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HomeMy WebLinkAboutPLANS1. BERnU RV. ACCORDION SMITTEN STGE1 SIIOWR ON THIS PRODUCT EVALUATION DOCAU BU6OD IPI-0.I HAS BEEN VDOiIIp NN COYNMNCE d KCOImVICE MN M 2011 (eN [ONNN) Or ME RadW NG CODE 1HU5 ACCORDION SHIFTED;, SFSI[Y SNYL NO REINSTALLED AT IOGN VELOtl1Y HURRICANE ZONE. BES7C! WF ND NODS BOWL BE DETERWINED AS PER SECTION 1520 OF THE ADM UENODNED CODE ION A BISIC FUND SP® RMURED W W N1050N.TId1 WHERE SANTFR M BE MM A dREC110NA11U FACTOR Hd.0A5, 15,O ASCE 7-10 AND SHALL NOT EXCEED ME MA10Y1111 (AS.,L) DISWN PRESSIIBE MMO IHBGTED ON SHVIS 11 TON 1% 19 A 20. N CEDER To VLRIFY ME ABOVE CONOION, ULIMATE DESCN WND LOAD, DETERMINED PER ASCE 7-10 SHAH BE FIRST REAKED To ASD. DESIGN WIND TAWS BY MULTIPLYING THIN BY Me N OROERTO COWARE THEE W/ W. (A5D) DESIGN PRESURE RATNLS INDIGtBD ON EIDEIS 11 THNU to, 19 A 20. N ONDR TO L1R6Y TILT C0IBONE711 t AND ANCHORS M Mrs P.M. AS TESTED, ACRE NOT OEt SMESSED. A M 2 INCREASE N AL URNAGE STRESS FM NOD LOAD, WAS NOI USE, N iMEN ANAY56 HGAVE40L A HIND O1RCION PADIOR CD.1.E0 WAS UGZ FOR VDRIUTIO, W FASTENERS N WOOD, DEENA HUV. ACCOROON GORIUI SYGE"S ADEDUALY roR WND AND LARGE UISSEE ,TRACT LOAD ILLS BEEN VGaFIED N AOEMAA E 111% SECTION 1600.1.2 OF TOO: ABOVE ,GNMNt, CORN AS PER AT REFORG -HA BADE 0 /0214.01-0.V. /0715.01- . EI004.01-OS. /1214A1-05, /0317A2-05, 10509A1-10 AND 10210.01-11 AS PER TAS-201, TM-2W AND TM-203 PROTOCOS AND ASTU E-1e56 AND E-INS SIM6VIO^ (IIISSOE LEVEL D, RIND ZONE I. 2 A 3) a /1220.01-10 AS PEN GS AI. 20 a 203 PROTOCOLS LARGE Uo G -W NIKDDN BLADE ® /0509.01-011 A5 PER ASTU E-MBS AND E-1096 (NSGLL LEVEL 0. WNO ZONES 1. 2. 3) BARO PROECIION ONLY AND / 0725-01-M AS PER TAS 202 PROtaaaL 2. W BLNDE(D AND HV WNOGN BUNS ® ARE D,,UR, To vAm N UNISON WTfll EACH OtMER UHDEN THE DGNMAL INACTIONS AND CONWIOtb DF USE aIOGAAE ON SHEET 10 3. BDRM K.V. ACCIRNNIN FINS (HA SM. M). USED AT BADE KAAaaE AND MR pWEGT UONT CONNECTION! TO TRACKS SWILL BE 114an' µ0 014-1.75' RE9ECDVGY. 410-14T 10191UY 415E5 STAINLESS STEEL BEGINS AM IMO W TFLD STBIGM AND ISO W TENSILE BtRENGM. FMrs SMALL at EDGED WTM BERTHA W 0ACR09pDD COATING SYGDK M WINECTUREG W Wnao,ED CGGAG AP""O'Go S REGISTERED 51M AUERcN GIVER SSTES ASSOCIAOK FINS RUST BEAR THE W IUOpNG ON MR HEAD. 4. ALL ALUMNUU BMUSCHS SNAIL BE A VUNUU ASSOLIATNN ALLOY MD TEAVER AS NGGTED on M M 2 AN, E YIdYVY YEID STRENGTH FOR SOB] 6005-T5 A_To Al1O' rs Se0 W AND SS7 W MR LTY. S AL SCREWS To BE SANLESS STEEL 304 OR 319 At, SALE W CORROSION RESaFW COATED CAIGON STEEL M PER DN WHO WIM SO AFT UN. FED STRENGTH AND 90 W M TENG E S,,,G,, AND SMALL COMPLY W/ FLORIDA BGLDNG WOE SUMO! 211IXIA. A DOLTS TO BE ASB A-307 GAUVANEED STEEL OR A9 304 OR at$ CAPE SIAPe85 51m WITH 35 W RN1000 WED SIWRG L 7. SBE THE FB10WdG PUSS FOR ANCHOR SPECNUIpxS HV GUIDE 0 : 12.13,14,15 AND 20 W GAGE 0 A 0 WDOGNG N UNISON' 12. 13 A 15 B. MS BERTHA NV. ACCORDION GIVER SYSTDI SEARS A U & PATENT tr779= COMPONEN75 OF THUS APPROVAL ARE COVEEp. W WHOLE ON N PA F BY US. PAIBM E54B179 ISSUTU TO FASTDM YEK SUPPLY, INC. 9. R SMALL BE ME IESPONSIGUIY OF THE CONTRACTOR M VERIFY THE SWHONESS of THE SIRLICNRE MM[IE SNUtMR 8 M BE ATTACHED TO INSURE PROPER MCNORAGE CONMAOOR TO SUL/CWUX ALL SHURDt COIOONET EDGES WHICH RpWN. THRU FASTENING IN CONTINUOUS OOH ACT 1TITN ME BUILDING TD PM4NT WINO/PAW ONIRUGOC IM EACH UNT RUST BEAR FDbUNDT UND. IN A VbBE FLACE WM WAGBRI NOTE DURING PERWS W HISN%'ME W,,M 1KN1E OVER. MAR. OR OTHERS, RUST FNeH RLY CLOSE ALL W AND No CENIpbl4TE AIN ENCODE Oq IWf AL 11Y AMO IG 1006. 11. SMUIIFA YNAFACTURDRS LIBEL GULL BE LOCATED ON A READRY VISIBLE LOCATION AT KWI✓OgN SI1111TM N AaDGANCE ty,, SECTOR 170.9] M M,,,, BLBDdG CODE DALE an GULL BE PLACED FOR EVEM OPEaNG. 1ABENG M COWLY WIM SECTION 170.92 OF THE FLORIDA, BUILDocG COOL 12. BERTHA M.V. ACCORDION SHNIiR SYSIEES ORGAL ATION $MAIL CORKY WRH GELS INDICATED IN MR ,PAWING PLUS ANT BULGING AND ZONING REGULATIONS PROWD[0 BY ME JUTI SBOION AFIRE PFRUT IS APPLIED TO. 11 I.) MS P.EO. PRFPIAFD BY Ras CNFMEIR rs GENERIC AXp DOE NOf PROVIOE NTORUA,110N TOR A BOIL V'EC01G PROTECT; Lv. MOTE THE 9tE CONWIOxS OEU1E PINY THE RM (a) CONTRACTOR! TO BE REVONSGE MR ME SRECWN, PIIROHASE AND aNSTALlATION dcADNG UEE SASSY M Me, FPRRUO, BASED ON THUS P.EO. ,G,,MG KB/ENE DOE NOT DILVI W MU THE COO111109 OUAAED ON THUS DOCILIANIT. CORSIBATION SALTY AT SNE 3 THE CONTRACT(NS R[SPON®RI. (c) TIE PLO. NNL BE W NaRtanD omun r ALTERED BY AT RDA6 d SN. SPEQEIC THE 11 USE BC FW[PMFD BY G ROR O R RECORD, TNA AS OR ARCa1ER WMCH NAIL BECOME THE ENGdEDt LL RECOIO (E0.R7 FOAL ME E S EO U WNO COIL BE i131 THE PROPED USE W IIIE P.E,. ENGINEER Of RECORD. ALfINO M A OEEGTED ENGNEFq 10 ME P.LO. MGN[ER SHALL SUBYR N TaGt$ UttEN 1HC SITE SPCCIIIC OMNNGS TOR REbfW. I.) ORIGIUL PLO. sHwL. BUN ME ,ATE AN, ORIGML SEA. AND 9GMMRE OF ME SCANNED BY St. Lucie County EMRaER OF RECORD THAT PREPARM R. M17 mTEW. Vic. �Tleco-' TILUT TESTING D ENGINEERING COMPANY /�,, WKN..Mv.AW.]IONIWSMCNW.ARLPpN ?G(i6TTT% : `�7�' PMNv : EaSb)1-t5b . Ie.: naS1aKH-19t WTB A TOUT J.. PL n,GA Lk. 0 14167 GENERAL NOTES SHEET I SYGEI COUMNENE 1-20 BEET 2 SYSTEM COMPONENTS 21-M SHUT 3 TYPICAL SHUETER ASSEMBLY SB-44 SHUT 4 TYPICAL WINDOW BLADE h WONON DUM AREA 2• W AlAp (>n AND HV WINDOW B AnF 0A (WHERE APP I AOI ) TVPM SHUTTER ELEVATION 9 NOTES ON LOOS SHEET 5 INSTALLATION DUALS A-F. CONGREIE/BLOCK SHEET B dSBWnON DUALS G-M, cNCREE/BLOC, SKEET 7 CLNTrnuATE DETAILS W SKEET e CETEDINITE ALTERNATING DEALS HV SHEET 9 END CONNECTION DUANS 1-6. COIERETE/oLDON SHEET ID MARNUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE D BLDCN SHED 12 ANCHOR SCHEDULE. CONCRETE A BLODN SKEET 13 ANCHOR SCHEDULE:- CONCIBUE S BACK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET IS INSBLLVION DUALS Y-R, WOOD SHEET 16 INSTALLATION GUMS S-K, WOOD SWEET 17 END CONNECTION DETAILS 7-12 A K. WOOD AREA 31 HV WINDOW FHAnF Q SIBS IB ONLY IYBGV. SHUTTER ELEVATION SHEET 19 AREA 4• HV WINDOW R eTI(Tl nNt INSTALLATION DUALS. NUM STUD, WALLS Y SKEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA A.S.S.A. American Shunter Systems Association, Inc. 4268 Weslroads Drive West PoHn Beach. I` 3]407 W1V11 Ll51LRN RETAL SMPKY. INC. v Accordion Shutter System RV. BADE #1 W/ OR W/o IW. WNGDN lily d. NswPTKr SAT MAN Wr: LD 1 OLD 15-CM /27 I CA. 07/27 17 e DRAVANG No 4I 117-107 fOHV SOLID BLADE COVERED UNDER US PATENT 6 5458179 NV WINDOW BLADP/ OF USE OF SLAD ON SHEET 19 ©HV ADJ. FLOOR TRACK OUALIRED FOR. USE IT/ 11V IA T 06]' 1 063' • ero I.eee' 11 HVGIIN HADR F1ED FOR USE W/ HV BIAOE 1 ONLY. SEE SEC1104S FOR VALID 6063-T6 ALLOY AND'TEMPER MXxMXYWl 1' 1 1' lawel W/ HV e• 3OHV UNIV RSA F OAT R QUALIFIED FOR USE W/ HV BLADE 1 6005-75 ALLOY MO TEMPER YM25 P 3 ae3• = .100 " I STU 1; . p © HV HiAMclll QUALIFIED FOR AW DBDEPONL ANL ALUMINUM ANGLES QUALIFIED FO$ USE W/ HV BLADE I ONLY. 6061-16 ALL Y AND TEMPER OOUALIFIED FOR UM`E W HV BLADE II) 6063-T6 ALLOY AND TEMPER_ 9OHV WALK —OVER TRACK QUALIFIED FOR USE W/ RV 6063-16 BlA0EA 01 TEMPER CCYPoNW A B TI Y! © ] 5' MI 1/6' IA ® Y !' YAC 41B1' 0.1B1' IB ES' Y VAC 0.1B0' 0.190' B9•'Im SIT 11 ' aae 9O HV TRENCH TRACK QUALIFIED FOR USE W/ RV BUTDEM ONLY. USE W/ AND TEMPER HV RAINCUARD QUALIFIED FOR U� E W/ NV RUDE (1) BO63-T6 ALLOY AAAl1Nff000 TOUTER, 7, W. i 'e�y T ! �Il> : * ! • TATE OF O', .' v J,S,.��r.ei1l a �ip� D r /'A4rTlewAic m.rr .2017 TILTLCe, dG ■ ■ ■ ■ AmoL9ean ShuH�r Syahme Assoelotlon. Inc. 4268 Westroods Orive West Palm Beach. Fl. 33407 02017 EASTERN VETx SUP{gY, M. Accordion hutter System kV. OiDE ®1 w/OR w/0 KY. VAMON BIALL TILUT TESTING A ENGINEERING COMPANY 6u3 N.. »,. M_ R.. 303 M.IY,. awaa. ndml a, PNM.:l3o�7e7,-Ism. ra.;(MaW,_,5» m^ RDRD6 Uc 1 44157 ry, "'tRomR MIT W" 6y Le 1 ULM 13-055 n7fIj mTc wnvn B DRAWING No t �— O� a PLO,I R rmxr 00TAN © LOCKER FOR "T' LOCK NTERMATE QUALIFIED FOR USE W/ W BLADEQONLY 6063-TG ALLOY AND TEMPER 11 063' D13' ?g J 3© HD GFNTERMATE W� NO� QUALIFIED fOR USE W/ HV [35 1 & A 6063-16 ALLOY AND TEMPER ® LOCKING RODD QUALIFIED FOR USE W/ NY BLADE( 6063-T6 ALLOY AND TEMPER ®QUALFI 6063-T6 UALl0Y/AND T[uPCq 1 ONLY 6063-T6 / 1 ' �� �)YO t)PJ W 3/3/ 0 16"0-16 Al"0-16 AI r SON NTER�bgATF, DUAUFlEO Cf R USE W/ W- BLADbi E ':R 1(� 6063-T6 ALLOY NO TCMPER .�5{IL�FATn- LI/rA dZ HV 1 /4- 0-20 AISI 'ind. QUALIFIED FOR USE W/ NY BLADE 10 ca K"N MK6 6MO nlMpl cacwt >wm, I HV EGRESS LOCK QUALIFIED,�[[OR USE W/ WBWDE(J& ® ONLY. va• - 1e qL AFTER RIVER. - BEFORE RMTIIIO 1/4"0-20 RIVNUT* i -n Awn waE nul4L nm W As AAPW URB %A\ Hr. KV +wn om 4 w wura RNATIVE LOCK FOrj USE 1Y w )E 1 ONLY. i111PIB11RiH a'r CTDApIw• Den• va. nnnleTNRr w ar 1 Y'n4 LYlal� HD LOCK ua ue BY RCGO)T NARDM®u0 SO 2M HOOK BOLT LaoN ---QUAURED FOR USE W/ NY BIADEQI & IoA a. N. 111�T]YYrFl 02017 lARtO. v:G C2017 EASTERN META. sIRY Y, Ol, ASSA IL ECO1NG. Accordion Shutter stem ■ ■ ■ ■ RV. MADE pi W/ OR W/0 HV. WNOdW System TILUT TESTING & ENGINEERING COMPANY American Shutter Systems + SiA - i u33 K.. 3M a4 M.3RA wvn woos. n"m. vM Association, Inc. I OLD a -Des )/i) 1 wrz� m/2)/n (mspn-u30. re. I (im)ml-o!1 4268 Wesbaads Drive F '•• ObgIDcR West Palm Beach, FL 33407 3 DRAWING No P F �FFAI'/1Alle17 adaneTc ""= w 1ua �r. P.c - 7-1 07 rtamr. tt / N1A SHUTTER ASSEMBLY SCHEDULE FOR HV HV O WEIADE 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 .USI 302 SERIES S.S. RIVETS ® HV 1 3/4" ACCORDION PIN W/ B8 HEAD '• ® NV 2 3/4' ACCORDION PIN W/ B8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW sff k UIRFMFffTS AT EXTERIOR BLADE KNUCKLE FOR (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 OR HV ® BLADE. 1'1 tt31CAL SHUTTER ASSEMBLY (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV tO 40,224' BLADE WHEN CORRESPONDING TO INSTALLATION -It-, SHEET 7. 04SLr. 0 (3) HV PIN ® OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER TrP 0 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 'B> SHEET ,*EL CARRIAGE DETAIL EXTERIOR I a AOCs IONCxI[ (WP) c OOR ® I I U7 OR ® EXTERIOR IW PIN ®OR Ar OR OIARE's 1INuO ($[C NOTE • roR REOUIRTMEHTs) SSEMBL, e2Mn mrrco. Ple. I TILLT TESTING I2 ENGINEERING COMPANY Las x•, sen sv m. gas wma uimM3 r1am1 n Pnw. l (sos)s71-Ias4. re.: (sos)mI-Iu1 .-I.e>: 1n.Lwwlcan PB-eMte7m I{� 11LI. Lr NrUM 4 ,1 .4 PL 161 on 12' TO was. m euOE .0625' �i�, ,"A Aets eTs• PoLYGRBONATE SOURCES FOR 4 111,fA 116p1p 4,41naL arne,m 400ma emu � �me � x.e amr� crtwc 1R,xn 1necR rtu e1n 4mr La1[ nw •!' e.oe 4..1 Iwo 4ol 4.'al nM1IMI TI6MIN n Ip0 nWua Ilcoum .SIV OM um mw IIMO PLL 2wme r.a N. Ix. LL vsAm w m7l➢ clo® Oro xsW Pn4 ,4 n-x/. n rt-x7w ae,¢ eoem ,m enu oa a Lu • xL, LL'[ m WiM mr9IDO 411Y'O,IM.. 1 [-1 Mb IwT C-1 C.D 444T ereRgs RWul G TOaLL LMLxm, Wlol uW w em r.4 s.O ru 100r LIRA 4ppQ .CV1mp 45pl Oy M614LL rttl yy A.S.S.As American ShuHer Systems Association, Inc. 4268 Westroods Drive West POIm Beach. FL 33407 4 WI1.W1 V & sANPLY, cc. Accordion Shutter System IW. BLADE g1 W/ OR W/0 HV. WINDOW BLADE . x eLsbV110M oxrt MM W. LC, 1 0L0 15-DOS 7 21 1 Mob 07 27 17 2 DRAWING No 17-107 n y O ' �I •,�„• '_;',_fir ..�.-�. VliY�s;�t>♦�Ii7 {'1'ali�:1�S�Y Sl1L'7\1 O. O. O• O• O. OO• P.R.' O' O• O' O• O• O• m• E ©a�a©. OwOw10 •®� 10• Sew©•I�'a�.�JTa O• ®a �• �wli'•�a�• TYPICAL n HV BLADE SHUTTER ELEVATION N.T.S. n OF CORNER CENTERWTE 4. ENE IYY IOCK 'tJ w ®STALL BE USED AT 1/2 OF SHARER OF SHARER SPAY FOR SPANS UP TO IDS•, µD FOR INSTA WY REUSED AS µ INSDE OR OUTSIDE LOCK, ATTACHED TO N 1/2• LONG FLAT HEAD SS. M.S LOCATION OF LOCK SHALL AS SHOWN ON SECTION HVE. AT 1/0 OF SHARER SPAN. KMCATED ON TYPICK. SNUrrER D.W00N. ONLY LOCKING RODS µE NOT REQUIRED AT,�NRM= SHARER PERFO WI1C. LOCKING ROOST Q� 017 IN POSITION (NON HURRICANE POSTON). W LOCK aN. HAIL BE USED AT CORNEA CEdifl CIE N/(2) 1/ /-20 1/2• LONG fUO.US,f ML LOEANGH F LOCK SHALL BE AS INDICATED O71 TYRO 7ElERMMED AS PER SCHEDULES SHOWN ON SHEET 12. 1 WY BE USE IN UEU OF IN LOCK or FOR ERNAIE LOCK WY BE USED p5 µ HSD OR OU W TO Q7' OR CEHIFAWTES SHA{L BE MADE W/ 1/ STREET A 0 LOCK SHALL BE USED AT 1/2 OF SM FOR ANY SPAN HS T µY RF S INDICATED -ON UP m 1W0 NV CR7TEW/AiES DRY CONORION ION, BUT WY A11VE OR'ICE 'OR ANY SPAN I DE LOCK, )CKNG RODS 0 B. LANpATpRY_H]1N01110N /] I'DR Klxmur u Ivwn MST r ONE HV LOG( ® a 0 or 0 STALL BE USED AT 1/2 OF SHUTTER SPµ MR AN, SPµ OR 12, ABOVE OR BROW 1/2 OF SHARER SPµ FOR WARS UP TO 901. AND FOR INSTALLATIONS AT ANY ELEVAOON. W LOG( @ or of 0 WY BE WOO AS AN MSDE OR OUTSIDE Loaf. AITAGHEO TO 0' or 0 SYADAEROFAL CENTERMUES W/ (2) 1/4' 20 A 1/2• LONG FLAT HEAD SS, MS. LOCATION OF LDCK SHALL RE AS MD GATED ON TYPICAL SsOmT ( ETEVATKOL USE OF LOGONG RODS g W/ 0 OR 0 TOP µD BOTTOM M CONPLETRY uANOxTOR1. *NOTES ON HY WTN 10QK5 ARID CENTCOUATCC. a I. : ONE KIERWIE HO LOC 6 E WUSED M UE11 pE NY IDD6 a, OR fW ANY SPAN ANp MSTAMAlm76 AT ANY fOYAIHM. ALIERN7AE NDO LOGE WY BE USED AS AM 0.5mE OR LO. ARACHYDIT N KD IaCK �E: Ta ® a W/ D le . 2/B• F.H. B C N!. ANa MCWDFS RFIATDRCRIF)R DE[RT IXAS SHOWN ON SEGTOW Imo- Alm KDC-H SHOE 1Q LOG( WY BE INSTALLED AT u10SPµ OR 12• MA%MUY BELAY OR ARM I®SPAIL UO OF MN,aN0 ROG, (5 6 COMPLETELY OPIWIML, T1r �Y•. ,.••'•...... ,• ✓ = eml) IERCa. MG 02017 EASORN METAL SUPPLY. ING BERTHA "VTu Accordion Shutter System 1 LL E C �• �� /, * TIILR Amalcan ShuHer S B}ems Y HV. BLADE AI W/ O( W/0 IEV. NIMOW DADE M. Ms P•R AA1M ec Le 9�:• F TESTING 8 ENGINEERING COMPANY Aye Ate. bw 0. T4 >m. wnia b7apq AD90C(O})Dar Inc. 1I OUD IS-OBS 7 1 I Duo W 21 IT nom! mle ITw : (we)e71-u7s . ra : (aw)eN-Isel 4266 Weslroads Drive 1 DRAWING No _\\\ ONALENSN'11%, . °— " Ylest Palm Beach, R J7407 l 1%�1�I ac ccni7Hym((/{(iDr /nATr RaTp•Ila a1e7 / / p)xCRETE Nrt]E7r6 / . I B roR oa (ssE YamiYR OOR YatT A 1• .5• I, 1/"102=MG 1/4�20 NM % 1/2 a 12• 09. // / /r •/ IL 0.' iJ� 1 E �_ 250 Ya I'll �'BY-WALL HVWA HEADER INttp I eTION + K YSTON nRs11xG aAs I m am °Im 1 1 1 OR 1 PEn ,1, Ya. SC°YUlgtl i0 urt 1 ISEE SENEOYIE ON SM[R IIJ w sNa n M LpEyH9Jljcrrnso 1/4' MO. // / 18 EO [0 I/4•R-M•3/4 54. Ya�YE STCRCR°ENS WaRG ©HV WALL HEADER INSTALLATION Yaa 5[PMAfgx Ta GI/4 —(SEE SCNCT4IIE ON SIO.R 11) �1 GPnauE , . C m FII (SEE SCNEOOIE ON SREET 13) ! / %- / / ,/ /• / `� O 1• W" 1/4- 20 NOIS O 12' O.C. -}— \ r L (SEE SCNCOOIE ON PWRED cONCGOE-' V'ra 13) 1 nsuO HV WALL SILL INSTALLATION i MRs (� SCHEDULE RED RED CONCRETE SNEEi 14 OH"ALL SILL INSTALLATION OR CONCRETE 81= °U1L °c0U'ED EQ HV WALL SILL INSTA I ATION �•NaN_`;,' 4 fai IYRIFAL SIURCR • INSTALLATION DETAILS W/ ECOaa CAN 8E COYSNEO ( 0. - EDGE a$iY10E (SEE �EWN'w110N5 a1 SRER I]I • sa UIa ATIGNS a USE FOR RUME gw SHEET IS HV BLADE sort Avr wSuuATgra F FFF , \I/ A O S.S. PKIJU S CNGR SoMms 215a IY 0N: V✓9 -^ 4 ' ` • ' Ord =- A'•''••. OAIOP:•'.4,°('.eP f —.—W .1� =.s/ONALEN6,11` •uFrP••• r P.E!SEAL/SIGNATURE/DATE M17 Tartco. we IRE O TIWT TESTING e ENGINEERING COMPANY •`+•°.•. 24aaR.. 70. YIK1Y crime nam4 ,eta °m.., noe)on-ImG. Fm:(WSWI-Issl mso°Y.w ® 00°°210 IILLlU APUff067 Jr. VL namE ue. r 44152 FLUDA BUILDMG A S S A American ShuNar S la ma Association, Inc. 4268 Westroads D&e West Palm Beach, Fl. 33407 FADE Non High Velocity Hurricane Zone OM17 EASIEIW MET& sL°PLY. WC BERTHA Accordion Shutter S stem y NV. BLADE /I W/ OR W/0 NV. Wta)WI BLADE' . N NISOImIOx vrt mYav en Ee 1 o1G Is-aes 7 °1 wm o7/27 l7 2 3 DMWNC No 17-107 a 5 SHEET 6 OF 20 ° CONCRETE AOHp.$ (SE SCMDUIE ON SHEET I]) a Bm INOR Ili N1 nR i m.® HV CEILING INSTALLATION OR ®♦ I +R . • TEN SCREY4 O 19. G.C.18tl I/6 vN. CONCREIC AIK11on © - 7 (SEE SCHEDULE ON SHEET 1]) mBE Of j//.i // in/: .:"// nIecor )Potmo "CNTE h U HELD wNmETE µppRS FANRm 0.• D.• (ME SCN[DLIE ON TNET It) 8� HV ELOOR INSTALLATION t HV WALK —OVER IN�TeI I eT101 CONCRETE ANCHORS (SE saGau" ON% SHEET 1]) / MT HEAD CONCRETE ANCHORS Q (SE SONzM ON sNErr 14) It TRENCH IN�TA I eTION AUD ONLT fOR UP TD ♦70, -03 PSr ASD. DESIGN PRESSURE II d[ POR SPANS PER SCSCHEDULEP.. SHEETEr 11 _ 8 ' I UW 6jtl 3 OR IIIO]�4•M C. ff;),. ruli / / verAAn a 6wro4R g i Q =W/Mo / ou�rt, ] e rl /LO/4• NE HW O ]S� / ra SCREYS o B- 0.0 _ �" t 3/e/ oR 1/ax-m ss Ms. I wlmmE AYONOR" g ,O /tm/P sas. / / _ �_ j 11/ /j 1/.•rtvu/' a Irs 9'Ii .. �j aWtl 1/f..pe NNc` i SHEET 14) IJ t/1 / i . uai / /' O n• oG __ {ip____• 17 m IB 1/a' I t- / 1 ,i •. • • %` u61He ran rTAa;natY ) 1 / ^ FDGE Br r / 71�i118 ].w' IaN. ... 1RA IMNMOK / / � , � sus rc // L • Lo. tut / 11 1 r/B'.' 1 7/e' ' / z Ipx]/4' rM. SO.S MONTE ANCHORS [NOTE I](a) 1 D B' O.C. cap¢rtOap¢Ir ORCONVICT4 EFT 14�EBNL ON ON SH[E 1= COCREICPOUREON $NCR 1](a) 1 REOa mD OLL FLOOR INSTALLATION © HREN WALL WA K—OV R INSTALLATION O SmASTAILLATION EvmNtO GbIN �A I ATION 14+mRRt mu1TTR oux Yc t / ' E.NOTE: FOR D.. EDGE DRTACE t ZzWn1 p 1`04FGR D I- SKEET 4 FOR TM SIRIf1E, (SE SRECCEGONS w SHER 1]) D TO Al OrfMW[ COT ♦ S lM2AlI0M9 USE FOR ElmURCE]-MOIRIIOD ECis MN6 CAN: W, ♦ 1�/ INSTALLATION DETAILS W- (i� HV BLADE O IENf' RAY ro S A ANY OSOIUION 11111 a A. i ''-. RORMA BUILDING CORE Hon High Velocity Hurricane Zone t'`v6Hys�; ✓9=: MI7 nmro. OC Omll uslEwN UU& SUPKY, OC *` u i I� A S S A Accordion Shutter S stem - 9 American ShuRer S etyma Ne BADE 61 w/ oR wy RV. WWOWYBADE TILIT TESTING a ENGINEERING COMPANY % mrnmex WTI CIaNtl Br: EC na I, ]I14 Aeeoclallon4 Inc. I i OLD is-oes r I D mTo a//n/v IHa.4 : (w])IIN-Isla . rax 1 (ws)on-IUI 4268 Weslrood] Drive E 1ORAWINC No la 6710 ^ asDm Beach, rL 33407 a I m-aeceno Wt PIq Y4LTOIAiWf h. P.L 4/ �/—�O/ D C CI /CICUAn Lac m.4 rlmW E4. r 44167 . _ _ DETAILS ON SHEETS 10 18 OUT IN �EeelwG Guns ®•'®„© p7 asp to ®o --�rr.I/e•.r-T mv-Te Auva AIYY. AT/GCNy "I I I If/IAJ • SYS 0 , r S EYLw. C U'U'U7„U.U.QgaI 8 _®a O9:3:31t®-1 s IN oPrloi HVA 0 S SEC ,101E4 M t«,0,o Reee p , NV IGe ©. INSTALLATIONS W/ 1 HV **A� UYrz7N Wr8 M� > BLADE W V CENTERM TES �RWUA�<egK, �,„"� ,so 0 , --------- Ex— Guns -• ---------- ------------ LOCK o 2 ui vNu,nN TO e (eEE GCXE �zl� aN sMTET 11 j w aM�"�=�� IN ,PN. eEDM (SEE S� ).�uC�•�is oN SHEET �r �O OUT 1 G 1/2-9. sus HVE HVE** FLORmA BUILDING CODE M JE emlr 1Arzt0. e,G iTTco TINT TESTING 8 ENGINEERING CGYRANY as ... xa u- 9a by Y41Y eYeoa nwI jj Prau : pee7e71-1ew . r•, : fws)eTl-IS]I •'"1pY•°••'m'" ®-aaoeno e41WA1Wf A. Pl namA uo / ••,eT A.S.S.A. American Shutter Systems Association, Inc. 4268 Yleslroods C& West Polm Beach, FL 33407 O KK A9MH e A e e �I -CGNCRM NICNom o IV 0. S 1 , lutter System KV. wnww BUOE NT M., er Ee 71/, WIC 07/27 17 DRAWING No 17-107 SMEEi 8 OF 20 ALTERNATE INSTALLATION W/HV n n MALE/FEMALE "T" LOCKS C NTERMATCS g LOCKERS/ (1) HV BLADE • SEE ENO CONNECTION OEW a ON SHOEM TO ! 18 OUT IN I M7ttmNNa Lava Mr, emerm w nor a O �•®a u rms v uxwnr wrxa a.ysmonm NL•me. A 6 . e I aaww w r�" s.m, w7 a asm aw ws a .�a�i•ADaRiI•If9 a "" L • s0: 1mrt a 1q xv saw® . T 1aat, q LRr a } sau rw rnras� am.-n wya wa: rwa ip Darr lamwr. vye E ow. .9 WVlC11raD F trR OOEx mnma vuowon, xn aws7 rrnw q tour. -------------------------------------- a W/ 7M0-20 . 1 1/2" ss.M.S. e E 3/32" WINGNUT. ©0 HV "T" LOCK (OUTSIDE) Me, HQD—HVQ * FLOATING STACK M17 MUM ML �LTTECO TILUT TESTING & ENGINEERING COMPANY coax : I3057871nsw . r" : nmNr1-Iv1 n U f A.STES,A. American Shutter Systems Association, Inc, 4268 Westrcods Drive West Palm Beach, FL 33407 W 2017 EASnAN MM SUPPLY, MC Accordion Shutter Systt MADE #1 W/ OR W/0 KY. 'WI OGV RM oncramx o.tt q.sM . la OLD is-a6r 7 )/I 07/27j DRAWING No CONCRETE Nro Olk %! o le• O.c. / if EO Gown AT t P 90E OR —POURED C0UCRrTC OR - v RCOLTRED � � i, l / / ^POIRED CONCRETE OR amW�I[fly pCONREp ! � CUSS z-OOSOND �EIOGTWD GLASS i / / r—i 1N,S AFUON J Rat. EmNutvt GASS . acronura�s¢r / som ET]EEa+D�EET t/le•ar YAx tasarie wRE1D / tt rw 9ADC OINO (sow- me® iD On SEET iqi i eTOES IDa<® R Pure: a°SERir f/]. AT EITHER ME M , JCOYCREIE � i D.C. AK O te• / f ] IAtL- / O.0 10 OR OR CONCRETE RBOCA AL CONCRETE lOrx WALL. AEaUOm /plat/]' SUS 4 SEE DRNL N TOR J ) OR WE CONNECTION To IRECeS ! �EriAlWO Gu ; : /! YN JARIXION i / To Qw (SFE soEOEEE w s " (A USE I OR ] YAY. (AS APnRABIE)a]11/810 AENOMT Cl1P )ANGLE AT (sow1W 2-S AT TONEICNr ul /tmvr GNIS A Tope NZ (])1/4'a TNSON9 AttCf10R9 IO OR W MN AT t' O.C. (LOCATE AT EIMFA smE or (Eft END CONNECTION DETAI 20 ZND CONNECTION DETAIL03 GLASS GLASS mi /c OI/r ueaL.orx N.uAINAm — rSD mmeT„rI N,,Y,rot D/ E-t-: sm qm^"CONCRETE ]- � ND Dine YH r -s GO l . 16NNMm f➢IEY FOR spurs GREATER T n'-o- ©oR®oR 1®ca 1® coo ♦ GEE Y BLADE gWSM 159 TOR ©1OR..61-.611-R. ®OR@ VIEW y Y 2_Pa1. P.L/.1J.A.4'L� PLAN DETAIL X END CONNECTION DETAIL (aJnchtlt OR CONCRETE BLOCK WALL ©O•®-®•®•®•® - FLORIDA BUILDING CODE Non Nigh VelocityHurricane Zone t`�1,`�:'`VGENS'F:+t 3 amn nrz ®]Of7 EASTERN PEEN. SI Y INC. TM *' �� A S S A Accordion Shutter System •� srTK'� ■ • ■ ■ American Shutter Systems Kv. BLADE g( w/ OR w/o KV. W4ODN ■ACE i i �,e•"•., TILOT TESTING k ENGINEERING COMPANY tv. wsamwx arc dlr..,I Iv: La ;'• r00, ons No. n fL M. a61, Wale\ tWND4 nalm, vn Aoeoolellon, Inc. 1 oLo is -ass 1 9 t wTO w n/n • `-s/ONAL vro..: Iwe�erl-tau.rm,(am)en_uat 4268 Westroods Drive west Palm Beach. R 33407 T ORAIYINC No EN��RI''t //II,PP e�W � , pA E r 1 / '4 07 Or ct. /=Anlar/new Tlgie4 Ue I MIPE _. _.._— I I I NA%IN OR 'LM�.�O • t+' LOCK ® W/ NO LOCKING RODS @ or CENTEAMATID 28R 29 W/ ONE Afa KdT I� WALL MgAINIG n �CE�M10 W/ NO LOCKIA'0 ROBS (SEE NOTES t, It) SCHEDULE 03 ILIUM SHUTTER SPAN* i+' R 'L-' (it.) INSTALLATIONS WCENTERMATES k W/ ONE NV LOCKS OR W/ NO LOCKING of S 0Vp FOR umurna Q SNFR TI M.,iiE ASa �, ORTALLAiIaR x� naa/man Wovmw a'y �IwWnuw p noon li L-( 30 IV-0' I6'-0' ]5 I5'-r —To -1o' 40 14'-2' IS'-2' 45 t]'-N' 14'-T 50 SS 11'-1' 11'-IF 60 to', 10'-11' 63 0'-5' 10'-1' TO 8'-0' 0-4' 73 e'-0' IxSTNI•n0x LrGFva CONCRETE h W00D MP'SORT WALL . C, D, E. M. N, 0. P, 0. MOUNTING , K BR, S, A V. BOOR/CEILING MOUNTNG H. I, It, J !FG T, U. YV @ K M 0 NADxVM SINKER SPIV! l+' OR 'L- FOR NST WTIOHS INTO WOOD SHALL DE LIMITED TO 105 pit. AS.D. DESIGNPRESSURE MVNG. t W COMER CEOENATE /] WT BE USEO AT ALL MOOMNG RiSTNLAFGNS, IOCgNG SPEC/1GATIONS SHALL BE AS INNFATED ON uNlOA}OFtY CGlMwx l2 mom A5. SHEET 5. tt!DK T THAT NM4LN SHUtM SPIV! T.i OR MIL-1 AND MNOMIAN ASD. UESNC PRESSURE RATING FOR INSRLIATIGs INTO GENORIE OR CONCRETE BLOCK SWLL BE QED AS FOLLD 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +84.-72 D.a.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 1 n HV BLADE Gww T61[W, plc ILTIECO- TILLT TESTING @ ENGINEERING COMPANY Nff 0... ],a 0. P�. ]01 KIWd La®6 RRa, N Tram : (]n])en-Taw . rw : (w5)OTI-ISn s-met m.caemlcmn La aosTlp .utR w tnur nwoA Lic 144441076T AAA.& American Shutter Systems Association, In". 4268 Weslroads Drive West Palm Beech, F. 37407 (1) L.: AMIRIN ALLOWABLE SPAN MR A CNEN POMWE &S.D. DESIGN PRESSURE MIING. L-: IRK. ALLOWABLE SPAN FOR A GIVEN NEGATIVE AS.O. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETiNOIE WINNM SPAN FOR WALL NOONTINGS (TOP/90170I OR FLOOR/CEa1NG: GIVE! A POSDIVE AID. DESIGN PRESSURE MTNG. UEm%RNE NAANUN SPNI 'Li FROM SCHEOOLE. GIVEN A NEGATIVE AS.D. DESIGN PRESSURE RATING. DETERMINE W Ut SPAN'L ' FROM SCNrrnnr FINAL moMUN ALLOWABLE SPAN IS DOM TO THE MINI OEIERNNED SPAN BEIWm!'Li AND 1-1. (]) FNOOEDURE TO DETERMNE MAKNUM SPAN FOR CONSIMTIONS N BETWEEN %TALL MOINTNGS W/ FLOOR/C 'G MOUMNGS: FOR A GNEN POSITIVE ASD. BE9GN pRESSURE MDNG: DETERMINE: U+. ALP%. SPIV! FOR WALL MOVNDNG IN!Rl1ARONS. U.. WIL SPAN TOR FLOOR/CENNG MOUNTING NSTA GOBS. FOR A GIVEN NEGATIVE RSA. OESGN PRESSURE MDNG: DETCEMINE: L,-. NAY. SPAN FOR WALL MOONING INSTALLATIONS. LT-. u SPAN FOR FLODR/CEIUNG MOUNTNG NSIAL VONS. F1NPL WWNUM ALLOWABLE SPAN IS EOOAL TO THE NOWAY BETWEEN I.1+'. L+'. 'L,- AND 12- (4) GO TO ANCHOR SCHEDULE WITH NIµ tmoUW ALLOWABLE SPAN AGO NEGATIVE AS.D. DESIGN PRCSSURE MGIG TO DEIERNNE WWAA M ANCHOR SPNLW:. Accordion Shutter System RV. BLADE /) W/ OR W/0 KV. WNW BIAOE n. xr ptt[ M Nn — Ge LION. 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ANCIWRe TG SUBSiMTE swu a< As raLORs: (A) TO COMO MAM a)NfaET . GO, rc 1/4.0 1AM4*1 ON TAPcON weN AWINCED DIRFIDTOg1 TCaO101OGT ANCHORS, AS W ACIUREO BY LT.w. BIaMN. (v . rc . 2 WT ANCHORS BBACj LE= _ 1/4.0 • 3/40 ALL Mass solA-SET AICIFORS, M OSI@4,IIED WALL PONE SCREW, BOLT a SPECN.TY c sO ANY. (Wx re - 3 TA50.n OR - 1/4.0 MC TAP WNORETE AMNORs w/ GP K YANUFACIUItCO W /LOR,, FASTa,E16 GORC, M(UM. rc . 2 P4G WG AS I~ACRIN FASTENERS. M. A� Ntt OCM@ IM GOO URmOmiE W OGT 1- RJIFD 1SORPOWERS 1ID. REG6RMO wRHTHE1N ANORKUW LO fftjR �M m, ASSOLUi�IORTM, PIG �". To r` ' 1°'I' Au Pones saW-sEr BWE lAP W/.aw NOM4.. CPPERf A,) 1NPYW VfilltL INTO MRED CONCRETE OFTNnON OR TAKOR WIM ADVANCED THRBMIORV 1ECNO04Y ANCN00.4 AND IIPPai1 ANONOPS 6 1 2/4•, ANO TOR NIR TAP R/ CAP ANCORS 6 1 1/2•. A]) 1@MNY ENeENADIT OT 1/4Y c D/V IEL POMs SNW-SET A,C SMALL BE T/e• INTO TIR PoVPm CONCRETE No a10FOYCO .Ia „Pi1 O vW INTO SMrCo 9W1 BE PFRIOITEO.. 1/4.4-20 " YAUCIE SCREW USED SHALL BE 1 1/2• ICG IWWNa 1psAsO ST1CC0 A4MI A sxFl, I. ETET. AM r UUMU MR 11NL5 WHIN N, srOCGa. 11) N G DUT H2GLST SICK. PRE04ST CONCICTE PA'IaS. PAYERS OR MIT VENECI BE r01MD CHIN aOSNIG wHL OR nook MIOCRS 9 BE LONG MMICN To RUC, M YAM SIWIGTUIE BOUND SAID WAIL FINSIOM ANWWRA,E 51UI1 BE AS MOCOED oN NOES A,) a A'" ABME FOR NDASATWNB C1 VOTL 9OIG OR CM RIM OR 11TgUT HETµ S1UOS CONSLLT THIS M001FIR. TM OaTAMA1Wn NTO One RIM SILTµ SLUMS SEE (B) TO OOSINO COMFAEIE OOCC (Isla C-PO) - 1/41 L1fCON OR TAMON PPM ADANCED TIOESOORa TECHNOLOGY ANDOM M AS RAIU,ACNNEO W LTW. BUROEY - 1/4.0 0 3/4• ALL POVe5 SO D-M ANCHOR& AS smogrEr1 BY ALL PO,,, ECRR. BOLT a SPE KW GONPANY. - 1/4'P BWE To COIWETE AIC n R/ CAP AS MANFAOMRD BY MOAN FASTERAS CREC. _ PIG - 1/4.0 TAOPON ANCNOE M a FATM D BY POWERS FA$ENMs. WC., AND D6IWBUIFo W ALL PoM,e sC . GMT tr SP[ML1Y OWPNfl OR ANY ONER APPROVEO LICENSED OR AUMOUXG, VMOOR'RMSTMED VON DE A CAN SHUTTER SYSTE"s ASSMwTWN, MC. NOTES: alI I@RaO11 MaEOUOR HMO CONCRETE BIDCN OF TAPCON, BWE TO R/ CAP ANCHORS AND TIPPW. AVCIORs 6 1 1/4' AND IAMON RTM IDVA an) TMACDFORM TECHNOLOGY AxCHO6 6 11. 01) I@CIMa OIBEDaONT Or 1/4'0 A 3/4' ALL POINTS SOLW-SO AN'CWNS 9 BE OWNQY oWEDOED MO 1M CONCRETE BEmU. No EaemUENT MO STUCCO %H 1E PENITI[0. 1/4. 0-20 SS aACIOIE sCRW USED SHALL Ii 1 Iry' LONo ,WMN 9RA o SIscOo CET. AND I• Uv4wU FOR MILLS WITH NO STUCCO. IyTI N CASE T PRECAR SLOE. PRECAST LONCREFE PANELS. PAVO6 OR ANY VDW BE FUND CI TIE COSTING NAIL OR FLOG, AHCIN6 91Aµ BE M AU ENOUGH TO ROCI ME MAN STRLCTI= BEHIND SAO R ,M9N6 ANCRMALS SHALL BE As NOCyED ON R016 &I) a s.2I Ae01E MIT NSTAIIATWNS ON VNa SWOW ON MS w11N ON wIMO,e YETµ STU0.S CO4pLT Dr ETassa:;R MIT MTA„MWN MO EPs 111T1 MAL SOWS SEE SHEET 20. (C) AxC,ORS SHALL BE E6FALLED FOLLOAMO ALL p THE IEDOYYp:pA1Xw15 /IW SMNVAIWTE K MC NIaWRTi aANIACNRR fM sE[ SOImnE ,moa FM rmF 11'• . , L E 0 , FIVE DISTANCE VERSUS 'SPACING SMOLILE FOR ANCHORE �.M...r •~ -. .a. aARNYV MsXIA sP4M AAE V" FOR EDGE Dv,,,VS NNGIM M". FOR E o. MISS RWN ,NE so G aERKL ANntlN sP/@W Of aOLII MG SPµwP sxDMT OR saM M M rOIIONNG FFRORS. Monte sPACMO OOTA MM FXTaa 9YLL Iq, Bs 11 nwN InMulla SPAN. m Tro Mo rKX alloaACTUTP[. FADTOI EXCEµ O➢CGN TAPCON wTTH ADVANCED MREADFORY TECNNDLOOY POSCSET ALL RT UD BLUE TO N/ GIP TA TA TAPPER f OERANCE FA. YPL sPA4W0 - ]' 4P1. SPACPL' - ]' ICL SPADNO - 2 1/2' MIN. 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