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SET UP-INSTALLATION
D nR5 ,GENERAL NOT,FES: __._..__.. T. sum w ry'iDE IMR NAcronaae s rzw s S�5Ua4 NoiPR N�gE�Af2EDTApiNNI�G40�PnU81iICwE 2oN fIW. TOR CWFl104CEIN AG00RPYRM WITH THE. WR7 (¢m EDn1NN OF ME i,,M ene" WRR1 UMDS SRAIL Be DETERMINED W. PER MUCH IM Of THE A NNE,MEN1gNED C09E. FOR A BPS, M, SPEED REI2AR,. BY ME 4URUA,, RA MERE ?MITER WILL EE INSTALLED hIM A DrtCCTroNMIfY BACMA REr0.85, WIND A " 7-10 AAED SCULL NOT EXCEED THE MAOMUM (AS.D.) BESTIR PRESSURE AAINCS,NIX me ON SHEETS 11 TRAM T3. TO & M W ORDER To VEROV THE A SAS CORIABON, ULTMME DESIGN ABU WAPS DETERMINED PER WE 7-10 SH41. BE. AkiT REACEN TIC A:SD.. M" Me MISS W MULDPLOAN TRU1 W NO N OBpERTOOMPOE M= N/ W- ("W TEND" FRCA5WE. RATINGS HANNUED-ON WETS 11 IHRu, 15, 10'&.2R W DUEL TO VERMY THU i0I8DNENIS AA'O AWA NS ON M4 PEa, AS MUM , WERE MDT OVER STEM, A S3,FO R INOMASE W ALLONAHLE SNEW R WARD LC,, WAS e4I MEN W MCA ANN.Y61S. HOWETER. A AVID WRKM FACTOR C 1.60 M USES FDA 1,,9BAWN OF'YA ,,M DE WOOD: APEKY, Y �RDI N %W ER SOEEA'S AbMSAM:NR M,0 AID L4W M,, j p= LOAD nW OUR TROTTED IN AMPRNNCE BUR SECiRN1 1TA9.1'.d ET. REC M0'IE YE.NNONED.CO➢E AS PEN -NY BLME@ 9021401-W. 10715D1-0A /IDM.OI-03, /12T4A1-05, jWT7.02-06, f0fi PTIN-ID AND t021aM-11 AS PER TAS-MI, T40 AHD: TA9_243 PRDA BNL6 AND'A51M'E-1985 WU E-1096. STWAROS (MIME ME O, WND ZONES 1,.2 & 3).& tT22o.01-10 AS PER TAB WK 2D3:&. 203 SPORADIC LAM ARM; , -IN "DOW BVOE 0: /050S01-OR AT PER. AT" E-106 AND C-URED (Y6SlE LEVEL 01 MND ZONES. 1, x 3) MET PREMIUM ONLY AID jG710.01-68 AS PER IA9 202 PROTOCOL 2. W DLAVC)i MO W WNAK BADE ® ARE "ANTEREO TO PEAK. W UNa9N M1N DON NAILS LABOR THE. GENERIC LHMAI M AND.CONDINEW W USE NWCMW W SMREY 10 3. RFDMSA N.Y. ACCOTJO:ON IAtiS Ory SCR6TS). U� AT BtiMEB kNIIGO.E.6N0 FOR OWECf MOVNf COANDCTW TO 1RAf.K3 SWL BE 114275' AN, 11.1.751 RMM,,A:IY, 410-W MM,, SMM STAMESS S11Y]; SCREWS' WaH T330 bi )1E1D SIldNCIN Nap' IBp kM tERSCE 51AEKK'rl{I. P0J5'SM4 8E COAtEO`MM EENRM IN DAOPDSMEID CORM!¢ S WIll AS WNYFACiURED ITTgPPROVED COAIMC APF{JGTORS. AECRSTEIERMM AAIEOCIN SIULTDR SYSTEMS AS$D¢M1bN. FINS MUST BEW 1NE IF! MAPASNc LINT MEIR. HEAD. 4. ALL KVboNUM. EYTRUSox5:9HN1 SE ALUMINUM ASAaANCR-ALLOY AID TEMPERAS WESPUBC OR SKEET, 2 AND 3. MNIMM Wa, SIREJO, EON. BOSS-T6 AIRY IS.SD.9, Fq. AN0.3Sl GM F1)R. BOOS-TS AMDY. S. ALL SCARS TO BE. STAINLESS STEEL M OR 316 ALRI SERIES OR: OORNBKIN RESISTANT MATE, BASIS, StU, AS PER ODI SO N0'MK M W 5fiT4 MELD StpENCTt AS OO: W MM. TER9AE STAMINA,AND SML COMPLY W/-nMwA Stuce0 0owMaxw 2A11�D. ' 5. DOLTS 70.8£ ARM A -NY '' VANRER STEEL„ OR AS 304 OR 316 Mn STAME95 STEEL MM M AN "No Me SETBACK 7. SEE TIE FOMAfiNO SHEETS FOR ANCHOR SPFgflCJ.ROM9:. N7. "E.0 : 12M.14,15 AID 20 NM DinoEO &® WnRlnro¢ W OresoN: 1x ta& 15 6 MS DERMA KV, ACCORDION SHUTTER SYSTEM SEWS A U;S PATENT !6'770,5&1; CBLkN}3TTS Dr Me MP Mk ARE. CQ&j, . M MOM OR N PAR E, U.S. PAM ts'458.17p ISSUED TO EASTERN METALSUPPLY. M. . 9. R %od BE TM krumNsBME OF ME.. WKNA µCCR TO MaTre THE SWNDAM W ME STRUCTURE MIKE 4RINIER IS,M 69 ATTACKED TO DISUSE AiOP[R NG1pMOE. CONTRACTOR TO B£A/GRUMP ALL SHUmR COMPONENT MASS WHEN REMAIN. MRU FASTMO RR CONTINUOUS CONTACT off" THE EUWT.NO TO PREVENT WND/RJJN IETIRUSION. Ta EACH UNIT MUST BEAR PERMANENT IADn: 0I A MSDLE PULE WM NAMNA NOTE, EUTeN , PEA19D3 of FWRRG,YE WARNHOS HONE CATBE mNJL CER OTifla;. MUST PROPERTY CLOSE A4 W'Ain Iq NERMAKS AID LROM E OR LOCK Al,Al,W ,DID HO MCK$. I I' SNMTIER MWvWMM ATIRN'S' LASM SNNL BELOCAEO.ON-A REAOEY YIS9LE 4o%"E AT ALCMU N'SRUI N ATECRDNN;D'AM. SECTOR 1709.9:3 OF PRIOR BUILURO CODE ONE. UBEL.SMM. BE PEAtfb FDR EAERY'OPFRINR lAefIJNO )n CON%.Y WRH SECRMu 170A03 � ME £LgpOA P.URDNC COIF. - 12. TFRmA H.V. A xaROAM %RMER Usmes NSUMATON SMALL DOMICY AMR SPECS RJ6rvTo IN. MS DRAWP'G PLUS ANY DADWO NOD MNM wo"tNmS PRTAxic ITT THE JLWBpOPgN WHERE MUST Is APRRD TO. 13. (P) MS #ze, PREPARED BY MIS CANARDS AS cENEN2: AID CODS NOT PROMDE'NFGIWAIWN TILT A S1C sAcTC PROA M Le. MME THE WE WHN1pN8 cavur. FROM ME P.ED.. (0) CONERNMIR TO EE RESPONSIBLE MIT THE %TECTION. PLAC LASE:AIO M3INLAi1GM. WCWONG LUE SNEIY Be' MIS. P OINK I. DA4Eo.ON MIS PLO., PRomw ME/Sm OOF,s IRS ODVUTE FROM DE CORMIIONS MA1LIAN ON. THIS DOCUNFNT, CONSMUCTON SOM AT SAE WTHE CONSUC2op'S (<) MIS P.Ca WLLL DE ONSWEWEO OQW, W ALITRM AT ART M[N5 tl) 5RE'SPECUTC PROJECTS S NL BE AWAREO DY A' h0QMA SAMETTTERM IMEANEER OR ARCHITECT MUCH ALL BECOME: TEE MCA ER or pECORD,(EAJL) TOR ME PRO1EOT AID WHO ALL SE BLE NA THE mom WE W THE AXE,ENDINEW OF RECORD. ACTING M A OELEGAt®'ENCNEER To ME PLO. FNORJCFR SHKL MIAMI, TD tttt4499 LOT, 1NE SITE SPECTIC RMSPAS FOR REM Eff. (R) DRIGNLL PRO. SHALL AM THE DATE Atli OMGNAL SEAL AND SORATUAE OF ME PROIMNNA.. DMAEER OF SLOOPS THAT PREPARED a. SCANNED BY St. Lucie County CMt7 m1EC0. NC. -ILT-iRECO, mCw GENERAL NOT EE SHar I 3YSEM COMPONENTS 1-20 SAM 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY U-44 SHEET V TYPICAL. MNOOW BLADE & WiN KAW MAC. AREA 2,..HV BI AOE (� ANE HV YnT.00w R enp {j ,(WHERE ApP) I_CARLEI TYPICAL -SHUTTER ELEVATION & NOTES ON LOCKS SLEET 5 JNUOLLANON WNLE A-F, CONCRETE/BEOCK SHEET O I45YALLMON DETAILS. D-M, CONCRETE/BLOCR SHEET CENIERMATE DUALS W SJEEi 8 CE11ENAME ALTERNATWO UUARS W SKEET 9 END CONNECTION DUALS 1-6. CaNCRM/BLEM SKEET 10. MIMMUM SPAN TABLES SHEET 11 ANCHOR SEREDVLE- CONCRETE & BLOOK SNEET 12 MICRON U NMALE- CONCRETE &'BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE B RUDER SAM 14 ANCHOR SCHEDULE -.'HOOD SKEET IS INSTALLATION DUALS M-R. WOOD SUPER' 16 INSTALLATION DEWS S-K, WOOD SAM 17 END CONNECTION DUALS 7-12 & K, WOOD SHEET 18 AREA 31 HM WINDOW BI ACUP Q ONLY TOPICAL. SHUTTER ELEVATION SHEET 19 AREA 41 Hv WINDOW 81 AO (1) ONI Y NU LIANON 06TNLS, MET& STUD WALLS SLEET 20 THIS DRAVANG SHALL. ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA. A.S.S.A. Anullcan Shutter Systems Association, Inc, 4268 WBst wds Drive WWt Palm Beach, FL 33407 U No BF USE Of ELRIE 8-ON SHEET 19 w/ 0l0 1.6e0' 11 HY CEILING HEADER O FIED FOR .USE W/ HV"BLADB. 1('ONLY, SEE SECTIONS FOR. YhUD�ir_ 608 1% ALLAY AND "TENDER w W. 3�,iHY HNIVER�A i OAT a BjlAUFIEB FOR U5E W/ TN BtADE(i} 8003-T3. ALLOY ANO. TEMP[R ALUMINUM ANGLES QUAUFlEa r USE W/ HV BLADE v1 MY. 6063-76 ALLM AND TWO DIRECT MOUIiL atMUflED KOR U,$E W FN 6lABE (t7 � 6063-T4 ALLOY Mb TEMPER. 9HY WALK —DYER TRACiK aUPiAflEBB RE E003-16 ALLOY AltiiO3 tflARER CONVON£Nt 4 d 11 YS I A. 5"LL4C. I/, If& 3' 3' iNtL 0:181' 0.192' 0.100 a• 6' W, 0139' M131' oYon rnlEco, we. 1LT1E-CO Ya TILLIT TESTING t: ENGINEERING. COMPANY Cam! A:3} Ni xx R4. u«:xx vrWmw ot�Ta;.tt�r, 3: PEma:t3wle9bo9e _.rm: rvulm�.lnv 99l z esY �19Ya Q9 OUDR USE.W HV BLADEC1lDkCY. A.S.S.A. AmerJPan 9puMer Systems,. AsRAGJGJIon, Inc. 4268 Was40ods Wive West. Palm Beach FI. 33407 AND TCYPEN J@ HV RAMIJARD QUALIFIED FOR �U((�1$1j)EE W/ HV 6063-TB BACLOOI'EANO TG1GEg, 2 LOCKER FOR "T" LOCK .FA3*caueTr OUAUFIFD FOR'USE W/ W BLAOE 3 ONLY W63-16 AT AND TEMPER t i D6}' .RIP (3HMWWR"O i k aA e063-16 ALOY Ap TEMPER LOCKING RODS aminEo FQR use w/ mr euDEo 6063-16 M Y AND TEMPER N t�,HV MALL "T" K eu OUAUFIEO f4R US£ W/ NY. eLAD£ i 4NlY 6Pfi1-T6 ALLAY AND. TEMPER 6p63-T6 3.TOI Ci�ND NT RMAT '� 4 nUFlEb FOR use wt Hv BtADe 1,& �,. 8 65-76 AIWY b TENDER hT/+` �/iaro MAtT Ti51CCb. WG ILT EE C TILLIT VESTING $ ENDINEERINO COMPANY 0 Qo HD LOCK ST MGM HARDWARE NpR36¢ WKS DUAUFIED-FOR USE W/ FN A.S.S.A. American .Shutter Systems Association, Inc. 426e PWeetropds Dri" West Palm beach, FL: 33407 L= E YI/ Nv ONLY. 1-1 PER AN G IIVNUT* NNCY'iHM r AVCS1 ra 6PL4. �-iXYN3N0.Y MUN6ifl Ni Rn cnnmzR NG�Wy BOLT LGCK, 6 V NO E FORV C17 HV dA 1 rASSSEM6LLSC�E toRECESSED NYLON DUSITYtGT RECESSED NYLON BUSHING HAT WASHER.CARRWGE AISI 302-303SERIES e.870%3/t8' TH" NYLON WHEEI, 0.188'6 AISI 302 SERIES SS.. RIVETS HV 1 3/4` ACCORDION PIN: W/ R8 HEAD. x HV 2 314^ ACCORDION PIN W/ #8. HEAD s POLYCARBONATE IMPACT RESISTANT 'HV WINDOW (1) HV PIN E SHALL ALWAYS BE USED AT ALL EXIERiOR BOTTOM KNUCKLES. OF W ACCORDION SYSTEM W/ HV Q OR. HV ('BLADE. (2) HV PIN @ MAY BE USED IN LIEU OF (9 AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDIONSYSTEMW/ I. BLADE WHEN CORRESPONDING TO INSTALLATION -11-. SHEET 7. (3) HVPIN (9 OR 6 W/ 1/2- Q.CL 1/16- THICK, S.S. WASH! SHALL DE USED FOR DIRECT MOUNT INSTALLATION PER. DETAIL SHEET Zt0l, 19TRM,P ' 'TILUT TEBnNG a ENGINEERING COMPANY ass Nw. ml m S. soak www evsxxs.'> x ckm. 1 Ixo)sit-law . tm : (ios)ais-rsis' BONES saruCiaC Ir" RIOR .Tars• TY _ _.. POLYCAR@ORATE .SOURCES FOR 4 xrinx iv:xares r>rlraL urwssti �/@u. _ u+.vm as e.'a'wea emwa itteRe mum x N: ary Mvi: oto aR.' cva ap' ttamE Yfel4 xIPoI+GiN ism aae 9Aw: art axw aYx, nc+ax emrnva w sma sm oroe Yixo...« aY f1IXWa1¢pRM aSm bM 1W.MA P� 3e 'ibAM Pf4 imuua am EeE�Ot'OYay;p .ia mas re n-a/u. sin-qm sowp. maw ssm viau wry a aAa e+ux v.rz rc wa aw mu m» o-s afss to aizs Isse .tii+s�isi sao� emr ffi+'ffiSN um aas ' *Oat cVti®s� uuw+. wsa a:e ams s.Y Mw r..;. w1YA[ SRE52 W05 i.Y.VNPdW Nm NC NOI PY+ LUJ PYt A.S.S.A. American Shutter Systems Aecoclaflan, Inc. 4268 Westroods Drive. Wept polm Beach. FL 33407 LYF 1�'���tta7�1Ti617�tItt7�ttttt77:tI� tttttt�itl7. I a 10.. TYPICAL €11) Hy BLADE SHUTTER EI VATION N:T.B:' YC+�+ M CF CORNER CENTERTAATE, IL➢ SHUTTER EAEYATTON. R FAR ANY SPMJ DNS T ANY GR AS I DICAUDI UP TO Two CEHIERUM 4) Ell ONE FN' LOCK O 6 or 0 SHALL GE ISEO AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR W MINT OR S LOW 1/2 OF SHWTVY SoAN M SPANS UP U W, AND FOR WSOIJA IONS AT ANY ELEVATOR. W LOCK m or 0 o 0 MAY 8E USED A AN INSIDE OR. TUTS X LOCK, ATTAONEO TO Q or * SYNNEMK OENYYReAYOs,w/ V) i/A--YO z t j9' LONG FLAT HEAD S.S. I.S. LOG11 OF LOCK SHALE HE AS WOICAT71 ON TYPICAL SHUTTER-EL,,ARON. USE OF LACKING ROOS W/:a� M it3i TOP AND-eOTTOM IS CONALETfl4. uaummw - GM,2 mum NC IL ECOJNCC TILLIT TESTING h ENGINEERING COMPANY pSV Ax xu. R.. su raAwauxa wam � nmw u vnon.: : a05jl2f-,am.. rmc (ws)stf _,53f .-mm:. ouaoawF,m Ea-mGmfs - WAi[A A n IF. A.U. t MNpM1 att42 A.s.s.a. American Shutter Systems Association, Inc. 4268 W.V ds Orl" West POUT 8eoth. FY. 33407 ICJ 14 M. @0 13* (SEE EC Muu ON 59EbT 13) Ci NV WALL SILL INSTALLATION 1ECO014 CNi...OE COM&WD I ' INC RPEO/1Gtb45 ON um 1j) 0. fIa— t6Frsea 7)- [URNWEIVEMM, a7: tm.. 1PrfmJ n TR3OOSS top MM Ni SCRElft OWO 1/4` 20 OUTS O 12' aC ♦ SO "IaAWJS OF 1 rOO 0417 TO= an l0rco INC. TIWT TESTING @ ENGINEERING COMPANY nsx ae. asv:. n sa �,:maxu uwxrn;natva a: m¢.e t.(iWaii-um, Fox: aw)n1-1a1 a-nro2 }ilmeaaiarm E9-WOSiI9 R1GTC4 A.Y4G ¢1 a1. tiON61: Uo,./ 1f16i INSTALLATION DETAILS W/ 1) HV BLADE A.S.S.A. American Shutter Systems Assoolaf ri, Inc. 4268 Gf"troads VM. West Polm Seam, FL 33407 1 OUT a EtAILS ON SHEM 10 & IN INSTALLATIONS WZ (j) HV ��P©•U^I�W.70 R�0 BLADE W - HV CEN ER ATES. **e tee` ,o, n„ SACO 7 e m a O � ND WA I ONN CT)01 IXRiurG dASS AETAI a ON rN RS 10 k -��2}'/vx/ial NlaiCg3 �ia'G011CRfl6. IM• G.4J•® C GI/r Su&. IMP /U� AT CA4I E. MP) � /IPr371' 5uA. P IS' F Z ML La1GNi. .t'.cE T T ; 1.b11J�T K M PXMfIDN TO C 5 " *• * } IN 3 3 (SIX Sb E oN S,axT I,) .... 5 ^ �l 3 ,� p��a'O-��J�� OUT ®a V�•®��♦®°", © Qma^Q.�, ni HV -� �'�._.._ � HVC a�m fa a ®- i'%459NG'GIA`r5 so NoME ,xA Ems. Q�. elan ea, Tom:. r,-,'r-�—n - _ __ _ _.� _ _._ �,m8 /- i0 �.��'_`L!- ETL BitlCx Y mum Is Is OUTInd" � tE OUT a ,rr MA. HVD HVE sLAdc HVE** ` FLORIDA BUI(DING CODE Non WO Vet"ity Hurricane Zone ,,'`�, '�j l S•.y ✓• = MMil itl.xN;.wG 0zor]'?nMx»maT SUPPLY, jwC 10Eiy �, R � TM a, IL=A**,A* Accordion Shntter.System RV. PAM #) W/ 0R WJO KV. W DOW ELADE 5 .� TILUT TESTING * ENGINEERING COMPANY American Shutter Systems uummax oAx sPA c,: Lc.. Azw., su.. vwxun cMNre,.now MIN Association, Ina:. 1 0.IS-C95. ,11 oAN 09/al/1) �, PANn.: M07,.530 Fa : 0as)s.l-Iwa' 4268 iVestroo0e Orive x •,'S/OMA���� West Poim Beach, FL SU07 s ORAW�irNG No bryII 110 eAL1FA A 141H Jn PS < t / — 1 O7 P.E. SEAL/sit tiNAi1JREfD0.TE. RAM l+as5 a SHEET s 8 or 20 ��''��a. n..� a., •a. i. an m fi�Si ,FPS �s Wtx, W AKfl S t uA•s ea.. uurmnn, (>erx-.n +um) wGt. ntii�t sax wrscrtr. v..ar tw.% Murvr'Knssta •++mh cmxer t(#Omi. cnrBnMta. eb..iWY es.aa [aw. I ♦.. ��1_ +� a QIMAND MCI --------------------------- @-,. 1�4" 0-20 x t 1/2" S.S.M.S. FL 3..� I , t W/ 7/8"0 x 3/32" WINDNUT. {m�xwt) HpB_NVB. .OUT KJ HV 'IT* LOCK (DU751Dt)- $Yj.M ,AL HD C.�jEgj,J�jf�• HYc'* � ��x-c�zrcaioe) OffyFIRS.TrImm 0i4JtT TLiftO. PoC. A.S.SA. American Shutter Systems. ..Assoclation, Inc. 4208 Wasimo0s Drive West Patm. Nach. FL 33407 :*w,i nwiq I..¢q xw Kwm n Twm rwui. aexau,a nr.x�aom un �xp HV. FOR AaaoUloa T W/1L YDUNIIM1T. L• a T Lr uN L- MAChiuM $HUM SPAN* -L+' OR 1--` (it.) MR t r r tli or INS ALUIIONS W/ OPT RODS or ONE HV LOCK or Rr oQ W/ ONE W/ NO LOCH G RODS � O (SEE NOTES t}1) It MtALtArews 0 "�Y1� CONGPETE & W060 VYL 1/GWNR1x t1A0R/CDD1G uWxOM1C 4m1J• RGPRmab YPNNID IMUM SHUTTER SPAN* "L+' R 1--- (n,) INSTALLATIONS- W & W/ ONE HV LOCKS tlR W/ NO LOCKING ODS we FOR vouRne0© Data 7) CONCKIE AA0. DMCN DATetATbNS R9GV/RWxP YWNG OR YWMVb to N t-W J5 15'-Y itr-10• 40 N'-T' q'-T• fi0 IY-8 1v 5S 11'-1' 11'-l-il" 80 NY-r ;lar-11' 65. 0'-4 10•-I" 7 to 7s - - e•_B' INSTAf IAnn:+yP:.A,i CONCRETE & MANSOR), W09D WALy. A. B, C. D. E. M, N, 0. P O, MOUNTING f,. K & L R. iL00NCWO 0 $, H, I. 11, J T, U. W & T( &M 0 uA7lMUusaunrot SPAN 1., OR 1= FOR WStAMATFG INTO WOOD SMALL BE UMOVID TD 105 PA. A.S.D. DESIGN. PR6SHkE. RAIN, t NV CORNER CENTERMATE (s MAY BE USED At ALL MOUNTHO 057AllARON3: LOCNIA; PEOfTGipNS SHALL BE AS INDICATED ON NANOAIORY.CONDITION J2 NOTE 05, SKEET. S. t t EOCEPT THAT lACNUM B4UNtA SPAN'L+• OR 1- NA RAxw PR ASo0MRC, E55 PRURE RATING FOR NPAI.IATi01S Kio WNCRM OR 001cNa7E BLOCK sHW. BE umtse AS mums I- CONNECTIONS TO KEYSTONE MOUNTING UNITED TO +84.- 72 Pal. AND 8'-D" SPAN; SEE MOUNTING(D ON SKEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1.. D HY BLADE oxan mace. ee IL TILUC TESTING It ENGINEERING COMPANY Jn P4 4.147 AmSuSnA. American Shutter Systems AssoolatION Inc. 4288 Westr.ms Drive West Palm Beach, FL 33407 (1) L.I m000U ALLOWABLE. SPAN FOR A CNEN POSMVE ASA. DEMON PREESURE.RATWD. L-: W- ALLOWABLE SPAN FOR A GIVEN NEGATWE A.5,0. DESIGN PRESSURE RATING. (T) PROCEDURE TO DETERMINE m0MUM SPAN FOR WAIL MOUNTINGS (TDP/EOTNAQ OR ROGR/CE0.1N0: GIVEN A POSTAE A D. DESIGN PRESSURE RARA'G, DEIERMWE MA%PJUM SPAN 1+' FROM SCNEWLE GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RAT1N0, DETENONE UVADWAS SPAN 1-' PRIM SCHE014E. FWAL MAGMUu ALIO'tlABIE SPAN a ram TO THE TPID1MVN DETERWNED SPAN BET7REN V, AND 'L ' E51 PROCEDURE TO DETERMINE MAONYU SPIV! MR CDYBWATIONS IN BETWEEN WALL MOUNTINGS W/ 11LOWCEUNG UOUNTRIGS: FOR A OMEN POSITIVE AS.O. DESIGN PRESSURE RNINC, DETERMINL: LI+- MAX. SPAN FOR WA MONNtwO WSrALUHSWS U4MAC $PAN FOR FLWOVCUUKO MOUHONO INSTALLATILWS. FOR A OWN HEGAThE AS.D. DESCN PRESSURE RATEN7: OEIFRIINE: LI-- MAK, SPAN FOR WALL, MOUNTING INSNM.AHGNS, Lx-- MA[. SPAY MR FLOOR/CENNG MWNrINO RSTI)ATIONS. RRAL MAXIM" ALLOWASLE SPAN IS EQUAL TO THE MINIMUM BETBTEN 1.+", 'U+ . 'LI- ' AND L= (4) W TO ANCHOR SCKEOULE W1TM R AL CcOV, I No II W-o• w ANCEDNOLOGY-SET.. • SEE ANCHOR svEcmunONs OH 5{ICQ 13 ImOih7nic1100 mQ't®OODOOmm1t7100000O0R•]dddddOCJtmI®Q7mIF1.Od0�U�O0©OOO pp p pp p��� 1.17i1 I00®ado O ®®O mA0000m OFi d 00dgdpd Odl[1®® mElt dd m �00000 mp�0��®�0�0®gym®�®E�o�o���INS OP mm0��d�mmOFf10�®�®mm�O®IOO�Emmp®@mF7d1vY=Cdl®®�pd OId010m0000mItl�d Gllddddd®mt7tv.3Odd�iflm�00B0{Zf®�CG�u�1®vOO�mOm�OO®mO�m®OdO mnueddmmm>0©odder� om0o00�am"I mHimagg a0®oo00mpoyoov�mm�000gy�m®mmmpomvoom000ppo�o mdddddmm�dddddmmmdddddmOddddddmL�mdddddp00©©dddd and ddmmmdddpdm®® ddddgmm pp dpp dmmmm dddddULICJIDOdmpp IDd00dd m®OMONSOm�O20019SE]�Cf 0�d�idd iIDOtt0171dd000mmdddd Odddddm® ddddd m OOOddiEE]ODd d B9EE1[Cl dd ®DOddd A BLADE OR O p m o q _ \... `,1 �OOOpaddl®®v1®®lOdOO�®��Oop00p®dmOp�p00Pglm�m®m®®®®OOpppppdOd®Od Ud6d2O�p�pd110®qpddp 1 \ 0 ®OOOOO mO®®do®�®®Opm(pm00po00®��d�dddddOpdpO S'F7.JO�d�0000000000 DO�OOb�n��0 QmOGddle®�Willa OOm�vp0000��OmMHOM v0000000000O0OmN00000 0000000000006/dd001pEno�m MEN=O C�ddddd�dddddddR7ddpdddd�®OOa®OOOmOVOOId0100pp®p00p0 1'I• 1 11 AsmtaHo.n,,. in 268 West 7ddddd Odddd0m0 d0 . CI w C „ T FMc ��� I+vvvvo Mrl talc ialtQ)at)a n�iga'"o a �F�� vlert)a o I. ANCHORS TO SB95TRA.TE BUD. BE AS roaves: 1 ..r,,.-..n NPrNtiAu Nix1ACeuxN nDINIQ AD ANCHORS, AGMwecrum BT MO. EWNOEY Or , re ..3 Re) T/41A N J/4' AU. PDRIS,SOW-SET TAPOON OR ANCNCRS.AS Of505e1T1E0 BY All PDM &OREW. EMT D WED,, DEW N, (W8 , re - 3 COI) t/4'0 OWE TAP CONCNI ANCMDRB W/ CAP AS M,,, R M RE. EX,,, FASLM04 DERECT. sc. (Ni., 1'S 2..0 tAPCDN,WIM ADVANCED MODIM AS �UTANCEDE) MCD 0 ` Isc "ea M IED �uf peaesMu TFCHNaOOT ALANDNDRMeAS M " RQ WNOOR DSIEREB61PoWAN AOUNED (N ICW sMRiER AS50.YAAd1TM.pK, ra . a iM) ALL PONIS swo-SET , MEE TAP W w WTS: TAM AI) IWN UUM ELBEWIENT ENrD. PeDRED CONCRETE BF TAPCON CR TAPC4N ME, AOVANCEU TNRPAD(ORe EECIROEOCY ANCIIDRD AND aPPERY ANUIORS IS 1 3/4'., AND FEE ROE IM. W/ w ANCHORS Is 1 1/2% A2) mm" EVEEDEHENT a 1/4.0 A 3/4' ID1 PRM6 $DW-.SET ARMORS 9W.4BE 1/8' ROD TIRE PoLpffD CONCRETE. ND EL®k w ♦ SW, T INTO STUCCO SHAEI M MWIICO., 1/4Y-a0. 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POINj$ DiIA-SEI OWE UP ra>PEa+ • SEE MICNOR. SPECIFlCATAINS- Ok SM"Ef id 0 VAOD'ONLY FOR UP TO +70. —75 PSr kS..0 DESIGN PRESSURE RAY= A FOR SPANS. PER SCHEDULE #J, SHEET 11 10 HV BLADE ONLY A.S.S.A. American, Shutter Systems -.Association, Inc. 4268 Viestmods Drive West POIm Beach, IT, 33407 ts=cumr:Puaz:aN a+cies lea is3. '-6' Qq SOUTHERN PINE N0. R W/ MIN. O-o'IS6, OOUCLAS FlR W MIN. C.D.50 / WALL MOUNTINGS. CEUNG MOUNT' T M: N. 0 & R `FLOOR MOUNTINGS' W & x BmNi6NfrymNRN 40 OSANOOF73 SPRUCE PINE OR NORTH W NIN: G.D.9} / WALL MOUNTINGS CEiLIN MOUNT T IA, N. 0 & R FLOOR MOUNTINGS' W&% taAIRtlROIi'R IyO 432b PBR2me @Fl PONE SOUTH W/ MIN. G.Q}6 CEILING MOUNT T Wes' MOUNTINGS UN M, N, O &.R FLOOR'FADUNnNGS W&% I®4WIRIFIt4ipcbA B9AN632P>$A 6+7 ]0 49 BO Y5 W 05 3U iD 60 ]5 gp. j03 t2 10 10 9 e B b b 8 o- '8' 8. 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MULI WNPfit'. tlP BW6 V, Vw 17 -Nu1 Cm'ftBow APO) 0 lit' IK SCflfNi A9 m NYa 201G SPECIf1C/.TSa9. q. NtC101K'SW1L PC 46JJIdtED f1N10YWD'ilt 9f M HCWyWYAWV5N2IN4 9iC6'GUI&b W 1ME INGII:ICS NIN4FWIW1E4. P261J m12co, INP, aTT o - A.S.S.A. * E VLUt TESTING & ENGINEERING COMPANY American Shutter. Systems fi! 't ♦3» ux, 2rx &. ta. gym. >Rcrtu cJamg, t ria. �t Assoclefien. Ina, snow-IJDe;SJI-f@w.ro.; (so67eit.flx 4268 Wesucc4s Oriw C8��O6JIG West Pdfle 8"Ch, FL. 33407 @T71 14 r THRM ORM PGVANCEG 1tqH/REMI"ORN TECOR NNOLCO OE 1 I '. Nub. PENEm hon EnSYPx:'w Hamm im NkEOU w s tr 15) a w 47W WWO gFG'd 11MFJDPORIp iECMNOLUCY w! 1//x" P-, a•. t f1 ' I • i ` 1fPa T+ ON Yn. ➢EN[IMi1en Ge mREedW fkG 'M0 PtYd906 TAPAON 4'1Ni IAY0.VCEL m (si{ mwd W 5iR2T 15) ERISfW6 NR:. 235• tj2 kA A(i 1101FMElYRY 7rb1N01AFY OAl EDN PvAOOOO REQG, 5N0R O f5 0.C. NKKuu PnktgD fi[0'0. 1. �• ARIA ROD AEO'O,PtYNGOG M DE WatG.flJf— />TF StNFtka.E ON Stl[LT IS) RK O le" O.C. W%. AEO'0. 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FWJ 15) 4. 6Q;I ©or©* Ex�STNG GUSY _DOR (Ici 4* HU x R NHO Tut gantis,.e �s' o:i, as 11 (M px01) IATCM. W:; P� > iT EI- o ' A.S.S.A. ,, ; 11WT TESTING @. ENGINEERING COMPANY AmorShuter Systems N stron. Inc.(sex-IM.m(Mew-wl ; s�'"a"IN'Po°OdFOm 4268 wetroods Drive. West r [a-aasns PGIM DeOCh, h 33407 5 oy©or© -0OR u g Mr sown . IMN n' Cmrt. uuu. weE END !M�ZHV SLADE—QR.13 WINDOWDE INTO !!1 c�i'rryv ®w END CON NE0 12N DETAI 0 O 11 ra_ col =17 m qm o- rW EcM GLUT TESYINQ & ENMNEEMNa eoNRANY am ,ia y,?: s. at.,ws:'�i;anai.¢umma, ntimnal FMp c0oa181GLaJo..-Pm `: nA18>Iami m L ir �a}�a uxn t OEQ V W4�y' Po � Iw Ah. A.SS.A. Amailmn Shunter Systems. AasoctaBon. Inc. 4268 WestraOda. UWve VJ"t 'Palm BeOCb, FL M407 'END CONKS TION DETAI . wawcp air ew rwsw.rzR new �r-r ♦-.SEE LIWT�MVtS'9f USE FOR awoE 1. 9k SHEt'! 19 07 4 a> T1P.: EA ENo kthX: 5 pR DOWS t� SEE Do CatKOR@i OER8., aN SX" 10 & 18 M. i RRE IR$11T. 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(P) TOLTURBaµTE IN %PNDQF&jr w RfSTNt[O.� iTBS'.EKE THE all O t of THE *,E 6 T'satoctE6"Ha MHoo.Y.[tQ uUSf 6E NSIALEa AND ta(Yflf Mt A W 5nn4C FEE, WNRYO oY ASSA 4 SEE ANLNGR SFAOMnsaVaoum FOR a1Snl1A1tlN5 eao riLtlD fPAUE 6UNaHOsON SHEET Is, As. Ltl0rt0 AY SPA4:ANO.CCGp]T WAo (SEE. HOTE9 1 & 9 Aam, 9. SEE A4LroR SPAatq,SPODOE fat vamH vm m POUtfo Wt1LPEIE OR CONCRETE P=K � ON W= tE A 13 A8 uunto By SPAR MD oESGN.LOAD (M HORS 1 & D ABOVE). IL 10t AM SEPARAna1 TO GRASS SanMum PER Asm C-1m, re+ro z«a �mxun smvuTgN m woi A OD8^ A.S.S.A. Amadcon ShuBor Systama Assoclallon, Inc. 4268 Wastmods M, West Poim @each, FL 33407 No o mo &EdESd4_LI��fiT14115_AND CONDITI„_,. ONS OF TIC FOR BERTHA t�"HV BLaO A rOR010.�. Shj1�TTER SYSTEM INST I MJNa T'O AETA '4TINT LiAIIa T. MAX.. A,S.D, DESIGN PRESSURE RAT140:. +75, - 75 (psT) 2. MM, SHUTTER SPAN. Be 3. ALLOWED MOUNTING: MaS ON THIS SHEET, 4. ONLY NTERMATE 21 W/ 4 HV LOCK ARE ALLOWED WITH. 2T AR GE A CAI. LAYOUT. USE 0 (Z) 3 (B• LONG. MINIMUM) MUST ALWAYS BE INCLUDED AT IOR OR INTERIOR ACCESS SIDE', OF CENTERMATE. *" MADE SLACK DETAry, HVF M ALSO VAUD FOR CENTERMATE0APPLICATION WITH BLADE@ &201Y iltt60; INC. 11LIECO INC. fILUT TESTING 9ENCINEERINe COMPANY P$ T/r 1\IYIMI GJ GSG�I 4�9 3�. 1/4"e NOMINAL A MIN M cl crvc BO83-TS ALLOY ' SEPARATION .10 GLASS SCHEQUI E(.-.....3, WINO ZONE -MINIMUM ASTIdE-1888 TOPAR CLASS i 711RU3 i• 4 4• A,S.S.A. American Shutter Syatams Association, Inc. 4258 WesGoods Ori" W"t Patin Booch, Fl 33407 —1 ♦7i LO,. 1 1' 1/4e920X3" BOLT MUST PENETRATE 34r-1' 1/4"0-20 THREADS 43 1/4"0 ELCO ONrT UMON PRODUM' FAB-LOK HD COMPONENTS SCALE; 3/6". I" L<MAIE6 AT tT.�J HV NTEO JSI L VIEW Y SIDE CONNECTION TO TRACK No 10