Loading...
HomeMy WebLinkAboutPRODUCT APPROVAL1/4/2018 Florida Building Code Onlinelius�iness & Professional Regulation - — ®_ r. r BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge Stats & Facts Publications I FBC Stan BCIS Site Map I Links Search FlondaP� Product Approval [t USER: Public User Product Approval Menu > Product or Application Search > Application Ust SCANNED BY Search Criteria St. Lucie County Refine Search Code Version 2017 F 389 Application Type duct 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 Senrch Resulhc- AnnllratinnR LF # Type Manufacturer Validated By Status FL389-119 Revision American Shutter Systems Association, Inc. John Henry Kampmann Jr. Approved HistoryCategory: Shutters (941)922-3854 Subcategory: Accordion -Approves oy UbFK. Approvals by UbFK snail oe revlewaa ana ramlea Dy me ruc ana/or me commission it necessary. Contact US:: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Flonda Is an WEED employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Aaessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response M a public -records request, do not send electronic mall to this entity. Instead, contact Me office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant 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 addresses are public record. If you do not wish to supply a personal address, please provide Me Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product approval Accepts: ® ON Credit Card Safe MA! hftps://floridabuilding.org/pr/pr�_app_lst.aspx 1 /1 1. BERHA N.V. ACCORDION SHUTTER SYSTEM! SHORN ON Me PRODUCE VALUATION DOCUWW (P.ED.1 HAS SUN VERIFIED MR COMPLIANCE W ILCORINOICE WTM THE 2017 (GAh EDITOW) OF ME ROWS BUILDING COOS THIS AC ORDDV SINMER SYSTEMSILAIL NOi BE OJSTAILFD AT IOGH VELOCITY E ZONES. DESIGN RIND LGADS SMALL BE DETELUMED AS PER SECTION ISM OF ME ABOVE MENTIONED CDOE. FOR A BASIC WIND SPEED REDIIIRED BY THE JUR50KTION 1G,,, SHUTTER WILL BE INSTALLED A DIREC110tIWtY FACTOR NO-0.85, Me ASCE 7-10 AND SHAL NOT EXCEED THE M.AWMa, (ALSO) DESCH PRESSURE RADNGS INLTCAT[D ON SHEETS 11 MRU 15. 19 & M, W ORDER TU VMOfY THE ABOVE CONOOIOH, oM=W DESIGN W1N0 Lear" DETEDYIHEO PER ASCE 7-10 SMALL BE RRST REDUCED TO A5.0. DESIGN WAND LOWS BY YUELIPLYDO MDII BY O.B W OROFRTU COMPARE MESH W/ MAY. (LSD) DESIGN PRESSURE Rava; WORMED ON CHEER 11 MRU 11 19 & 2G IN CHOSEN TO VEROFY THAT COMPONENTS AND ANCHORS ON THIS PE.D. AS TESTED. WERE NOT OVER STRESSED. A M IS WCgEASE IN ALLOWABLE SME55 FOR WMD LOWS WAS 21DL USED IN THEIR HDOEVER. A WUND DURATION FACTOR GO-1.80 WAS USD FOR yGNUK,/DON OF FASTENERS W WOOD. BOMA N.V. ACCORD" SINNER SYSMtS ADEOIALY' FOR WINO AND PLACE TUSSLE IMPACT LOAD ILLS BEEN VERIFIED W ACCORDANCE WTIN GFCnDIN 1G09.la DF THE ABOVE MENTIONED ODOR AS PER AM REPORTS: -HV BLADE 0 10214.01-03. /0715.01-NET, /1001.01-05, 1121441-OM, 031742-0. JOHRILO1-10 AND /0210.01-11 AG PER fAS-20,. TA5-202 AYD TM_= PRce e S ANG AGM E-AB86 AND E-INS nAlack rs (IILSSRE LEVEL D. MD ZONES 1. 2 & 0) & /122D01-10 AS PER TAS 201. 205 G 20 PROTOCOLS LADE NSSOE. -HV WNDOW BLADE 0 IOM-01-M 4 PER ASTM E-1886 AND E-HNO (OSSAE LEVEL D. WMD ZIX0, 1, 2. 5) BASIC PROTECTION ONLY AN, / 0]25.01-BB AS PER TM 202 PROTOML 2. HV BLADE() AND HY WTNOO , BLADE 0 ARE ENCI EERED'TO MORN PI UNISON WAIN EACH OM ER UNDER ME GENERAL LWATONS AND CONDIIIDNS OF USE DOT.UED ON GREET 19 1 BERTHA M.V. ACWROON PMS 0" SCREWS), USED AT BLADES 1W000E AND FOR DIRECT MOUNT CONNECTION TO TR40M SHAM. BE /14a275' AND #14.1.75' RESPECTABLY. 4M-Hr WNWUY SERIES SGOIESS STEEL. SCREwS MAIM LU.O MI WEND SIRNGIH ND I80 loi lENSIE SfIEFNCIII. PINS SHALL BE COGED WMH BERTIN hV DACRD HM CCAIWG SSTEM AS MANUFACTURED BY APPROVED CMiMO APPl1CA10P5, REDISmED W1IH AYEMFXI 9RIf1ELi SYSTEMS ASSDCNMON. PINS MUST BEM THE NY YARNHO ON THOR HEAD 4. ALL ALUMINUM EYMU90M5 SHALL BE ALUMINUM ASSOCIATION LLN AN, TnIPER AS INOICAIEO ON SHEETS 2 AG O. MINIMUM vMG Sn"CTN FOR W0 TB ALLOY a SOLO IMP AND =7 IW Far 6005-YS ALLOW. 5, ALL SCAEAS TO BE SWINLESS STEEL ILIA OR 516 ANSI SERIES DIE Cccarra N Fac,,,Aa COATED GI✓B<RN STEEL AS PER GM SOON, WITH W W NOC YBID STRENGTH AND BO IMP YW, lFNa4F STRENGTH. SVLL COMPLY W/ FLOM& BUILDWAG CODE SECTION 2411. .4. B. GDLTS TO BE ASTM A-307 CALVABZED SEn, OR AS 504 OR 310 GERMS STAINLESS STEM MAIM 55 IW MINIMUM WELD ,,M 7. SEE THE FOMp.1NG SHEETS FOR ANCROR SPEWOAM UG: W GLADE 0 1 12,1114.15 AND 20 HV BLADE 0' & B Y.ODUNG IN UNISON: 12. 15 At 15 B INS BERTHA ILV, ACCORDION WOMEN SYSTEM BEARS A US PATENT /e779.582. COMPONENTS OF INS APPROVAL. ARE COVERED, W me" OR IN PART BY U.9. PATENT /S4M.,79 1,,R, TO EASTERNMETA. SUPPLY. WC. 9. a GMAL. BE THE R6PoNIY 5®IUOF ME COMRAOOR NOA9NHY THE SOWOWHERE NESS OF ME STRUCTURE ERE SOlim IS TO BE ATTACHED TO INSURE PROPER MOIDIUDE WNIPACTOR TD ALµ/CAULK ALB SHATTER COMPONENT EDGES WNCH RELON. MRU FVGTOONG IN GOMRIUOUG CONTACT wTM THE SUUDING TO PREVENT W1ND/IWN INTRUSION. 10. EACH UNIT RISE BEAR PERMANENT LABEL W A VIABLE PLACE wSM WIRI.RO NOTE. DOWNS PERIODS OF HURRICANE WARNRHIIS HMLE DINNER. TENANT. OR OTHERS, MAST PROPERLY GIDSE ALL NV AID HD CENTEH1N1E5 AND ENGAGE OR LOCK AL HV AND HD LDCHIS. 11' SHUTTER MAIBACNREq'S Me SMAUL BE LOCATED ON A RFWBY V S8LE LOCATION AT ACCORDION SNOMFR W ACIDRDOKC WAIN SECTION t709.9.5 W TT,See, BOIDMG 000E ONE LABEL SHALL EE PLACED TOR EVERY OPENING. LABELING TO COMPLY SAN SECTION 1709.9.2 OF THE FLORIDA BOLDING CODE 12. BENENA NV. ACCORCON SNEMER SYSTEMS INSTN411ON SHALL COMPLY WITH SPECS. INDICATED IN INS GRAVING PLUS ANY EURCINO AND M,,,; fECUlAl10N5 PROVIDED BY ME JVWSpC11pN WHERE PERMIT IS APPL10 TO, 15. (0) THIS P.ED PREPARED BY MIS DIN MEER S 006AO AND DOES NOT PROVIDE INFORMATION MAN A SITE SPECIFIC PROJECTS La. WNETE THE SITE CONDITIONS DEVIATE. EI,, TIE P.E.M (h) CONTRACTOR TO BE RESPONSIBLE FOR ME SE ECDON. PURCHASE ARE INSTALLATION WOUDWD MBE SATETY OF THIS PRODUCT. BASED ON THIS PEA., PROVIDED HE/SHE DOES HOT MUTE FROM THE CONOTgNS DETAILED ON Me DOCUMENT. COrSMIWRPN SAFETY AT SITE Is ME CDNTRACfOI'S FE9gt9B011'!, (0) MIS P.E.D. KILL BE CONSIDERED INVALID W WIERED BY ANY MEANS. (C) SITE SPECDTC PROJECTS SALL BE PREPARED BY A nDRDA RnL'ERED BROMEEN OR NKVIECT SIMON wL BECOME ME PNCINEEN OF RECORD. (E.OR)) FOR THE P MGIECT AND YMO w1LL BE RM. SIBIE FOR NNE PROPER USE OF THE PLED, ENGINEER OF RECORD. ACTING A5 A DELEGATED ENGINEER TO ME P.E.G.ENGMED, SMALL SUBMIT TO MIS LATTER ME SITE SPECIFIC DRAWINGS FOR (a) GRIGVUL PLO. SHOE BEAR THE DATE AND OWNUC SEAL AND SIGNATURE OF ME PROFESSIONAL EN41NEB1 OF RECORD MILT PREPARED N. MIT TRIECO, M. �/{� IL ECOEEEa. 6111TC, TILLLT TESTING & ENGINEERING COMPANY p APR• x.W. 2ex, u ISM. w1; AWGaxA av&Da Ewa v � PAw : (.1p5)071-1510 . Faa : (]B4)9)1-1EJ1 Y QkA`, E`_D A wATEA A IIWf J.. P.E t'L•eH.LCIAYAAyI�me/n4Tr FLORIDA Uc 1 4067 GENERAL NOTES SIGN 1 SYSTEM COMPONENTS 1-20 SHEET 2 WHOM COMPONENTS 21-57 SHEET D TYPICAL SHUTTER ASSEMBLY U-44 SHEET 4 TYPICAL WINDOW BADE & WODOW DETAIL aace 2• HV BLADE (p AND NV VANWW BLenir QA (WHERE APP ICAB E) TOCAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET S INSTALLATION DUALS A-F, CONCRETE/BLOCK SHEET 6 INSTALLATION DUALS G-M. CONCRUVW.00I SHEET 7 CFNfERLW DETAILS NV SHEET 8 CENIERW7E ALMRNAVNG DUALS MV SHEET 9 END CONNECTION DEVILS 1-0. CONCRETE/BLOCK SLEET 10 MAL0IUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & GLOOC SHEET 12 ANCHOR SCHEDUE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS �M-R. WOOD SHEET 16 INSTALLATION DETAILS S-L, W000 SHEEP 17 END CONNECTION OETALS 7-12 & L. WDOD AREA w' HV WINDOW 13ADF Q SHEET 18 ONLY MPICAL SHUTTER ELEVATION SHEET 19 AREA 4E HV WINDOW RI ADE n ON INSTALATON DETAILS. META. STUD WALLS Y SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 37407 KV. BLADE Shutter BY SO ID R e COVERED UNDER US PATENT /5458179 OF USE OF BIA9� ON SHEET 19 OUALIFIED FOR USE W/ HV t-012' p 8]0 1.000' HV CEILING HEADR Q11 FlED FOR USE W/ HV BLADE 1 ONLY. SEE SECTIONS FOR VALID 6063-TG ALLOT AND TEMPER - ==11�pr�1 00M- W/ HV Aa •• 3ONV INIV R A OAT R QUALIFIED FOR USE W/ NV SLADEQI 6005-75 ALLOY AND TEMPER HV HEADER/el QUALIFIED FOR USE W/ HV. BLADEnONL 6063-T6 ALLO AND TEMP ALUMINUM ANGLES QUALIFIED FO$ USE W/ HV BLADED ONLY. 6063-TS ALLOY MO TEMPER OOUM IEU FOR LINE W RV 6063-T6 ALLLOY I ADTEMPER_ @) WALK —OVER TRACK QUALIFIED FOR UJE W/ HV 6063-16 ULOYEA(IN70 TEMPER LOfIPN.'EMf A p TI T2 ® 2' S' YAY 0.ID2' 4192' 2d' ]' LM16 oleo• 0.100• ® 2• 6' RAY 0.1J9' 0.131' O5 HV9(r/lg(r STARTER OuALjnEE jOR USE W/ BLAD600-76 ALLOY AND TEMPEN S2C 042 O9 HV TRENCH TRACK QUALIFIED PoR USE W/ HV BLMEn ONLY. TEMPO 11 HV RAINGUARD OUAUFIED FOR UU(��11))E W/ HV 6063-TG AB0.�OYE I TEMPER. ,,1' \iV,••• •E(�/�� 42on T4TrG0 Wa 02017 FA31EIel METAL sOPPLY. Plc 1 E C O EN6:. ASSA ■ ■ ■ ■ Accordion Shutter System H!DE 1 Amartean Shutter $y9}GTOTIWT HV. BADE 61 W/ Q2 W/0 HV. YdIOUV TESTING A ENGINEERING COMPANY . A srnvnex wT[ D J3� " Association, Inc. Wtls Drive OwD To DRAWING NLo teSATE 6, 4S,..� M West Palm Beach, FL 33407 O:_i'•`Rie•GpeANT17aHeeHr11!flD�C(pTA.�A�r'w�Air,11,*n�rF r A M"a, 0'R0RM W. / 44167 7T00 17-10a _ 7 n � PIA! W FVOHY [UW"ON a © wl LOCKER FOR "T" LOCK fONLylI �OUALFIEO FOR USE W/ HV BLADE 1 ONLY QUALIFIED FOR USE W/ W BLADE IOONLY 6063-T6 ALLOY AND TCYpER 601l ALLOY AND TEMPER 3 QUALIFIED FOR USE RV BLADE 1 @ q p 8063-76 ALLOY AND TEMPER ® LOCKING ROOD QUALIFIED FOR USE W/ iN BLADED 8063-T6 ALLOY AND TEMPER )INSTALLATION WILL REQUIRE A 7/1W 6063-TB FIEO FOR USE W/IN GLADE IISEB& 600-TS ALLOY 0 TEMPER f1/2' CIN'P FAHV 0 ISI 04 C C THILIMRSCREWS QUALIFIED FOR USE VY/ HV BLADE 1Q �HV EGRESS IOCK QUALIFIED��O0R USE W/ IN BLADE L!.) : ® ONLY. 9' 1Pff AFTER RIVETING BEFORE RNEG (] -T3 Ala» VR¢ I'L'ME TRN M All MM`tIF Nm BY A I IXr. YA JPS[Y OAN M VWI, RNATIVE LOCK FO USE IV/ LIV DE 1 ONLY. ae]s• M. I .Ixs• YA.. lIn1YBNwV � GER . ] lY CYWIDFA 1.]8 Yuq ® NO LOCK Of MGM HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOU. QUALIFIED FOR USE W/ LIV BLADE lO@ 0 1T11�Ll'l IfIl i AL c ✓� * : /. ! t j * $r O2017 TILtE[0, M A.S.S.A. American Shutter ST91ama ADBQQIGIIDO. IRa. 4268 Westro0ds Drive West Palm Beach, FL 3340,1 02017 EASTERN MEFAL SUPPLY. WC. T n Accordion Shutter System NV. HA E ®1 W/ at W/O HK WIN00N BADE TILLIT TESTING 4 ENGINE00NG COMPANY Sea s4 6w. MIL NAWA6 Gwroa now.T v1 (3as)D)I-Im1 ®mmSeO i' iLW W lk. / N16) 1 15-OBS T I WR 0)/i] 17 S n. ZORIO�• ;a ,YdA • 1)/l P F •TTid1��RlMA�IIOAYlllnli ORAW71NC Ne% 1 " -t 0" 4 SHUTTER ASSEMBLY SCHEDULE FOR HV M HV IQ HV BLADE 1 ® HV BLADE 1A ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870'x3/16' THICK NYLON WHEEL. 0.188'0 NSI 302 SERIES S.S. RIVETS ® HV 1 3/4- ACCORDION PIN W/ 88 HEAD ® HV 2 3/4' ACCORDION PIN W/ 88 HEAD 'A © POLYCARBONATE IMPACT RESISTANT HV WINDOW i Pl� wm�ff OUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR HV ® BLADE. EXTERIOR FOR ® ® or FRE NOTE TOR P WIR[YENTS) TYPICAL SHUTTER ASSEMBLY TO.s (2) HV PIN ® MAY BE USED IN LIEU Of ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV iD caas4- BLADE WHEN CORRESPONDING TO INSTALLATION 'II', SHEET 7. 04 . (3) HV PIN ® OR ® W/ 1/2' O.D. 1/16- THICK S.S. WASHER OrP O SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET EL CARRIAGE DETAIL BUOES RHIIGaE DYP) 2 O ORI; ® !I ® EXTERIOR NV PIN' ©OR�AT OR NM NNO ( FOR (BEE NOR • FOR PEWIREYENTe) i A�SSEMB, LY I AY,OI=IT OIOST Tanw. INC. IL�EC- TILLIT TESTING a ENGINEERING COMPANY W! ILR ]bA R S. mA N WIXA; r,a,, I Rena rpm)n1-ID]0 . Fm , U051en-IVI ON eels ^As BODE .0e415' 4E95 MV POLYCARBONATE IMPACT RESIcrANT li INDOW GAYER MA4ROLON 3103 POLYCARSONATE RESINS, UV—STABIUZEO GRADE OR SABIC INNOVATIVE PLASTIC LEKAN 103 RESIN (SEE NOTE 'f ON SHEET 19), 11 POLYCARBONATE SOURCES FOR 4 Tnv. nnvnn �F eevhro momv naw erm e emaev McM mar ImpWReU ,an em 0eo 0h' my m/n'• +aau mR smalR ...' AKa w cam R.l r>mia crma.urm aim mca rum... rum w novas. mus Aaea ,sn mcR smmo cu socaR w "ar. °m ♦sa me. re rt.aA, rr n-AYn aloa rn+ mus oa a w R vuI wrz o• a.+ms . ava o-1 aw o-1 wa mr axnu vn olw roro,• am ETAaEffiL .m Olv nrmA mmm..rm .m sv um w aao eu nAst[ F1161 euw¢ R4nma AS1Y ue sal W nm wa A.S.SnA. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Accordion BUOE Al W/ OR I IAWING No 17-107 ,F.. I III1�.1�I��rs*►�en�ff��flll�f� Illlllllllllr�n 1 I 0 I YTF i � i•JIL IIII I�,, II I�L��Y�S,��47fl��il�s'�S� IIIIIIII�;L V' m TYPICAL n HV BLADE SHUTTER ELEVATION N.T.S. 1. MM ll0ff MOMM W1. ONE HV LOCK IS v ® SKA L BE USED AT 1/2 OF MUM Spµ FOR OR /2' ABOVE OR BELOW 4W OF SHUTTER SPAN FOR SPANS UP TO 105', µD FOR IN ST TONS T ANT', ELEVATOR. NV.LOCK ITS ar MAY BE USED /S µ INSIDE OR OU19DE LOCK, ATFMHEO to, OR CENTERMATES W/(2) 1/4"1 A 1/2' LONG MT NEAD EMTON. S.S. Y.S. LOCATION OF LOCK SMALL BE AS INWG SHUTTER EI 2. (� IF D OR FOR SECURITY PURPOSM UP TO TWO HV 0�O� L Y BE USED AS AN MSIOE OR OUISOYE LOCK. CONNECTION OF LOCKS TO CENTERUATCS BE AS IN / LOGTiON L BE AS INOMA ON MILL SHUTTER ELEVATION. A-� /2 TR IlSEO W/IWO NV LMuah LOCKING RODS AAE NOT REQUIRED AT URRICANE POSITION. BUT MAY BE USED IF DESIRED TO ENHANCE SMU TER PERFO MANCE LOCKING RODS OR AN ALTERNATIVE DLVICE / MAY ALSO BE USED AT STACKING POSITION (NON NURRICANE POSITION), i nI YNr a Uf9BE OR INSIDE LOM ATUC�D ro. Q3 CORNER CENIFAWTE w/(z1 1/{ 0-20 ° 1/2' LONG MT HEAD SS. MS TWO LOCKING ROOS I� AT TOP tr BO ON SHALL BE USED. LOCATION 6F LOCH SHRILL BE AS INDICATED ON TYPICAL SNUREN ELEVATION. UAAYUM SNUTIER SPAN SNNL BE DET RYINED AS PER SCHEDULES SHOWN ON SHEET 12. S. pE •ONE ALTERNATE NY LOCK WY BE US5EEQq�IN UEV OE HV LOCK ar FOR ANY SPµ µ0 y E INST TIONS AT ANY ELLVATI:N. AL TE UK.O§ NAY BE USED ASµ SIOE OR OUTSIDE LOCK. ATTACHMENT 66A OF 1/410-20.7/4' SS. TKUMBSC M TO ®SNA L BE MADE w/ 1p'0-2a3p' ALUM. Nit RNNUT AS SHORN ON SECTION HVE. SKEET B. DIVE LOCH SHALL BE USED AT 1/2 OF SNURER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 8. YANDATnm' OOMI1mON +• FDR KF\eLnur •^ n,—•D •— _ ONE NV LOCK e m ®or O SKALL BE —lll USED AT 1/2 OF SHUTTER Spµ FOR ANY SPµ OR 12' ABOVE OR BELOW 1 2 OF SHUTTER SPAN FOR SPANS UP TO Sr. AND FOR INSTALLATIONS AT ANY ELEVATIONL HV LOCK O m O or qq MAY BE USED AS INSIDE OR OUTSIDE LOCK. ATTACHED TO 49 or 0 SrMME114GL CENTERUATES W/ (2) 1/4'-20 A 1/1' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SKALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS W/ OR ® TOP AND BOTTOM IS COUPLETELY MANGTORY. ID +NOTES ON HV "T" OF CORNER Qr.KS AND CENTERMI 1. CENTERNATE 6! . -.wr'u •mu.,< ..., ...... ..._ .......III' VAIM ONLY EM —... _ *NOTES ON HD LOCKS & CENTERMATES: III /. ND / IMWIDCN� ONE /LTERNATE HD LOCK® MAYBE USED W lLLll OF HV LOCKS m Qy FOR ANY SPµ µD INSUUARONS AT ANY ELEVATIDN. ALTERNATE N0 LDCK ® MAY BE USED AS AN 019aE m ONSi[t LOLL ATIA `VSE OF MD =RPF�]y' 10. LOCK BSYB.. AND qS a RFINFON OR 12 UMARf M BE SHO SAS SEMOS HDUSE OF HOD -HODS SHEET 10. LOCK WY BE WSTAMED AT YIDSPAN m IT MN'JYIIM BELOW OA ABQJE YIDSPAH USE OE IODI@1G R005 06 COYPIETELY OPTIONAL ,1�•yjW...••••••..... -�� :: uCENgF•• "9't =17 H.TEW. wL i7Tco A.S.S.A. 02017 EASTERN PETAL SUPPLY. M Accordion Shutter System ' \\\ \ TILLN TESTING d ENGINEERING COMPANY eTaf RL YL et PL !sL wmAY° OAvovA wa• all RAwi,(]O!)OLI-lalp. rw:(a]1JBTI-1'w1L °- ®a ��o WM A A NUT Jr. PI ArnOfICOT ShMHer SyYbT9 A890C(O}IOTI• Inc. 4268 weaLroaaa DrIYa YI Palm Beach. FL 33407 TLV. BADE ®1 W/ lA W/0 Hv. WINDOW BADE aaN, 0°W LL 1 OUD IS-OBS )/2r 1 0a0 02 T/17 _ '•sf/ �\ald\ •._ 0NAL EN„In P.E. SIALJSI'RE/DATE : a DRAWING No 17-107 . 5 SH ET ne �a L POUNEO CRETC ANCHORS (SEE SCHEWtE ON CONCRETE ANCH REa11IXED SNRT 1]) (SEE SCIROUIEE ON SHEET 1]) % /- 177 1© 18 rw w[ (tEE aswlNp®w sm n :RIIIIIJG1 12w14 %�^/_/ 111w ZING-Za]/ E SCAT IIIII faw• u•.. M. a1TOM F Ira as ova I 1 OR ®4 i N. En ASS I aJmm:Q ° 1 ' OteRS-1 I I I EEL ti➢MAL To I tJ A, a (SEE SCMWIE OH STUFFY 1an 1)•' 1 QA ayss� 1 ©HV WALL HEADER INSTALLATION Q HV WALL HEADER INSTALLATION ' KEYSTONE E215NM t Ye4 SEPAWMNJ TO OLa55 W O,ttE I 1 OR �� ( I (SCE. SCHFDIIIE IXI SHEET III)—� L9fmaLweO] F EEL S EDM O TO SKEET 1 1 FYS Wa L Iaam n rm�,ra jFE[NI4ryD1, (SEE SpIEDu1L ON SN[R 11) eimm�pq $ i i OPN01uL o naxu 1: I p• Y•.. �'E D; / _/ Z W E.O. I' %�./ . r 'I 1 \-CONCRETE MCNNRS i / 16 % (SEE eCNEWIE ON SNEC1 / - / �/ I. YMIYNE SCRflKU5W0 / / / • + co,CRM MCNORS 1/r•-2a NUTS a 12. O.C. (SEE SCHEDULE ON 1/r•/-]Orl(r• 5.5. Px¢LPS 14 MACHINE E2•�Ot.C. iro 1] ) / sAD CACSTUFFY Ia) qT�%1'-ta NUR O I COHCAM ONO( RIOULREp Op HV WALL '/ SILLINSTAL (u muE aN CA CONCRETE SLOCI( R�� O HV WALL SILLINSTALLATION oR mr<RacaNw� n xE �01°Rm EQ HV WALL SILL INSTALIATION saSHEE IFORT,PEGSRmER • INSTALLATION DETAILS Wf 1y y�y 2- YOUNNp SECNONS f%JJ SE COMBINED Ix Arn wJ.r To slNr Yrr wsrkJADwc ( O. _EDGE DISTANCE • SEE A NS OF USE FOR (SEE SPEOFIGAIWNe ar5NEE1 1>) ERADE w EHEET 19 „r rir f { Y BLADE •:� • �-: •' GEN - S�. P e MI7 RTCCO, M - -02077 EASTERN NEW SUPPLY. INC. Accordion Shutter System "" vn"n 1�p ASSA TILLTT TESTING § ENGINEERING COMPANY ��NOOn HY. RAGE BI W/ OR W/0 NY. w)mW BLADE • c� •- �RL. ,1` aw Nx. ] Ss Ya ]m. R w ham. MI.AssoGlOTion, afion,° Inc.no. 1 a111 16-085 7m/1 GOD 07/27/17 •T-�i`-T— Pmn.: (linen-Isw., rm : Ew)s71-tan 4268 Westroods Drive West Palm Beach, Fl 33407 2 a DRAWINGNo .. .....r✓ YLIOi A 16Y7 Jn RE. , PE SEAL/SIGNATURE/DATE BHEEi ° B OF 20 E ON SHEET 13) E CEOF P M E%I$ %I f a owls � CNTM 2 INT-71111111111 iz S4E go M WASHER HIM a a 12' O.O. ANCHORS' DULE ON SHEET 13) r APSP�1�icAastE I a IF —E. D.- I gyp` RW ME HEM cWltlim ANCHORS HEM CONCRETE ANCHORS REGUOUD (SCE S EOULE ON SHEET 14) SCHDULE ON SH[ET 14) R INSTALLATIONa.m PSF &%D.NNIAO DESIGNPRESSURE RATING a FOR SPANS PER SCHEDULE /3. SHEET 11 v>w.: ivAR wa T -r Wfq sxR i11M Uwdlri0� S�e fit Y. wx 1EK. u0, / WHf. Sf/UNf-�\ /:SCSI{' HE% HEN ' 1 3 O 12' OC. / 6 I r..rl. iflE SCREWS O 9' O.SS jl' OR 1/{'O-aO 5.5. M. COtSNE1E MIC:IORS yy - 6 .O 9/ /1N3/{' 6a.5. / / ' )' 1/{• Ilf•-NJ/E• 4 w5 W/ NUT O R' OF. (SEE SCHEDULE ON A 1 O S' 0. C. /�I/Jl/ ! O IXF-M NOI9 SHEET 1{) 1/2 : f 4a.. �. %r/ % e Ir an j EDGE of 1/T I7 © .:.. zw''Lw:cawwinE /SAN IF E.D. ]/9' � % fl/ APPUCA&E /. r 01{a3/4 F.1A.SD.S. MN0tETE MC1Wt5 6[[ NOTE Idle) D 6' O.G NN• RO.tlm CY+CA4C POURED CONCR (SEE SCNFOLI£ ON ON SHEET-1 SEE NOTE :3(D) R[CuarD 0 ' REOUNNCREN: Opt SR 14) ED ORUCp:CRETECRBLOCN ON SHEET I MiIGN& POURED REQUIRED REQUIRED© © NV WALL WALK -OVER INSTALLATION eTION ®K w ENE. 0 �TIRN'-'. Fw, I ennu W AI A4RW :PAN fr Y E. 0.. EDGE WAKE t RTHIS E OVA�&E MIEN � DEO 1- SEE SHEET 4 FOR TYPICAL SHURER (SEE SPEpFIG110N5, OH SHEET I]) OEM OFRNaIE E#r * BLME 9C SHEET fOR A55EwiaY 0019." BY DETAILS W/ C) BY BLADE 2- YOUNIWO SECTIONS CAN GE COMBINED IN ANY Her ro sort ANY IxSTAvenox. (:Elf jk A. FROM BUILDING CODE Non High Velocity Hurricane Zone YYf ,� "�j,CENSF:.Y✓y-= Oa01) RIFCO, MO m2017 EASTERN METAL SUPPLY, NC. T Tu E.,N . Accordion Shutter System A■VV ■ ■ ■ KV. RAM /1 W/ OR W/O ILV. WNDM AlME TILLIT TESTING a ENGINEERING COMPANY American Shutter Syahlma N, N I OATS 9RlWp Rn Lc •AAA aus Ne SNA x. w. aoa awcv{• O+RwO1S nORp• ale Association, Ina. I Ow15-Des a //I MATE: 0] 2] 1] w PRm• : (W3)O7I-I5x . Fa. I (SmU3]1-mI 4268 West—_ Dri2 TONAL ENS tlwl W:�pea19 O WORT Palm Beach, FL 33ve 407 3 "HAWING No n/uPPP WKTEA A IALT N. P.E. . 17-1 Q7 OC CC.1 /C:n.I. T: ine /nn2 ftORDAL6/{{1ea OUT IN 7 ®m©•o,r�a�r 10 • ®<+®• @-'Q ©•(D•©m©•C T i ®•®a�.Oe�Ce, 2•u11/e10'-0 O wNcirs 1{4 Yaw:ePLTE 1/2 w® h1/2• SM.. Ga"jjgE /Iod/a• &M.S. o I2• AT EACH AxalE (TTP " I L I C ML IExGNT. sa Nons nv Loca„a Pans ®. Nr Loos p m sm+o Goss INSTALLATIONS W/ J) HV���®a«sNEET s. BLADE W V C OR ENTER TES **�"aEAAa 'OeT5 IMIRMU M1110II0H VAN, BUDEQ •®n a SEE END WA JINN CTIOI arwc cuss DETAI c ON H r,•c (p � w _---- ___________.— —____ (x (SEE ON L V ®n®w©•OO mQ°'Jo •®w 1 a ® OUT I®, {OVA HVB HVC OR FOUR ' O;RE E ©.O.�w©•O. R'olC) Ow®a®•®a©. Jo E'%6RNG aLlSG NC ETE BLOCK WALL r�E;LT SINGLI) __—_-- — __ _l/)_ (O )EOU IN 6•7 (6-6 O•®w iN. SEPARANDNC TE ATES ®®TocW/ HV�OPIWwJ. (SEE SMIN. SEPMI- w RI EMORTOWSS OSII(SEESWKE OPTIONAL ON (INTERIOR) ` our ----------- ------- ---------- �,16; O.c.s3 VARIES rI " V °' OUT 6 I/2• MNf. SUCK (EKRRIOR) �- HVD ouT T,,,I21.,.Y,.Y.�,, HVE VF** t FLORIDA BUILDING CODE Non High Velocitv Hurkone Zone T,E'' �. ' CEN$F •,y'�p S 02017 I W, M. 02DI2 EASTERN METAL SUPPLY, INC " R TM �`• .3Accordion Shutter System � p AwSmSmAs = K-j��' ; •I� ; HV. a"W/ Qi HARE ? ( TILLIT TESTING s ENGINEERING COMPANY Amerfoon Shutter Systems olxwmax PAtt ow,xl er. Le °L ,c'•. Ry PE uss x.. wP. M. a.. sPa KPmw a+Pwa. NaPaA m Assoolation• Ino. I OLG 'D-Des oT/22 n Ph.: (2a.)BTI-IWo . rm : (we)an-Lest 4268 Westroads Driva 2 DRAWING No Le;aeooLT°Qio"m" Wea( Palm 8eoah: FL .407 s I hIIYy IIIN•• MM A M Jr, P.E „ 1 7-1 U7 P.E. SEAL7SIONATURE/GATE. R09A" M°' A 4`I67 a SHEET P a OF 20 - - • -4 21 OW FA�X 0 ■ � w6rt . raR m [aa® . T laat, pro 9Qi } } suva wu wlP-nw pm[ -A 4[aIj vw c MI a¢i wJislm, u[ 1I 01a uwuruaoao mAV` aawr talmA cIR{WIY. m alecr wma m [aw. � Burs maw 6[[i1 mr. wtrrlm W 9•[l 4 I •0-�•�.nY.�. w }w} • IY ruL unaa. t Q HV 'T- LOCK -------------------------------- 10 our 0-20 • T 1/2- S.S.M.S. 7/8.0 • 3/32- WINGNUT. orm i �1. 1 02017 nnm, M I TIWT TESTING 4 ENGINEERING COMPANY esu rot xw m. In a aroma I A Pevn.: (366)VI-IM. r..: (365)811-101 .-m : lilseaaa4eam os-o6o6As wurzn w nut a. P.G ROPW Ila / NI61 ------ ----------- --- hs"mPa INn -- 0) Pros A.S.S.A. American Shuffer Sysfems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 -..vva nwaw av[[O)ma laew.x e wa,w,u mnoawA LM.'gpa..na eva0 a. Ta1T EASR N YE[AL SUPPLI RT Accordion Shutter KY. MAX g1 W/ OR WID H.V. WN[ :V. 06CAImlox 7/tWA] 1 pW I OlO 16-a an RA O a ' A 1 1 CONCRETE ANCHOR 0 1e• o.a r r, 22. EO ` EO, it r ILL�SAT 1 UE In• N. /1O.Tn• S.M.s O IV 0.0 OR -POUREO C04CRETE OR /' MUM CONCRETE CONCRETE REWIRED BLOCK MALL ff / / r OR CONCRETE RE / / BLOCK WALL REORM, 1 F ; �/ F �L%6THC CUSS r l i F r-i r I snNwRrl TO % / soEG1AE w sEn SEE DETAE K FOR WOE CONNECTION TO TRICKS ITO SGSW r m�rsE z- 1 OR Q� MUM CONCRETE OR CONCRETE BLOCK MALL REWRED END CONNECTION DETAI 50 �EX6rrIN0 CULRS uX s%Avvoli I 1 ♦ USE 1. OR 2• uA L —(IS APRICALOE)a! 1/010 A1.2 U CLIP ANQE (E -TB ALLOT) AT mONOf,M (1) /10.1 S.LLs, iCQO (2)1/A•T 1APCONS ANLXORS 10 !T WALL Ai T' 0.0. (IDG1E Ai OR VN' On,NER 90E Oiml � CI TA L O® END CONNECTION DEITAI (D EDIJOED-OREZED f0.0 % WANE E� „l • OR ♦ SEC ILAf(ARONS Or USE TOR BVOE w ENM IS X WALL REOU4®I nsnxc cuss --ri OR 1 • REQUIRED ONLY FOR SPINS GREATEN TRW lY_O• I ©OR®OR(BOR@OR@ VIEW Y PLAN DETAIL X :.a 1`,•�,� r�}('iEN$F •.,• = T * ' • i * �,o `•.. 1`� n° ` oml> TETEc 7E A ■KV. ATae(CCn SbuMer Sys AaaoctGlion, Ina. 4p68 Westroade D&. west Palm Beach, Ft.DRANNG 33a07 _ 00017 &ASTERN MEIu SUPPLY, INC. T Tv Accordion Shutter System BLADE Al W/ OR W/o KV. NNIM (LADE TILLIT TESTING 4 ENGINEERING COMPANY elsa KW. faw s~ N.. .b\ wma cwrcro. Iva. m, Pw..: Po.�n-Ism, rw I (aos en-Ivl n-omn ReRDA Uc 0 u107 r, �yl yrt L` 1 OU) 15- W WC G1 3T/tj S/ONAL ENS ICI P G fTAI /acatn iOc /nATi' a No q �.._- s I - W/— MUM SHUTTF,R SPAN* 'L+• & ®Or or OR'L--' (it.) FOR or 0 L®KING®ODSoor INSTALLATIONS W/ ONE HV LOCK a/� or 283 29 W/ ONE W/ NO LOCKING RODS 30•W/iW0 LOIQNG (SEE NOTES t, t♦) �9�rs ruYuul aAnlc WAIL uwxnxs nm�ulumc � rML ug9me t.a) _ N,wc f.Na�I naaR/muic ,alnrtNa IMUM SHUTTER SPAN* 'L+' L-' (It.) INSTALLATIONS FD & W/ ONE HV LOCKSOR W/ NO LOCKING S (VMID FOR YOUMwC Q SHEET 7) CONCRETE ATUL�Paa, NSPLADONS Ma,o IEaMimlNo ,wPnuw q�) N ROM ALL IN W ---wa l-W SD 16'-0" 18'-0• J] 13'-2" IB'-ID" 40 43 14'-3" SO IT'-3 IT-1• 55 11,-1' II' -II• 0 lo' L70 W-9• 9-4" 7] ' W-g. NSTMImom FxNHn, CONCRETE & NwS IT W000 R A. B. C, D, E, M. N,. 0. P. 0. F, K & L R, 5, & V. G. H, I, II, J T, U, W & K & M 0 MAXINIM SHUITEi SPAN T.i OR T- FOR INSINUATIONS IWO WOOD SHU L 8E UMHED TO 1D5 PM. ASD. DESGN PRESSURE RAING. t - CORNER COVIDWATE 13 MAY BE USED AT ALL MOUNTN9 NSnWTIONS LOCKNG SPECIFICAT04 SHALL BE AS OUA 11010 ON UM4 ATORY CONDITION /2 NOTE 15, SLEET S. tt EXCEPT THAT MAXIMUM SNURER SPAN 14' OR'L= AND MAXIYLW AS,O. DFSUW PRESSURE MING FOR iNSTALLATNXS INTO CONCRETE DR CONCRETE BWD BLOCK SI BE LED AS FOLOAS I- CONNECTIONS TO KEYSTONE MOUNTING UNITED TO +84; 72 P.s.L AND 8'-0• SPAN. SEE MOUNTING ©ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 7" (1) L+: MAXIMUM ALLOWABLE SPAN FOR A CM POSITIVE ASD. DESIGN PRESSURE RATIRO. L-: MAX. ALLOWABLE. SPMI FOR A GIVEN NEWTNE A.S.O. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL uOUN11NG5 Gof,/BOTTOM) OR FLOOR/CEUNG: GNE1N A POSTNE &S.D. DESIGN PRESSURE RATING, DETERMINE MAXMUM SPAH "L+- FROM SCHEMUIE OMEN A NEGATIVE A.S.D. DESIGN PRESSURE MTNO, DETERMINE wMauuM SPMN l--• FROM scj.,M x P FINAL MAXIMUM ALLOWABLE SPAN IS EOM To THE MINIMUM DE110t"ED SPAN BETWEEN li AND 7-- (3) PROCEDURE TO DETERMINE MAIOYUM SPAN FOR COMBINATIONS INBETWEEN WALL MOUNTINGS W/ FUOORI MOUNTNGS: FOR A GIVEN POSITNE ASD. DESIGN PRESSURE RATING DETERMINE: Ll+- MAGI. SPAN FOR WALL MWWTNG INST tAr,,, L9+- MAX. SPAN FOR FLOOR/CEUNO MOUMNG INSTALLATIONS. FOR A GIVEN iNEGAV ASO. DESIGN PRESSURE RATING, DEFIG INC LI-- MAX. SPAN FOR WALL MOUNTING UST.UlATIONS IA —MAX. SPUN FOR r000R/CENNG mWMNG INSTALLATIONS. ITI MAXIMUM ALLOWABLE SPAN IS EOUN. TO THE MIMIMDM BEWEEN 'L,+•, T]+% %,i AND ti WITH MM MAXIMUM : A.S.G. DESIGN E YAX,UUU ANCHOR zos fi'--a1"• Y.'-_a='• e'--]a"' s5''_-,o' 1s_6:' 190 H V BLADE 85 1 rI85 -S• 4'- W-44-w 195 4'-3• f95 W-r 4'-3' 2055200 4- 2- 8'-4• e-2' r s•_I• M FLORIDA BUILDING CODE Non Nigh VelocitY Hurricane Zone' a�P VCENSF r'/9, 02017 UUECG. INCL 02017 WTERN MEAL %My, NO A.S.S.A. IL EC O LF1a. Accordion Shutter System I * : `, p * ( NLv. BLADE fli w/ rx w/o R.V. WINDOM SLADE 'a116' 4 TIWT TESTING $ENGINEERING COMPANY American Shutter Systems O. x asMAmM arc MUN 9W 14RU. 0. 9� p nv NW. Aem. Y� 71 153 . F. Das) nmm, m 68AssWeatlonr Inc. I oLD 15-085 u7 /T Mlc OT/27/17 PMy , (6mIe71-IS10. F. : (3as)e71-1n1 4268. Waslroaas DrW. a DRAWING No :flis`/O EaGx`I - �M71°P°='^n West Palm Beach• FL 33407 s -F �7 NAL ,r W41gA WTB.PL 4 1/-1O/ P.E. sFai%SfhFlA iRr/nAw ribRaw lIc I N16T i WALL HIMR NOVNRNO w VANCEDNOLOGYO-SET auuuaauuWWululk]OOOmmmpm©ODpppp®©pp mmmoonmommmpnoommmmnppopmmmpuuvommmoopnopppppppp mmmunmoom�mppnmommmpnnnpmmmoovoommmpou000ppn�puao mmmnpnoom monoummmmnooppmmmop000mmmnnmooppu promo mmmoompommmv�omommmn000ummmmovoommmmmraovoopmmmmo mmmnnmoo mmme�o��mo mmmponup mmmoouoo mmme�ni�oo pppnppom'mmmpppoommmo.;noemmmpnn©mmmmpm000mmmo��a000pppmmop mmmouvoommmvvooemmmnpnnmmmm00000mmmmnomooppppppmo mmmnp000mmmppmpommmnpnoommnm0000mmnmm000nppe�mopo mmmp0000mmmnompommmononommm00000mmmpnuooppppppmp mmmom000mmmn0000mmmpouoomm�m0000mmmom000ppppmpmo mmmnm�aoommmpp000mmmoppoomm•000nommmmu000ponpoEapo ON SHEET 13 00mov000mmmoomoo�mm000vommmooT0000mmm000000nono®uo mmmmp00ommmOpOOq�mmOpmoOmmmp0o00 �mm00000ppppmOpO B T• OF mmm00000 mmmOOVOo mmpOpppmmm00000 mmmm000pppmpmOOBLADEmmmmmOpOmmmpmovO mmmp0000 m00poOvommm000OOppmpO!]OO �mmm©0000mmmom000mmmop000mmmv0000mmmom000pppppmop mmmu0000mmmn©000mmmpm000m�moovoom®m00000ppmp0000 mmmp0000mmmpu000mmmpv000mmv00000mmum0000pppmm000 mmmv©000mmmomlm mmm00000m000000o��:77mm00000ppmmm000 mmmOmOOommmODOOOmum OpO00mm00voo�mmmmOVOOpppppmm0 mmmp000OmmmOpooe mmmODOop mt�pmmmm mmum000000pmmm0 mmOmpOOOmmla amm0mmmOp000mmOHim mmm017000ppmpF7Oo� �00000000 00m0v000 mmm00000 m®D0000��®m000000�pO�Op®O mm000O00mm113 mmm000001IDm0oO00vIID¢fOVOOopppO0ppO0 mm0oo0eemmMIm==mmmovovo�7m000000mmu00oo0poummoOO mmm00000mmm00000mmm00000m0000000mum00000po®mp000 mmm00000mmm00000mmm00000mm000000mmm00000ppnpppEso mm0Ooo00 mm000v00 mmmo0voo7E1moo00oog7m00000000mmp000 �mm00ooOommmoovoommmommzgm moeo000�.Ummoeoo0 ppmppeoC mmo00000mm000000mm0000000mov0voo G'JooOv000mmmpo0o O , • ' OBLADE mm000000amimeooveomMeoe�oo©00000v�ov000000000m000 DO,D mm0000vomm000000mm0000OoiID0000000iIDmooDOOApmmoo00 mm000000mmovv000mm000000nvoo0eoou00000v00000m000 �- mm0000vomm000000mmoOWio0I=UEKB 000mmO000oOppppEElpOO m00o0vOOmm000VOOmm000000mODOOOVOmmO00000OmpOpOOO m®Ovov00 mm00o00o mm0o0mmmlLl0000000 iL•zjpo0m000 OpppOOOO m0000000m0000000m0000000m0000 000m0000000mm®p0000 m0000ooOm00000vOm0oopO00m00vO00OOVOpppppm00 mOOOAovOm00v0vOom011:111 pOA00000m0O0IVN== ppmmpOOO m0000000m0000000m0000moom00000vom0000000mm�0000e Eu0000000m00000vom00000oou0000000u0000000umm00000 m0000000m0000000m0000000m0000000m0000000pppmppoo mo000o00[DOODOOOomOOOVO0000vO000�00000000 prop©DODO TILUT TESTING s: ENGINEERING COMPANY I American S Systems m0000000m0000000m0000rnzc¢m000evo m0000000numeeove T•T. ; T; �.. o T426B Westroods Dmeo��. m©m�0IMMMMOMMM . �mmm00000mmmnomm�mm6n000nn �•mmmoonnnmmmonoo Evmm000nm mmmoouoo ommmnonno mmmoE(�ouu mmm000nommmnnnoommmonnnn mmm000mmmmm00000m[©000000 mmmnonon mmmnunnnmmmn000m ' mmmnnonmmmmonnnmmmmunnmm 03mm00001:2211mmmO000mmmm0000m mmm0mmmmmmm00000mmm000mm mmmonnnummmnnonmmmmnnnnm mmm00f70mmm000m0m mmmnommmmmmmm�nmmmmnnnm� mmm0m0m0 mmmmmmommmmonmmmmmmoonmm mmm0000mmmmO0000mmmO0m0m mmm0mm0mmmmm0m00mm0mm00m mmm0000O0mmO1112111111"61DmmmmO00m mmnmmommmmmonmmm mmmuuomv ' mmm000mmmmmO0000mmm0V27m0 mmmnmommmmomnmmmmsnommmmo9 mmmmoomm mmmnM072=m mmnummmm mmummmmm mmmn�mc�mm mmn7fr(omvm ' mmmonmmmmmmnti�ommmmom�mo mmmomommmmnmmmom®munoomm mmmmommmmmmomomm mmnomomm mmmommmmmmmomommmmnmommm ' mmmnnmmmmmmommmmmmmommmm m®mnmmmmmmomommmmnmmmmmm mm0mmmmmmmmOmOmm mlID0m0mmm mmmmmmmmmmovnmmmmmommmmm mmm0mmmm mm0m0mm 1130311fil0000mm m8:6'00mmmm�mmnmomm mm000mm0 mmmmmmmm mlmnovomm mmin)nmmmm mnommvmmmmnmmmmmmmmnovmm mmmmmmmmmmnonmmmmmnmmmmm �moov000man©©000®o111110 o mm ommmmomm mmnvmmmnm mn o mmm ' m mmmmmmmmmnmmmmmmmmommmm I En MH mmnmommmppnnmommmm NMI ®Ommm�0mmm00mmmITf7000mOmm ommmmmmmm oommmmmmmmmmmmm ' mmmmmmmmmmmovmmmmnomommm mnem000=92 Ki]mmmmmm0 m00m[1mf00 MINmmommovmmmm m000mmmm 00mmmmmmmmmOmmmOg)m0e7mmmm mmmmmmmm mm7ommmmmmmmmmmm0 mmmmmmmmnnmmmmmmvomommmm iIDOmmfammmm0mmmmmm0mmmmmm0 mmmmmmmmmnnmmmmmmnmmmmmm mmmmmmmmmmmmmmmmmoommmmm Mmmmmmmmmmmmmmmmvommmmm mmmmmmommn©mmmmmmnmmmmmm umommmom mmmmmmm ommmmmmm ' mmmmmmma)m0mmmmm mm[lmmmmm 0mmmcan mm000mmmmm0m0mmmmm mmmmmmOm m00mmmmm 000mmR71,E37)10 1. ANOIORS TO SUBSIRaE SHALL BE AS fC1oNs: W TO EaShIo PONBo CMXAM (Yin. Po N121018 MA15NF: IraTMa - 1/4'f TAPCON OR TAPNN WDH AOL'ANCFO 1MRFADFORI4 IECNVCOCY ANp10R5, AS YANIIdCryRFp BY LT.W. euuD (Ya, rc - 1/4•.0. 3/4• ALL POINTS souG-BET Mlag115. AS DaIRI; BY TAPCON OR NL PoIM" SCREW. BOLT s BPEEW.TY ca~..4(-1�Gn. rc - 1/4'1 BWE TO CONCRETE ANCHORS W/ CAP AS MAYUFMVREO BY-ROPoGA fA51FNBa DIRECT, INC. (Yin, fc _ 2 TAPCON WTIN ADVANCED 1NRFADiORN TECHNOLOGY ~/ 1/f'4 TA•PFR+ AIo11pR3 As YNNfACNR[0 Ht.POWatS FA,IFNBa. INC., AND OaTMBVBD BY Aµ FOWtS SCREW, BOLT tr SPECN.W COYPAY! OR NW 9IIIER'APPRohD uCENSED OIi AUNORRED 12NOOR RECaTERED MIIH ME ALL PaN15 SOuO-BET (YM. V. _ ] bi) AMEOCN Su1mR SYSTEMS MSOM ION. D1p BLUE iM W/ fiP NOTES TAPPER+ AI) YWW W Evsvc a pR0 muRm caNcam: W TNYAH M TocoN WDN A mcc, INREwm M rEC10ouw ANcNoRs .WG u➢POM ANCHORS IS 1 3/47, AND FOR BWE TAP W/ aP ,µalp,, IS 1 1/2•. ♦ I.FnUo.s V us[ ro A2) Y U WEDYCNI OF 1/Yf . 3/4' Aft PORTS SOLo-SET ANCHORS SNNL BE 71W OCTO TIE POURED CONCRETE NG E]OFDYEHT INTO s O SWµ BE PERMUTED., 1/4.0-20 SS. WCNINC SCREW USED SWLL BE 1 1/2• LONG YINNDM sH1Wlp SR1000 a/tt pa eeFF Ip EAST, AND I•'NNUY MR WAL15 MDH NO STNICCU. AS) IN CASE 1WT PRECAST STORE. PRECAST CONCRETE PANELS. P4V CI ANY bF1M SE FWND ON IME 1ASTa0 WAµ OR fID00. AYQORS SHALL "BORE' ENOUH TO REACH M L4V11 SMICNRE BEHIND SYD WALL FINSN6. ANa1 c SHML SE AS INdCATED ON NOTESAI) 6 A2) ADM FM DaBDuna4s al WiivL SUNGORBi5 WRN OR WICWT PETAL STUps CONSULT los FNGNEat TOR a5fA41ATNN INTO OM NON METAL Silos SEE SHEET 20. (B) To DUSTING CONCRETE BLOCN: (Mrw c-SO) - 1/4'0 UPCON Ct WJCON W0N AO'41aD TNRfAadW TEdD1aoLY MWORs, AN YANurACRDiED 0r LT.W. BMDEX - 1/4'1 . 3/4• Aµ PG;NTs sau,W AHCHaa, AS Oa1RBU1E0 BY ALL POMT, sohe. Mr G 5,eclL t ww.. - 1/4'0 BLUE TAP CONCRETE ANCORS W/ CAP AS MNNfAGNREp BY Rose, FASTENERS aRECT. M. - 1/4-0 TAPPER. ANMM M YNNFKTUBEO W PBMRS FASTENERS. INC.. AND d BBIRI ED BY ALL POINTS SCREW, OO.T 4 SPECDUY CaWANY ON AW OMER ITTR UCENSM OR WTHORBED MINOR REEISIERUD WDN TINE AYFIDCµ m=R SY,Tna ASSMMION, INC. NOTES: al) YNW W EYBEDMEM MO C 8= M cMM BWE TM W/ CM AN M AND TMPB14 ANCHORS Is 1 1/4- AND TAPCON WRN WCHN ADVANCED 1HREAOfORY IECNNttOOY ANEN0R5 a I'. 8.2) 1000101 D®Yp,T Cr 1/4•0 . 3/4' ALL MNIS SOLID -SO ANCHORS s BE EHIWELY EYdDOCO INTO he, COKKRE,, BLQX. 10 EMBEDMENT MO STUCCO GNN1 BE PERMITTED. Ile 4-20 SS IUOaNE SCREW LIsEa SNYL BE 1 1/2- LONG WN S,,%, SNttO ENT, Ito I' IUCNM TOR. IMLS WON NO SIMM B.]) IN CASE THAT PINGMT STONE, PIZEGSI Ca1CREIF PANELS, PAV@a W ANY VENEER BE ic,No GN THE TUSMC WAll W noCB. s M LCNG EIMBN TO RF/oH ME IIID! SaIARURE BfNNO SAa WALL RASHES AN<IOWOE NOCXOa 944E OEM M,,,D aN NOTES B.1) a 0.2) MOvE FOR M IAT10Ns ON l.Y4YL SOPo OR BrS Mon W,,, MEUL SNGs CONSULT THIS FNGD'EFA FOR NSTN]ABON "he CES I61H METAL STUDS SEE 91a.T 20. (C) AVCIeRS SHNL BE W5MIlFD foMD9N0 ALL N THE IRaOYYWDAIONS AND WE(WIDUNINS OF THE ANC40R5 YANUFACNRER. (0) SEf.501muE BELCT TOR EOOF aBTNNLE (EM7 YD8T5 SPAONG ImAf10181N Pop ANCHORS. fear INSTANE, .. SPACING SCHMVIrOR OR, BY all UAICIOR SPA[Pq$ ARE ONID i0R [DOE DSTAYCES "0C,TED Meer. TOR E a tEss TNµ n2 OOIC . REdKE NIOICE SPAao BY M SPAONC SNOMN ON SCIaOWE BY THE r0110aING FACTORS: REMOVE) REWOID SPACNO dBATIEp Y9Na FICfOR SIML1. NOT RE IE4 TRµ U.M. a.,. iNfPGT[R FOR GCIN y CR TINE. FACTOR Aof11Al f]]GE TAPCON JTAPCONMEEG NEORY TEWTTN p NOLWY ALL PONT SOW SET BWE TAP W/ GP TAPPER 4 dCTANCE FA. YDL sPACPID - ]• YC. SPA . ]• 1011 SPALING _ ] 1/2• WN W.. _ Y WN. ,PAatq S ]/4 4- CaoxCE A IaF� NaEW ma4a DOa CAEI[ • R WM�Ea ma�EDOpt �.OLj. YN EA.]'x YN Ea.] I1Y YN Eo.] 1 rC uN Ea.Y IA 2LO1.0 a78 1A 0.e1 IA QBI 0.67 1.0 r2' - O.TI - - - 0.51 - 0.91 - - 0.43 - am - _ _ _ OUIS - M17 BLIEN. NC > : 1 LT�TE C O TIWT TESTING & ENGINEERING COMPANY • WS YC Lp 64. 64 MF. 1iTA MAppq Rp®F y ,1 -m.e uT.1,oRMm„ 111 ®-0006>IS xN1ER A IUUT P.E..44 YATr NDWDA Uu / 441l1 A.S.S.A. American Shutter Systems Association, Inc. 4268 Weslroads Drive West Palm Beach. FL 33407 HV. BADE NI W/ CR W/0 KV. WING No 7-107 11 1 0: RM ORO 011tE1[1mmmmm�Th][90FI FIlOF7 pt0F7EE3I0Iiil7F710 [S1F1•l4 �am m®000OOOm®0m,®Ol0©00000000 M OOOODDOO mmmm3E]mm00000l7tOm0 m®8700000 OOODpppp m®mOO�OO mm0pO0©m000000m0OODOOpOO �immmmlamp al otavooutum tavotalagtav ®mmmnnounmmmmoonpuvovomnovnvonvon mmmtalatutanm®mmmmm0000vuvuovvvvvono mmmntaoonmmmmommpoovvvvomtavvvovvu mm[DOOOOIO mmmm00mp Olal00pt0mp OpptE)♦pppp mm:IDOtElmpla 1000pptamO0l00100®mp ®mmmOlF71010117 mmmntatatan mmmmon©mv�alovFavuvu�tantanutu mmmOlGi0l00mmO0tOlOMM OptOmp00 pOplt7pt0 mmD7lalUlOtOpmmmll7taMIOM ODOOplO©pt 0®EClOf7000 mmmMMUMp 1000mmlE7pp HENMENTltTlmp OptOppppp ' mmm1OV101170mmmm000ta 1a10001Q00p IVR1KUMIN 7000 mmm[1100010mmmla©Opp00pOm000 IN Er mmKIAM 0mmmOmapp O1000ppOp 0p0 OflFlmmtOpplatappm�pp MMMMM M"M ®mm[OKA mmml0�1Ol17p anx m®iLi7FEi�:Llmp MM=MOp ODODpppp F10E1E)100pp an" OOmO0mO0ppDOtOt4m[1pp117101O0t©pOp 0m[DOOlatT7l7 mm1Z]t00.3rJppOtOptalampp 00tON>tlT7mpp mmmOl0Ol0p mIL7tDOlUmOlC70lam00pp00ppplCftal00 ' mmmlfllt7lappM. F7000O1000 {a6�1392 O) M"M 0017m0MICs MwwOpppplal00 0m000pp[1♦onup mmmlat00p0 mmmOmpOpOlafala0ppp tapplOOppp m�ommmpp oummmppp tatT70®mlppta ®mmmunopp mmmnlootvltap mmtatonmota votavvomta ve�votuuvm mmm00017p mOtamOpOl7 DOOM©ppO pppp®mov mmmtatanpp mntataptatata tEalvotatappo tatavmtutapp m®E]IM mm0000oODOBpOappO00pmppo mmmoonppmmommmppaouvuvmpnovonuvo mmOm0op0lOtalm®D�pp FJODOlaOpp aIm1D000pp mmmO101Opp[DOmppppptappmp pp MEMS lE7mpl70 mmmtglOpl7p mmmtamppp lapmmlOpplO l00mmtOpt70 ' mmmOOMM mmOlT70lappppptOpOpl0010©lalvomm mmEIMMMMOt00l00ppppppmmmlal7pt©l0E)tml[lOpp mmmtataplapmtannppotauvtaoptatapon�atatr,opo mm00R7pp0ID1010pmppp lF7mtLlmpppp tOlaMmOppp ' mMILM13 AOplapmmlo[L7tHOplt70g0000®ppOpFf000mm mmEEE""=ppOmmtapppp0 taptvlalaptamvpoptap E1m000pOtl� la F7tZ7.3dpOpplatammpppp F71a tT;)♦<apppp mmmO0l0pp mtE7lt7pOl0pp 1O1000pppp tappppppp 'mmmlupppp©otapopppvonmppppglvvpopop mmmnpppp nvop©ppp tataulatappp tatatalotavpto 0®OvooOooO®lpF70o0=MMM1MepO�v MMMMM Mm ' mm pOppO mtm000pOOF7i700pmOp 0ODOODOO mmmoppolanDvvppptalauvmvpoppotavmpopp mmmppppp taopppppp tEatatapplapp otavlapppp mmmppppp mopmptapp lutamptappp tanmppppta rnmmptavpo'Datamvppp ' ut®totatatavp tatatavommta mmmpOppOO�Jp9popppOmOO�Opp oDoOpolap mmmppppplam• pppppc�lrnrc.z� pppotampelpptta ••"••• .. Y��1 99017 RnW. eIC �cENSF::✓y ILTTE CO- y AU� : • * :' TILIIT TESTING h ENGINEERING COMPANY O L 1\ Cbf Ht ]qA ft, ih ]0!. yKNAay®yq IMILy ]] at.woeaxelm )B]I-Iell -a"eB-a=T12 S� S ••• ........... _ s/OAL ENS\�II11 ,rI v[M1Ei1 A 1Wr Jr, P2. P.E. SE ICNA GE/DATE RO100A L I «IV TAPCON OR TAPLON WRH MJANCED THflEAOFORM TECMNOLOOY ALL POINTS SOf1D-SET BLUE TM TAPPER+ SEE ANCHOR SPECIFICATIONS ON SHEET 13 0 VALID ONLY FOR UP TO +70, -75 PSF AS.O DESIGN PRESSURE RATING @ FOR SPANS PER SCHEDULE B3. SHEET 11 10 HV BLADE ONLY A.S.S.A. American ShuNer Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 rrrn aflM ■1w TM Accordion Shutter System Hv. BADE y1 W/ OR W/0 H.V. WJWW BLADE 17— In HV BLADE OR in HV BLADE W[ 61A HV WINDOW BLADE WORKING IN UNISON* . a¢ alyrmwi ar uu rw afOE 6x omr 1P 4 NOTES ON ANCHORS REQUIREMENTS WOOD SUBSTRATES. 1. ANC"WtS m WALL. ROOR OR VOUD W000 balm SANE eE A5 rCllaWS: s Su861M1E SR4L CORSar ar TIE rGLL01Wxa; - 1/R'W iNKON ARCHM. AS WWaPNmOZD " ETR e11IMf. W/ NAtt4uY unium ar k ata R ON 9fi2n IE i I). EKN SOk - cus as W/ 0 Ob0/((Man pCEPrgN: 5[ WI E NOR ] BaOW -SRNCE pNE RR RORM W/ GMA] (Ras.) -SPRUCE RRE AR SOL"" W/ 0.036 (HAS) a. INLMB 10 NaIOW [f0.1NG SNNl 0. AS PEA 1r01111I1N¢ iRE a, 511E[T 1) MD 51ML. 0aM15l6r of -NRL 1/2' Cal fLT (1086 MI) UO SCMWS A4 Par NOS M15 SfEaAC.1TONS, 1. NHSIOR$ 5141E SE a6rN1ID faIOMR ILL Of T¢ RECbGIprp,IgNS N0 SKCLLYAIq,6 a TI¢ NiCR0R5 MWu(ACARIDL . ON17 IATTCO. MC. �3 ILTTECO TILT TESTING t ENGINEERING COMPANY rr ,S Was AW ) 64 6W. NA. vacs, a+mas. r1OP4 561 ryt Pe : n057871-15se. rm. r]aS1e):_rw L. P.E 4116) A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 KV. MADE gT W/ OR W/0 HV. 07 IIU14 UGIA nwsN 61 TM l OR PCON WRH ADVANCED REIDFORW TECHNOLOGY U1 1 m h.WU TCO1MttN1 STGIG WWp HEADER. E SOQdILE W SNEII IS) I IIFMFA RE000.ED 1 [>3TNG 1 UN.I -� 1�1 NCR lE= O'19QR I6 TOR 9.V]S mA OM HV WALL HEADER INSTALLATION c 2*a4• CO WIN. SEPARATION TO GLASS Y�G 7�1 (SEE SWEWIE w SHEET 11) (W REo'n a� I/4Y TAPOON OR TAPGON WIm A ANCED rKRERDMI44 TECHNOLOGY W/ 1/2' Y+. PENETR4nW OF NKREADED AREA PRO KIINOOD (SEE SWEDIU W SNRT IS) DUBBING YN COR ftY REO'0. ST M C NI OR m ADVANCED mREADFORIT TECHNOOGY W. PENE7NAVC4 OF THREADED AREA TO "ISRNO R (SEE SCH OIRE ON sHEEE 15) 1 WL SER;BaIW I/4Y-204/4' iS. YACHOIE 1 t0 G (ME I� ' 1 OR Q W stows w/ 1p'20 xuls 1— EpmDIx'u E Wsm to Fm IAr� i d EMKTUO I 9ME5 m6® 3 wLEs--I 1 m✓'1 S� YI I WAfir. --' TO w 81 1 I/4'0 T6PCON OR THRf WIM 6D/M ) 1 THRFADfORY TEWNOLOGY W/ I I/T- YIN. SFP.VWIW TO GLASS I _ Vr. ING W ODNON" Of mRFADEO µEA ro —(SEE SCM➢ulE DN SNM 11) I EaISRNG WORD HFMFIi. ($fE SCN[DwE W sNEET 15) x•.4• CN41. SRi O PULE RFOb. �HV WALL HEADER IN�TA IeTION p T I I NPI. SLPAMTION IO oA55 I YM. SEPARATox TD W= I —(SEE SCHIAIRE W SHEET it) 1 I 1 (SEE SWEdOF DN SMET tlI ,1, 1 MIRp(I �, Ea470111 aws--1 A■NW 1 .6-205/4• _. 1/49-TGdH14 - Si I E SC/ .i I1/A4W'-" I M� I I9NG t/4•-20 NVIS I I, - G.0 � I 4• r—� Tf11 n� o IY O.C. s 1 92` �� )' 1k 1/4ro TIJTON OR TAPCON WRH A,,A,= I"IRIAZIFORI 1 ]14 CWT. I Yn PFM1RM TE r6C. W 1 LIT `11/4•F T4pGGN W / Sel M2 tt AREA TO TAPGON WRH ADVµCEO 1-SEE 5lREf 4 fOR 11'PKAL REOD. SOEgRE ON yI[ET 15) 1/2l mREADroHY TECHNOLOGY SNUNOI ASSEMBLY. I) WALL MnRlWy PUWW/1/x2-YWNING SECIIMS Cµ DE REED AREA ORO PLNVDOD COMe[NFD IN ANr MY TO6 IN (SEE soRpEE W SMEET 15) SIRT WIY INSGW1gN. ®HV WALL SILL INSTALLATION ATION D'E @HY-WALL SILLINSTAIIATION DonIrv�ATnRs Or LI E or on. ruin R CN W tea] Cr FLOROA BUILDING CODE Non HI h Velocity Hurricane ZI . l,, /v`; ozon TntEm. ec 02017 EASTERN UUq SMPPLY. LNG OErys� IL EcOINc. A■S■S■A■ TW Accordion ShutterSyste) ,yam TIL(1T TESTING a ENGINEERING COMPANY American Shuff•r S • ysi ms HV RADE 81 W/ OR W/0 HV. W NDOW ft" Aaram6x Association, Inc. atT IIRATN Rw Lc 1 BIG 15-085 T/1 Wm 0T/2T v / (M)ml-tam . r<, t (ms)QII-1U1 4268 Westr0009 Drive a RIP .•• ala -ma: ma.eedm� ali, West Polm eeoch, FL 33407 a GNAWING No 1 LL q6\�Itt11 M� A P� 7 — � o7 ! rhFLtRt' /naTr IIOROA tX 1 MI67 I caeu "`ilv I w DST. A 5 U OECIGN PRESSURE oATIN cep cur l2-�sE SHEET 19 FOR MAX 1� "�•, TAPtd DESIGN _OIL OR IM1 I I h EILADF IN yyORkING IN UNISON MOON WRN AWANDEG M �< READMINN TECHNOLOGY 1 4O wn. EXISTING I WINO W/ 1 1//ZZ No, PENETRATION Or NLREIDEO REWIRED. I/1'c-ZOil 4 55. SIRUCIURAL ADEODACY / / EWE (V APPUGBtE) AREA TO 11•• EIOSG WOO mmomI' M 1 OF EMSRNo NDM efIA1 PNIWPs TRUSS HEAD M BY BE CERRFI [0 F � (SEE EOROeU ON GREET IS) G - WDYNC SCflE S RE0.TFAFD ENCHRIEft OR / / 20 MIIS / IB ARCHITECT PRIOR TO [j0 � E0 o IZ' OC. SNIEfipt IASfAL1A110V. / Cowl Now of? 1y/ I / / RTRI & PE 02r 1 1 r ` n ••� `\ A .YRa WHEADMINI TECNN -/'�.., - MMO SOFFIT I I 1 f O�1HAFiD0 AREA To EO /Tail/4' 3/A' Mac. iKK. -OPtIOHLL I A / SY5 ' 411/B' CON. ALUM. M •1 tt�> M (SEE SCXfDIRE ow IS) A D.C. I (008T-fO AILOY) W/ or © or © I 1 or (I or © WIG'. M SCREWS i0 COSTING Y0t 214' I T j RAFTER Ft TRUSS. COIN HEADER REO'O Gi YIN. SEPARARON TO GIBS OPEN Hil AT Ell oofSEmITNiNO WDm NEIISER. I ID, NOwNIy (SEE sCNmU1E OR Srul 11) EXISTNO I MIT TO ACCEPT WIOM W/ 2• Yin. CUSS —I s/16'1 TAG sCREW ' Af CENI[A P RON Or THREADED AREA MID FOR QS HV WALL HEADER INcTAL eT10N I OE' TUBE. INSTIL:ARONS III TZP4 ° I*E � a _i m � a -o �iASAx°' AN, M I IaOR4aWnpatrYO I OR ®� i SO4` 0 m wsTAUARd ¢ a4.Y vA1m 'lliaDor I -GTE sNil . FOR MYµ yyRER Ass00.1 DID¢m. � O D4II IA R1 iA6m. AMR .$SAS �cnc Dilli� »'" .� Io ss, AAN`,LI . :¢,HV OI IN IORMI ISTeI I AT10I� 1 oR W YnRRN ME Na U Toax Y, OR -�OQAY �M. SEPARATION TO GL (M SCNEDYLE ON 91EEr Ip J m m � MIND I'Mill YO �" I SEPARATION I I %, I aA55 1 O.•asmiQ - f0 1 GIASSJ I 1 ciabl m I ON sluiro11) p I I 1 I I uI I 1 YI I I n� 1LocATEI N ( Ell I 8 11 l I�I 1/1• O May. 6 t 7 1 III, HCK O1A55� wIAS �HFAO I I u I OR 11fP uW. WOOD a" nounwO (NO TEN SCREWS o tl• o.c DEC. [uo'wt0 (No MISN rTVSN ALLOWED) ALLDWED) 19 OF DE F V AP0.KJ.BlE a APPIIGB{E or Dc" �EAPPIrJBIE 1 4 e TAPCDN Y1c cart. RAPCON WRM ADVANCED ` ons HEAD ME SFAEWS Z _!HU �� P41E MRFADFOR4 TELNNDLOGY W/ 1 4'-ZO NU15 1/4Y TAPCCN DR TAPCON RED r REO'0. W/ 1 1 Z' Nm. P[NEIIA}lal Co 11� ANA O IZ�O.C. TECH DPCON / WRN MVANCEO OPY TECHNOLOGY • YPL TECHNOLOGY W/ 11/2' Yin. Z' NW. } } 1 1 TO LY¢fIHG W900 1 1/2' F Mitil W/ 1 1/Y wn. PENETRATION OF TON MEWTT)RM OF MRGV W MAOER. � (SEf SCHRfnNE d SMET Is) AREA TO dISPRG WCW NETHER. (SEE SdEWIE ON SNFEI IS) %G AREA TO D AREA To'E%Is11N6 WOOi NFADFA. (SEE SCNEWLE QV HV WALL SILL INSTALLATION • � lW a USE rOR v OW HV FLOOR INcTA I ON SNRI 10) QX HV WALK —OVER INSTALLATION eTION �, eTION t FIORNA BUILDING CODE Non High Velocity Hurricane Zane ,,St ,.•�rE�s D0017 TILRCO. RIG ®Z017 EASTERN PETAL SUPPLY. INC ILTE C O A.S.S.A■ TY Accordion Shutter System * HV. MADE #1 W/ OR W/O HV. WLOgy aADE '• TILLIT TESTING a ENGINEERING COMPANY 0,. 1 d� /• American Shutter Systems REE W. R MIgNA GARDD,,,nWIIW ,,, 10.,,,. AGeoctoRon. Inc. I wTEIll OLT/n1 DETD D7/Z]iT :_ ae�` PRg.:(ws�rl-Isx.rm:(xe)e,1-TSAR / C� MOl9.m^ 4268 Westrood, Or'Ive Weat POlrn Bi FIL DRAWING No TIP --•.ONAL ENv , 33407 s ,IAI,(N A. i14N I 7-�G% _ P.E. SEAL%SIGNAITIRF/neTF FLORGA Ik.FAIeT . _ END INSTALLATIONS CI) HV BLADE OR dA WINDOW BLADE INTO 2' x4 MIN WOOD STUDS m�xs aYa- —1 0.®• Ip3 ©0 M- p.p. •. 0. 0.0- •0-0.0- @41- END CONN_ E •x• Ix• 'i] •b •uu rarxu w �31.n�iQ xacxa I i+I ii'/r sxs� M Y1KK Qtlp a•w ass np�" ... rn. END CONNECTION DETAIL ,ID • mwm w lac awe mnx xw 1rs• • SEE aY AnONS OE USE roN atAOE �.ON af1EET 18 ,1••�W,.......... ,`(/J-t M0177an00. M 02017 FASIERx a AccordionS 3 IL�ECO A■Scia■S■/i■ f TILLIT TESTING h ENGINEERING GGNPANY Amerlean shutters fe mti HV. 9111E, #T W/GN W/i . x asorsnwt 0 saa.acaaac OtlmPe, nalmc asls Ina. c. _ ��; / G\a ;' tnn i6-oea l iTen• , nOf1x71- U • (ax : (]e!)e71-Iw •- 01_c 268 Wastrood 4268 WestloaE9 1Gt1ve West Palm Beach, FL 33407 s _ P[ cC8lYacunn for /n.m nOxM1 1M1W MNG No 7-107 Ow©A T®FA END 4 W11�mOw SEE C CnCN pCVeS ON SMM15 10 k Tr. i11LL ,coif. � (en, F®•®-7 rYv r,, r,. �11(NIIIN (N i% i9r (M iti 91 9 9 9- 91 6 91 awSs� ELEVATION IN� gpgGu�_Q 1W smNww m ass s¢ SOF➢UE a srE 11 Fm rArM® .NO M Daa 9¢ET {Cq TEAMS G)k p AD axon TREED, w0. �LTE0E TIWT TESTING a ENGINEERING COMPANY uss Nw. xeu. a W. soy weA cwmz riDu. u RWnA : (]W)a71-1a]0 . ra.: (]Da}Ex1-13a1 ®-Do66ii0 w/A1EX A 1113Jr. P.E 11LLVM Y[. 1 N167 1. INE ASD. G9GN PRESSNE R,IIFIC #110. - Ila PFA. 2 YAE 51MIpf SPYk Po' a. AllD4FD w00N1015: A 0. c k N 011 91Ff16 4 ): Aa YaL A4 1NHP1161G5 1E 0. i,�.u(�(�,,6.'A w��`ON SMCElS i8 k n/','y� z�•'�1L1�m R Y 41W1�W G GF N'IWl1G 6. (Fa IN wJIDbA C �1Ai SHALL ALLY AlIDY A IW➢OY OF 6 Of4YLLY6 (SY NOUS) FORfTR Ai SPAfiNGS SMwN GI $1EET A. (8) M aEANeE 1%Y OR lOBDrIMI EOCE OF NY wna0w 640E W ANr SY NOTE FOR SNALL tE n'. (D�r"n V BIAK WWM CUT FIRON Sl rt Ar ENDS WY K I N)l D�B�S©leNt 6E uaED Aa[RWTE 10 A saU) M/ BEAKID (E) iEg'9MLl &WAYS BE �ISIAl1m ADDLp1f TO A S u, W B4M 1 AT aR01 SDB: Oi T1m. (<) P Yd®ON11E W socel Ga S BE W9 Be Ty{ D85 FACE IME ORG6011 OF 112 DFE&p gip FROIECTFD. NY Pwvmow�ID(sUq WST TS aLLT xiSTA1xED AND lQ]® V.♦a1a A 1N SEGNC iDOE BY ASK V1L' 4 STE ANWGt SP.bxG SEIpDD[E fGY a$TILAlIDN3 OIN YA%a F1iAE2 I & 2 AB ON aNm 1g, A9 E661Ep A SPAN AVD OfaiG! IIItl (SFE NOtCS aE). 7. SEE AWIM SYALWD-sa®NE M ataN gNB u Po4wD OptONTE ON DCNtlg.IC BUXIt W DN SIwaS 12 a 13 AS IN4TED By VANANO Ef51G! IDAD (SQ IGTES 1 6 x ABUM. 0. YYW W SmNU1pN M GAS. SONNUIL M ASN E-1296: WNO ZGR 1@xulDl G'FAWOIOII TO fixSS 1 TNRD a � sxy A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West PEJIM Beach, FL 33407 BIKE 41 W/ Qt MNG No 7-107 16n C-4o WLV. SfF6 - 2- U.. 1 "M SVv(V Ar le a.e. �, / JI (6344.. a W'. O.M.M. 11YLlI la,. 43c c. Ido a /4'. ra.6a o.Nleq o B• oa o e' as As1Y = Gwar w n. o-m 7 9/ n1� M 1 O OIWEK 6rlaa0R tr 600I16R FAa: I AS Y➢PIICAM MSTN0 CIASS� NIL SEPmulaw To cuss �(sEE scNLoulEj 1 J/f. a 1/M1 oAb' 1N4)! 1a. os$rwa Iwr IJC(M. a¢v. SRa dM: CxwNR K APPIIGB{ Ii. uMVM� FAT�D4l1 eto�5flegg� W/ (2) /e. q• ra scrods ON43e r%J.ia ia0lmow a mraon n¢ ! 0 6' ae 1 o 6 as INTO METAL STUD WALLS * GENERAL LMRATIONc AND CONDITION OF c� FOR --nFOR ei�i HV BLADE AC(DITION N H 1ISE .SYSTEM INCTA IATION TO ML7A cn lD WA Lc 1. MAX. A.S.D. DESIGN PRESSURE RATING: 175. — 75 (p6f) 2. MAX. SHUTTER SPAN: 84• 3. ALLOWED MOUNTING Q ON THIS SHEET. 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A METRICAL LAYOUT. USE 0 (2) 3 (B• LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT IOR OR INTERIOR ACCESS SIDE OF CENTERMATE. BLADE SLACK DETAIL HVF IS ALSO VALID FOR 8 1/2 T2 CENTERMATE (a APPLICATION WITH BLADED W sw�[ a 2:wivaL'S�' 9 6 O.C. '464e' ao "(MS WALL HEADER/SILL INSTALLATION ZDg611NG GV35----_---- _ SYMMETRYCAL`•SYMMETRYCAL'. t T CENTERMATES NT RMAT W/ N I INTERIOR ACCESS SIDE: — IN dowUlm) 1 21 --- — ---- 21 21 — - — - 2 3 try' (T7P. 3 (6•Min.) 24 9 yY@ BLADE SLACK DETAIL HVF y i1YF MLTE OTw" nwT TESTING & ENGINEERING COMPANY OISf n... ]eT 64 34 %>, N#Jy e4LLp; npp Jl, O�^ R[1pC Pn". , OosbTmati �i.aar�aax� s7aT1-tsJl ' Cs l�)IULOOD& Uw0 1.. P.F. P.E. S E' DATE I1oaaA � Y 14167 IOU 12.000- Igyl- • p9' 3® TA"o NOMINAL ALUMINUM SLEEVE 6063-T5 ALLOY SEPARATION TO GI ASS SCHEQUI E A a.aoo- ry Yan (TIP. roP a ecrrou) WIND ZONE MINIMUM ASTN E-1886 SEPARATION TO GLASS I THRU 3 4 4' In- N SUCK A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Pahrl Beaeh, FL 33407 ax LEr+cnl . r 1/4"0-20X3" BOLT MUST PENETRATE ©3 1• p+� 1 220• 050- f 1--�m LL+/4'e-zo mREADs 43 T /4"0 ELCO CONSTRI01 11 PRODUCTS FAB—LOK ND COMPONENTS SCALC 3/6-. 1- I a,IPaOF & DfffFle011 FACE I 4 12 Y 2) 42 LOG 0 AT 12 NY HEADER DIGS VIEW Y SIDE CONNECTION TO TRACK )LNG CODE Non Nigh Velocity Hurricane Is 2017 EASTERN METAL SUPPLY. Wa IN Accordion Shutter Syst( µV. HAM f t W/ OR W/0 µV. WNDOlY HAIL 1Kaamllo, art 6PAnr, I! LC � OLD ,5-085 n1 1 l4rr: 0]/2], j DRAWING No • _ 17-10