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HomeMy WebLinkAboutSET UP-INSTALLATIONSGENERALDENERAL NOT : 1. BERTHA H.Y. ACCCROGN SHWON SYSTEM SHOWN ON M PROWCT EVAMI.ADGN 00alMEa (P.E.OJ H B'ER &ENFED FOR COMPLIANCE ei ADMBMM WITH THE 2017 (Mi EDITOR) OF THE FLORIDA BOLDING CODE Mt6 ACCORdON 5HOf1FR SYSTEM SHA31 NOT BE DhTALIEG AT MOH 'rc(Aaly HURRICANE 2di. . BESCN MIT LOADS. EHAL BE DETEROM1Ep AS PER SECTION 16M OF ME AEKFEEN MODIFIED CODE, FOR A BASIC WIND SPEED REGARED BE THE NR50NCRNM CN OE SH1RWIL L LL RE NEMtLEO MM A dREC110NWh FACTOR Ka-085. USING ASCE 7-10 AAD SHALL NOT EMCEED INC MADMAN (AS.O.) OMEN, PRCSSURE FATAT.S MCAT® ON SHEETS 11 TNRU Is. 19 & M N ORDER ro VERNY THE ABOVE COMA' ULTNATE DESIGN MIND LDOS DETERWNED PER ASCE 7-10 SNAI Be FIRST MOVED TO A.S.O. CESIGH WIND IDADG BY MULTFLYNC THEN Bf 0b N GROOM COMPARE THESE W/ D1L (AST) DESKN PRESSURE RATN65 wDeciew ON smMYS; it THAI is, 19 a 20. N ORDER TO i0MIFY THAT MMAAa,Y; AND ANCHORS ON THIS P.ED., ES TESTED, WERE NOT OWN STRESSED. A W S MEATE IN ALLCHY49LE SOME FOR WIND LOADS WAS HU USED IN TIER AALYSN HOWEV-R, A WIND WRARON FACTOR CD=1.W WAS USED FOR ,MDIGDDN OF FADEME N WOOD. ROW N.V. ACCORDION SHINTO SYSTEM'S A WDDADY FOR WIND AID LMGE MISSILE IMPACT LOAD AS BEEN VERIFIED N ACCORDYCE WON BECKON A�' IM-1.2 OF ME E MENTIONED CODE AS PER All. REPORTS; -HM GLADE Q 10214.OI-03, 10715.01-03. /1004.01-05, (1214D1-05, /O317D2-O6. JNHRL01-10 All 10210.01-11 AS PER 745-201, 74S-202 AND TAIL-M3 PROTOCOLS AID ASDA E-1ES6 AND E-1995 STANDARDS (UODU LEVEL G, WIND ZONES 1. 2 & 3) & B122DDI-10 AS PER TAS MI. 203 & 20 PROTOCOLS LARGE MISSLIE -NV WINDOW IAADE O, [OE05b1-OIL AS PER ASN E-IM6 AND £-1996 (M65vE 1fYEL D. WIND ZONES 1. Z. 3) BASIC PROTECNON ONLY µD / OY25.01-88 AS PER In 202 PROTOCOL 2. HV BLAGEa AND NV WTHOOW (BADE 6 ARE LAWMRED TO WORK IN UNLMV BAN, FA I DMER UNOM NO GENERA LMITATIONS 910 OONDMONS OF USE MEWED ON SHEET 19 3. SERT6A KY. A RVVI ME (W SCRDNS), USED AT NUDES KNUCKLE AND FOR DSMT NOW CWN_F DDHI TO TRAa6 Owl BE /14i,z75• AN /14e1.75• RESPECINELY, 410-M MINIMUM SERIES SlAOTESS STEEL SCREWS WITH 135.0 WEST YIELD STRENGTH AG 16D Ati TENSNE SIRERGTN. PN5 SHALL. DE COATED WTTN BEmHA w =KMAiRSD COATING STMEM AS WNItF'ACNR@ BY AaPRCNED CQATNC MPUCATGRS, REaSTEIXFO VAM AMERIOAN SNNFFR SYSRNS ASSOCA110N. POPE MUSY BEARTrt H7 NAAbNG W T21R xEAO. 4. AL 89o5 ATs =M EYTRL51ONS SHAL BE AW VONARSOCAYGN ALPE DY AND TEMR AS NOKATD ON SHEETS 2 MO 3.'WHIWA RFO ELD STRENGTH R 60W 3-TES ALLOW IS D Kai AND 35.7 W FOR -TES ALLOY. 5. ALL SCRflF5 TO BE SWRL6SS STEEL Mt OR 316 AS SHIES OR OORROSGN RESTSWR MATED CARBON STEEL AS PER ON, M,NB MH M My MN. WED MEEM M AND EO eN NA TESO£ MOON, AN'0 Shall COMPLY W/ FLORIDA EMMIA CODE SECTOR 2411.314. 6. BOLTS TO BE ASM Aa07 CA,VWJ FD STEEL, OR NA M4 OR 318 SEARS MAHIESS SHEET WITH 35 AG MINDgN TELD DRENOTH. 7. SEE THE MQ NG SHEETS FOR ANCHOR EPECWEOATONS: NV 040E Q : 12.13.14.15 AID 20 W GLADE Q & 0 Yl AMM N UNISON: 12. 13 & IS & YINS DERWTHAL)H.M ACODAI $NUTTER SYSTEM .O. EM SEARS A UPATENT I6'779,582. WU NET@ OF INS APPTI ARE COVERED. INAiME OR INPART BY LLE. PATENT /5.456.1T9 SGDM 10 EASIER, D. 9. a ENALL Be TTE RT9PpN5iEiLNY OF TIE CONTE"'FOR TO WME' THE SODVONE55 DF TIE STaKNRE COHERE SHOt1ER IS TO ESE ATTACKED TO ,SURE PROEM ANCHOPACE, MNLRA GE TO SEAV W.A K ALL MIYFFR COMPONENT BODES WHICH BOON. THRU FATTENING IN CONNNOUS DENTACF WITH THE S MG TO PREYEM WNO/RAH NTAI,,M. 1c FAa1 UND MUST REAR PERMANENT LABS. IN A NSB PLACE WiTWI WARh" LOCKS. A" NOTE: OL' NG PaMDS OF NNEAGANE WARNNDE HOME OMiER, TENANT. OR OTHERS, MIAT PROPERLY CLDSE AL Try AND 7O tEN)eMR TES MO ENGAGE GR LOCH AL W AND HD 11' ENL1Tip, MANUFACNRER"S LABEL SHML 0E LOCATED ON A READILY VIABLE LOCMXW AT =MDDx SHATTER, IN MGDRDANCE AM SEEING, 1709.9.3 Or FIORDS BOLDING GOGE ONE LASE SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY W1TN SECTOR 1709.92 OF ME FLDRGA GILDING COPE. 12. BERLHA KV. WM "Mal EHUEER S STEWS fNEEALATGN SAME COMPLY WITH SPECS HDDAYM IN THIS ORAWWMU PLUS AFY eii dM AND ZONING REGDUNBOM PROeDED Of THE AINSO:CINN WHERE PERNrt 15 aRPLEo ro. 13. (a) THIS PLD. PREPARED BY THIS ENCNEER IS GENETIC AND DOES NOT PROVIDE NFOWATION FORA SITE SPEEFIC PRD)EC; i.e. WHERE THE En, DONDMOHS OEYATE FROM TIE P.ED (E) MMW6fOR TO BE REOCRIME[E FOR THE EET.EDDON, Ptj q AND 1TD AtAfgN NCLUDNO LA, SAFETY OF TITS PRWAEF NAU, ON THIS FED., P ONNED HE/SNE DOES NOT DEISATE FROM IIHE CONd1GNS OEFAI-M W TIES DCCUMCR. CONSTRUCTOR SAAEIY AT SIT IS ME CO TtRAOTOWS RESIONSEI (c) MIS RED. YD BE CONSIDERED INVAMU 1F ALTERED BY M, MCAN6. (a) SINE SPEOIFA PRDIECIS SHALL BE PREPARED BY A FLCRIDA REGISTERED (NPNEER OR ATON,,B T MCH Wit, flMi THE WONEER OF RECORD (EON} FOR THE PROJECT AND WHO WILL BE RESPONSIALE FOR M£ PROPER DSE OF ME PLD. ENGINEER OF RECORD. ACNE AS A Da-MMEO ENGNEER TO THE P. . CHANTER SHME SUBMN M TYS LAM ME SITE SPECIFIC ORAMI FIX, REtTLW. (9) ORDI PLD. ENML BEAR THE DTE AND INDIAN. SEA. AND SGNANRE OF THE EHaNEM OF RECORD THAT PREPARED IT, TABLE OF CONTENTS GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 1YPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE & WINDOW OE'TAL AR a 2, W R ADE (D ANn HV WINDOW B ADF & (WHERE APP i CMLE) TYPICAL SHUTTER E ATON & NOTES ON t➢GRS SHEET 5 INSTALLATION DETAILS A-F. CONCRETE/BLOCK SHEET 6 INSTALATON DUALS G-M, CONCBE(E/eLCON SHEET 7 CDJERMAT£ OETADS ETV SHEETS CEMERMAIE ALTERMATND DUALS HV SHEET 9 END CONNECTION DUALS /-6, CONCREWMOCK SHEET TD MAKNUM SPAN TABLE SHEET II AICNOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BL SHEET 14 ANCHOR SCHEORE- WOOD SHEET I6 INSTALLATION DUAAI M-R, MOD SHEET 16 NSTALLATION DUALS S-K. WOOD SHEET 17 END CONNECTION DETAILS 7-12 & K. WOOD SHEET TB 1YPICA 9NTTER ELEVATION SI Is AREA 4: HV WINDOW BLED (1) ON Y NSLALATION DUALS. METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO 09TAIN PERMITS IN THE STATE OF FLORIDA ,)` xQ,.�`�}GENgE' •.,�9 �Yj, D2 17 PTECO, HNC 02017 OSTERN META SUPPLY. NC. SCANNED f BETE VIM A.S.S.A.Accordion Shutter System E�`, L E C O INC. tVMAMg) Wj En W/0 HV. VnrmN aAE St. Lu B P ? / TILLT TEST Nc& ENGINEERING COMPANY American Shutter SysIBmGW liMFB.TNT, We CountyM. Ar e v na a. T, 4 m N W a L0 f o ts I Association, Inc. 15-055 27/1 NTV 07/27/17 ., •-, (xs)en-I3w. Fa.: (3a3Is71-1'31 4268 tVesUaOds DYveDRAWING N0 +ssR ��.W_�Wesl Poim Beach, FL 33407 �aNAI WATER A %L 1,. P.E 17-107 PF <P'AI 11A :#dWIGF/mIr "a 1 , J 44167 _, __ 1�HV SOLD BLADE COVERED UNDER US PATENT 0 5458179 OF USE OF BLADE WON SKEET 19 ©HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ KV BLAOE i �-6063-T6 ALLOY 0 TdMPFR •� L9D' 1 @7a L66b' ' ' CEILING HEADER Quit FOR USE W/ W BLADE(T)ONLY, E SECOO IS FOR VAUO 6063-T6 ALLOY AND TEMPER N`L x IAl 1Ft l (I g SIDE ANGLE OUALflED FOR USE W/ W 04 l9 ' 3OHV UNWERSA! ELnercR OUAUFlED FOR USE W/ W BLADED 6005-TS ALLOY AND TEMPER (p BY HEADER/SILL L QUALIFIED FOR USE W/ W BLADEPONL 6063-T6 ALLOY AND TEMPE �L -I =� ALUMINUM ANGLES QUAURED FO& USE W/ W BLADE f ONLY. 6063-T6AR Y AND TEMPER OOUAUFTED FOP USED W 1N BLADE �i 6063-TS ALLOY A2 TEMPER BQHV WALK —OVER TRACK OUALIFlED FOR USE W/ HV BLADE (1 ] 6063-76 ALLOY A 0 TEMPER CYhPONEM A B TI T2 (� 2' 5' uuLi 1/8" 1/6' ® 2' S' NJ 0. 192- i 0.192- 19 24" )' MA%. 0.190- 0.190' Y 3' N4X. 0.139- 0.131- (S)HV ROVIB0' STARTER OUAUFIFD FOR USE WJ W BLADE( 6063-T6 ALLOY AND WMPER .994. 842 g 1) s20 (9)HV TRENCH TRACK OUAUFIED FOR USE W/ W BLADE(l) ONLY. CORNER POSTS usIND FOR USE %V/ W RUDE 606 0Y MIT TEMPER HV RAINGUARD QUALIFIED FOR U(�S�E W/ KV 6063-T6 BA LLLAODYEID TEMPER, 11111 En K n/� _ o)pl) T4TFW. WG IL ECO1,@�. A S S A ■ ■ ■ ■ ArnsrlCan ShMMer $ys}ems Assoclatlon, Inc. 4268 Westmods Drive West Palm Beach, FL 33407 02017 El51ERN UUM, SMPP,. rtva.•c ERT A VTM Accordion Shutter System Y FLV. BLADE gt W/ 07 W/o HV. WHIM BLADE 1 s d�IA� >♦ ' ' TATE OF f�,S., OR...... ITLIT / • d•1••``A e y 11I P F�'FSL�e OAs*erAiC/nnTC TIWT TESTING & ENGINEERING COMPANY RSss .... xin xi. s. wa 9 9xm`. j nma. n: -.�u @va=7 ..an 19 n XR A TU,111 P.L. Dai✓DA Mc 0 44147 aacmn@x att ORA. a*: Le i an 1 s-oes a:n mx 07/27m 2 s ORAVANG No 17-1 O7 __,__ M %Afr T FAO:R ELEMipN LOCKER rOR "T" LOCK RMAT QUALIFIED FOR USE W/ HV OLAD£CONLY 6063-T6 ALLOY AND TEMPER 1.91T 21a' �L A�Th LJ 11 W ��y,G v QLADE iUALIFIED FOR USE W/ HV B& L^ 6063-T6 ALLOY AND TEMPER ® LOCKING RODA OUALJFl£D FOR USE W/ HV BLADECi. 6063-T6 ALLAY AND TEMPER tfr'L O BKAIALE " " LOCK OUALIFIED FOR USE W/ HV BLADE ONLY 6063-T6 ALLOY AND TEMPER 6063-T6 F.'Wf8"0-tfi At ��y}/ HV CORNER QUAUF7E0 FOR v E063-T6 ALLOY FOR USE WI HV BLADE PDNLY 600-T6 ALL Y AND TEMPER` 1161 .a ♦ I M a {� HD CENIERMATE'S INSERT QUALIFIED FOR USE W( HV— BLADE 6663-T6 ALLOY N0 TCNPER � 1 tf/Y J _ti40 HV 1 j4" 0-20 AISI ina RIES S S THUM_BS�'R"Ns wvttFlED FOR USE Y2/ HV BLADE d C,1R-�• 1t{(/P.rs o2av mTEm, tit. Y7LIt�.PL ir Psre'..• ✓ty 2 IL ECO.NO. t :. *d /s TILUT TESTING & ENGINEERING COMPANY • STA : 63M VX. MJt SL. A..')(4 xi[RSt pARp.'KS, MiOh AT R"ne : (AsJe2�-,Sb . fai : (b5769f-,S3i Q'!�L 1� ORID '• /y��T,p [_j{�Q'�`L 1a A W4LRR L:1NT 1. P.E. _S /QR�A�i11PRE1'TO R0.G&0. tfi t 41fiT SMUT 1A,40T ' • Kwa - HY LOCK ® HV EGRESS OCK S!� QUAURED FOR W/ KV QUALIFIED FOR USE W/ HY Ql� ONLY. BLADE iO& S ONLY. -- 250' IT IF PL452iC N£M319' " SCR£A B 5' I--T60` AFTERRNf1M 1/479-20 It 3/4" 6EFORE FUTVD.G S.S. THUMBSCREW 1/4"e-20 RIVNIm x SUM. ssu uuww (.roza-n llnY) U,Kre � RAY L f SFm MRXM. PAV! 10620. 42 uV.'Vi'aC1U#fF W Ai4EL p RR[ R%T6d. ➢a 'PPDIY. M[E J(FSEY W011 UR ELWt HV "T" LOCK 23 HV ALTERNATIVE AC QUALIFIED FOR USE OUAUFIED FOfj. USE W/ W W/HV 13LtCEC ONLY. BLADE i ONLY. INRFECNT HARD++�HLO CK 5 SERIES 2333 H00K 66LT LOCK. ., ^P QUALIFIED FOR USE W/ HV BLADE@& C =1T A.S.S.A. Accordion American Shutter Systems ttv, atoE.gT w/ aR Association, Inc. , aD fs-D6s 4258 Wes•.raDHs DDri,L ve 2 West Paim Beach. FL d3407 s ;er System :AWING NO t7-1♦07 SHUTTER ASSEMBLY SCHEDULE FOR HV Cti HV R BLADE 1 BTAOE to V LONG RECESSED NYLON RUSHING SHORT RECESSED NYLON BUSHING "MON HAT WASHER © HV WHEEL CARRME AS( 302-303 SERIES OS70"K3/18" THICK NYLON WHEEL, 0.188'0 AISI 302 SERIES S.S. RIVETS l^J HV 1 3/4' ACCORDION PIN W/ Q8 HEAD HV 2 3/4' ACCORDION PIN W/ #8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW s (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCO HVg BLADE, RDION SYSTEM W/ NV Q OR TYPICAL SHUTTER ASSEMRIY .S (2) HV PIN ®MAY BE USED IN UEU OF ®AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV Q aosz.• BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7.�1, (3) HV PIN CH OR @ W/ 1/2' O.D, I/IS" THICK S.S. WASHER 0 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 'e SHEET * ,EL CARRIAGE DETAIL 1t EXTERIOR J, 2 QOR 1 " I 01 oR Q7� I ld EXTERIOR HV MBIADES Q pR qT EX IU. (SFE NOTE t FOR REOertt£MD415) I I M,EMBL_T AYOUT I E O TILOT TESTING k ENGINEERING COMPANY O"s f44..W.A 54 s...% dr.NN r.lmaa. FIOMA. .Z, : 0051871-1. , 1- . fstIV9a1-1111 :- T Jc P,L U'L r .167 w ov ®qnE. .aazs' =i'�"PJ-L=x nszs ,0szs• NOTE "C ON POLYCAROONATE SOURCES FOR r�euT � mew vn • o1r3 nfn• nssm a<: Y].VA Rai YsaYn 'MIO w exa0 FaJ A.S.S.A. American Shutter .Systems Association. Inc. 4268 Westroods Drive West Palm DeocO, FL 33407 IM ZA KV. MADE #1 W/ OR WIG RV. 40 No —107 -tea 11D -It f�7ttttttttatttttttttnr�*ritear�ttn;� i� n I'I O I�IM U � TYPICAL In HV BLADE SHUTTER ELEVATION N.T.S. 934 BF B�a C KM OF CORNER CENTERMATE me rN LOCK �S v �' SMALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN 2 oT SHUTRjt SPAY tOR SFNS UP O f 08 ANP FCA INST TIONS AT ANY MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO OR 1 1/2- LONG FLAT NFAO S.S M.S. LOCAIroN OF LOCK SFUL. B£ AS INpiCATEA-O DESut OR FOR SECURRY PURPoSES. UP O TWD W USED AS AN RSIOE OR 01RSDE LOCK. CONNECTION OF LOCI= TO CENiERMAlES NAsE SMCAmOPCSHIRTER ELEVATION. ANuv�c. LM -NV NDOS 0p OR AN ALTEMIM DEVICE MAY ALSO BE u5E0 At STACKING POSITION (NON HURRICANE POSn1ON), ��'"�/ 4. •ONE NV LOCK + 1 � 0 SHALL BE USED AT CORNER CENfFRLLFFS'FOR ART Sp. AND WSTALLAn, Ai RBN . ATIAOHEp TO T CORNER CENTERNATE W/(2} IJi 6-20 k 1J2" [ONO FLAT NEAP 5,5, MS. TWO INSIDEOUTSIDE OR LOOK, AT TOP h no OM 5f(Aii BE USED. LOW. LOCK SHALL eE AB MUTED CH TYPICAL SNUFFER ELEYAitpN. MNIBT(IM SHARER SPAN CMMI RP M1Rrc,11— — ecn N.,.rn... �.. �..-..... _.. _.. RNNUJ AS SHaWN ON SECTION HVE, " I "n V3 ''NIL TLs SHALL BE MADE W/ 1/4'0-2013/4' ALUM. LOCKS AT IJ3 Of'SHiR1ER SPAN. SHEET & ONE LOCK SNAIL BE USED AT 1/2 OF SHLRTER SPAR OR TWO MN & UMS =0110N I FOR K ••^ Na INSTALLATIONS' ONE HV LOCK 0 or 6 w @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY BPAY OR 12' ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 95•. AND FOR INSTALLATIONS AT ANY ELEVATION. W LOCK 0 or. 0 m 0 MAY BE USED AS AN INSIDE OR OUTSIDE LCCK. ATTACHED TO 0 or @ SWAMEnu AL cDaSRMATES W/ (2) 1J4"-20 1 1/2" LONG FIAT NEJ.D Ss. M.5. LIXATKIN OF LOCK SHALL BE. AS MOKATED ON TYPICAL SHUTTER n,,AT*N. USE OF LOCKING scar QT� W/ OR TOP AND BOTTOM IS COMPLETELY MANDATORY. °N9TES ON HV "T" LOCKS AND C NT RMATESON HV "T" LOCKS AND C NT RMAT� 'D O GENiERLAAtES .AND �a `"'� • •" '•"'"T/rry v" x\Iwn nvv. SELF 9, WHK.N MUST BE OR W/ 1/4"P-2 f- &SAS. NTOJAI I/4'c 9/8� RMIUr�CK MAY BE WSTALLED T MOSPANn OR 12' ABOVE AND BELON UIDSPAN. USE OF TWO LOLT(1NG RODS TOP AND SOTCU IS MANDATORY. 'NEON HD LOCKS & CFNteauercc. I 1. ND IfKY Sl NO CAaFPYATES (+� n s1 W/ i E ALTERNATE NO LOCK CS MATBE USED IN Uso or NY Loss, (a INt �^ FOR NK SAM &No INSTAL ATIONS AT,AF;M�• ELEVATION. ALtER . NO LOCK 0 MAY BE USED AS AN MWE OR OUIS D LOCK. ATTACHMENT OF HO LOCK & TO 0IS W/ 3 Is z 3/6• Fn SSM.S. AND INCLWES RONFORCEMarr MBERT 5 AS S CHAN ON SECTIONS ND9-1NB AND NDC-MS, SHEET 10. LOCK NAY BE INSTAL , AT UIDGpAY OR 12 UAKIMW BELOW OR ABC, AWSPA. USE OF Lmnna RODS p 5 COMALETar, OPTIONAL. t1T.�. ' •'C..... Al _ ozO1T ousco. IN, �L�� C p A�S�S.A� 02017 EASTERN METAL SUPPLY, W. Accordion Shutter System ' 'y4 •'{\\\ RLLR TESTING h ENGINEERING COMPANY a3b xa. ]Aa sm SVA. vm;au C'-'mu4 nmu vf[ Prorc , (dre)a1+-tsa . Fm : (]OSJHrI—IdJi a BMIG�KcpdOilwgtmm A&rVrATw L.PE FFXAA U� f .147 American Shutter Systems Association, Inc. 4266 Westroods Drh,, West Palm Beach, FL 33407 HY. BIADE �1 W/ OR W/O HV. k1pAQ/! gppE olR oRdxr er. Le 1 Oi0 i�mrox !P 1 WTO GJ 27l17 r -• �A/....... .. �at1t _ S �MALE .fTr P F CCdI•JtlM!(n5•I+mNnlir _ ] DRAWING No 17-107 /T e� 1/23 F O L� C POUPSo BETE ANWORs POUReo co, ON CONORETE (S:•K1.T OR CON" 133) PEWa W �r CONdEEtE 0.VCNO 1 - i 18 E raunma r {SEE SCHEDULE ON SH�EET i]) fsiE p3aa svm � j „ . E IwR �• G 1 4C-20 uswc yr Nurs 1 - 0 12' O.C. 1"/{�2 as F i 1 tE M.r"71 . (I .Y50' NOL 0`f � '� 02natu I i y+ I 1 OR r uci saxulroN TO Goss ' 1 OIASS. r(Sm SCREWx ON SHEET tl) SDNG 1 STNO i AD I BY —WALL HEADER IN ffAI 1 ATION + KEYSTONE 1 OR 1 ' EXtS1WG� i_ WN, su,Numm la IXAss (SEE sNaxia ON sNurr ii) Otl� r y'1 YAp i{ § E%isiM^u ma E INCH00.s OUIE ON O.C. NW: SEPOwNw m cuss (Sea SGEWIE ON SxctY It) @C HY WALL HEADER INSTALLATION Oft SV`w`WN N.0 j - -(SEE $CHVC ON SHEET 11)---�µ(Ij{! �—amaew. III I lil : i f OPMNYL .-1/4' Voa E. it V 4y t;l/4'd-20Z/4" a +--£frRusa Now 0 EO SCPLNS Ui:_NG �F wvCHOPs -IROM (SEE SME➢UtE ON SHE{,T 13) jjj {' 1/4* 20 NUTS C S2 O.C. L SEE WKEDULE ON W/ + 4 POURfO Cd:aEIE l Win. POUFED WN�[{E e„NM {3) % •-20 NUI$ O 12' O.C. It"TH- aocK 'i `MIX OR CONCRETE CLOCK w PEOu�PEO r HV WALL SILL INSTALLATION �scRxEa R PEauSzm IRED caNam— sHEFr 14) �HY WALL SILL INSTAL ATIOCI, OR coruit[TE &OCK __ wAtt RE9UULLo �� N07 FOR =11am AM, OF SEmoue• (K) NV WAL SILL INSTALLATION -s SHEEr4raTfck. IMna INSTALLATION DETAILS W/ • c D. - EaGE onraxcE AssE1:ECY • Ns eaN eE eoat.wFo tsEE scEcsicanoeu cr+ skffr v3) T uE a T sEana NvWAY msam lR scATa4�e3a+O�Fi r US,£ OR ' H V BLADE n FLORMA BUILDING CODE (Non Wah Velocity Hurricane Zane y�CENS�c'."� 02di) mnw, M, C2017 EAilERN muSt Y. INC. $ AS SA ionBERAN G t �LIEC� p Accordion Shutter System ■ ■ ■ ■ HY. fi.gOf 01 W/ OR W/O KY. WNDON HME :'� y\� Ti[llT TESTING A ENGINEERING COMPANY American Shutter stemsm�N ,(y ORfOP: 5k, ,1t wss Nw. sen s+, s. wz x.-a.. ur,mz,x nam, a1, Association. Inc. 1 OLD ts-oes T{zt11 wte a�/2T/12 C�—^-Ci Wit•— rmm :.{_as;sn-Ima , ro.: {ws)an-+sat 4268 Westroads Drive. 2 »0NALENr.+ ®� fe" West P.Im Beach, FL 334G, DRA ING No r0•�•••r NLlOt A UUN u. P.P 1 7— 1 0q P C cca+ /crcurtn mr rnnrr rtaRmT, uc. / s4faT _--___ CONCRETE M1CRETE ANC CONNCCREETE (NEE snmvum OR SNEEr n) ; nIzRReOR,t� -- I OR�— REOUIRm i r`A3 �Rr IXSNiD I 1 m P.45� ANCHOR �— , EtlGE 6 vE¢ W atii0 Off"? � `6¢ SwmuP i q 1pP 0 • NMSDiG� . 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EDGE mrrxV RZ Nos Ni£WHIN PE;IHPuEO ,- SEE SHM A FOR YrRCrL SHUT E (sEE SPECB1CAnIXS PY. RIEEi 13) OR�CE v NTO M oFERtSE ssa 0 e� WAoN SQCErUSE FOR �USLY Is 2-WUN 1 INSTALLATION DETAILS W/ © HV BLADE 4_ AIOUNnNC 5£CrIMN CAN SE CCitRiNE6 w &W WAY TO WIT AM( INSTALLATW. 1,flt E1} A Ai,--- RORNA BUIIlIN6 CODE Non High Veloclt Hurricane Zone 4 i\CFNS ;•., ✓sy am,7 reNxo. we $r2Otl EASTERN UHI& Ni}PPI.Y. INC. ° A.S.S.A. gRTa W t � �• .' 1 L E C O .ea. , � � � Accordion Shutter System '9' a H.V. MALE #i W/ OR W/0 KV. W1N)ON MADE • 9 °• O'A ' nun TESTING k ENGINEERING COMPANY American Shutter Systemsft . -s5 DA 2arttcA Association, Inc. T/n m/7 17 4288 Wesl S Drive i S/ANAL EN�?rd' ma y° west PCIM Beach, FL 33407 s DRAWING No •r" sANrrr✓ WLL.ER A $YF Jy flE1 1 7-1 O7 P F Ors, /QlI .ATI ICC /Il1. 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BE9iM PRESSURE RIDING. 1 HJ CORNER CENTEAMATE /3 MAY 13E USED AT ALL MOUNDNG W5NAUATKO LOCKING SPcCTFMAM.S SHALL DE AS Mh CATEO ON MANCATORY CpNDInMt /2 NOTE 85, SHEET S. tt EXCEPT THAT NvauA 5•WitER SPAN 'L+' OR 'L-' AND MAX , AS,0. OESNG PRESSURE RATING FDR LUSTAUAT.ONS IMo C4NCEETE OR CDNCREFE BUNCH NW SE UNITED AS FatfilS- I- tONNECTIONS TO KEYSTONE MOUNMNG LIMITED TO +64; ]2 P..J AND 8'-0' SPAN• SEE MOUNDNOrM)ON SHEET T. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1. 1 HV BLADE MM R c1017 14,FCp. INC.TI L EC ,,- p AnSwS./I//�� . TOUT TESTING D: ENGINEERING COMPANY Americon ShufteT Systems vu N.. Tta z m. 3DD. � v,s Assodatton, Inc, w—.: (wNS7,-1s3D . rP.: (3m)e2)-uv 1268 Westmotis Orive EB-OW."s West Palm Beach, FL 334C, HI4i@ A lw}! h. PL rtaaiw Ile / HT6> (1) L+: MAXMUM AL"ABLE SPAN FOR A 61VOR POSITNE AS.D. DESIGN PRESSURE RATING. L-: MAX. A NAIAE SPAN FOR A GNEN NEGATNE AS.G. DESIGN PRESSURE RATING. 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