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HomeMy WebLinkAboutSET UP-INSTALLATIONSw'oT 1. BEDNA H.V. ACOMMON SHUTTER SYSTEM SHOWN ON THS PRODUCT EvAUMMON DODUUEN (PFD.) NAS BEEN YDOnED MR COAPMNCE W ILCORDMiCE WITH ME 2017 (61A EDITION) OF ME FLORIMA BUM1OWG COCE MS ACCORDION SHUTTER SYSTEM SHALL NOT BE INFULLED AT NIGH YEL(I HURRVINE ZONES. DEEM WHO LOADS SHAl BE DETERMINED AS PER SECTION 16" OF ME MOVE MENTIONED CODE. FOR A EASIC WIND SPEED REQUING) BY ME NR5 ,M WHERE SNUTipR KILL BE INSTAILD WITH A DRECTIONAUTY FACTOR Kd=O.BS, USING Mat 7-10 MD SHALL NOT EXCEED ME MAGI (&S.D.) DESIGN PRESSURE MIMGS WOGiFD ON SHEETS 11 MW 15. 19 & 20. IN ORDER TO VERIFY ME ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DEIERMNED PER NICE 7-10 S,, BE nM REOL'CED TO AS.O. MKIN WIND LOADS BY MULIPLYINC MEN BY 06 IN ORDERTO COMPARE MESE W/ MAX. (ALSO) DESIGN PRESSURE RATINGS INDICATED ON SMELTS 11 1MAU 15. 19 & 20, W ORDER TO YERIPY TMt COMPONENTS AND MCHORS ON THIS P.E.D., AS TESTED. WERE NOT OVER STRESSED, A 33 S INCREME M NLLCwMLE STRESS FOR WIND LOADS WAS NGE USED IN MDR AWLYSS. HOWEYW, A WIND DUMRON FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. BERIM N.V. ACCORDKW 5lNflEt SY51Cu'S ADCCUAI.Y f01t WVG MD IARCE URI V@AR LOAD N.AS BEEN YntV1ED IN ACCOAp wM MOM I509.1.2 OP 111E N90r YCNRONED CODE AS PER An REPORTS -HY BLADE (D 10214.01-0. /0715.01-W, 11004.01-05. 11214.01-05. 10317.0E-06. /0609.01-10 AND /0210.01-11 AS PER TA9-201. T4-202 AND TAS-203 PROTOCOLS AND ASTY E-ING AND E-1996 STMOMDS (MISSILE LEVEL 0. MF40 ZONES 1. 2 & 3) & 11220.01-10 AS PER TM 201, 203 & 203 PROTOCOLS LARGE MISSILE. -W WINDOW BLADE m 10505.01-06 M PER APM E-1006 AND E-1996 (MISSILE LML 0. WHO ZONES 1. 2, 3) WIG PROLECRON ONLY AND 1 0725.01-88 AS PUN IRS 202 PROTOCOL 2. W BLADE 0 AND W WNDaw BLADE 6 ARE ENGINEERED M WORK IN UNISON WITH EACH OTHER UNDER ME GENERAL UURAToNS MO CONDITIONS OF USE OIDI ON SHEET I9 3. BERTHA N.V. ACCORDION Puts (HV SCeors), USED AT BIMES KNUCKLE AND FOR DMECT MOUTH CONNEIGNN TO TRACKS SHALL BE 114Q.75- AND /140.75' RESPECTIVELY. 410-HT L9111YUY SEINES STAINLESS STEEL SCREWS WITH 135.0 W HELD STRENGTH AND IN kV TENSILE STRENGTH. PIPS SHNI. BE COAED WON NOVA HV DAGROSRIIFID COATING SYSTEM M UAIUFACMNED BY APPROVED CARTING APPLICATORS. REGISTERED YINTN ISNCRYCN! SliUnat SRTEMS ASSOCUTION. Deb MUST BEAR, MC HJ WINDING ON TXEW HEAD. 4. ALL ALUMINUM DITRUSPON6 SMLL BE AWMNMM ISSOCI µLOT' AND TEMPER AS WOICATED ON SHEETS 2 AND 3. MINIMUM YIELD SN"GTH FOR 600-TO AlOY S W.0 Ael AND 35.7 W FOR MS-75 ALOY. 5, µ1 SCREWS TO BE STAINLESS STEEL 304 OR 316 AV SERIES OR CORROSION RESISTANT CWIEI CARBON STEE AS PER ON Na"I WITH 50 k21 MIN. YIELD STRENGTH AND 90 Ez1 MIN. TENSGE SIRENCIN. AND SULL COMPLY W/ FLURIOA BUILDWC CODE SECTION 241 L2}4. 6. BOLTS TO BE ASIM A-307 CALVANaED STEEL, OR ASI 304 OR 316 SERIES 5TA6atVS STEEL WRH n Xu Y,,Wu YIELD 51,E,CM. 7. SEE THE FOLUMIMG SHEETS TOR ANCHOR SPECIOCMM& HW BUDE 0 : 12,13,14.15 AND 20 HY BLADE 0: & 0 WORKPS IN UNSM 12 13 & 15 B. HIS BERDU HV. ACCORDION SNUFFER SYSTEM BEARS A U.S. PATENT 16'779.M2. COMPONNTS OF THIS APPRO%A ARE COVERED, IN WHOLE OR IN PINT W U.S. PATENT 15,58.179 IS,,M TO EASTERN METµ SUPPLY, INC. 9. T SHALL BE ME RESPONSIOUN OF ME CONTRACTOR TO VERIFY ME SOUNDNESS OF ME STRUCTURE WHERE SHUTTER 6 TO BE ATTACHED TO INSURE PROPER C,MI,, CONITUCTOR TO SEAVCAU ALL SHUTTER COMPONENT EDGES WINCH RE.U9N, THRU FISTEMNG IN CONTINUOUS CONTACT HIM ME BUXDWG TO PREVENT WIND/RAN INTRUSION. M FAIN UNR MUST SEAR PERMANENT LABEL IN A IRMUE PLACE WITH WARNING NOSE: WRONG PER009 OF HURRICANE WARNINGS HOME OWNER, TENANT. OR OTHERS, MUST PROPERLY CLOSE ALL W AND NO CEHTERMATES AND ENGAGE OR LOCK AL FM AND HD LOCKS. 11. SHUTTER MWFACMREA'S LABEL SHALL BE LOCATED ON A READILY WSIBLE LOCATION AT F.000RMON $N m, IN ACCORONLE WIN SECTION 1709.9.3 OF FLORIDA BURDNG CODE ONE LIBEL SHALL BE PLACED TOR EVERY OPENING. LABELNG TO COMPLY Wr q SECTION 170.9.2 OF ME FLORIDA BNL GI COO, 12. BERTM N.V. =ORDIM SHUTTER SYMEM'S INSTALAnM SHALL COMPLY WITH SPECS INDICATED IN NIS 61MWIHG PLUS ANY WILONO AND 20NMC REGULATIONS PRMWDED BY ME ANSOCTIOH WHERE PERMIT IS APPLIED TO. 13. (0) TINS P.EO. PREPARED BY THIS ENGINEER IS GENERIC AND GOES NOT PROVIDE NFMMXION FOR A SITE smanc PROJECT. i.e. WHERE ME GTE GONMMS DLWATE FROM ME PEG. (B) CONTRACTOR TO BE RESPONSIBLE FOR ME SEIECIION, PURGAUE MO V5TFL1A11W W=GU10 USE SALTY OF MS PRODUCT. BASED ON MIS PEG.. Ma ca, HE/SHE Gets NOT OFMM TROY ME CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRVCibN SARTY AT SRE S ME CONTPAGIOR'S NESPONS&(M. (C) MIS P.E.D. HURL BE CONSIDERED MVAUD 6 ATCRW W ANY METHS. (d) STE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR MaHTECT WHICH WILL BECOME ME FIeGWEER OF RECORD (LO.R) FOR THE PROJECT AND WHO WILL BE AESPOMSIBE FOR ME PROPER USE OF ME P.C.O. ENGINEER OF RECORD. ACING AS A DELEGATED ENGINEER TO ME PMD. ENGINEER SNAIL SUBMR TO THIS LATTER ME SRE SPECIFIC DMWUNGS FOR REVIEW. (e) ORIGINAL PEA. SHALL BEAR ME WE AND OR161Nµ SEA. MO GGMTURE OF ME SCANNED BY St. Lucie County ENGINEER OF RECORD MILT PREPMEO F. 02017 MT EC . WC. MEC i{6J ` \ TTLIJT TESTING &ENGINEERING COMPANY a}5y ! :ST. IS Sy. A3. MR^VA09.5. REMA)' vl,wx : (303k71-1500 F.. . Fm : (3II5b71-16]1 A iM1YI 1. P.C. 4 UC. 144167 TABLE OF CONTENT GENERAL NOTES SHEET I SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER MSEUBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE & WINDOW DETAIL AREA 9. HV BLADE (1) AND _ffif WIh00W B ADF (Q (WHERE APPPUCABLi Ej TYPIM SHUTTER ELEVATION & NOTES ON LOCHS SHEET 5 INSTALLATION DETAILS A-F. CONCRETE/BLOCK SHEEP 6 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 CENTERMATE MMS; W SHEET B CENTERMTE µ1ERMTING GUMS HF SHEET 9 00 CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 10 MKXMUM SPAN TABLES SHEET II ANCHOR SCHEDULE- M14CRM & BLOCK SHEET 12 ANCHOR SCHEDULE- 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-X, w000 SHEET 17 END CONNECTION OETAIS 7-12 & X. WOOD AREA 31 HV WINDOW SLADE & SHEET IB ONIY 1YPICµ SHUTTER ELEVATION AREA 4, HV WINDOW Al AIDE Ml ONLY SHEET 19 RNSIAWTION DETAILS. METAL STUO WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA AAA.& American Shutter Systems Association, Inc. 4268 Weslroods Drive West 1`21m Beach, FL 33407 Accordion Shut ILV. RAM p1 W/ OR W/0 HV. WING No 7-107 (/ CI)HV SOLD BLADE COVERED UNDER US PATENT It 5458179 OF USE OF BLADE-4R—ON SHEET 19 60HV ADJ. FLOOR TRACK OUALIRED FOR USE W/ HV BLADE 1 �63-T6 ALLOY A 0 UMPER o. Q.-a' ,.6g0' i • fl�IJ HV CEILING HEADER OUALiFlED FOR USE W/ HV BLADE i ONLY. SEE SECTIONS FOR VALID 6063-T6 ALLOY AND TEMPER %MN YMNI .062 SIDE ANGLES IFI£D FOR USE W/ HV 8 a.a a• 4 CHV UNIVERSAL F OAT R QUALIFIED FOR USE W/ W BLADEC' 6005-T5 ALLOY AND TEMPER p HV QUALIFIED FOR AV BEEIONL THR/SILL 06ANTEMP ALUMINUM ANGLES QUALIFIED FD$ USE W/ HV BLADE I ONLY. 6063-TS ALLOY AND TEMPER 4 HV DIRECT QUALIFIED FOR U)E W W BLADE I 6063-TS ALLOY A TEMPER. (8)HV WALK —OVER TRACK OUAUFIEO FOR U(�E W/ HV BLADE (1: 6063-T6 ALLOY A D TEMPER <OVPONEM A B it it I 19 2.5" ]• MA14 0.180- �0.190' 3�A I 2• 5' MAY. R.134" O.13 • d HV =/m(r STARTER QUALIFIED FOR USE W/ HV BLADE 6063-T6 ALLOY AND TEMPER )0" fill 8 125_i 920 — 9 HV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE (D RY. T HV RAUJGUARD QUALIFIED FOR U(��)E W/ NV B ADE ND 606J-T6 ALLOY 4 TEMPER. ,AAL lll''{�tl�' •^ T+(t�l^��_ '" UriE�s"�: 1,V'p 2 / •- w(i"c Df. ; 0+-7� mz01r ruiEw. we A S S A ■ ■ ■ ■ Am BFIGOn Shaffer .�r8}Bn18 Association, Inc. a26B Westroods Drive Y/esl Polm Beath, FL 33807 02017 EASTERN METAL SUPPLY. INO, BER A V TM Accordion Shutter System HV. BLADE $1 W/ CR W/0 KY. WINDOW BADE TIWT TESTING 8 ENGINEERING COMPANY -]-. . *1 SI.. V.. $ N. pgD ' n I", m, .: cyy7grl-i53D , I. ; w5wI-1531 m N 1ai 0 e.wn WALI[A A TIWT L. PE. ROM Ek. 1 44167 ry, a ascfiPrlaX DATE IXurm Br; Le, 1 OLD IS-O85 ) 2T I oAtE: G)/2)/17 4DRIDP 4� ,1 .. 11 P C 'Otv'L'/")�`tl^Tb9i'� s /nnic 2 I DRAIYING No t 7-107 a tq HV CENTERMATE FOR USE W/ HV BLADE I & A, LY 6063-TO ALLOY AND TEMP OU� vfaN n mart EEnAnON O K R FOR T. LOCK CENTMATc QUALIFIED FOR USE W/ HV BLADEQI ONLY 6063-TS ALLOY AND TEMPER t 9f a 063' •' x1!• ml, 6063-T6 auor AND TEMPER HV CORNER NT RMAT�F `�ALIFiEO FOR USE W/ HV BIAOEQi ONLY 6063-T6 ALLOY AND TEMPER Jc � 1015' o C61 � a ! 5 • HV MALE "T" LOCK CENTEaudTe �y - ess6• ! QUALIFIED FOR USE W/ NV BLADE fLJ9 HV FEMALE "T" OCK CCNTCa11eTC 6063-TE ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE (II ONLY 6063a6 ALLOY AND TEMPI U HD CENTER tI O ROD g3 QUALIFIED FOR USE W/ HV BLADE (J& Al 6063-T6 ALLOY AND TEMPER ® LOCKING ROD, QUALIFIED FOR USE W/ HV BLADE01 6063-TS ALLOY AND TEMPER )INSTALLADON WILL REQUIRE A 7/1yy FILLED AT To, FOR PROPER E2 / ryl I C6' HV 3I8"0-15. ACETAL HE CEHIEFOUS�/ OUAUfl6063-T. ALLOTVlAxp"�7CMPERE 1 & T i !f/x• 1/rP RIES S S THUMBSCREWy QUALIFIED FOR USE Vf/ HV BLADECT) a1017 MTECO, INc 4� IME O * TILLEY TESTING & ENGINEERING COMPANY 5 Ir WSS NY zv". , SIL.] v. rJF . (1Ma{ SS PAme (M5A71-1530 Le1 : . rve : (303)871-1531 L -mmi Inl«coaa.mm v E6-oDaJrs It W41p 0. fi erc BO60A .# 44161 U:. u.� fij I ____ ' vAmEo .po��fGtd:^+ESS � KNoe, Jf e• BR 2 mwIXn wArzo ta"ou Lim) •' ®� ® HV EGRESS LOCK 7'�•1P QUALIFIED FOR W/ HV QUALIFIED,�[[OR USE Y!/ NV ONLY. BLADE (I & (5r ONLY. PLMIDI— SCREW ��"+ K'I�JILI--'I •')-`-' .S6D- AFTER RAIE➢NC BEFORE R a INC S.S. THUMB CREW 1/4"9-20 RIVNUT• *SWES v114 eWW:VU u0N-13 ALIAR) URCE rylryE TMN S m NUTSER1, PAR / BUD. 4 WNurA,T Man BY AWR ® MFR�RYaYOTDFN. P.&PP". ATx JEASEY .'p ao (v [OWL HV "T" LOCK HV ALTERNATIVE LOCK QUALIFIED FOR USE QUALIFIED FO$$ USE VI/ HV W/HV BLADC01 ONLY. BLADE `I ONLY. r Jx5- Mm. p a nrvMOTume cRLaD:R oR KEr f3J 41LINDiH 1,J6 MPS. HD LOCK SY REGENT HARDWARE MORRIE LOCKS SERIES QUALIFIED FOR USE W/ HV BtA0 A.S.S.A. American Shutter Systems Association, Inc. 4268 Westmaos Drive West Palm Beach, FL 33407 [s(54190 NOOK + BOLT LOCK. r -^.! city Hurricane Zom TA SUPPLY, INC. YGe'ee"" Av➢A Accordion Shutter System HV. HADE_#1.. W/ DR W/O HV. W W W BLADE AWING No 17-107 SHUTTER ASSEMBLY SCHEDULE FOR HV HV 1Q HV BLADE 1 ® HV BLADE IA ® HV LONC RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING ® !iV NYLON HAT WASHER © HV WHEEL CARRIAGE AS[ 302-303 SERIES 0.870"%3/I6" THICK NYLON WHEEL 0.188"6 NSI 302 SERIES S.S. RNErS © HV 1 3/4- ACCORDION PIN Y!/ #8 HEAD ® FIV 2 3/4- ACCORDION PIN W/ #8 HEAD ® POLYCAR80NATE IMPACT RESISTANT HV WINDOW QUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR 1 0 (1) HV PIN © SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVIQ OR HV (9 BLADE. Y ;�ICAISH�ER ASSEMBLY (2) HV PIN ® MAY BE USED IN LIEU OF E) AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV ID v0.32a' .. RLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. oas=r o ,31 HV PM © OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER 'YP 0 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 'B> SHEET W £EEL CARRIAGE DETAIL FOR® IJ I. ® I EXTERIOR NY PIN O2 OR !� AT E% IOR fiUOE'S KNUCKLE. (SEE NON • FOR REOUIREYENTS) AEMRLY LAYOUT i I 02017 TRiECO. NK. ILEC O TILLIT TESTING & ENGINEERING COMPANY e333 N). NN,n A. S4, 1A V. A GApp15. R ]3 Pnone : 003J611-1330 . FM : (30538,1-1331 e-,lox ER:eam !R-OO(8719OBTI9 n41LA A ib4T Jr. P.L rLORa,, Lk 1 al167 .167Y II I�—i5 —17 .O625' S�rnp a_. .06I5 .66]5' OLYCARHONATE IMPACT REcI CANT HV WINOOWII AVER MAKROLON 3ED GRADE OR SABE ESINS, UV-LASTI UE GRADE OR SABIC INOVAT NOTE 7- ON REST 9). RESIN SEE NOTE "F" ON SHEET 19). POLYCARBONATE SOURCES FOR 4 t1FllIt A¢WI[T .FHIU9[ Sr e+m vtmwa FF9A} ®]me �o SNNISeI /.STI NmUw n..t Y.]W e.mrui snmel. n .m :.W l xe x... la.a v:i rt!+'uxn! xovws s� an om 3,OLW a++ Sn4o3 w3 am SLIM[ msnr ASiN oNWI M2 V BIIiM:q 6N 0613 FI 046 C-1 NS mr nmx my e:4nxse� utv 91v eM raa! slav<a urw meow um av vaT .... u.0 eu 1Ih93 311SSf CRwI .LAMS .lTlu 0.A Hal e.et l[YJ xV. ARSetSwAn American Shutter Systems Association, Inc. 4268 Westroads Drive West POIm Beach. FL 33407 U2017 EASTERN YETµ SUPPLY, INC. BE RT A TM Accordion Shutter Systet LLV. RADE 01 W/ OR W/0 RV. WINDOW BADE V. x D 15-0 o4 1! 0wrm 2 L{, 1 0L0 15-OBS /271 wrE: W 3 DRAWING No 1—Iv I I V-U II ams j-@T-@x i Aa� B-A 5192 _ I I ND—' MTON S ON S 10 & L r a v N a P. FULL f C1• �� O • J«�' es ��' e9 TYPICAL t11 HV BLADE SHUTTER ELEVATION N.T.S. 1. OF El CF cc 2. Lo OF Cv1 Lo -2�« 25 EPA i OF CORNER CENTERMATE ATTACHED AT TOP & MAKIUUM HE Na NOOK � 0r � SHAM. BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OF SHUTTER SPAN FOR SPAMS UP TO '05'. AN0 FOR w5T TONS T ANY MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED i0� OR Q� A 1/2' LONG FLAT HEAD S.S, M.S. LOCAION OF LOCK SWILL BE AS INDYATED,19 L MAC 1 10 ENHANCE SHUTTER AT STACKING Posmom SHUTTER ELEVATION. POSITION). UP TO TYPO HV CENIERIAATES ®: HEAD S.S. M5. TWO LOCKING RODS �5 'TEO ON TYPICAL SHUTTER ELEVATION. ON SHEET M OF 1/4.0-20x3/4'"S.S. 111UMeSCREW TOTE' ORK O�CENTERNATES SHALL BEMAY BE USED AS MEWR OUISODE LOCK. ATTACHNENT RNNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OP/SHUTTER SIM 4OR TING LOOKS AT 1/3 OF SHUTTER SPAN. 6. MANDATORY CONDITION 03 FM2 KEYSTONEMOUNTING w— CN!F ONE HV LOCK Y.j or or 1� SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12- ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO Be. AND TOR INSTW1ATIOt5 AT ANY ELEVATION. HV LOCK 03 ar * or 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO �� or @ SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 A 1/2' LONG FLAT HEAD S. M.S. LOCATION OF LOCK SHALL BE AS INODlATED ON TYPICAL SHUTTER ELEVATION, USE OF LOCKING RODS w/ OR ® TOP AND BOTTOM R COMPLETELY MANDATORY. •NOTES ON HV "T" LOCKS AND CENTERMATFse 1. a: ME ALTERNATE NV T LOCK 0 MAY RE MSTALLED M IIFN nr IN inrvc 52 no iD TO CENTERMATE$ ANO � W( 1/4'0-20 x 1 1/2' LONG B.S. THREADED BOLT W/ 7/8.0 x 3/32' OR W/ 1/4'0-20x1' S.S.M.S. INTO A 1/4.OA 5/8' RNNIIT. LOCK MAY BE INSTALLED AT MI SPAN OR 12 ABOVE AND BELOW MIDSPAN. use OF ivr0 I.INr. Rnlx A2 TnP —M Dn...,. - 'NOTES ON ND LOCKS & CENTERMATE• 1. NO LUCK Til W/ Np GEIRERYATES'll Tit /'g : ONE ALTERNATE NO LOCK 3G WAYB�E USED w Am Or NV LOONS My OR YS 'UN ANY SPAN AND INSTNLAROM AT ANY OUWA1pR ALTERNATE NO LOCK V MAY BE USED A5 AN INSIDE OR OUrRE& LOCAL ATTACHMENT OF ND LOOK � TO Q n W/ 3 IS A 3/e' F.N. S.SMS. AND wf;UDES REOVORCOVENT INSERT qj AS SNWM ON SECRONS NOB-M AN NOL-MHO, SHEET 10. LOOK MAY BE INSTALLED AT UDSPAN OR 12' MAUFWUM BELOW OR ABOW MWPAN. USE OF LOCKNG RGOS @�' 6 COMPLETELY aPDDNAL "\•\C..... ✓y' o2mf MTECO. w . 02017 EASTERN METAL SUPPLY, WO F''•, • ' �LTEc o L- AwS.S.A. BERT VTM Accordion Shutter System American $huller $ slams i Fly. RARE #1 W/ OR W/0 KV. WINDOW HAdE . x BcscMmax nm DRAxN Bc LC Q •. TTLLIT TESTING &ENGINEERING COMPANY eTsS xa. Aw. ASS00)O}len° Inc. 1 OLD 15-055 1/]]/1 wm 07/27 17 55Y tt. n.. AB>. w .v« ewc[ns, na+o+ vl Poam : (30SAII-15A . re• : (305w1-IUI 4268 Weslrocas Drive 2 '• _ISf \0 Ld` �ONAL ENE'rNn - 0: MI0s0O00'00'" A, 11, West PDIm Beach, FL 33407 0 2 DRAWING No Or WMR01 TW P.E 17-107 PWPEO POURED rCONCRETE ANCHORS - (SEE SCHEDULE ON POURED CONCRETE OR CONCRETE KM CONCRETE CONCRET CONCF PEW:PE0 SHEET 13) REOUWEOAECAN1/a'R-20c1/A' SS CONCRETE rl (SEE SCHEDULE ANCHORSr • SHEET 13 Q 18 E�12fw[ (ECE S.NxN KN Bw swag T) r ANCHORS IN_ WRENS _(SEE SCHEDULE ON YI/ 1/a'-20 re_ SHEET 13) NUTS O 12' O.C. a j? et IR- E GO E MAING 1 4 20 0 '12' O. - NU15 - ,9 EO 1/2- --__- I C; �• .250" URK. 13 w 8 E � L i11 E • r) )I R50'NR.. OWIDN4 y 1 CO. Im 9iNA,w `OPDONAL L9.PH0 aAR 0 AL. d�9Q�2rR fiA� Y1 1 1 OR ®• ' WN. SEPARADON TO 1 E] u55-� e�0i ® DIN. o3PNUTIOH TO GLASS I rl 1 Guns pASi- (SEC SCHEDULE ON SHEET 11) ^(sa: scHEDUIE ON SHEET 11) SXIs R LNSS-� I I (A L ©HV LA WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION + K YSTpNE E)MENG GUS �/A•M 10 OAA (� r f A� ,;,�DR I� f :_ MISS, SEPAR,TgN TO G,ASS (SEE $CNEOUtE ON SHEET 11) , 1 C w stag rwe.NC mlto ` MN. SEPAWTpN TO Loss (SEC 5CNEWlE [EI It) ON SX 1 E%511N0 GLASS SS 1. 9A�G:C P9 Eumvc f 0PNCUQ- r' - }t E. 0.•"�7 CA.• , 13 SIR O LLL 19 ___ �,LE EJ 12 U LU;v, / r - `CONCRETE mi:NaRs I/a"P-30v1/A' S.i SOEO PN .PS iRU55 NF1D 7�Or 16 MACHINE SCR HIM USING i" j / " 20 NUTS 0 12 O.C. '.,r CONCRETE ANCHORS TRUSS "END MACHINE SCRE, I- SEE SCHEDULE ON (SEE WNCRflE SCHECULE pN SHE" I3) i M;n. W 1 a'- POURED CONCRETE SHEET ; / ID NUTS O 12' 0 _/ NREO SETS LOCK C HV WALL SILL INSTALLATION ' SWICRETC ANCHORS (SEE SCH)ED ILE on U) on REQUIREDRflF BLOCK RED CONCRETE SHEET 1. ennu QF HV WA SILLINSTALLATION OR CONCRETE DLO[% WA REWIRED O HV WALL SILL INSTALLATION H COMBRATION OF —EVE��. . SCUM • INSTALLATION DETAILS W/ ME SECTIONS TRIG S,,ff M av2 DE oDNDINEa CIN AY m sort ANr Ir¢uuATHaI. E D. - crc DSSTkRMS ON (SEE SPEaMARWS ON sxaT 13) A AAA • s[E 1➢ ATX1N5 OF USE EDP ela0=_ IA al sHEEE Is .. /� \IJ HV BLADE FLORA BUILDING CODE (!on Nigh Velocitv NUrricone {n' ` ,, \\C ENS�:9 ' o2017 TILRCO, IS_. ®201] EASTERN MU& SUPPLY. INC. AAJI •a EL A S S A■ EA Accordion Shutter S ysU EEC Q' w TILL17 TESTING ENGINEERING CDNPANY American Shutter stems HV ME S1 W/ OR W/O KISS. VAPOOW MAM N. nrswlmoH rt auc+l lrr: • ,Er T''.. [QR14P.; '� C..AI '�s/ONALE�� AgIPM P C 'CCA1 /Cl/`AIATIIOC /If AT^ evs na.:ye. s., w, as NRuaA GA4•H2, naa. 32wOLD P'. 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PoWR SCREW, BOLT A SPEGIAtt f4PCON YfliN ADVANCED 8 e a g MRFADFORM TEMNULOGY CUUPAYY ON ANT OFNER APPROVED LCENSM OR ALMORI]ED VENDOR REGISRRED WRH THE AMEgKJN SALTIER SYSTEMS ASSOCNTOn, INC. 8 8 8 a W/ [WET (Cm. 1'.D J W) e e e s 'ILL.PCiMS e a a a aLUC rRP W/ CAP NOTES: a A 8 5 TAPPER+ A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ON TApCM YNTN ADVANCED UMEADFORM TECHNOLOGY ANCHORS AW Wpffi, a A a 5.5 µ—DRS IS 1 J/{', µp FOR BLUE TOP W/ Cµ µCHORE IS 1 1/2. a 8 { 3.4 0.1) MNIMUM LYBEDu£fR OF 1/4'0 J/{' AIL POIMB SOUD-SET µEHORS SNN1 BE 218E INTO ME POURED CONCRETE NO ONSU EFR a a g 4 WTO MCCO_SN BE PERMITTED. 1/{'0-20 S.S. '"'MINE SCREW USED 9 BE 1 1 2 IDNC MINWUM ENDUED STUCCO a > Qa 1 • `-1L UA:ryO W y5( FPA / a 8 8 {S HAP[ Pi=� P `� 15 ESIi, A•ID 1 NNiIMVV FOR WALLS WITH NO STUCCO. i A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PµELS. PAVERS OR QW VENEER BE FOUND ON 1HE MSVNC WALL OR FLUOR, 8 1 +a .TS ANCHORS S1 or LONG ENCLON TO REACH ME LION STRUCTURE BEHIND SND WAL FINISHES, ANMOPAGE 5Nµ1. BE M MMCAED ON 8 e 4.5 3S NOTES A1) & A2) ABOVE. FOR INSTALATIONS ON MML 90140 OR On W,, OR "MOUr NO& ENDS MNEULT MM MCWEQE MR a 453 g 31 INBTALLARON INTO DNS FINK METAL SNOB SEE SHEET 20. Is { ] 8 5 { - (a) 10 DaETWG CONCRETE RoMN (µw "0) i 3 3.5 J - 1/4'0 TAPMN OR TA M WITH AOVM•CM 1NRG➢FORM TECHNOLOGY MCNORS, A5 MURIFAC URED BY I.T.W. BURDU. S &] { 3 - 1/4'0 F J/{' ALL KINIE EOUD-SET ANCHon. AB OISEROUn BY ALL KIM SCUM. BOLT & SPECK,, COWAN, S JS - 1/4•0 BLUE TO CONCRETE ARMORS W/ CAP M MUkARIMAIRED BY FLORIDA FASTENERS OIRMT, SIC. S _ _ - 1/4'0 TAPPER+ µ"HORS M NANUFAO MED BY PoWERS FASTENERS, INC., MO OIVMa%ffCD BY ALL POINTS SCREED, BOLT & VMU,,W a { 3 - CDNo"Y OR III" MEN MPROM LICENSED OR AUMMIIED VFMDOR REGISTERED WNH TIE INZIU N SNUFFER 51 U, ASSOCIAl10.a. INC. 35 - NORES1 S 4 8.1) UNiMHN WEEUMEM INTO CONCRETE RUM of TMCON. BLUE Tµ W/ CAP MCHORS µD TµpER. MONO" IS 1111E µD TAPCON { _ _ WRH ADVANCED MROJDMRU TEMNOLMY µ[HORS IS 1•, 's • M2) NINU M EMBEDMENT OF 1/Ab E ]/A' ALL POINTS 50U0-SET µ[IRE$ SHALL BE ENTIRELY MOMOM Wo ME CONCRETE RUM. NU EMBEDMENT INTO STUCCO SH41 BE PERNIFTEU. 1/4• 0-20 SS. MAC C SCREW USED SNAL BE 1 1/2• LONC MIMMUM SHOULD STUCCO COST. AND I• MIMMUM FOR WALLS WSM ND SNIMO. - I { - 8,3) IN CASE MET PRECAST WCW% PRECAST CONCRETE Pµ4S. PAVERS OR ANY VENEER BE FOUND ON M£ DOSTNC WALL M ROCK, I - - - A.NMORE SNLLL BE LONG MUM TO REACH ME MAN SMtC MnC BEHIND SMO WALL RMSNES µCHOP/,[ SN,, BE AS INDICATED M { - - NOTES e.1) & 8.2) A80VE FOR MSFALLAnONS ON MM1 SOWS OR On WMI OR WNNOUF METAL BADE C,,,LT THE ENGwEER ] FOR INSTALLATION INTO On " MEEK SNOS SEE SHEET 20. 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VRJ-'ttt 8(305)' 1-153 J) �4 avow : (xu)an-13w , ra.: PD115n-nm B-W BT19 WTtRB A. ➢W] 6 E. ltTc ROBIO\ L'rc,.A . 44i6) w RVANCEDHNOLOGYLID-SET SEE ANCHOR SPECIRCATIONS ON SHEET 13 Q VALID ONLY FOR UP TO +70, -75 PSf A.6.D DESIGN PRESSURE RATWG @FOR SPANS PER SCHEDULE #3, SHEET 11 (1) HV BLADE ONLY d 2017 F ERN MEAL SOPPLY, INC. 01EIRTMA H TM A.S.S.A■ Accordion Shutter Systel M.V. BADE #1 W/ OR W/O N.V. WNDON BADE American Shutter Systems n. x DzscawnDN DArt DIM6N Dr: dC Association, Ina. I OW 15-085 M7/1 B0M 07/27/1' 4268 Weslroods Drive 2 DRAWING No West Palm Beach, FL 334D7 J -T 1 r-107 .11�r1.1111v TR VLIMILJ JIN tWI UIINUti FORK 1 HV & HV♦ BLADES (AS APPLICABLE rlau RN+SH SHUTTER SPAN L+ OR IS INTO WOOD WITH HV BLADE 1 0 LY SHALL — / o BE0105,0 sSESS S E G S SHEET 19 FOR AM SPAN M In rugoN OR WCON MTH w ANCm TI-OOMFORM &Z) D DESIGN PRESSURE ReT1Nr FOR Ir> LADE 1 & A WORkING LABON WITH B IN UNISON TECHNOLOGY 11/2 Ifm, MEIAD&I Oi THREADED AREA 1/<c TMCOY OR 14 YA.T A'}ry &r NCED TNRiAOFORM TECHNOLOGY TO H IXISTIJq W060 NEAOFA. ,j l ' '^. 7 w/ i I/}"PENEIFANWN OF "WED AREA TO EXISRNG �— (SEC SCHEOIRE SHUT 16) rAY100 MEAGER. (SEE SCHEOUQ ON SHEET 157 I 1/4'P-20>3/4" 1 TO fL.4 I OR B.S. YACMDJE /® SCRn'3 A/ 1/A"-}0 !OILS tt ICR SUIDCS . O 1}" O.L. 1 ON 9fQ 10 FOR u ( n EXISTING I EuDDIMOS . II 9 I CLASS- j I I Ir 1 IP 1 OR 1 E t WAu nNIS NH/ U—opnouk I \ EXISTING MIN. IRNI$N HUOEA REO IRED I OR EXISRYG WJ. o, i � OR ^ EXISTING 1 Iut �a APAO1 GLAS 2W AOoo I HEADER REO']IRED I y_r •..r lj"F iATGpN OR TAPCON \YRN ADVANCED f1 Tm eaDE { MIN. SEPNURON i0 GV55 1 i _ iHREADFORM TECHNOLOGY w/ I ,/2" uur. PENEERATMN N TRRrMEp AREA TO IDA•a SHEET 9AG ® EXISiWG a•ASS� (SEE sCHEOUQ ON SXEET f IS EXISTING MDOD HEADER. (SEE SCHEOux ON wM 15) 6k y --I 2-W C019. OM HV WALL (N)HV WALL HEADER INSTALLATION OO HV sru PUTE REO'a WALL SILL INSTALLATION HEADER INSTALLATION ATION 1 SqS� LAN. 1 I MIN. SEPARATIOx TO GLASS I I uN, EXI` SCNEpULE ON SHCCT It) 1 I �(SEF I SEDAWTgN TO OU55 I SCHEDULE ON SHEET If) r SEPARATION t0 SHEET 2"N" CON,, 5CNEOUIE ON SNEET n) I ^F�(SQ 5Y- EX5iiN0 WDOD PU(SCE �.. 9 CVSS REO'D. ( ''ONIIj�, `(IE;jr',I�IS Y WCNWE SCREAS W/ /Ab-2AJ/f SS. (IIjO'"i}{I171 u11NC/YAEI�'S�tt r RM31i _ I II i / ;1/< -2p M1VtS O 12 oc. I .I O IY O.C. OR@ I .6 2 N' CONI. ( ¢ f : ,4111{LU 1 Orz 1 ). . 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RYWOOD iD BE WALL RNISH� THREADED ARU INTO KWNOD COMBINED IN ANY WAY TO ATTACHED TO MOS IN (SQ SaIFa1LE ON bfECT 151 sUR ax wsixuigx. ®HV WALL SILL INSTALLATION PLYUOpD TO eE ATTACHED To STUBS IN ACCORDo:CE VAST SECT10`, }]Be Or THE FZ.O ©HV WALL SILL INSTALLATION ACCORNknCE WTIH SECTION 2wS Or ME O HV WA I SILL INSTALLATION ♦ SQ iqM pF US Or Fso.El,,pe 7y px vrQ, I�Y FLOROA BUILDING CODE Non High Velocity HUrricone zone 1,111 PL'(ER T!� 020I> RrzCO, INC. 0 ton EASTEM NET, S,M,, OJC. ` L� C O AI.S.S.A. BE THA TY Accordion Shutter System ' * r > a7 a7 Hv. MADE ` "a : �.ya[r./�•� TIWT TESTING & ENGINEERING COMPANY American Shutter Systems 'A '•. Qf W/ OR W/O HV. WIN701Y BADE . X usunlmr oArt dum D., Lc '^!C :• ws :.t :>r. s. n. xi>, vmcml cra0rs. naw sub AS80CIa}IOnr I11C. r OLD is-C85O)/2>/V ,(>"'- ; PIn» : p0.)8>I-I S]0. r•.: (=p 8T1-T331 4268 %YestrOOGs 0rive i f •' ♦��i7Dl!+'/- P '"r°" 1r•>°°°°4°'^ West 2 P.Jm Beach. FL 3e 07 3 DRAMNG No j11 AnoRO4 > %� 1 D% orOPA L0 /naTr L+c / >t16TL INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & HV40_ BLADES (AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BOiDE C1i ONLY Wu FORRI SHALL BE 11 MITIL D 11 0 105.0 sf. S.D. DESIGN EIRESSURERATING SEE SHEET 19 FOR MAX 1/0.e FAPCOH OR SPAN & DESIGN LOAD FOR INSTALLATION WITH BLAnr 1 & WORKING IN UNISON TAPCON fH ADV WlANCED •+e (W' EN]SfWG —r—)r. EO EO 2' 1lM. MRIDIUM M TECHNOLOGY kCOp pfAN REOURID. (� ^`�*~" ' W/ 1 12. 1 m. PENETr4110N Of IHRF�EO 51RUCNRN. NTEOUACY I/1'P-20.3/a" 5.5. EDGE (N AP%IcABLE) MEA i0 • t^ f CMSIMC WOOD NCAOER _ 1' OF METING WDOD BEAM PHIWPE TROSS "FAD 10 BE CFAMED f✓r (SEE Sc L-'O ON SHEET IS Wn. MACI4NE SCREWS REG5IEREI OMINEER OF lA ) W/ i/a'-20 NUTS MCNNa PRON Tp O-1•—E 1 4"'— EASINIG N9W i<2 19 0 E O 12. O.C. EHIRRN MSTANAIIpN. '� vz• ?; D" 1/2• O2a• O.C. REWIRED QLi:EiT ••1 • ' 1/ab TAPCON OR y 1 OR 1 iMCON WNH POVANCED .., .. ... _ _— • n - <` I I r IN, NW I n }EYRRNMC . NX1 I OPIIDNai I I —I 06 iMRE/�pEO MG i0 EO"�EO--�i EXIS�NGFWOOD NPE ER n S�.i/fl• EO EO— Ila1f/B' COM, ALON. TUEE +:'d�.A +EXTSIMC (EE SCHEWIE ON Elect 15) O S• OG I (6063-TD PLIOY) RE r, Or Q Or IaJ 1 I 1 Or © Or © J)5 I6P� I I I I 1 OR TRUSS.iO NM 211• 'i H"40ER REO.O t I LDCAE IAC SCREYYS AT 1 MEN I N OF EXTRING WOOD SNS IAN. SEPAUI ON TO G{AS$ 1 CIEE SCHEDULE ON SHELT Ilj • EMETING j OPEN HOLE AT E6R YEOGER (2" Ya NONI me TO ACCEPT WIDTH) W/ 2' M'n. E G1A55-- I 5/19'0 L1 SUEW PENETRATION Of THREADED "Re" MEA VALID FOR AT CCIRER (S)HV WALL HEADER INSTALLATION mD� OF INSTAL:ATIONS NIN ]i Fr ErlsrlNc ' rc RP R„ N k. AE.O. DELI LOFD µe v IEaAaCC t 'T GUS5�1 Ito Gq IS¢ D•-0• NAK. SPAN. THIS TIWT IFON M OIIO.Y VN10 1p-StL' 91QT . NR 11yY,Cy 9yrlq /,iSrygLY OI Rm 19 M NAIISm1r t/f OOR ®� 14W e�m,p FOR WOOD W/ Wit. SPECIFIC o14Q11v rw GRAF f OF 0." As OoDOLIS �mA ® :-NwnWG xc ws cN a wNw D M AYI wr ro sur Nrc Msruunxl. T HV CEILING INSTALLATION t oR ®� nR OR 50UNlO0l ME N.. EauAL U V CEILING L T 0 N DP4VMW io oAa ( 1 OR � ®� N01. SEPNu 2Nl10N to cuss (SEE SCHEWLE ON SHEEt 11)a� E%ISiMG IC[LFO<E' mNa ' SEPIApT10N 1 MTMG cuss) t \ i�, 1(SEE SCNEWIE I I I ;IRR 1 lli 1 ION vlEEi a 11 ' I E WNL �'`"-�•7 I I I I CA ON LOCATION I ti ©�� 1, xIR. �'� I 8 IN"I 1 I 11 AJH" NEF �SV'AOV I I 1 • 13 OR •REWIREOWOOOD WASHER HEAD TEK I DECK PEOWREO SCREWS O 121 0, DECK (NO nNl$N 19 RNEN, N ovreo) r- -EDGE - A4awrD) -- 2• /i I t 1• OtP0.1G�o E OF _ �- '— • ,. - 1 1/a'o TA➢CON OR 1/a•P-20J/a' SS E'er Pl4LLIP5 MILES MEM MENEOCC or pcCK IR APPt1C z L2la' COIR. iAGCON WIIN ApVANCEO Nrt� 2""NI1�•�+�� NXI SCREWS 5u pEAtt MRFiDFORM LECHNCLOGY REO'D. W 1 1 2' NN. PER TO" C'TMRGOEo N'/ 1 C-20 NOTE O 12 O.C. 1/a'o TMCON OR TAPCON YAM ADVINCEO MRCApFORN TECHNOLOGY 1/a"0 TAYON OR iAGCON W(FH ApVpNCED 1 2 NM. _J THRCOFORI/ TECHNOLOGY W/ 1 1/2- Min. 2' MIN. --I MEA i0 _ NOW HEADER. W/ t OD EAD. . (SEE ME" f0 EESRNC WOOD HEADER. (SEE SaIEOUId ON SHfEI 1E) 50,N OF TON OIEE n' TAN4TON Or THRuVEO MEA TO EXISIMG WOOD, NENDER. (SEE (SEE SC (SEES ILL ON TA 15) V NV WALL SILL INSTALLATION • SEE W OF USE fOfl v sY6N,,D WO HV FLOOR INSTA tATiON saEanE ON SHIM Is) X 14V WALK —OVER INSTALLATION d P •..•.••••., �f^'q �• FUDMDA BUILDING CODE (Non High Velocity Hurricane Zone LFT , VI MITI MO �10ENSF 02017 E STE IN METAL EIIPPLY. INC. •...9 IL ECO,,,a. BERTHA V,, /�.5,�'�A� Accordion Shutter System 'I . y� ` �'••TL df! + YIWT TESTING A ENGINEERING H.V. fuDE �1 W/ lR W/0 kV. W MM BADE AmOHCan ShMttef $y9}BR19 COMPANY �`�+':'O(n,.., fR l: wF1 RW. wsl EI. tt. m WRRitA wows, no.w ssI ^' , x orxwnPH w1e TWNw In. Le Association. Inc. 1 OLD u-D� ]/v/I w*E: 0]/2] q PHene : (Jo.)eFl-u:o . re.: (JOs en- �; _ ) 15.11 S�ONLEN����'11L elomelia' 4268 Weslroods Drive pRgWING West Palm Beach, No FL 33407 �/ WRITER A. TOLR u. P.E a 1 / —1 07 P.E. SEAL/SIGNATURE/DATE MTFD" IN: F 44I97 5 e SHEET 17 OF 20 'OCR W -ca•o•o-o•i •cs� LS•U-6.6•J•a• G•4-€i•C+ f9�il END CONNECTION DETAI END INSTALLATIONS @ HV BLADE OR (1B WINDOW BLADE INTO 2"x4" MIN WOOD STUDS •..• N�... MUM, MOV. r3ND0a O P' 0.G . • .. / A1gs PEO'G m aas.0a �yvyaN �uwsm �Jr u. m am n M1nrf° � nPrrn Pm n+w000. suams� w. P]uR �ion��]3ca IM nr.7' c a a • o.. sns ally Oz i SSS Wai P Nq ox ¢� SCS< �qW `���•aT-o•o•e. a•¢•a�•cq•s.e. PO.O-®•4-13�® _ PND CONNECTION DETAIIT as,Pq �YhY IN<R. MpwY ysY igKC<n Yrie ]aG Lr S �'M1S -_ ]QRnP4Y a n' PC. rr ANCP1Mr O 3' ¢G` ]CM a] T-7 -7M .a Sly w• PLAN ����� y +m3 IL n as w r ... a1V�'r Itb�p�0••�}t[}T10 Pnagrrm npJ ] END CONNECTION pETAS • fIDIf.41 WYIW YEN VFwRV IMv IY-Y SEE UMITATIONS OF USE Me eIAOE SON SNEE7 19 Mal) 11RC0, MC, ®2017 EASTERN NETAL S ERTHA Accordion Shut IL AmsxS.A. 6�* TILLIT TESTING A ENGINEERING COMPANY American ShuNer S Systems KY. BLADE #1 W1 CR W/0 KY. n, x msm .ON as F v5f aw, xrw s3. sn xf. auc".q c.ma4 Roma vl ASSOOIaNOn] IDO. 1 a.D ISZ )/2)/1 Pew : (A5j8)1-13M . f<r ; (N' SIVI-15]I 4268 Westro085 rQriva •ENG0 ,J. — U °W. �a°r" West Palm Beach, FL 33:07 s n.aA A Um, :r. P.G NATIIAF/DATC 110eaA Uc 0 R.C. !AVANG No 17-107 i� o> 91 9 91 91 9 9 9 m 9 9) ® 9 9 6 9 9 6 91 9 9 9 9 - }CTO ucuaxw[Hls) WP k BMW W )12)w&w(D6 a, cuss ELEVATION ICE 9PARALTI TO a _ sL+�LAEwv tt Ma;DEa' ______-TYP_________�__________—�`� TON SEEN IW aWLsyk® 1 �_______ _______ xx CD P. A/ 2 OR Am W/0­k%� (SE NOTE a ABOIT) t. W1C ASD. DESIGN PRESSURE NADD,- AID,. - 'to W. 2. WIL SIN"lo, SPAe 96- JALOAIDN. 0, T. UA)i)" OS: A D. G k H ON SHEETS 5, T: AS NEµ n RNyaoN NN4y$�FOnR�Yk W ON SHEETS I6 k 12. ONLY CEATERNKM 0.C<AW)EUUSI BE ONOn Y ATEYIFWON�AL�S UT. al CcoE or AW 0: DC 5. W HJTW.HBDW NUDE S My AUXIN A VMYUy of 5 OPENINGS (S'6 HOLES) FOR © M RARE AT BPACIN6S SIIGNN ON BN,, A. (a) MIN. acamM FMAI EOP OR Eon,ow EOGE OF w "NEED, BUM g IN MY, MDIE NOR N+J MV`U BE 12-. (C) FIRM OR Vjj! BL1DE WYNC qN {Rpy WAQIFAS AI ENDS MAYBE W W6'NN BIADE 1 (0) W "'No'cN BIAOE 8 UUST BE MAD ATLRAIIIE TO A SOLM W aA0[ 10 T IRNICIOIR SNURER'S Dom TO A SOLID AD S TI A ALES SHHE &r"n BE 116Tµ1ED µCEM W a) XXC Ai ERHER SIDE Of ER n�[ DIE INFERIOR Or 1NE WVNNG ERNO PRa1ECEED. W TANDOA' +� WA FA CE any eR AUEEI AND LOCIFED Me A W SETTING T0, PRONGED BY ASE: INC. AI 6. SEE NhlGR SPACLNG SONG E FOR oaDA uAnwo; FRO %%ce DOUE BURGS ON VEIT IS. AS WOE0 BY SPA! AND LES,D LOAD (AE NOD, I k 2 ABNS). T. SEE ANCHOR SPACING SCHIDUEE FOR INAALIAD,,, ONE, POURED CONWETE OR COIA:RDE ,OCR WAA ON SILETS 12 k 11 AS MIND, M SPAN AND OESWN "Na (SEE NOTES 1 k 2 ABORET. 0- WMNUM 6EDAPAION TO BiAw SCHEWLE PER ASN E-,Nk. WIND 2011--E Mw'WM APARao ro CU.A 1 MRU J I- + 1 B" ALW=OPQS Ge NTERMA a (i'W1 95fORIOR Obi MOM 4 AHOW] _ sF * • ;' •. w /. OIO1T ILLtECO. AY. IL�ECO TIU-IT TESTING A, ENGINEERING COMPANY 6]f5 Nv YIn 51. Sta ]p]. \iiWM GWGLg R(pq yI6 A6Me : (J5s)ml-law . FP.: (Jos)eD-UJI W-a5C67"? INAW A ILAI R PL RORCAD 14416T %�,S,S.A. American Shutter systems Association, Inc.I 4268 WeWoads Drive Vleat Po)m Beach, FL 33t07 0201) EASTERN NETAL SUPPLY. WC. BERTHA VTM Accordion Shutter System N.V. MADE #1 W/ OR W/O RV. WNIM BADE p., N p(SCAwNeN PAIC pNA,1,N BY. L{ OLD 15-OB5 m/1 MIE: OT /2%/1J _ P.E. SEAVSIGNATURE/DATF 2 DRAWING No 17-1 07 ...._� A A s CE Min, Y491E5 N= 2" Mo x D.C. R 6 1N, DAIS MICN ll i Q•;C Q30 ay. srtu rxAcx cxAHxu, D 6• D.C. 0 6- ME .a vn a-6a ED PD t0 srvps i6,1/2' 1/2• alx stows a+ I REa Exam+c o- Exlomn ME( As APft1rw&E ABUE En51wG GWS —i YW. AAiIOx D GMds �(SEE SCHEDULE) aa„1 Exdim+c MIS. r<y l As APwca6LE a0 x 43e Q3o 0 6- O.D. ) 0 C. O.C. INTO METAL STUD WALLS * I. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (pso 2. MAIL SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: M© ON THIS SHEET. 4. ONLY ENTERMATE 21 W/ i24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A 91 ETRICAL LAYOUT. USE Or (2) 35 (6- LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT RIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. -y 2.000' Wx. 03- ,.aa. 3® 1/4'o NOMINA ALUMINUM SLEEVE 6063-75 ALLOY SEPARATION TO .ASGIASS SCHFDUIFR Mm WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THAU 3 1' 4 4' _W W - t 2• J 39 ** BLADE SLACK DETAIL HVF IS ALSO VALID FOR __ _' _ _ 72 CENTERMATE(21 APPLICATION WITH BLADE 10 W -•t 1n•, 0a.65. 1HFKvuacs'. us, ASn A-6U DUDE 40 _ M[TA`S,jD!E AT 166¢O.c 1 ... ,F;Mdi L.4 _ 43b 0 6' O.C. MS WALL HEADER/SILL HSTAL L ATION D3Twc Palo AS A=vuuau DYP. TOP & eOnW) WRIOR YMMETRYCA' 43a 43b 43c 4SYMMETRYCAL NTERMATES W/.' ,CENTERMATES W/ Nwfi ACCESS SIDE r - INTFPIno Arrrcc cmr (SEE 1/2• MA"P%1 I ex LENGTH . r ® 1/4-"0-20X3" BOLT MUST PENETRATE 13n'y .250' I- 05a• nT� Diu 1/4.0-20 THREADS Q 7/4 ELC_ O OHemUCTID PRODUCTS FAB-WOK HD COMPONENTS SCALD 3/e'- Y U LO^AITO AT 12 _ - HY HEPDFF/51 D105 VIEW Y 6 t/2• Tux., SLACK e/ ' SIDE CONNECTION TO TRACK amn Malec. cr. - - ----' ID2 rwsrEr+N u '.. ••-• •� a•,a 7 EK slroPLY, me. 1E1 •..� = BE T A H TM IL�EC O A■aS■.S■A■ Accordion Shutter System Hv. IiA➢E g1 w/ w w/o Hv. vROOW aaDE TIWT TESTING & ENGINEERING COMPANY American S}su}}er SY6}Ome , x D[sa:mw oArz panty ee Lc. Aeaoeiallit Inc. 1 am 15-ue5 T (wa)6t1-15w . ra, : (ws7671-1sn 4268 WesUoaos Driva /2TJt Ivtc of/D/n p '••, F Qx ' EO ,I1 -mw: mneoaa�� West Palm Beach, FL 33407 , Fp. �Ofl}�.`•Y'��a ,. Ee-amfix,s DRAWING N0 P.F. fsFE�l�{IIAI4>MACI, Tr.- rEDAaa to ll MI62E �_' O/