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HomeMy WebLinkAboutSET UP-INSTALLATIONSAnawlalml-w u1n 1. MUDIa H.V. ACCOROON SRUTER SYSTEM SYSTEM ON MIS PRODUCE EVALVA AT OOCUMENE (P.EO.) "As Be tAURNEO FOR COMPLIANCE W ACCORDMRE WRx THE 20t7 ISM EDTORG OF ME FLORIDA BUIIGING GOOD. M5 ACCORDION SHUTER SYSTEM SMALL NOT BE NSFALLEO AT HIGH '�EI.OaM MUWPJNE. ZONES. DESASN MNG LOADS S BE OETERIO NED AS PER SECTION 1620 OF ME ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED RECRARED W ENE JURSOCRCN WHERE SNUFFER M BE INSTALLED WITH A ORECDONAUT FACTOR Ka.0.85. USING ASCE 7-,a MD SNAIL Not EKCEED THE NAI6YUM (ASD.) DESfN PRESSURE RATINGS INO MUG ON SHEETS It MRU 15. 19 & iQ IN ORDER TO VENT V ME ABOVE C0F4MN, "CRATE DESGN WINO LOADS DETERMINED PER ASCE 7-10 STW3. BE FIRST REDUCED TO ABA, DESIST MIND LOADS BY MULTIMEM BY 0.6 IN DRUMM COWME MEEE W/ W-(LSE)DFSKN PRESSURE RIINDROED ON SHEETS If INPU 16, I9 & 20. W ORDER TO YERIFY WE COMPONENTS AND ANCHORS ON THUS FEB.. AS TESED. WERE NOT OVER STRESSED,.A 33 S INCREASE IN ALLOWMLE STRESS FOR WAND LOADS WAS NO USED IN THEIR TOR CTI VAS USED FOR OF FASTENERS IN WOOD. SERINA K . ACCORDION MINDDURATION 6YSTUNS ADEQUACY FOR WIND AND LARGE M sEf WPACfALT LOAD INS B@1 VESFlFD W ACCMOANCE WN SECTION 1609.1.3 OF riE ABOVE MEMbNEO CODE AS PER AM REPINE: -xV BLADE (D /0214.01-03, 10715.0"3, 11001 %1214.01-05. P031742-W. 1IONOV 01-10 AND 10210.01-11 AS PER TAS-WI. TAS-202 AND TAS-20 PROTOCOLS AND ANM E-IM6 AND E-1996 STMDAR S (MIB RE LEVEL D. WIND ZONES 1, 2 & ]) & 11122D01-10 AS PER TAS 201, 2W & 203 PROTGO LS LM, Y1510E -NV WINDOW PLACE 0 10501 AS PER ASTY E-IBB6 AND E-1996 (UMR,E LEVEL 0. MAID Z0NE4 1. 2, 3) BASro PRSECiWN ONLY AND / W25.01-66 AS PER EAS 202 PROTOCOL 2. W BLADE Oi AND W WINDOW BLADE ea ARE ENGINEERED M WORN IN UHSOV W,IH FACf1 OiMER UNDER THE MCt L LINEATIONS AND CON XTOMS OF USE WOATED ON SHEET 19 1 BERiNO, HV. ACCORDON PNA (W SCREWS). USED AT BLADES KNUCX E AND FOR GIRECI MOUNT C0N7ECFION TO (PACKS SAIL BE j14x2.75` AND /14F1.75- RESPCCTNE.Y, 410-M MINIWM SERIES STNM1'LESS STEEL SCREWS VIM 135.0 W YIELD STREAM AND 150 W TENSIE STRENOMPAN . S SHIN. BE CCATED MAIM BENDU NV DACRGS l= COATING SYSTEM AS MANUFACTURED BY APPROVED SERI COATWO MPLKUOORS. REGISTERED WTM AMERRAN SIIUIIER SYSTEMS ASSOCIATION. PINS MUST BEAR ME W MARI GO NOR NEAR. 4. ATE AWYINUM EKERDSDN9 SHALL RE ALUMINUM ASSOCIATION ALLEY AND TENTER AS WOKATED Ory SHEETS 2 AND 3. YWIYUM YIELD SR✓ENGM FOR EGE3-T6 ALLOY IS 3D0 W AND 35.7 W FOR fiG05-/5 AILGl. 5. ALL SCREWS TO BE STAINLESS SUER 304 OR 316 ANSI SERIES OR CORROSION RESISAM CM, CARBON SELL M PER ON SGDO ,EN 50 y, ERN. TELD SIRNRSM AND 90 W MR. TENCY E STIENDEN. AND SHAM COMPLY W/ FEORBA MILANO COBS SECTION 241133A. 6. BOTS TO BE ASM A-W7 GN.VANUCCD STEEL, OR As, W4 OR 316 SEHES SAINLESS STEEL WHM 35 W MINIMUM YIELD STRENGTH. 7. SEE ENE MU BWWG SHEET$ FOR MCNOR SPECFIWRONS: W GLADE Q 12.13.14,15 AND 20 W BLADE S & O NORIONG W UHSDN: 12, 13 A, 15 8. DOS BER A N.V. ACCOROON SHUFIER SYSITIM SEARS A U.S. PATENT /6'779,SB2. COMPONENTS OF TANS VRACNA. ME COVERED, W WHDLE M IN PART BY U.S. PATENT /5'45%t79 ISSLCD TO CASDER, METAL SUPPLY, INC. 9. a BMALL BE ENE FCPoNSWItIM1 BY THE CONTRACTOR TO YGaY ME SOUNDNESS OF THE STRUCEUAE WHERE SHINER 5 EG BE ATTACKED TO W,,,PROPER MCHOH4GE. CONTRACTOR W SEAL/GALS( ALL ABATER COMPONENT EDGES MIRROR REMAIN. MRU FASTENING W CONTINUOUS CONTACT WITH THE BUNTING TO PREVENT MND/RNN PITTL rv. 10. FACN UNIT MR BEAR PERMANENT ABE W A VISISE PACE WM YMPENC NOTE DURING FORMS OF Ha1RRKANE WARNINGS HOME OWNER TENANT. OR OTHERS, MUST PROPERLY CLOSE ALL W AND ND fENiW6\TES AND ENCASE OR LOT( ALL N/ AND NO LO `Cs 11. $KURER NUARIEACMRDYS LABEL SHALL BE LOCATED ON A READILY TABLE LOCKIKIN AT ACLOROON SNFFFR W ACCORDVlCE WTM SECTION 1709.9A OF i,CRU SALDNIG DOD, ONE StW1 6E PLACED FOR EYEDY OPENING. ABEUNG TD COMPLY YAM SECTON 1709.9a BY THE FLORIDA MUNRO CODE tABCL 12PEAR IS . BERI I H.V. MPUEO ACCOROMNi0. SHUTTER SY`YG`S WSEHEARON SHALL COMPLY TERN SPEC INDICATED IN MIS CRANING PLUS ANY BUIOIH, AND ZONMO REGUV3KKN4 PRMDM BY ME ,MACNON TANRE 13. (aJ TINIS P.ED. WCPARED BY THIS ENCAMUR LS GENERIC AND DOES NOT PROVIDE WFORWRON FOR A SEE SPECIFC PROTECT: i.e. R'HERE THE SITE CONDRgNS DEVMTE FROM NE P.EO. (N) CONRUCTON TO 8E RESPONSIBLE FOR riff SEIECRON. PURCHASE MO U6YUTATON MCAOM UM SM E, BE ELLS PROpUCT. BASTE ON MS P.Co.. PROYDEB HE/SE DOES NOT O W FROM ME CONCRONS MAULED ON ENS BoCWEIT. CCNSTiNCTIOH SAFETY AT SRE IS ME COTRACTCWS RESPOYS®Ury. IF) MIS PEA. WRL SE CM,SIDEBEO IW,,G IF KTFRED BY ANY MEANS. III) SITE SPECIFIC PRMECTS SHALL BE PREPARED W A FLLWGA REGRSIERED ENGINEER OR A9aR1ELT WHDH W,LL BECOME THE ENGINEER OF RECORD (EOR) FOR THE PROTECT AND MO WILL BE RESPONSIBLE FOR THE PROPER USE BE ME P.ED. ENGINEER OF RECORD, ACTING AS A OLTEGE E0 ENGINEER TO ME P.ED ENGINEER SMALL SUBYR TO THS ATIER ME SITE SPECIFIC DRIWJiGS FOR MEW. (e) OSGNML PE.D. SNAIL BAR ENE ANTE AND ORKMAL SELL AND SIGNATURE or ME PROFEBSpNY ENGINEER W RECORD TNAL PREPARED R. SCANNED M17 LLEp, WC BY IL ECOEIEI:. St. Lucie County 10416F*; TNT TESTING &ENGINEERING COMPANY \\ !lU fl.v. Wn 54 Sb. taa. NEW.' u WgMA fWF1I S] Fm : t3p5)WI-Iv1 ,I," PF. {{'4F {SM.fEAiAI ARC /neTc WALTER A. CULT Sr. P.C. FUMA ls. 144167 TABLE OF CONTENTS GENERAL NOTES SHEET I SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS TYPICAL SHUTTER ASSEMBLY 38-44 SSREET4 TYPICAL W9NDOW BLADE It WINDOW DUAL AREA 2• I(V RI ADE n AAA. HY MNDOW 01 -- (WHERE aP T AB FT TYPICAL SHUTTER ELEVATION & NOTES ON LOCOS SHEET 5 INSTALLATION DETAILS A-F. WNCREFE/SLOCK SHEET 6 INSTALLATION DETAILS G-M, GONCREIE/BROOK SHEET 7 CENIERYATE DETAILS NV SHEET 8 CENTERMAEE ALTERNATING GRABS W Stiru 9 END CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 10 MAKWUN SPAN TABLES SNER 11 ANCHOR SCNEDURE- M907Z E & BOGEN SHER 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET i] ANCHOR SCHEDULE -CONCRETE & BLOCK SHEET 14 MOOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M-R, WOOD SHEET 16 INSTALLATION OETATLS S-K, WDOD SHEET 17 END CONNECTION DETAILS 7-12 & K. WOO, SHER 18 AREA 3- HV VANDow ELADF 64 01' Y MAX SHUNER ELEVATION SH M 19 AREA 4• Hy WRNDow Bj ApE Cl) o1 Y INSTALLATION DBMS. METAL STUD WALLS STEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA AnS.S.A. American ShuNer Systems ASsocia}IOn, Inc. 4268 Westroods D&, West Palm Beoeh, FL 33407 Accordion Shutter System NV. ELIDE 81 W/ ER W/0 HV. YWNM BADE No 107 UNDER US PATENT Q 5456179 OF USE OF BLADM.L OON SHEET 19 ©HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ NV BLADE 1 "�6963-T6 ALLOY A 0 MM6ER 1.91T' 3 T� v 6J0 1.6gg' e S20' 11 HV CEILING HADR IFIED FOR USE W/ NV BLADE i ONLY, SEE SECTIONS FOR VALID 6063-T6 ALLOY AND TEMPER 1L`L XMNYLLY( Y ,063' .51DE ANGLE JFTED FOR USE W/ HV P.a a• • 4 9' a. 3O HV NIV Rce1 F OAT R OUAURED FOR USE W/ HV BLADED SODS-T5 ALLOY AND TEMPER HV HEADER/SILL OUAUnEO FOR USE W/ W BLADE�ONL 6063-76 ALLO AND TEMPE ALUMINUM ANGLES OUAUFIED F0$ USE 1V/ WBLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER OOUALIPIED FOR USEDUOT W W BLADE I 6063-T6 ALLOY TEMPER . 8O HV WALK —OVER TRACK OUALIMUU FOR U E YI/ NV 6063-76 ALOYYEA TEMPER Cd PONENT A D TI T2 CQ z• r MAKI '/6' 11/6' ® Y S MAx.� 0n9T a.19x' 119 2.5' T' MAL 0.190. 10.190' 2' 5' NAY. D139' 0.131' OHV OUAIJFIE0 (WR USE W/ HV BLADE i 6063—T6 ALLOY AND TEMPER 99a' 8a2 12 9hl (9)HV TRENCH TRA.r OUAUFlED FOR USE VI/ NV BLADE(1i ONLY. Yl/ HV TEMPER HV V FOR UARD OUAUFIED FOR Ukd W/ NV 6063-T6 Bµ0 EAXD TEMPER %0 pV4...:...... /j,'s_ etot: mrzm. we 02017 EASTERN METAL SVPPLY. PIC. aYA1 :.. ;• vCENgF:;:�y { • " � E A■S■S■A■ ERT A V,M Accordion Shutter System �r 1'� .' TILUT TESnNG k ENGINEERING COMPANY American Shutter $ys}Dn13 HV. BLADE 81 W/ OR W/0 KV. WNDW BLADE , x orsrvPnex oal DPixv P,; Le -sIS/.p0eR''ID4P ;' ' aTitTEop r e6u x,,,. 2e,x.. z,., sm 5m, v,MR.. enma, aam, ut6 Pxp� : LSRtlsn-1sm ro.: p65Jsn-153. Association. Inc. 4268 Westroaos Drive 1 oLD 1s-o6s T 22 I are m/17/n x DRAWING No . West Palm Beach, FL 33407 6�a•�,d11Q auttO A muY, PE, %— � �% P F:'R T%CfOAeIX"d/nATr RORa6 Ua. 1 u16T _ "'a'a Q AMNI LOCKER FOR "T" LOCK CENTEauerc QUALIFIED FOR USE W/ HV RUDE tOONLY 6C63-T6 ALLOY AND TEMPER 191 e ow' - zu' Y• .6 (Ell & G> OIMUFIEQ FOR USE W/ FN BLADE 1 & A 6093-T6 ALLOY AND TEMPER 0 LOCKING ROGI� QUALIFIED FOR USE W/ hV BUDECU 6061-T6 ALLOY AND TEMPER N' n - �o �I OUALIFIEO FOR USE W/ NY BLADE 1 ONLY 6063-T6 ALLOY AND TEMPER 6063-76 z161 6 N .AOJ OUAtIFlED FOR USE Y// FN BLADE ] & 6063-T6 ALLOT ANO TEMPER Ct/1`a , 7h HV 1 /4" a-911 elcl and SERIES S-S, THUM95CRDV QUALIFIED FOR USE M// HV BLADE TQ C:ov V,U . INC. i� iTLE0- TILUT TESTING & ENGINEERING COMPANY >C HX. ION. M4 3 J YM aN1aa.A rtpRN ]] Q6lSf A PNaIN : (wsM>t-]sa . Pa.: (X17Bi1-ts11 .-mm1 611e:caatl.wn LV P ®-6o6erly IO W4iCR 4 T[Mf dr. ATF RBFOb. Me. / Ar1s,6) - CET �B®oa� NwN qEB. PPA4 Cltplmf (4LIPIC'u�) HV EGRESS LOCK DUADFlEO FOR USE W/ W RUDEQ& ® ONLY. —Sie' " TAnER RAhTNi BEFORE RMZNIG 1/4"g-20 RIVN(Rs D6){-0 /1fM) URGE PLAN, MN 9)a. AS WHWACaIR[a BY A\ m. Pcw aotsCr oms, w Eaui RNATIVE LOCK FO USE W/ RV )E i ONLY. oe)5' ux 1 .us' Mac *Sr ® HD LOCK BY RECENT NN]ONARE MORRSE LOCKS SERIES I311 NOOK BOLT LOCK QUALIFIED FOR USE W/ HV BLADE@& A.S.S.A. American ShuNer Systems Association, Inc. 4260 Westraods Drive West Palm Beach. FL 33407 � • x q, _.rr T. INC. B TH TM Accordion Shutter System RV. RAM g1 W/ OR W/O RV. WN70.V BLADE . x vYwmnw an aaax er: �c t OLD 15-D&5 )!1)/1 v DRA]NNG No a 17-107 SHUTTER ASSEMBLY SCHEDULE FOR HV GA HV QUA F NriON BUSHING D NYLON BUSHING ER © HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870'x3/I6' THICK NYLON WHEEL. 0.188"m AISI 302 SERIES S.S. RIVETS HV 1 3/4' ACCORDION PIN W/ 08 HEAD a @3 HV 2 3/4- ACCORDION PIN W/ 18 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW AA;kTMjREN.wffA74 .l �l.ai1'l (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 OR HV 6A) BLADE. (2) HV PIN ® MAY BE USED IN UEU OF 9 AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O BLADE WHEN CORRESPONDING TO INSTALLATION '11", SHEET 7. (3) HV PIN © OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, HEET WHEEL CARRIAGE DETALI M" n.Ts - RAREMBLY LAYOUT ., 0"17 710). C. IL ECOIwc. TILUT TESTING a ENGINEERING COMPANY -5, NA M, Q. SN. UG tSRp.M. VWm1A Np y PMw : (M)en-ISM. nz : voslsn-Is" e-Tw: m„� ®-a 19 MIDI A 7W1 Jr. P.L nORC& Uc i 4,67 - --RIOR Aet6" .fe7s'IL'�1 TidFFBt�5 M ,CE .0ow 3j 062.0676' I I le -1 Ir 1 •e -pe ;1e/717a7t11 $POI ARBONATF IMPACT R ctt Ny YANDOW I LBAYER MAl T.I 3103 POLYCARBONATE RESINS, ARONIUZEO GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 19). POLYCARBONATE SOURCES FOR 4 n,w r9ua14s � suovm muac �a7 .,e m7� ue..av m e et�x srtws m.Nn eLTevffi+I. kilt mm m.7 e� ' 96u m/:' .w..1.[ .vb Srvvmnr ..m mX R.eo au Afm eat nms.. 91.6..-1x u rna un mw 17dm ru IAt67 au lSfinFK � o¢m, u'n mM ].6tW wt YtAn wl mom um tnv mm w n-•/ n nc! sm¢ ooanr tm1Powo.7 z w z vu Mi[ R BNPdO .tss, o16 o-1 CV.6 al OA4 tSIY 019]9 IM py ! �' KN GIJ maz4 snaclx ulm 3�[ an m am a•. raa r•t 51 `�I ��N aTAn�`6 ISta 4M N41 N{ 6000 wl. &S.S.A. American Shutter Syslems Association, Inc. 4268 Westroods Drive West Palm Beoch, rL 33407 w4u- wIUNN "UA. SUPPLY, INC. B RT A H TM Accordion Shutter System Kv. BLAEE 01 W/ OR W/0 KV. NINnV BUM AWING No 17-107 �?F' R9, a 7���i�,17+,�7�lf��is �Lpppppp7__�1. �II � Q' Q' ©` �` Q' Q' Q• 0' Q Q' Q' Q' �• Qr m' at- I@w@-((,D•(JPI(i0-07 TYPICAL 1) HV BLADE SHUTTER ELEVATION N.T.S. NNE NV LOCK w ® Sil BE USED AT 1/2 OF SHUTTER SAM FOR ANY SPµ t Oi SHUf1ER 5Pµ FOR SPANS UP M f05', AND FOR INSTAI TIONS T ANY MAY BE USED AS AN INSIDE OR OUTSIDE LOCI(. ATTACHED 1D W OR x 1/2' LONG FLAT HEAD S.S. MS LOCATION OF LOCK SHALL BE AS ING A 2. KSLWD�t�� ,DESIpu l-EY OR 0}�jSI IALL, CBUSED ISµ INSIDE OR OVISME LOCK. CON.Sr WRN p' L= SQUNMTE u0�LOG ONpt E1.EVATgN. Moi v /E "IRHV. L R LOCKING RODS AAE NOT REpUIREO AT URRICANE POSITION, BUT MAY QG Al CONDITION BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS OR µ AUERNAON, DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). , AND INSTALLATIONS AT _ _ -.. �_. �'•"� •,:...,.. ..: wlu.ur OR ANY SPµ S.S.MA OR INSIDE LOCK, —dCmy1 ATFAGNEp TO Q3 CORNER LENIERMATE W/(2) 1{ P-20 x 1/2• LOTTO FIAT NERD 5. MS. iW0 TACKING R00$ Ai TOP R DOTFOM SHALL BE USED. LOCATION LOCK SHALL BE AS INDICATED ON TYPICAL SHUDER ELEVATIOM MuauuM SHUTTER VAN SHALL BE DETFR11ME0 AS PER SCHEDULES SHOWN ON SHEET 12. gig 5. ONE ALTERNATE HV LOCK �5 MAY BE USULIN UEU 0i TIY LOCK or FOR ANY SPµ µ0 E IHSI TKINS AT ANY ELEVATION. ALTERNATE LOCK GQ MAY BE USED AS 51p OR OUTSIDE LOCK ATTACHMFiIF OF 1/4'0-2013/4' S.S. TTIUMBSCAEW TO C, OR �CENTERAMTES SHALL BE MADE W 1 4'P- RIVNUT/ / zmAIN O ALIM. B$i LOOKS AS $HOOF ON SECTION NVE, SHEEP & ONE LOCK SHALL BE USED AT 1J2 OF SHUTTER SPµ OR 11W5 _ LOCKS AT i/} OF SHUTTER SAµ. G. MWM1pRI CONDITION 01 FDM •'F •^' ^^• w SHALL. BE P. G T ONE HV LOCK w USED Ai 1/2 OF SHUTTER SPµ FOR ANY SPµ OR 12' ABOVE OR BELOVI 1/2 OF SHUTTER SPµ FOR VMS UP TO till AND MR INSTALLATIONS AT ANY ELEVATION. TN LOCK @ P. ®w 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TD 6 0. @ SYMNETRKAL CENTERMATES W/ (2) 1/4'-20 . 1/2' LONG MT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ VY OR 0 TOP AND BOTTOM IS COMPLETELY MANOATgRy, OF CORNER *NOTES ON HV "TM LOCKS AND C NTERM. ATEc CENTERMATE 1' ONE ALIET ANY EL 'T' LOG( NAY BE MSTIII I I OF MV LOCKS aR FOR ANY SPµ AND I STAUATION AT ANY ELEVATION, ALT NATE LOOK® Y eE USED A$ µ INSDE OR 0 pE LOCK. ATFAGWEl1f OF LOG(®INCLVOES USING REINFORCING LOCKEA' AS SHOWN ON SECTION HVG. SHEET B, WHICH ACHMST BE LgNNELTEO TO CENTERAMILS % AND qR W/ I/4'0-20 x 1 1/2' LONG S5 THREADED BOLT W/ T/B'o x 3/32' 1YINGNUT OR W/ 1/4'0-20x1' SS.N.S. INTO A 1/4•Px III RTRILT. OCK MAY BE INSTALLED Al MIDSPµ OR 12' NUNNUM ABOVE AND BELOW MIOSPAN. USE OF TWO LOOKING RODS TOP . .1 r 'NS)S 0 0 S 8r c '' : ONE ALTERNATE No LOCK � WY,kE USED IN I OF NV LOCHS OR ; FOR ANY SPMI AND INGTA I AT ANY EIEVARM ALTERNATE HO LOCK �uj MAY DE US, AS AN INSIDE OR OUTSIpE LOCK AITAWMENT OF NO LIXM� TO 0 a W/ 3 jG . 31W FK SS.MSS µD INCLUDES REIRORCI INSERT DS AS SHOVE ON SECTIONS NOB- AND HOC-IM, SHEET 10. LOCK MAY BE MSTNLCD Ai MIOSPAN OR 12' MAIRMUM BELOW OR ADOYE MIDSPAN. USE OF LOOKING RODS @1 5 COMPLETELY OPTONAL. Y1V.�Y` ............. .:... ;• �cer�SF•.•�9 •v i / /� 17F ; A i F ,QLO O . 1AA` -M1T IRTECO. MC. DLLR TESTING h ENGINEERING COMPANY .... rr... A! (WI)RI I) F.. crAmrs. naM yI PMw: (]p})8)1-15]6 ..o.: (]OS)eh-IJl �- � O0°^T�° � MALE@ A TINR L. P.E IL(ANA LM. 1 H16T ASSA American Shutter S slams Y 268 West---- Inc.I-j- t Pat Weet..h. Drive West POIm Beach, FL 33407 0201T EASTERN 4ETAL LY, INC. SUPP BERT H u Accordion Shutter System HV. HALE At W/ OR W/0 HV. YANDOW 9ATLE mrAmlox VAN 1 Is-OBs 12T I / •'ssJ�NALEN�'�a'AlT P1r Dr CCALIMM.(Aiiroc Jn.x T A W—I MAETFauna E O mon (SEE SOHEWIE ON OGYRETE RCp111REp WNORETE— xEWa¢o SITY713) T--:, CONCSCN MYHO � I B Ev51N.K \ 5O (SEE HEONEE ON 5!f[[f 13) (sn Iam4ma ®On 1' I' K __ VANW. SCRCAS I�•� 1/2•. USM 1/4'-" NOt6 0 E. D.• M., 12. O.C.'350' 13 a 15 LL' ILO• � ..,,..,... F IIEBam V ! a voa 1P Iw I I OR ®• . • "^"-" - �" E I E E 1 f l 9 Yw. swAHAnax To cuss ;`(5[F SCIIECUtE W SHEET tt) 1P$ GIA55-i . C EYL WALL HEADER Io BQ HV WALL HEADER INSTALLATION + KEYSTONE m4c + I OR I� ; YW. SEPAWON TO cuss I 1m`waaTi69.vO rIN - `(SFE 5[HEWt[ ON SHEET It) Tax 3 nasnnss.� I oPnole • [. n.• f ro. , r I , , 13 w 15 � 9 i s �, , 1w 1�• 3 E E 7I 1/4-0-1a.J/.• S.S [ M i1�W5R \• LUM1J ' aa.VCRETE A4CHOR5 (SEE SCHEWIE ON SHEET 13) I IB I W OSNp L i• t/6•-EO NUIS 0 11. O.C: n ._____�_. r [aNCREm ANa4IX6 t/1 C-Md/4' SS, P{I6Lp5 L(SEE $CNEOVt[ ON ��SS NM � w KKK :ONCRETE iETE MOCK _f 1Fn. POtdQED CONCRETE 6HCET 11) W/ 1/•--30 NR 0 14• o.Q OflRR CRC ETE BtaCK vn�O0 C HV WALL SILL INSTALLATION (sE[ salrtwiE ai oR �NcnE�T[°to x SKM t4) ( tIV WALL SILL INSTALLATION MNl REOIRHFD ATION O EW WALL CII L INSTALLATION mYaNn-- '_� a. HEET. FOR il'P SHVITER • c 0. _ EDOF GSTNICC INSTALLATION DETAILS W/ ONO SEETW6 C731 UE COVSM£O Ir m sort Avr wsra unoN. (SEE sPEOPICxrNN$ ON SHEET 13) rn ' UOL Zr-j Frr-r ;; iW i �f HV BLADE 11 P A ('- FLORIDA BUILDING CODE (Non High Velocity Hurricane Zoo \C EN E� 1 \. SF"•, 9 oxn MMOO, M, 01017 E'ASi[RN YEiµ SUPPLY, INC. ,\ 4 , A c BERTHA TY Accordion Shutter System ' • / @ $� TIWT TESTING A ENGINEERING COMPANY American Shutter Systems Y HY. HALE §1 W/ OR W/o Hv. WHM BLADE o.rt au x ar: Ea •.. OR OP;' �4`�'.P cr''""'••••....• fONALEN""'i '�• u.r..••••, PI, Crdl/CICWllfbr M.Tr 63s3 NN. 3rx 34 s.. 3%, tun6. warns. ,Ewa, 3I16 vno�,R : (306)971-1330 , ro.: (]OS)471-tut e�6o6 0 <m rt•LLTG A LrtLrt W. P.E. NORMA Uc}{H67 Association. 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CDOIn I\ :'i.'`I Ass a555 R.r. wa s4 w. ]O5. rxem O.aPOa. nmv, mm AssOOLO}ton, Inc. 1 Oto-CBS ]/4](1 mro G] ➢]/1] c ........... -,�+-- Pnw,, : ryos7nl-uno . ry : (ws)erI-1mI 4268 Westroads Ddve s NAL ENC',,II' Ea°o „°n were Polm Beach, FL 33407 DSAvnnc No P.E.^SEAL/SIGNATURE/DATE noRan ae. l+•It] 5 SHEET ° 8 OF 20 AL 0 V " " LOCK 0 V MALE/FEMALE "T" LOCKS/ CENTERMATES o8 LOCKERSY, W(1) HV BLADE a SEE ENO CONNECTION OETAI S ON SHIM 10 a to ( �a oa.n mn ,n<. w�cam ar sen a 6 I nma,En w ms � . mr D< usm am, nw LLRFw 0° * SEE NtliF 8 roR rry IOCK® . T IOJ"t, qi 51i'LT 5 f SfRiE Wu LLNooM1N s"ar iwsrsr, vun I mzo. uuNrKryvm er �wov. oanm vum�wnrc. xIw susEY oros. ax aua LNSTALLATION C1� HV BLADE W/ HD CENTERMATES 01 , -!� , Su1olY — —__ ___ ___^ _____—_— NPIIbWJ IN n) KY. IN Q / 30 LOCK T(INSIDE) °P's 1. t ©0 HV "T" LOCK (OUTSIDE) 0 V OUT 0-20 z 1 1/2" S.S.M.S. 7/8"o . 3/32" WINGNUT. HVQ* IL ECO,Na. TIWT TESTING & ENGINEERING CONPANY esa u.�... a, sa. 3cz 1a uvmrs, norms M vtien.: (sos)an-Isso . rw : (sos)erI-�SJI ®-oasna eoL1EA 4 1&UI .n. MMG Ue. 1 Hl"fil •1 I- 1 siilirii� 9�7Rii3' 1rRi7Cli. 7 A.S.S.A. American Shutter Systems Association, Inc. 4268 Weslroods Drive West Palm Becch, FL 33407 sr xorp w isco.o a Q) ..0 a sim, s �.naa nuns wt0 oeu m.nm a wm rw.0 Yenvr,m .enumn .m eux0 Accordion Shut KV. MAM 81 W/ OR W/O HV. AWING No 17-107 l CONCRETE AN0OR o Is* 00. I I/2•1100/2 MIN. Ni POURED C0.R,RflE OR PC IRED CONCRETE PWRED CONCRETE C WICRETE BLOCK WALL OR CONCRETE OR CONCRETE OR RD RED CONON CRETE REOWAM A BLOC( WALL REWIRED � BLOCK WALL REWIRED � BLOCK CONCRETE REONRro %ISNNO GLASS/,EX51MC GLASS MN. 1j Er — -� �� MR CAI ;' f i 2• MIN. RG G ro nAs r I W NM>� �mIAE OR �T UK TA � 11 FOR BAOEMAND M o = ! ' ' ' MR sanAanw soma w 9$f 1/16',]• vAY ON 9 Is wR somuE aN 9m I To aaa (StE II fPi O/OEm0.'O (606]- MT. mA® Qi 9fET 19 ipR M. CLOSER NA `-�EDLIE d! 94V luttsps p'g PLATE. 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INC, R A TM Accordion Shutter System rEv. B.AEE pl w/ oR w/o YdImN ante ' ' FAJ 1,1 1 LT E� ASSA � American Shunter Systems A960CIOLIORI Inc. 4268 Westmods D6ve West Palm Bcoch• FL 3340T TILLIT TESTING &ENGINEERING COMPANY WS! rvY, ap0. A, pe. a� NRIX:A M9�Ia, Ityq yll PRw:(a6s)eTluw.Fm:(ap6)82L-Issl - ®-aTUA o"llo WATER A iKlR a. P.0 . Rv, TKSIWVR9N AIL HATE DranW Ory Lc I CLO 15-065 /2J 1 OLM 0% /12 x a DRAiNNC No 1 %— i 07 A MAXIMUM SHUTTER SPAN' 'L+' OR 'L-' MAXIMUM SHUTTER SPAN* 'L+" (ft.). FOR INSTALLATIONS W/ • CENTERMATES ® & ®°f� °r OR 'L-' (ft.) FOR WJ ONE H.V. LOCK ® or Ev or or INSICpONS W/ & HD LOCK ®tY/ NO LOCKING RO05� or ONE RV LOCK or ® or CENTERMAI® 28® 29 W/ ONE Vl/ NO LOCKING R005 l@'T' LOCK 30 W/TWO LO®K NG (SEE NOTES t, 1t) RODS 35 BOTTOM EE ��T��OiiP��SS& �[JGRLT 6 INSiAJA110}15 0 CGNCRCTE a WOW u ouw A xA(L u0uxnxc FLopR/cDUxG uCU1T1IN0 Ash .NL uo-rJlvc e N•J.0 e r RWR/LEWNo MWNNNG lip SPAN* "L+(It.) 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ANO 8'-0' SPAN, SEE MOUNTING@)ON SHEET 7, SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION I TO GLASS 1 THRU 3 1" 10 HV BLADE FLORIDA III 02017 RLTFCO, MG E o A.S.S.A. TILLIT TESTING h ENGINEERING COMPANY American Shutter Systems 6555 gx. M., 9., A.. M. NRsm bAPlM6 R yI Association, Inc. VooM71-1530 . FP.: 005)611-1551 4268 Westrooes Drive Lo-ONK711 o West P01m Beach, FL 33407 J llpRpA tk / 1A167 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A OVER POSITIVE ASD. DESIGN PRESSURE RMnNG. L-: MAX. ALLOWABLE SPAN FOR A GWEN NEGAr E A.S.O. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/BOFTOM) OR FLOOR/CEWNG: OVEN A POSRAL ASD. DESIGN PRESSURE RATING. DETERMINE MAXIMUM SPAN -L+- FROM SCHEDULE. GVFN A NEGAIM AS.D. DESIGN PRESSURE RATNG. DETERMINE MAKNI SPAN 'L, FROM SCHEDUL, FINAL MAXIMUM ALLOWABLE SPAN IS ro,, TO THE M'MMUM DETERMINED SPAN BETWEEN •Ls,' AND 1-". 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