN / / A MACHWE SCREWS ' (SEE SCli�A1tE ON SHEET iS ) 1 REGISTERED ENGINEER GR ' J W/ 1/P-20 I NUTS ARCHITECT PRIOR TO EC �1 _.,._� ErtSRUG WOOD 'E 19 I 0 12. 04. SMUITFR tnsTA TNN, / / / � 1/2• TRUSSES OR Y 1jj / 1/2• R6IER O N• U.C. REQUIRED • ` 1N THREAD W1M ADVANCED / / 1 I MRFADrOPM IECHNOL00Y 3j _ 3 -> 'F i l .29Y J •' "� { Y a, I ++_f M1jl _! Naz 1Y/ 1 1 j• Yin. FENEIPATW! , OF E0 AREA 70 -iC (Isil/1• -E EO- 3/S' M MR. 3/a uez LNK. 1 •ylI-OPigtU( EaShim =0 HEADER. P " . / S.Y.S. I � •r.1•vl/e• CON. A . TUBE •r 1.'F•rK'u I qc'y ISLE SCHEDULE ON VW is) E O'S• O.G 1 or 1© or IS I I or ©or © (6063-TS b kL SCREWS TO R Eb G YR! 2•„• I f-. 1 ER OR igU55, LOCATE LAG SCREWS AT HEADER REOD I MIOWOTH or EMs11NG h,O, GU Is II MW. SE➢AURDN TO GLASS j OPEN HOLE AT EACH MEMBER. (2• Y'a1. N016Mt ( (SEE SCNmMLE ON SHEET Il) E% NG I Snuo TO ACCE➢T GLASv �111 M I j CInIRR lre PEOlIflFA¶ON 0 1XRFADED AREX VALID 'I NI Ai Of IS 3 FOR HV WALL HEADER INSTALLATION �SIFII:JIy TONS WITH 72D0 uM / . OE LNa Av3 �, _i W-O' MAL v IG I OIW9EII �9 W."p I O • HlsrA:.Anoll Is WILY V. l Y 9,Qsmtr OR ® 1 11 Tw RAS 0; W 1 a•�®k® FOR WOOD W/ UN, SRECMR GRANNY Of 0.50 AS ODMGIIS ]-40JNING SATO W BE 9tK0 W ux WAV To suT AM wnuunml. +,T HV CEILING INSTAL ATI(1N OR ® PIN ♦ TIN OR SOUMMN E Nw 2 �oR Eov U V CEILING S L T 0 1 ---OeR WM SEPa EOU TO Guns ( (SEE $CV£gRE ON SHCEi 11)\ .J �dl10AL4M 9FM Im �05 T I I EMSRNE UXES--j 9p:1 1a I \ 9N.tSe9Qy �(OSENESS WLE ; T \ ¢i ) j 1 T ALTERED Tl- 1 I I wAE� i LLCARON l l 1 I B I I p051MG nMSN 1/4. ©• 1 ]A 1m1 ND,. 7 ]A M xIX OVSS 1 . W45HER WASHER HEAD TI(' I I 1S OR tREOIatM 5CR[WY O 12• w< DECK MOVREO (NO FOUSH OECx (0No FTO - 7 _�-1/2•- ,^1.� o _1 / 16 oUCAB E MDMCARIE GO:= OEOt U � ECCE or O[Ot IH•P IaPGON OR Aqe 1 L .� WISH ADVAND •PURE i/a•P-20,3/1• S.S. - PMLUPS MMSS ME{D =3 .N1K�� CHWE SOMME -_, A+PMrAOtE ..�---� f 1f A�PUCA91 i ��- 1/a•D TPCpN MRTAP MR TO TECHNOLOGY SM1I 0 'REO'D_. -1� w/ 1 I/2" Ile. P(iIETRAMN W/ 1/," M tNTS JJ/ Q 12' O.a. 1/a•P TAPCON OR VUFCON 1NT1 ADVMll MREApfORYI OR iA+CON tV1iM ADVANCm THREADFORI TECHI2MM W/ 1 1/2• UK 2• MW, CA MRFA7E0 AREA TO li TECHNOLOGY W/ 1 1/2• Min. PENETRAT.ON OF THRfMSO 2• MIN' PENETRATION' OF MRWED �.. [MSTING W0p0 HEALER, AREA TO MVRG wco0 HEADER. (SEE SCNEBU[ ON SNFEI 19) AREA TO COMO WDDD HEADEQ (SEE • (SEE SCH9NE W 51GET 15) V HV WALL SILL INSTALLATION • SEE U. N USE TOR v �G6LJD W*HV FLOOR INSTALLATION SCUDME ON SmEn 15) O HV WALK —OVER IN TAl I eTION FLORIDA 6(11LDING CODE Nan High Velocit Hurricane Zone IF ell" y1•' 11GE �f02017 TNTECO. W- ---- NSF''? G•r 2017 EASTERN METAL SUPPLY. INC. = g IL EC O EMC. t= BERTHAVTM ` A.S.S.A■ Accordion Shutter System I f Itv. I�eBE p1 w/ at W/D Kv. W1rmx tu>� p;dt�American _, TILED TESTING a ENGINEERING COMPANY •••. i . x Shutter s stems otscnPlun D.rc aRAxx .n Y; slc .ly. VFCNO Wpog, FWD, 3111Assocloflon, Inc. I OLD I5-085 Dr: Le. 07127/0 wm 07/27/17 PNDn, : (=)571-1350 . fa : ]OS )1- (" M 1531 % S,/•J, .......:•�\a`4,11L` LLD O4e0"is Weat 2Palm7B Beach, SFL F33407 DRAWING No PA*Na AEN ] ,.• WASM A TEIR JI PE a 17-107 P.E. SEAL/SIGNATURE/DATE ItoRaA LW. 1 µ1e7 5 SIiEtT D 17 OF 40 1 END INSTALLATIONS rti HV BLADE OR 9 WINDOW BLADE INTO 2"x4" MIN WOOD STUDS 4@ oo-o-;s•a- c•a-e•wzat� ENG CONNECTION DETAII(QDj .] a.r.1a6 ail nrwm a —m —T ND ONN CTION DETAI 80 /_W"a raG 009.1 a h a 19: � a� a aios aalr'mq .vm6. •m rwrur �u..wu"`dar�o-r aI l+av]• sas. ttn� a 4•v wm.p ro � �awcdlarc u F•ND CONNECTION DEW @ � RVF.Fo p¢f t(q 1D M VLR4 MY .Y-P SEE OMRATONS OF USE FOR SIAOE r aN SHEET 19 �- rr t * ENx'v � . WATI WC /nAw P>01] Tartm. wP. LL E C O ASSA ■ ■ ■ ■ ARISfICCD SI1MNOf SYSfBTD3 ASSCCIGftOnr INC. 4268 West,O , $]Iva West Palm Beach, FL 33407 ®2a1) FASiEIVi NETZ sj;zy. P:G. VIM B rS Accordion Shutter System NV. BLADE g1 W/ OR W/O HV. VdtEID•Y BADE TILLIT TESTING A ENGINEERING COMPANY aUf xw. P6v. s_ sro. af. xnarn ew6ms, nyya ":6 I.: (WSRe$-ISW . rw : (5mj8"_Iml a °° wµ1ER A TILT Jc F2. ]LOR06 Ek. 1 44167 lY N 66zcrP•naa c6tt aawm+� Ea . N.D 15-085 ] a EE�ORAYJING No ' %_' 07 9 pp bf 9 9 9 91 9 91 9 9 9 9 91 .__ra+ NEa.6FElNCNTs) y + YP TOP k BOnOY Ex�Siwc cuss ELEVATION YM sEPePAAw Tacos ulmAE ON san TI Kxi BsaE® 1 TYP. �IN�� �� I TYP. NOT SYN CENTERYATEs zi �"� W/o (sE / W/ 2 of s E A Mw[) ~ of 1AI ✓� 020I7 T6nea. MG ILL O. TIWT TESTING Ar ENGINEERING COMPANY ) Y• J61. Iu aY+caa. e:cua v (m5)e)1-Ism . Fm : (sD]I5:1-ISJi mw: el%POod<w� � e- E9-wo6nR F= "0. am" PREAYftE RAiN6; aI'M - Ilk w.l. 2 YAY SIMIFH SPA b 96' J. ANILWEa uOuATeAm A k. O a N ON SHEETS 6. ]; AS WELL AS QQ}}YaI`"e` S Y. % T.YY(y.wh M ON 92EIS 16 At 17..�y� N �mRitxM ml1U5i fiE M4 kae AT l YWfK�<ellllePID P1M 1 k 5. (A) KI WW WII &A6E SWyy kp,Y NLkw A YAtMW OF 5 OPQ:Ma] (J'e HOLES) FOR © PER1 AT SPACINGS SIIaWN ON SMET A. (a) YM. CIFAANCE EROY TOP OR BOTTOM MICE OF K2 WNOOR BIADE 1Q OF AM Jb N1M MR! ®SIvu BE 12-. (C)=p (i/�I o" � W-MJ EIR FROM AMROS AT E YAr BE W (0) W )MMA ac'sE 9'AaR BE USED µFERyeE TO A SCUk M IAAol( TNR6WI m SINT1ets "M, (E) 09M F D &WAn M lfiSl ApYCn1I TO A S W S"o, I AT LIMat SRK OF INOI. (Fl IRTCMBptW[ KV WNDO'Y (ui g V WAUEa 60 nJAj TIbS FKE all 00TRIOR OF ME WEN2IG BRING PROIEGRO. WMiNDT4 NY YO]T BE MY MTAIUD AND tkCKfD USMfi A IN SFT1PlG TWI, ppkABEp RY ASSA INC. 6. SEE MMR $AONG $ ➢ M FDA INSIAUAM S IMe PTUk FlUY[ OlAwas ON JTRET 15. AS i,%vTO BY SPAN AND aL9aN EOM (SEE NO1F5 1 A 2 ABOAQ. T. SFE ANCHOR WACRIG SCNEgItE FOR 06TAWigNS iN1p PdIRED CONGiflE 01T CONKAETE 6EOei %All ON SNEE6 12 k I) AS UYnk W SPAN INe kESWN EOM (SEE WITS 1 a 2 MOM. B. YM"WY ] APAnON TO CUSS sOalD M ASIY E-111, MND 20.YE YWIYUN WAItUION TO CIARe HRU ] • 16n' • TEEINA ayyOCIN R^^"'TES �''2W/ 65(E7fTERIOR ONTVT AND W1 24 OR 155((SEE NOTE 4 ABOVE, ,a Ka 6 ( ��\\\1 y� I AwS.S.A. American Shutter Systems Association, Inc. 4268 Westrkads Drive West Palm Beach, PL 33407 KY. MADE #1 W/ CR W/0 H.V. WVING No 17-107 •.. 1/2' Gass• nm t_ IMMO —I u Asia -69a GOGE m M 2- Umci EO u Mum. SNM AT Ai IV 16• C.0 O I/] U a/.-• n ./r. omm- N" unI 43c 430 ' cart. 0+tv. SITX IIM41K PIAvxE>. I e s• 0.c. 0 6' as As]v A-sv 000E w W.- G-co v (8u1 I I/2' M is REK w i EASIRIG FINISH 13gf- G IXIFApR rAtt AS APPUWIlE v U6PNG LiASS i MIN. SapA LION TO C S (SEE SCHEp:lLEj I a/.•. n I/r. o.0u- narx aGv� nbmmG RNISM caR. Guv. srfFl =4, Owu,[ti! As OPPUCa?{E Guvuvim FAsnnm To sro0s w/ (a /6np ra FVX ON` 43c 43a i " & UnFWOA Att 1 la 6. O.C. 1 korL 9 * GENERAI LIMRATIONS AND CONDRIONS OF cc FOR BERTHA Q) W QLA?E A ORDION SHL91ER S_EM INSTALLATION TO METAL STUD WAI IS I. MAX. A.S.D. DESIGN PRESSURE RATING: +75. — 75 (psT) 2. MAX, SHUTTER SPAN: 84' 3. ALLOWED MOUNTING: M6 ON THIS SHEET. 4. ONLY ENTERMATE 21 W/ HN LOCK ARE ALLOWED WffH 21 ARRANGED A24 SYMMETRICAL LAYOUT. USE 0 (2) 35 (6• LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT IOR OR INTERIOR ACCESS SIDE OF CENTERMATE, on I �.a Ic u -1 2.0p0' um. 0 p0' ® leiz NOMINAL ALUMINUM EEVE 6063-TS ALLOY SEPARATION TO GLASS QCHO II c My WIND ZONE MINIMUM ASTM E-1BB6 SEPARATION TO CLASS I THRU 3 4 4• �W #* BLADE SLACK DETAIL HVF IS g -_--_-- I/2' FY 3 ALSO VAUD FOR CENTERMATE 21 APPUCATION WITH BLADE 1Q -. 1 . 0mas- IwcK u - =`YnIaC4;'' 43b 0 6' O.C. n. ASIM A-65] GRADE Ap `SW ,-,£.�M�_ .; S AT IV o METAL 61Mp5 AT f6. 0.C. M:R � MS WALL HEADER/SILL INSTALLATION C}IS1KtG APPMC�� �(IYP. roP&earw) I AL -zEY611NG CLASS .j4. JL 43a 436 43c` 1 SYMMETRY SYMMETRYCAL ,• , - CENTERMATES W/`' + ,'CENTERMATES W/ ` wx. sEPARAnaN vAFeEs TG cuss r (6' KrI j ffm 1/2' MAft BUCK I y .X LENLRI ♦ I' ® 1/4"8-203" 8011T MUST PENETRATE +�I )sp- r 1/4.0-20 THREADS 43c 1 /4"p ELCO CDNSMUCTION PRODUCT$ FAB-L0K HD COMPONENTS SCAM- 3/e'- I' FACE LOCAA)EO AT It JI fN HOER/A Di0$ VIEW Y SIDE CONNECTION TO TRACK I)Ql `�: •`icEii's•" :° = 7 ' •� • / i * �g • 02on mRCO. M. IL E C O Ewe. TILUT TESTING & ENGINEERING COMPANY 6ue x... nnv n.. n.,:m, nrcw V8P0,1 nam. f81 po )en-Isx . Fa : {aysJep-ua, -ma: In 712.eem Ep_0xn]In MTV k IWf h. Pt RORM I;c / .167 `�+ A A■a7■S■IIi■ ATadCOD $IIUMef Systems Ass0010!I00+ IRe. 4268 West.ds Drive West Pelm Beach, FL 33407 020I7 f/S1ERN METAL SUPPLY, INC. BERT A HV,M Accordion Shutter System Ky. 9ADE g1 W/ OR W/0 HV. WHIM HN,E N ,��&� DA" MW f t� I OLD I}-086 )/2]/I GAfG 0]/2)/I) •. O •., F + A (pgl0?:+'��`O,I� `d ...••••••••..... i P F GL-X/ ImYlbciner 2 DRAWING No O� s 6