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HomeMy WebLinkAboutSET UP-INSTALLATIONS1. BFRMA H.V. ALWPOION SNIlf1ER SYSTEM SNOM4 011 iM5 PRONESWSTA ODUBE CT EVALlEO LUMAON T WHIGH CYEIUNEWIffY (P.HDED3 RWCINHASE ZBEEN SDI FU MR CONPWHCE INACCORDANCE W IN ME 2017 (6w EDITION) CF THE FLORA BUIDwG CODE. iH5 ACWRdON SNUILFR SYSfd SHILL NOt . DESIGN N90 LEADS STALL BE OEIERMINEO AS PER SECTION 1620 OF ME ABOVE MENTIONED MACE ER A BASIC eND GREED REWIRED BY ME NRSOICIION WHERE SNUTER WILL BE INSTALLED MH A DIREEIIONALIIY FACTOR 106-0.65, USING ASCE 7-10 AND N LL NOT EXCEED ME NAON11 (AS.O.) DESIGN PRESSURE RATINGS INDICATE ON SHEETS 11 THRU 15. 19 M 20. IN ORDER M VERIFY THE ABOVE CONDURCH, ULTURATE DESIGN WIND LOADS DUOUAHED PER µCE 7-10 S1W1 BE FIRST REDUCE TO A.S.G. DESIGN VEND LOADS BY MULTIPLYING MFN BY 0.6 IN ORDERIC COMPARE THESE W/ M. (AS.0) DESIGN PRESSURE RATINGS INWCATED'ON GREETS 11 THRU 16. 10 M 20. IN =0 TD VERIFY THAT COMPONENTS AND ANCHORS ON MS P.E.D., AS TESTED. WERE NOT OVER STRESSED, A M X INCREASE M ALLOWABLE STRESS FOR WIND LOADS WAS DUE USE IN THEM AURYSS. HOATMER, A WNO DURATION FACTOR CO-1.60 WAS USED FOR VERFICMON OF FASTENERS IN WOOD. Aft. PPERRI 0RFG,- ACCORDION SIIUfIETt SYSIEN'S ADEQUACY Eq WIND AND LAMNSgLE IMPACT LOAD HAS BEEN VERW TQQ W ACCORDANCE MEN SECTION 1609.1.2 OF THE ABOX MONITORED WOE AS PER -HV 61 10214.01-03, 107151 /I004.01-05, /1214A1-05. 10117.02-06, /0609.01-10 ANC III AS PER TAS-201. TAS-2E AND Tµ-203 PROTOCOLS Me µ(AT E-106 AND E-1996 STANDARDS (MISSILE IEVFL D, Me ZONES 1, 2 A 3) A 11220.01-10 AS PER TAS M, 203 A 2E PROTOCOLS LARGE MISSILE. -W WINNOW RIME 6 FO506.01-01) AS PER ASTIM E-I866 AND E-1996 oussIle LEVEE 0. WIND ZONE 1, 2, 3) BASIC PROIECWN ONLY AND / 0726DI-69 µ PE Tµ 2G2 PROTOCOL 2 W BLAJI W WINDOW TIME ® ARE ENGWEERW TO WORK IN UNISON WITH EACH OMEN UNDER ME GENERAL UNNAMA AND CONGRI OF USE GaEA1E0 ON NEE, 19 S. BERTHA H.V. ACCORDION PINS (ITV SCRENG), USE AT BLADES KOMI MD FOR DIRECT MOUNT CONNECTION TO TRACKS SIWL BE 114e2.75- AND 114.1.75' RFSPECTNFLY, 410-HT MNINUY STAINLESS STEEL ` CREWS NOR 135.0 W WEED SDRNG"M AND lE Wi TENSILE STRENGTH' PUNS SNWL Be COATED WITH BENT. W DACPOSNEW COATING SYSTEM AS MMWACIURE BY APPROVE STIES COMING APPLICATORS. RECI51ERE0 MAIM ANENCI SHUTER SYSIEYS ASSOCIATION. PARS MUST BEAR ME W MARKING ON WON HIM 4. ALL ALUMINUM EKIRUSIONS SHALL. BE ALUMINUM ASSOCIATION ALLOY AND TEUPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM WEED STRENGTH FOR W63-76 ALLOY S 30.0 EM AND MY WI FOR 6005-T6 ALLOY. 9. ALL SCRflVS TO BE STAINLESS STEEL 304 OR 316 ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER KIN SODIS MR E W MIN. YULB STRENGTH AND 90 W MIN, TENSILE WNW". AND SHALL COMPLY W/ ROI BUILLMNG CODE SECTOR 2411.3.3A. B. COLTS TO BE ASAP 0�07 NLVANIZED STEEL, OR ASI 304 ON 316 SEES SgMHESS STEEL WIN 35 Wi MINIMUM WEED SIMINGM. 7. SEE ME FOLUMIG SHEETS FOR ANCHOR SPECIFICATIONS: NV BLADE 0 : 12.13,14,15 AND 20 W BLADE O A @ M10NKM0 IN UMSON: 12, I3 A 15 B. MIS SERMA KA ACCORDION SHINIER SYSTEM BEARS A US PATENT 16-779.582. ca"A"" AILS OF MIS . APPROVAL ARE OWERED, IN WNOLE OR IN PART BY U.S. PATENT /5'458,179 65UW TO EASTERN METAL SUPPLY, INC. 9. N SHALL BE ME RESPONSBWIY OF THE CONTACTOR TO YOUFY THE SOUNDNESS OF ME se,UCTURE NNME SHINIER IS TD BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SGL/CIULK ALL SNUmR COMPONENT EDGES WHIM REMAM, TNRU FFSTaENG IN CONTINUOUS CONTACT MR THE SULOMG To PREVENT AHU/NAM INTRUSION, 10. EACH UNIT COST BEAR PERMANENT LABEL IN A MINE RILE WIN WARNING, MOLE: DURING PERIODS OF HURRICANE WARNINGS HOME OMER. ]WRY, OP OTHERS, MUST PROPERLY CLOSE ALL W AND HO CEN EMOVES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. It- NOTION MANUFACTURERS LIBEL SHA L BE LOCATED ON A RFMILY NSURE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORMA BLINDING CODE ONE LIBEL SHAL BE PLACED MR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1700.91 OF ME FLORIDA SUROMG CEDE 12. BERIMA H.V. ACCORDION SHUNS ENUtArs H STAUARON SHALL COMPLY WRH SPECS INDICATED IN THIS SNARING PLUS ANY BUREAU AND ZONING WGUTATIONS PROVIDED BY ME JURISOICTION WHERE PENS IS APPLIED TO. 13. (0) THIS P.ED PREPARED BY THIS ENGINEER IS DERIVING AND COEDS NOT PROVIDE MFORMMON FOR A SIZE SPE09C PROJECT i.e. WHERE ME SHE SERMONS DEVIATE FROM ME P.ED. (6) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCWDWG LIEF SAYU, OF THIS PNOOUQ% DµW ON MIS P.ea. PROADED HE/NC GOES NOT 0n9A1[ FWM ME CON YTONS DETAILED ON MS DOCUUMI, CONSTRUCTION SAFETY AT ME IS WE WNTPAGMI RESWNS MUrr. (c) ES P.E.D. M BE CONSIDERED ONALIU IF ALTERED BY ANY MEANS. (6 SITE SPECIFIC PROJECTS SHALL FLORIDARCHITECTBE PREPARED BY A ORREGISTERED ENGINEER OR ARCHITECT WMCH IN L BECOME ME ENGINEER OF RECORD (FOR. FOR THE PROJECT AND MIT COOL BE KNEW. ONSTU E FOR ME PROPER USE OF ME RED. ENGINEER OF RECORD ACTING AS A DELEGATED ENGINEER M ME P. L ORGRUEN SNuL SUBMIT To TI -2 LATIN ME SITE SPECIFIC OUeNGS ER (e) ORIGRUL PLD. SHALL BEAR ME DATE .COD ORILtNAL SEAL AND SIGNATURE OF ME SCANNED BY St. Lucie County E VENM OF RECORD THAT PREPARE N, 1247 LATEW, M. IL ECOEE6c. A TILLR TESTING A ENGINEERING COMPANY YA M, ]11WP@U.W CWppNS, rtat0, T1 I3w1671-153]3a . re.: Y3m1mI_16T, P.E. GENERAL NOTES SHEET 1 SYSTEM COUPONENS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET a "CAL SHUTTER ASSEMBLY 381 SHEET 4 TYPICAL WINDOW BODE a WNDOW DETAIL AREA 9• )(v BLADE (D AND HV WIhDOF! R ADF a (WHERE APp I .Am FA TYPICAL SNIDER ELEVATION a NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, WNCREIE/BLOCK SHEET e INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 CENIfltWTE DETAILS HV SHEET a CONM RUA1E ALTENNATWG DETAILS NV SHEET 9 ENO CONNECTION DETAILS 1-6, CONCRETE/MOCK SHEET 10 MAXIMUM SPAN TABLES. SHEET 11 ANCHOR SCHEDULE- CONCRETE A BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE A BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE A BLOCK SHEET 14 ANCHOR SCHEDULE- WCOD SHEET 15 INSTALLATION DETAILS M-R, WOOD SHEET IS INSTALLATION OErA S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 a X. WINO SHEET 1B AREA 3- HV WINDOW 13LADE Anl ONLY MI SHUMER ELEVATION SHEET 19 AREA 41 HV WINDOW B AO (11) ONI Y MSG TION DETAILS, METAL SAID WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF To A.S.SI.ATe American Shutter Systems Association, Inc. 4268 Weslroods Drive West Palm Beach, FL 33407 BADE ®1 W/ OR W/o H.V. COWING No 17-107 UNDER US PATENT # 5458179 OF USE OF BLADE -WON SHEET 19 W/ NV ALLOY 1.9 2' q ]• OD]• a94p• 6" 870 1.686• GagCIIN0 HADa 0 FlED FOR USE W/ HV BLADE 1 ONLY, SEE SECTIONS FOR VALID 6063-T6 ALLOY AND TEMPER NN %NN YNNI • 1' A62• M 04 P A. EOHV NIV R A FLOATER QUALIFIED FOR USE W/ HV BLADE 1O 6005-T5 ALLOY AND TEMPER BLADE HV HEAD/ER/SILL QUALIFIED00-TS ALLOY AND TEMMOE (I ONL ALUMINUM ANGLES QUALIFIED FOgg USE W/'HV BtAOE I ONLY. EGGS-T6 AL.0 AND TEMPER OHV DIRECT OU�ED FOR U�� W HV BLADE 6063-T6 ALLOY AANBDD TEMPER_ BU HV WALK —OVER TRACK QUAUHED FOR Uff W/ HV B ADE 1 BOGS-iB AlLOY A D TEMPER WMPONENT A a TI T2 Q 2 rpm 1/6' 1/8' ® Y 5' Mm 0.162` 0.192' 19 2.5• Y Ism 0.190' O.'Do, ® z' S' MAC. 0.139 0.31- @5 HV 9O'j180• STARTER QUALIFIED [OR USE W/ HV BLAAEVJ 6063-76 ALLOY AND TEMPER 10707 a e02 L 12 8 .azo �9 HV TRENCH TRACK QUALIFIEDLA FOR USE HV BLADE QI ONLY., TEMPER 1� HVRAINGUARD QUALIFIED FOR U�$E W/ HV 6063-T6 OA110 EA(l/i)U TEMPER ? �.r 111• $V"-tCE-NS"Fq` / i fig / P� ? ,4 iA6 TEa Off• f' '•• ,�.�64. I,AI =sls/ .......... t��r:� Id D c m✓�n'/'hhnklL.vlAie /nnYr .2017 XPUND, M L ■�■�■w■HK American ShuNer S Sfems y ASSOCIatIon, Inc.G 426E Westraotls Drive West Palm Basch. FL 33407 02017 EASTERN METASUPPLY, wC. ER A V,M Accordion Shutter System BADE #1 W/ OR WrD KY. WTDOW MADE TILUT TESTING & ENGINEERING COMPANY xi Nx. xiu. s sM. my MR9NM c A6D s. nv w u:e Pnew : {ws)mr-Ism . rw : pw)en-ms1 -'""rp ea'a L01" wrurx A.nun en Pr. ILaaM ue. / AA101 NN OLSLnmON 0Att OPnxn sr: Ln D ts-086 27 I V. 0] 27 17 2 a DRAWING No 1 7-1 07 I— A s IHV GENTERMATt; R USE W/ NV BLADE(11& LY 6063-T6 ALLOY AND TEMPS DU %IE PLAN R {Rain nF/RMN Oj LOCKER FOR "T" LOCK CENTERMATc QUALIFIED FOR USE W/ HV BLADE iDONLY 6063-TS ALLOY AND TEMPER 191 3 ass' 21A' - gg i� . ) OUA 6IEU FOR USE BLADE i & � ROD fi063-TAND TEMPER ALLOY AND TEMPER ® LOCKING ROOLj OUAUFIED FOR USE IV/ HV BLADEQt 6063-T6 ALLOY AND TEMPER y 1 fi' 1 M a n' QUALIFIEDIE OT6 USE0y/AND TEMPER i ONLY 1 6063-TS N 09'P © HV 3/8"0-16 AI ��F�J, v OOALIFlEATE 0 FOR USE W/ HV BLADE 1 ONLY 6063-76 ALLOY AND TEMPER J.I61 6 � w R 'G Hb NT RM/A/T 'c @I Q ALI 6063FT6 ALLOYWAND(TENPERE 1 & 1(y! st/2- 1/'" (SS -A HV 1 /4" a-9n AISI and ..QUALIFIED FOR USE VT/ HV BLADEQ 03010-MTECO, N 1= L 71(� TIWT TESTING & ENGINEERING COMPANY j Ir.. was xr. xu. s{. M..]M. NAN¢A c•No-srsrMAa sa PA"" I 005)871 1IMD . FaF : aa51871-Isa1 M f 5'18(ow)HV EGRESS LOCK QUALIFIED�[OR USE W/ HV BLADE QJ&®ONLY. PX31/�41' ' PLA3D0 D To „ 1B M 16• 2 M0lOE0 TO StltEW EL r- aAFTER RIVETIN FOREW2 S.S. THUMBSCREW 1J4"9-20 RIVNUT* AS[AN3 911A "Umm (NIH-T3 Au" IA9GE nA1EE Tlal VW INI6{A . P!AT / CUP. AS WNUFN.NRED R AV06 OIO WI TDOCAN. PM9PPDfR NM J C,11 ON EOIW. ® HV "T" LOCK HV ALTERNATIV OCK QUAUFIEO FOR USE OUAUFlED FO& USE {V/ HV W/HV BLADEQ ONLY. GLADE (1,)ONLY. 5� 3{5' O IFIUMRIURN REMR OR , CN END Dws' Ma, MuumMNN CYLniOER OR xEv t_ LYLUIDER I A6' Yaw. HD BY REGENT HAMNAM MORTISOC�1(SERIES 23M NOOK BOLT W. OUAUFtED FOR USE W/ HV BLADED& 0 A.S.S.A. American ShuHer Systems Association, Inc. 426E Westroods Drive West Palm Beach, FL 33407 LRta Accordion Shutter System MADE Bt W/ OR W/0 HV. W WW MADE CAWING NO 17-107 SHUTTER ASSEMBLY SCHEDULE FOR HV M HV HV BLADE 1 HV BLADE IA ® HV LONG RECESSED NYLON BUSHING NV SHORT RECESSED NYLON BUSHING �® \`Y HV NYLON HAT WASHER ® HV WHEEL CARRIAGE A1SI 302-303 SERIES 0.870'a3/16" THICK NYLON WHEEL. 0.1880 AISI 302 SERIES S.S. RIVETS © HV 1 3/4" ACCORDION PIN W/ #8 HEAD ® KV 2 3/4' ACCORDION PIN W/ 08 HEAD ® POLYCARSONATE IMPACT RESISTANT HV WINDOW (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV lO OR HV 1A BLADE. EXTERIOR OOR (9 q - ® or M1 (2) HV PIN @ MAY BE USED IN LIEU OF E) AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV tD Pp]26' BLADE WHEN CORRESPONDING TO INSTALLATION '11", SHEET 7. .0{6yu 0 rm. (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. SHEET 1 0OR ® j ftill T OR r EXTERIOR , NV PIN OP Af TOR E BLADE'S KNVC (SEE Ron FOR PON REQUIREMENTS) it I i PP. MBLY LAYOUT VINDOW BLADE DETAILS M017 1a1E00, =. TILUT TESTING & ENGINEERING COMPANY Ma St.. 51,. ]CS. NFgM µ9pN, FWpW ll Prone 1(]0slan-1s]0 . rw : (Jaslan-15]I n-mmL aeecnoneecam [e-WSB718 ROR WFIOR A T6UJr.OA UA / NI6767 12' am. CE TO UWE T 5' E IA .1879 1 i W Nt a1ME-.0825' e_v Afi23 .082Y own Ito .OB25 1075' Y (lYP) OA62j' MT PORaON At 7 st R �/ ] 50' JN�T.5. t A%2 750' X 2 )/B' MW CM'JR 5EPMATION^] BUWEN.0625' } 0625' ].7500' BVOE'OPENINGSrats, S�500' WO,=aoTYPICAL HV WINDOW B ADPOLYCARBONATE HVWINDOW 7Ic PO�ARB L IMPACT R YCA EP NV 441hD01 II BASER MAKROLON UV -STABILIZED GRADE RBONAIC 12' MIN.RUA u C[ RESINS, E PLASTIC LE GRADE OR SABIC to elAOE eo u INNOVATIVE *F" ON SHEET 103 ), RESIN (SEE NOTE `F' ON SHEET 19). POLYCARBONATE SOURCES FOR ttPcic vPmpRca .evuua:e ax]]pWp Rramei � su�/m srtvx wwRr NfaWLaH aru owe nan m/ • o wry' m,m:t voo mom« ,lsln Pose anon Pcc eam w. iLOI/Vl 6TRgM xl Mp ASIY Qlpn I].!D] wA 1]AW soul,YtlYp yy aRuc e5N wp ]bLm Ml SV,W] pLL ,walm a06 ms am mm le n-e/� 1> rt-n/ suorc w.enr 13M'Reu 1 a ae ea we wa v auNwa .sa nms o-1 uns e-1 a]ss ]or KNnGn ]su 0]an iwe Y a2a�lz: ♦m waf xSt9tM MW VGIIIWN4 ASNW aWa P+� ee10 e.At man=E mRIass mare aElraana Arn eu ew1 P.E CHO P+]. A.S.S.A. American Shutter Systems AssoclaFlon, Inc. 4268 Wastroads Drive West Palm Beech, FIL 33407 Accordion H.V. RARE 01 W/ 0R' AWING No 17-10 III FFF^^III 0 ( Q I�MINESI,aMEMO �Y�S��Y'■�'Ja�SJ�i��,� m• F 10 •�Q\�jp�. Qad.t�s a TYPICAL M HV BLADE SHUTTER ELEVATION N.T.S. HV LOCK or OF NY SPAN ANY ,.uvlcn SINiTEq IELEVATI0N.20 A 1/2 LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS WOIG _pMON /t. FOR SECURM PUpPOSES, UP TO TWO NV L20CK5 OR fF§ IM.Y IBE us iS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENIERMAIX@ OR SHALL BE A5 IND ""CVV• TAG ION BE AS IHDIG ON TYPICAL BHUnER ELLVATION. /9 Is IV'FM w/1W0 u.y. r\^,r!\. 1 SJ LOCKING RODS ARE NOT REQUIRED AT-LIURRICANE POSITION, BUT MAY «�$ BE USED W DESIRED TO ENHANCE SHUTTER WRFO MANCE. LOCKING RODS Qi OR AN ALTERNATIVE OEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSTRONI. •.UNL rW LUCK R9 V S BE USED AT CORNER ANY SPAN AND INSTALLATIONS AT IDE OR INSIDE LOCK, _p ATTACHED TO 03 CORNER CENIERMATE W/(2) 1/ 0-20.K 1/2' LONG MT MEND S.S. M.S. TWO LOCKING RODS AT TOP h BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICA. SHUTTER ELEVATION. MAGI SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. K 5. pE 9 •ONE ALTIItNATE HV LOCK MAY BE US IN UE11 OF NV LOCK or FOR ANY SPAN AND } II IN51 0-20 AT ANY ELEVATION. AL RNAIE LOCK MAY BE USED AS AN NSID OR OUTSIDE LOCK. ATTACHMENT PPP OF 1/4'P-20rJ/4' S.S. THUMBSCREW TO ® OR '-CENTOWATES SHALL BE MADE W/ 1/4'1 ALUM. RNNUT AS SHOWN ON SECTION NYE. SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TNO LOCKS AT 1/3 OF SHUTTER SPAN. B. MANBIGIONY CONDITION 13 MR KEYSTONE M NV ) INSTAI I ATIONS,ONE NV LOCK 0 or ® Or 0 SHALL BE USED AT 1/2'OF SHUTTER SPAN FOR ANY SPAN OR 12• ASOVE OR BELOW 1 2 OF SHUTTER SPAN FOR SPANS UP TO e5', AND FOR INSTALLATIONS AT ANY ELEVATION. hV LOCK m or ® or (q MAY BE USED AS M INSIOE OR OUTSIDE LOCK, ATTACHED TO 6 or @ SYMMETRICAL CENTERNATES W/ (2) 1/4•-20 K 1/2• LONG FIAT II S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ OR ® TOP AND BOTTOM IS COMPLETELY MANDATORY. OF CORNER 'NOTES ON HV "T" LOCKS AND ENTLRLAATEC. CENTERMATE 14.ASECONO ALlEAN1TE TO MANGMlIY Cewd110N / VA 0 ON V nIR 'I' I CH ® M DA A LONG G.S. M 12 Y 1•AT : ONE ALTERNATE NO LOCK "WE USED IN um OF NV LOIXG OR FOR ANY SPIN AND INSTAUATIONS-AT ANY ELEVATION. ALTERNATE ND LOCK ®NAY BE USED AS AN RD INSIDE OR OUTSC) Loac RCENDa NSERf AS SHOWN ON SECTIONS CTIONSOF DHOB-K D TO OC-NVC, SHEET 10, LUCK NAY BE NS ALLEO AT MIMPAN OR 12• AWfMUM BELOW OR MOVE WDSPAN. USE OF LOCKING PODS g IB COMPLETELY OPTIONAL II1•�r..•••""'•o,.. y . >rtCENs�:'t,L9 1 ' 90 TI` A C7017 mmo. WC. ' C TILLH TESTING & ENGINEERING COMPANY , "" M R.9 ". xI... FUI AN m. , (sosm71-tmo . r., , (sos)871-1ss1 wuttq-O04:61UUT19. r,c Rp111W Uc / NIE1 ■ ■ A S■ S■ A American Shutter Systems ABsoalallonr Inc. 426E WestroaI Drive West Palm Beach, FL 33407 02017 EASTERN METAL SUPPLY. INC. BERTHATM Accordion Shutter System KV. HAVE 11 W/ CR. W/0 SNNDON BLADE rY. H ors x D.rcKV. oAAx,elm Lc. 1 OLD 15-0e5 )/77 1 'MR, 07/27/37 S/aNA� EELS L1l s or cent 1HI!K//><noc /n�Tc x DRAWING �N07 ..,,�,..• ; 5 POURCO FETE ANCHORS PWRW CONCRETE PWRW CONCRETE (SEE SCHEWLE ON OR CONCRETE OLOCR 1/4'R-20A3/,' SS PFAUWEO PEWUUW SHEEP 13) REOUIREO CONCRETE ANCHORS YAGIME SCREWS }I CONCRETE ANCHORS i Q18 EOT 1 .(SEE SCHEWLE ON W/ 1/4'-20 f . 0.'R (ff[ YJIMIN W SIIU:T (SEE SCHEDULE ON SNEER 13) r SNEER 13) HUTS o 12' O.C. j 12 m14 I'f '� } _ ED I[w 1 NE RCPLWS . .'+ Itin. V. 0'•P ,� I USING I/P-a0 NUiS / 1ia.. ;�_ 19 EO EO 1/a U NG O.C. j i 1 E. D I� F.._2W mu, . E,D + _ _ S OR /[' ' I- I0 r,16 I T OR (l�� �I Nw. 6EPMA1P111 TO m NQl Ip I�R I O�mOH1,,,-- En5TIN6 CLA59 SEE SCFEDULE ON. SHEEP 11) Z 51m0; OLAss-7 ©HV WALL HEADER INSTALLATION 80 HV WALL HEADER IN^+TA aT10N + KEYSTON /� + — STNC T OR �• MIN. ScpN awN TO OLA55 �(sEE SCHEDULE ON SNEER 11) L I �(� MN. SEPARANON TO GLASS J E%efIHG� cUA55 111w O/a mAn—' asnlp m 9A�mtr® I (SEESCNCWLE ox SHEEN II} EXISTING I Lq.KKS� i (l aPNaxAL I - 1/4' M.N. ! E.M. II i V"" C i/•- um. OPTIONAL F ) —O3 gR 15 CO v /2 gR V.y / 7 + 12wLE CONCRETE MEMOIRS i/ /' £. EO T�oR18 Ea i' PHRLIvs muss HELD MACHINE SCREWS USING 1/4-20 HUM O 12' _ j'. f L� /� .f NM. CONCflERE ANCHORS 1/4'F-ZOr1/,' a.5. PHULL13 TRUSS HEAD MACHINE SCREWS PDYHFO CONCRETE (SEE ScH&U ON SHECT 13) I j' Y.A. O.C. (SEE SCHEDULE ON POURED C012CflERf SHEET 1J W/ 1/4'-20 NUTS O 12' O.C. ) CONCRETE MOCK_ 1 cR CONC ILEIE DLOpt W REGUIRW O HV WALL SILL INSTALLATION (SEE SCHEDULE OON MOUACO RW CONCRETE SHEET 14) OR CONAVE BLOCI! OF HV WA SILLINSTALLATION ATN whir' BEouaED EO HV WALL SILL INSTALLATION FUR <FOeOYe. NOiF [OIIBiNAN^N OF I- SEE SNEEf, Fmi,WIff15HURW ' u o.. ONCE DmANCE INSTALLATION DETAILS W/ 2- OUIRWG SE"OxS CAN BE COMBINED (SEE SPWIMANONS ON SMEEI I3) W RLNE I�ONU+SHEET S OF 1F FOR HV BLADE IN ANY WAY TO SUIT ANY wgd woN. ] /// A" 1 P FLORIDA BUILDING COMMON High Velocity Hurricane Zone `�',:'"t\CENs : �.,"^�1 =F 02m] TILTECO, W.. 02017 EASTERN METAL SUPPLY. INC. AAAAA Y d ` , t' r 1cp A■S■S■A■ BERT13 Accordion Accordion Shutter System _ American Kv. G(cnE gt w/ IA w/o Kv. Wlrmry TALE - C IE• '•., Q ' <(/, lAA TIILIT TESTING § ENGINEERING COMPANY vss Nw. Sauv sL, sl.. Shu@er S Y etema AseOCiOLian/ Inc. . N r GaanPTwx OLD 13-085 PArz GRwn aW L.e gyp.: 4��A--'-• �i-14= ..� 1Y/ /Id QNAL$N Sg2. WsevaA eAAoolA eLORq 221g Pnan• (p0.]oil-IS30. Fw : (e05)e]1-153I -maAel.c000a.cmN 4288 Westroods D(Ive West Palm Beach, FL JJ407 2 s ]/1T 1 DAZE: D]/2] 17 DRAWING No W-0:05,1e %&TER A Tuff on nX , , 7_' 07 P.E!IryI11/I//rrr•Ir SEAL/SIGNATURE/DATE noR;sA ue. / 1116] a SHEET OF 20 CON Ale ANCHORS ' Ne SDAI i MNOCRROERE (SEE SCHDULE ON $firer 13) 1 m a,Ka = I OR ®� Vd. snueilol, SECURED m EXISTING Cost V " YrcR� '1' 1-tsa�RicxR�u y 1 9mcicR 9 '' J , /` / X"F✓' i LOUTDN I I I T DR' OR B10a3/R BEE WISHER HUG: i I I i GLASS a/5 TEN CONCRETE ANC RS; O.C. 1 SPo CONCRETE ANCHORS; R OAB OF (SEE SCHEDULE ON SHEET T]) I` r ''/'.',,J,� �/ - . / '/ ! APPLICABLE EMSIINO I I i X /, yI,/ /. !r,m e Dr / LUSS� UR Or % y ✓ ( Ir: / / ' +' SLAB IF w.'"Re"AAI Si�reLE / / XD I .� ,,r EDGE OF s y 'f �`: r' m ws a /, / r".•: 1. FAR bAe 'Y, N J y / / / {r r• y ♦ APPLICABLE qm 0. POUPEp MT HEN CONCRETE ANCHORS ar R¢1 IY /OI I 0 ®� f I= ,' / f'y P am REOWRRm ETC (SEE SCHEDULE ON 9HFP 11) I RImNA QN ' REWIRED . 0. E 0.• RAT HEAD CONCRETE ANCHORS (SEE SCHUXLF ON SHEET 14) It TRENCH INSTeI I eTIGN (� HV WALK —OVER INSTALLATION 0 ONLY FOR UP TO 470, -75 PSF &S.o. HV FLOOR INSTALLATION I DESIGN PRESSURE RATING & FOR SPANS PER © HV CEILING INSTALLATION SCHEDULE /3, SHEET I ud"'o Rra Ew IDI N IO. vrYLEKN CONCRETE ACHORIS G I BLUE ON M PNIe , r EXISTING EXISTING �smawvNl lVl SHEE�T IS) 1/"roSTING OAS GLASSm_�GtA55-. O•TIl1nNMFwFI 43IS PP. /AM D causes, o e./I V,4Qi H) I Ou/A aR•. oa FOR UP la V• ss/N HD P f oc FOR srua UPOD, nuv O av «t A ei0im°•-0nvs � IAPPLiwY •✓ DIP.) (2C rot[ T CN 1/2• s N © , WASH HEM r ° /r , 4CET , M IMLttN 3 D MA. I11Y3/4• HEX HUD WN TV MEZ' can. Saul 1'' 1 3 9• ' D t2. OC. r/ / TEK SCPEWS O 9, O.C. , , , I 13/8 6 I I OR 1/IR 2O SS. M.S, CONCRETE ANCHORS kk G ,O� 91av3/f• SAS. J i I W/ NUT D 8. O.C. I (SEE SCHEDULE ON g 7 3� O e' O. C. / N i " / EswC I%ti40 NUR I SHEET 14) 1/2 f- MRr. -- ( 1%ORIB PIT Oc. 1 I ,,, r' / y . due er 1/Y t' y /. 17 18 1J00 S.Duw.'wp�sTR� Iw.L 17/e 17/8, ) / / IF D893OA. FIN. SD.S MIN. . _roDREO CaIaTEIC / I / �O MPI1GBlE CONCRETE ANCHORS SEE NOTE 13(D) { REa w / d y POUK0 CONCREf (SEE SCHEDULE an ON SHEET 1 EE NOTE 13(0) OR CONCRETE 9CK SHEET 141 POURED LONCK E ON SHEET 1 ' CONCRETE --1 Kouam� FLOOR oR °°NcrLErE °L°ds ©KEY¢rONE YOUNTINO INSTALLATION larw. POURED PECWRm REQUIRE° O d HV_ WALL WALK —OVER INSTALLATION IFomrvu.' CvXN PR[DLIRE: .SF; 7zDN Wxww Slmnfn EPUI e•-Y U O t LrrNAEE"'Aa� " E. D. mOE 05TMCE RRIR07SOVABLAELA" NN P�ORUED 1- Sm SHEET 4 FOR MAUL SHUTTER (SEE SPECIFIGTONS ON SHEET 13) OR ENTRANTO CE [AN OPERABLE ERn ME @A ID SHEETM MR ASSE1981Y INSTALLATION DETAILS WJ C) HV BLADE S- uWNTNO SECTIOn9 CM BE COMBWED IN ANY WAY TO Sun ANY INSTALLABON. TI,IL ER AN j '-.moo FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone' LS •'• �C EN W017 TKTFCO, INC. 02017 EASTERN METAL SUPPLY, INC. c * 0' 3. s A IL E C O TNc. A.S.S.A■ Accordion Shutter System �•T. i American Shutter systems FLK B' Am y1 W/ OR W/0 RV. VNIif0.4 BIAOE I. TILLIT TESTING. & ENGINEERING COMPANY . N DESCRIPTION wa duxN eW Lc Off j• ;' (Y,f/�LTITI e355 nw. Wu. bv. AIR yz NNp1Y 6ADDi5. FLDRDI ule ASa°etaRGnF Inc. 1 OLD Ts-0e5 T 27/1 ONTE: 07 27 17 -�`•-(Y AN...: 005)871-15b. Fos:(MMI-liil 4268 WOBtroudS OriYe i /pkAL �N6� ,,r N6e19 <Rm West Palm Beech, FL 33407 5 DRAWING No -' •••IINu""• wXLnR A TLU! 0. P.E. " 17-107 FLORIDA Uc 1 44157 1"4WW M MGM I ©•Q'©a©'O� •N$"'I B MIN. 5� NON «®•® ® u TO G. IsrE�u mutE 1 N omcl OUT N SHEETS 10 & 18 .�. sQ NIm av Eoc6ma eels fa .Iry toms 0 INSTALLATIONS WZ 1 HV ** Na aLw"A:-LOGY®IN sNEER s. IN / BK15n"° N BLADE W HV OENTERMATES ° m` =�mae;aA6Ep ` EYLSTING GLASS 1)ETAIIS D WA -ONN TION ®,®«©,�«©•(®(te�a-------------------L----------------------- - In- «®•® T Y Y,o.a/r &MN o rz, CE T S �t CE E TE MI .. vARATON /! 64 MLL LENOM, LO-._- OUT HVA « ® HVB «®« «p ,®, ® HVC r-EASIING CUSS PONR IhWIE OR 10 • ®«©..�« « ED BLOCK WALL `GSTS C N E ATES iN �/o�/ MIN, sEVAndnoN * a DYLI BY * OPnONAL ®�®a�+�«-•®a (GEE05CNESS 5 INTERIOR) ®r®a®+®«�.® eN ENEEr 11) t « - CONCRETE ANCHORS O « * le• O.C. s 3 VARIES 1 * x 6 1/2• M. SUCK 5 ("TERM) HVE HVF** Illrlporrininy'.,. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone' "VC ENSF ;1w�s z OW17 YLTECO, M, 02017 EASrERN METAL SUPPLY. IN, ASSA Bo A V,M I— c p � Accordion Shutter System ,,.Accordion SAYE 01 W/ (R W/0 H.V. VAFDpIY RACE American SfiuNer systems QtIWF�/Q. , TILLO TESTING & ENGINEERING COMPANY Y mao Iatt Iw1n ec EC ? .o'•.. 41 0 ves N... ,GN. LL, Gu.. •A6. vma« G«mIs nmw JII Acsoclailen. Inc. 1 OLD 1a-oas /nA wm oUzr/17 Pnoa : (B65,)en-1616 . ros (MM871-1561 4268 Weslroads Drive f 5/pHA u o West Palm Beach, FL 33407 a P.DRAYANC No • EALrarlpll• HNS[R A i9LT E 1 r I 1 O P.E. nS�SICNATURE/DATE nosmA U.I 4 .I1161 + SHEET 6 e OF 20 El * sa[ xaa a row Iry [aw® . �• [oer, ax sIRFr s. f YbC9 B•N NUMLN„ W-L) KIDYJ YAEE [WFL IMN 9M IMB[RI. PMi / rBYq /3 YMBIr.1CNgFe 6v AIeR CMEAM roLolx P.wsuman, xn Aa¢[r ormo as [wu. � 6u0[mNa.ORA¢ N?. INaUiFO 4Y Sxa1 4 �Oa©•o b� ® M 9 tlBLLRMNOBM%®B[u e9Me. (�. A l7�a e A o, xorwRo Bx nn[ BM[[ wr B[ PSm wml nre Krtnw ll •LLi.a.R n.a. IN \ __ • O , U• L WE ®' 49 62 • ; r etal) anECa. WC IL EC-O TN,. TIWT TESTING& ENGINEERING COMPANY wf mhPh.-aou:.s,Bu.am,A 10p4wRwMv - aos)en-moo . rem.: (3os)ea-usl .-mv: en.9aeaw�om WXMI FB-fAa J nexlpA U. / 44161 Pots IruT] ,. 1 IMMU:,. .1 1 A______ MU R LOCK (INTERIOR A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL -- • oR was ox lam Damp • a® �00,9 on wwn B 11111 NflWW n9.hA.B1A9[�QAL nW-IIA 4 MIID rW Yt RN,RWJ[S 4MlIttYe MI GY(Q t W'..6u, SUWLY. WG Accordion Shutter System HV. RODE g1 W/ CR W/o 1LV. WNDOW g/AE n. x orme nox PAn o Le OLD I5-085 7%77/1 DAM 07/27/17 DRAWNG No 107a 7-1 CONCRETE A Y O if )LATE AT N R)MOEL (1/2- I POURED CONCRM OR CONCRETE BLOCK WALL ,i REQUIRED )R�_ t^EkISTIH0VS6 "�1r C 1 2' MIN. r — i i A #10a1 J2' S.M.S. I •---� -'' O ifi' O.L I 7 Gj OR (9 SEE CETNL K FOR ^ fi• 7 w e 1 SIDE CONNECTION •Q�^ TO TRACKS z—EE�nNO GLASS elI LAN, 5 1 OR Q�a - POURED CONCRETE OR CONCRETE BLOCK WALL REDNflEO END CONNECTION DETAI 50 OR /10a0 I SU.y CONCRETE AN12' O 12' Y /EQ I EO 2' AML ' — POURED CONCRETE POURED CONCRETE OR CONCRFR _� OR CONCRETE .BLOCK WALL REQUIRED 1 : V BLOCK WALL REQUIRE �EXISTING GLASS _ E%ISIWG CLASS MO SEF A OCE i S SCL E 014 r rocum'R( IGUMS ON DEFT 19 TOR - SOETA.IE ON 5lfET AND i USE 1' OR 2 _-- ALUMIAPPLICABLE) ALUMINUM (6063-T6 ALLOY (1) BIOA/2' S:PC (2)1/4'0 TA01 SEC DETAIL 9 F SIDE CONNECR N WALL AT V GA. I OR EITHER WE erl `. To HIM: w�wQ•OaOw1 •®w SEE 1 '>• )�a6 .�. •®^�'/a,_©'�^ 510E �D pA L 2 END CONNECTION MAIL30 NCRETE OR CONCRETE BLOCK WALL E. No REQUIREO OR SEE UN ATIa1K Or UFO SE R OWE 8ON SHEET 19 J j 2- MIN, METING GLASS r(� LD i I OR & I((� 6 .Oj •©wU6•Qj •®w END CONNECTION D TA i fli000TEa Rln.r r(W mtuer:en..e .,. e * IC ' .a ; yy�ayy.�//``�,Y * ?0 : '^ Io' , _ ��. •.1Y1 02017 MWI IL E C p FLORIDA BUILDING A�S�S'�A� American. Shutter Systems A990CIafI0n1 1110. 4268 Westroa.. Drive West Patm .each, FL 3740T CODE Non Nigh Velocity Hurricane Zane 02017 FASIERN METAL SUPPLY, INC. RT TM Accordion Shutter System KV. EtAPE I W OR W/O H.V. WNOOW MADE TILLIT TESTING & ENGINEERING COMPANY a2y xw, f[u.. sa, a.. aa; xxcvul cwowy nyp ula Pxwq : (]OOVI-I5]0. rm 1 (50S)671-If]t w maaonw pT WADER A nur a. P,E. MAMA I1c 1 41.67 w. x US; ox oe[ DRAAN 1M Le. 1 OLD 15-085 7/27/1 w1a 07 27/17 `-S�ONAL ENa�,n1T' �'' r/a7r•"+" PIP cveI %CICMATI Tor/naTv 2 DRAWING No 17-107 a a ((L). FOR INSTALLATIONS W — MAXIMUM SHUTTER SPAN' 'L+' CENTERMATES. ® & ® Cr or OR I HIS (ft.) FOR INSTAI)ARONS W/ rt W/ ONE M.V. LOCK ®or ®or or HD LOCK ®tV/ NO LOCKING: RODS or ONE HV LOCK or or CENTERMAT� 28® 29 W/ ONE W/ NO LOCK NG RODS IQi' LOCK 30 W/IV/O LO®NO (SEE NOTES T, f). EE RODS 3511..1 IunAu DGNLR }� load & W9 wsY*uAD%S V ul0uuu A9U. 01911 IP65111C CONCRETE & "We ISd (VSC1 Ili wWc WALL MOUNTING R00P/CAl1HG WILL uaPawe � YpINiWC w1°10 oN:)1 W RoOR/ORA1P MW1rRP0 f ) (• AXIMUM SHUTTER SPAN* "L+' R -L-• (It.) INSTALLATIONS W & W/ ONE MV LOCKS OR W/ NO LOCKING 005 (VAMD FOR MOUIfiNQ© SREEI I) CC;G. A.SP�POOR INSTALLATIONS AMR, ml� ROGR/CONING Y OsG u <• 1 RoM AuouunNa L. (n) T L -W 30 IV-0' I 16•-0• 35 IW-2' I6'-%W 40 14'-2' IS'-2• 45 13'-4- I4-]• 50 55 60 10'-2' 10'-11- 65 V-5• 10'-1' 70. IV-9• 9-4- 5 g'_9• INSTALLATION LEGEND CONCRETE & WOOD WALL A. B. C. D. E. M. N. 0. P. 0. MOUNTING F, K & L R. S. & V. FLOOR/CEILING MOUNTING G. H. I, 11, ] T. U. W & X & M O MAXIMUM SHUTTER SPAN la OR -L- FOR wSTALLATI0N5 INTO WOOD SHALL BE UTAllEO TO 105 P.I. ASD. DESIGN PRESSURE RATING. 'r HV WR11E41 CENTERYAIE /] MY BE USED Ai ALL MOUNTING w5TAUARONS. LOCWNG SPEGFKAF S SHALL BE AS INDICATED ON MµMTORY CONDIGN /2 NOTE /5, SHEET 5, tYEMCEPT THAT UNOMU11 SHUTTER SPµ %+' OR 'L--' AND MA%MUM ALA. DES= PRESSURE MTNO FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOC( SHA1E BE LIMITED AS F UMRR k I- CONNECTIONS TO KMT014E MOUNTING LIMITED TO +64,-72 P.LT• AND 6'-O' SPµ. SEE MOUNTING ©ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 )" (1) L+: MAXIMUM ALLOWABLE SPµ FOR A GIVEN POSITIVE ASA. DESIGN PRESSURE RATING. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE AS.O. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE IWI60UM SPµ FOR WALL MOUNTINGS (TOP/BOTTOM) OR BOOR/CEILING: CM A POSITIVE AS-D. DESIGN PRESSURE RATING, DETERIINE MAXWUM SPAN 'L+- FROM SCHEDULE Ga E A NEGATIVE A.&M. DESIGN PRESSURE RAMG. DETERMINE MAXIMUM SPAN 'L- FROM SCHEDULE. FINAL MAXWUM ALLOWABLE SPµ IS EOW1L TO THE 1 M OETEWIa1ED SPAN BETWEEN 'Li AND 'L--'. (3) PROCEDURE TO DEIERIUUE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FMOR/COUNG MOUNTINGS: FOR A GIVEN POSRNE ASM. DESIGN PRESSURE MING: DETERMINE: LI+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. U+- MM. SPAN FOR FLOOR/CELING MOUNRNG INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING DETERMINE: LI-- MM. SPAN MR WALL MOUNTING INSTAMAROX& L1-= MAX. SPµ ran FlOOR/CENNG MOUNTING INSTALLATIONS. FINAL MXIUUM ALLOWABLE SPAN IS EQUAL TO ME MINIMUM REINER'L,i, 72+;'L,= AND 'u= (4) GO TO ANCHOR SCREOULE WITH FINAL MAWMUY ALLOAM E SPAN AND NEMTNE AS., DESIGN PRESSURE RATING TO DETERMINE 1 UM ANCHOR 185 6'-5' 4'-6' 6'-8' S'_10' 4'_g1 1 H V B LA D E IRS 6'-5• 4'-6• 6'-7' S'-g- 190 6'-4' 4--5' 6'-fi' 11-6' HIS I8.9 190 W-51 6'-5• e'-4' 4'-6• 4'-5' 195 6'-]' 195 6'-3• 200 S'-2' 4'-2' 6'-4' 5'-J• 200 6'-2' 1 V-2' 205 W-1' I V-1• V-3• S-1• 205 6'-1• 1IRA ,�' .� FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone r✓ t ,, �;'VGENSF'•.9 P2017 mT , wC 02017 FASTERR METAL SUPPLY, wC ; i m ' * t . *•I 1LT ET p E- A�S�S`�A� Accordion Shutter System H.V. BLADE R1 W/ OR W/0 KV. WINDOW MAW TILLIT TESTING & ENGINEERING COMPANY N53 N.W. is. sti en 301. American Shutter $j'Bt9m9 Association, Inc. ry, K p[SCyIY110R pI,TL M" BM AIRY G WAWd1 wro¢ noow MI, Plan.: (]05Fq-1510 , TP.: (]m)en-ts], 4268 (Vestroaas Drive 1 2 OlD IS-0e5 F/!7/1 "M 07127117 , \ d� /ONALENn`'' "'°� M'•wo•P'i•'e West Palm Beach, FL 33407 a DNAWINC No or e[ei'/NAAlfri,�mrAmm WALRA 4 TTuY h. PE FUROAI 144167 4 . 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ANCHORS TD SUBSTRATE SHAL BE AS FOLLOWS: (A) TO FASTING FORM CONCRETE (Bin, rC - ] W,) - 1/4'0 TAPCON OR TWCON VAR{ W NCEO 1XIeMFOPY TEa,M,, µ[HORS, K LLWUFACRNRED e( T.N. BWMEM. (Un. rR ] IRq ANCHORS SPACIND I FISVII _ 1/4'0 . 3/4' ALL POINTS TS SOM-SET ANORS, µ OSRIIBUTED V ILL POINTS SCREW, BOLT a SPEeW T, CaUPANY. (W.. r.. 3 !Q TAPCON OR - 1/4.0 ME TM CONCRETE ANCHORS W/ GWNU P AS FA BREO BY FLBR FASIa1F% DIRECT, DIG G,,,, rR - 2 k.0 iAPCON W1M A .I. MREµfORU TECHNOLOGY - Ix. TWPfR4 ANa{ORS AS WWMMURF) BY POWERS fASfENFRS. MG, AND 06DiIBla[) BY AIL PENIS SCREW. BOLT N SPECILLW COMP" M A BMW VPRO ED LICENSED OR AUTHORIZED VENDOR REGISTERED WRH ME AMERMBBER SISNW, MSOCaDON, MG (Wm. rP - 3 MO ALL POINTS SOUR -SET s BWE IW W/ C NORS iWPER4 AI) WNDWY WREDUENT MTO POURED CONCRETE OF TAPCON M TAPCDN WRN /.MINCED TNR[ADEYRU TECHNOLOGY ANCHORS AVD UP M4 ANCHORS IS 1 3/4•. 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DIG - I/!o TWPER4 AICNoRS AS U FACTUNFO BY PoNeNs FASTENERS. INC.. AND DSReouna BY ALL Mons SCREW. BOLT A SPECULIY GeNPAO' OR µY OTHER APPROVED UCENSM M AIIMORMII VENDOR REG6TERE0 W" ME µWCµ SNUTRR SYSIEAS ARSOCIADOD, INC. NOTES: 8.1) MINIM EUBEDUEMT MO CONCRETE W= OF TWCON, OWE TW W/ CAP MCNoNS MD 7MPEg1 µMDq$ S 1 1/4' AW IAPCON WITH AWANCED MREADFORM TEGNNGL0a1' MENUS a I•. 8.2) UweAIN WIDEOUEMT OF 1/4•0 . 3/4• ALL PoWIS SOLID -SET ANCHORS SNWL BE ENTMEEY EUBEDCEO WO THE =,sm, BLOC, W FLBFDNarT WE ST11CBO SHAL BE PVNE ED. 1/4' 0-20 SS W ftNE SCREW USED 5WIL BE 1 1/2' WHO WNIUW WOWO SI o CAS[ AND I' UMONY MR HALLS WITH NO STUCCO, BI BEELONG MD1JG TO IMUM SSHAW REACH ME u� SDI ICTIBBRE BEMNMo SUOVBWALLBfItDSM11[$ ,OyNNNORA0[�ISWILWOE A, IWIIWED W Nam 8.1) k 0.2) ABOVE FOR INSFAWTIONS ON YNv1 SIDING M DIPS MM OR WIMOW NET& Mae CONSULT MIS ENGMEER FOR MSTALGnON MTO FSS WITH METAL SUDS SEE SNLET 20. 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DESIGN WNO LEADS SHALL BE OEIERIMEG AS PER SECTION IWO OF ME ABOVE MENTIONED COOL FOR A BASIC WIND SPEED RMURED BY ME JURISDICTION MUSE SHUTTER MILL BE INSTALLED WISH A pREC110NAUR FACTOR KN-045. USING ASCF 7-10 AND SR41L NOT EXCEED ME MAXIMUM (AST.) DESON PRESSURE RATINGS INDICATED ON SHEETS 11 MRU 15. 19 & 20. W ORDER TO YEOMY ME ABOVE COIARpN, ULTIMATE DESIGN WINO LOADS DETERMINED PER WE 7-10 SLWL BE FIRST REDUCED TO &S.D. DESIGN WIND LOADS BY MVLTIPLYING THEM BY 04 IN ORDLRTO COMPARE THOSE W/ MAX. (A5.0) OES M PRESSURE RATINGS INDIO = ON SHEETS 11 MRU 15. 19 & 21X W ORDER To VERIFY THAT COMPONENTS µ0 µ[HORS ON THIS P-EG, AS TFSND• WERE Nor OVER STRESSED, A 33 Z INCREASE IN ALLOWABLE STRESS FOR MD LOADS WAS hM USED W MEAL! ANALYSIS. HDWLKA, A WHO DURATION FACTOR CO-1.80 WAS USED FOR VERINMRON OF FASTENERS W WOOD. BEMIIA H.V. 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AGWRVION SHUTTB4 SYSTEM BEARS A US PATENT /6'779.SBZ COMPONENTS OF THIS APPROVAL CAE COVERED, W "ME ON IN PINE BY US PATENT 15'458,170 15SUm TO EASTERN METAL SUPPLY, M. 9. R SHALL BE ME RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS OF ME SIMTURE WHFAE SHUTTER IS TD M ATTACHED TD MANSE PROPER µERE W CONTRA,,,, TO SEAI/CAVL1( ALL MORES COMPONENT FOXES WOCH SEVAW, INRU FASN NAG IN CONTINUOUS CONEACT WM THE EURD'NG TO PILLYENT WNO/RNN N,USTON, 10.LENNRMATFFMI UWMS µ0 WST BEM. PERYµEN, LABEL IN A RISIBLE RACE W1M %MONO. NOTE: DURWO PEIMS OF HURRICANE WARNINGS HOME amaL. TENANT, OR UMERS, MUST PRIPESLY CLOSE ALL W AND ND ENOAGE OR LOCK AL HV AND HD LOOMS, It. SHUTTER MANNACRIMERS WELL SMALL SE LOCATED ON A RENAY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDµCE WM SECTION 1709.8.3 OF FLORIDA BUILDING COOL ME LABEL SHALL BE RACED FOR EVERY OPENING. LABELING TO COMPLY WIRE SECTOR 170 -91 OF ME FLORIM SURWNC CODE 12. SURIT6A N.V. ACCORDON sNMMLH SYS1EM'S OVAU M SNAL COMPLY WM SPECS WOICATED IN MIS URAWNG PUTS ANY BUILDING AND ZONING REGULATNNS PROVIDED BY ME JURISOTIBIDN WHERE FORMES IS APPLIED To. 13. (a) MIS P.E.D. PREPARED BY THIS WONDER 5 GENVUC AND DOES NOT FROMM INFORMATION FOR A SITE SPECIFIC PROJECT; I.e. WIFAE THE SIZE CONMRMS OVANTE FROM ME P.EO. (0) LONMACIOR TO BE R[SPONSIBIE Fpl THE SELEEM N. PORCN.ASE AND "M-W"INCLUUINO LIFE SAFETY OF THIS PROOUGT, MSED ON THIS P.M. PROVIDED HE/SHE DOES NOT DLVLATE FROM THE COND1110.N5 OETARFD ON MIB DOCUMOir. CONSTRUCTION SAFETY AT SITE IS ME CONTPAC,oFrS RESPON9MLIFF. (e) THIS P.ED. HALL BE CONSIDERED MAID W ALTERED BY ANY MEANS, (9SNE SPECIFIC PROTECTS SHALL M PREPARED BY A FLORIDA REMSIERED FNCINEER OR ARCLITECT WUCN HALL BECOME THE ENCWEER OF RECORD (EOAI FOR THE PROJECT µD MO HALL BE ONSIBIE FOR ME PROPER USE OF THE PED. ENGMEER OF RECORD, ACTING AS A OETEMIFD ENGMFpt TO ME PMD. MwM 51MLL SUBMIT TO TIDUU59 UTTER ME 511E SPECFIC DRAWINGS FOR RENEW. (0) ORIMNLL PED. SMALL BEM ME DATE AND ORDINAL SEAL AID SIGNATURE OF ME PROFESSIONAL ENGINEER OF RECORD THAT PREPARCD R. II►_11 • • � _ � GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOV7 OWE & WNDOW DENdL AREA 21 HV 1516011 n AND HV WINDOW 13LADE R (WHERE A�CADW TYPICAL SHUT" ELEVATION & NOTES ON LOCKS SHEET 5 PMALLATION DETAILS A-F, CONCRETE/BLOCK SHEET B INSTALLATION DETAILS G-M. CONCRETE/BLOCK SKEET 7 CENTERUATE DETAILS W SHEET B CFNTERMATE ALTERNIRNG DETAILS W SHEET 9 END CONNECTION CURLS 1-8. CDNCRETE/MCCK SHEET 10 WXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHIFT 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M-R. WCOD SHEET 18 INSTALLATION DETAILS S-K, 0000 SKEET 17 END CONNECTION DETAILS 7-I2 & X. WOOD AREA 3, HV WINDOW Rl ADF FiA SHEET 1B ONLY TYPICAL SHUTTER ELEVATION AREA 4: W WINDOW GLAD n ON SHEET 19 Y INSTALLATION DETAILS. METAL STUD WALLS SKEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA P. ` X. ........... -r/"-% UN17 TOTECO. M. 02017 EASTERN METAL SUPPLY. INC SCANNED ' : �cE ER A VTM BY IL E C 01■G. A S S A Accordion Shutter System (J{J' t ,k I ■ ■ ■ ■ Kv. (i-ADE 61 W/ OR W/O H.v. N1MO,Y HALE St. Lucie Count i 111L 6F% TILIT TESTING &ENGINEERING COMPANY ARIefICpn ShMNOF Sya1aTa g„ eraw mOx 0Art OOF D y f•� 4A O]! „... aw s4 P., 36A VACi4 wsp2, 7Wn0A AI A880CIDi1on, Inc. I OLD 15-08s )/27 1 MID 07/27 17 'Pr M-: p0e)a71-I660. FP.: (.w5)6>1-1A1 426E Westroods Drive I :(AS'••.R - �prcp.wn, West Palm Beach, FL 33407 3 DRA4-HANG Naq s/ONAIE .P' WAIPAIIWT1,RE. 4 /�tO/ P C <tn,.lC1PAAAP(IIDt /nArr 11011M M. I wa7 111 US PATENT B 5458179 V WINDOW BLADE• OF USE OF GLAD ON SHEET 19 ©HV-ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV 9 )- q ]• OB)' r .009• w- • mo Laea• R HV GEILINO HEADER 011 FIED FOR USE W/ HV BLADE 1 ONLY, SEE SECTIONS FOR VALID 6061-T6 ALLOY AND TEMPER YN %NN Y YN L I• ,052 SIDE ANGLES 1FIED FOR USE W/ HV 8 a• OHV UNIV RSA OAT R QUALIFIED FOR USE W/'HV BEAOE�1 6005-TS ALLOY AND TEMPER (!9 HV HEADER SILL QUALIFIED UALIFIE 6063RT6 ALLOY AND STI.ADEMPPE (I�pNL 4 -----T ALUMINUM ANGLES QUALIFIED FO$ USE IV/ HV 8U➢E 1 ONLY. 6063-T6 AIIOY 1N0 TEMPER OOULM AIIflED FOR US�E W HV &Eff SLAOE(Il 6063-T6 ALLOY Arr77DD TEMPER_ OHV WALK -OVER TRACK OUAUFIED FOR UE W/ HV B AOE 1 6063-T6 ALLOY A O TEMPER COMPONEM A B T1 T2 Q ]- a- MAUL I/W 1/6• ® 2• V YML a192• 0.192- 19 2S )- YIIL 0.190- 0.190. ® 2- 3- MAX. 0.139- 0.131- QS NV SOVI80' STARTER QUALIFIED £OR USE W/ NV BLADE 1 6063-T6 ALLOY AND TEMPER 4981 8•2 12 .920 Q HV TRENCH TRACK QUALIFIED FOR USE . HV BLADE� ONLY. TEMPER 1� HV RAINGUARD OUAUFIED FOR UE VI/ HV 6063-T6 ABLLu0YEA1 TEMPER- ,, I- PV.-- UAA� 4 �. `�jGENs' as. i r�A� ? ](. t � _TAIM Drr j� ORIDa II-- Isn,.... .1....••_�\avl,,, P f'NV•M°N9NmF,�`ll�`n�,SSu__11IA�C,11•TC 02017 MUM. MC. �C American Shutter Systems A99aCI0ilOn1 Inc. 4268 Westroods Drive West Palm Beach, FL 33407 02017 EASTERN METAL SUPPLY, INC. BERTHA TM Accordion Shutter System stemEILLOHA�JJ�A� HV HALE //I W/ ON W/0 HV. WEDO,Y HALE TIWT TESTING A ENGINEERING COMPANY !]f514K 3!A 5:. SM. JOS aMdN 919aMaILtllry y14 (]O.IM-IAO. Fu : (06978)1-IS31 1M==•=A.�A [6-a]20)I9 N RMA LIC E NIA w. x 9ESEaPrxw 9Att dMrm ar. Le 1 0(D 19-OBS ) 2) 1 d2 07/271) ] 3 DRAIVING No 17-10/ curet ; �0 9del, PUN 4 NOW nFYAM1N @ HV MALE n n LOCKER FOR "T" LOCK CENTPRIHM QUALIFIED FOR USE W/ HV t BLADE ONLY UAUFIED FOR USE W/ HV RUDE IOONLY 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 31 HD CENTERAIATE 1j HQ —WV ROD OUALI FOR USE W/ HV BEl B06363-T6 ALLOY AND TEMPER ® LOCKING RODS QUALIFIED FOR USE W/ TN BLADEQI 6063-T6 ALLOY AND TEMPO �INSTALIATION WILL REQUIRE A 7/161 6063-T6 e. J]9"o l�j6 HV 3/8'0-16 A( ].181 6 u. Z HD CENTER ' g'[ QUALIFIED FOR USE W! FN BLADE 1 G & ((� 06l-T6 ALLOY p TCNPER tt/a' -cyl/A•. in HV 1 /4' e1-9n AISI 3nA QUALIFIED FOR USE W/ RV BLADE IQ O SIJ' r" G FRsAD7f! ssneaa lawma wrtoi ,HV R O K OUAUFIED��OR USE W/ RV BLADE (1J& ® ONLY, ][R RNERNc BEFORE RATTING 114"0-20 RIVN T� (303,-n N " IANcE NUUCE 1MN 8]0, 4 NNN(ACMRw BY AV We �MEY .nu OR Law_ FO$ USE W/ HV )E 1 ONLY. `,NWDNRN cvuNem M IR V =1 DER D-0]Y Ya ID a ,xuYlilYRN cI NDD OR REY t.9] Yin LTiWOER ® HD LOCK BY ROM W.ROYfARE MORTISE LDOtS SEMES 23n NOOK BOLT LOCK. QUALIFIED FOR USE W/ HV SLADEQI & OA LItL(,•`•�'i . /f �= ex811 nL1E00, 4W — 02017 EASTERN uEUJ. SUPPLY. WC. EN BrR—T—ffA--RVw— �E C p Accordion Shutter System HV. BLARE �T W/ tlE W/O HV. WINDOW MADE I / I �' I TILUE TESTING & ENGINEERING COMPANY American Shutter SyslemeW o tt wuwN Dt E.a 'O \ STATE OF' ° ; was Rw. ,a". n, s".,oL YEaNY DN6SN,, nam6 ,e, Association, Ina T/a] 1 wm oT/a�'^—Pn-s : (xoSMn-uw , r..: l]Ds7e>1-mm 4268 WeslroadsDrive �''2M-OOC9Ota West Palm Beach, FL 33407 DRAWING NO 1N,,:A A ]LM, ,r. " 17-107 P.E-SEAC/SI3NATllR!%TE DaP>d' Y` E ut6l curt+ SHUTTER ASSEMBLY SCHEDULE FOR HV HV 10 HV BLADE 1 ® HV BLADE IA ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING © W NYLON HAT WASHER © HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870']3/I6' THICK NYLON WHEEL 0.1880 A1S1 302 SERIES S.S. RNEM HV 1 3/4' ACCORDION PIN W/ 88 HEAD Y ® HV 2 3/4- ACCORDION PIN W/ g8 HEAD IL ' ® POLYCARBONATE IMPACT RESISTANT KV WINDOW (1) HV PIN ® SHALL ALWAYS BE USED -AT ALL EXTERIOR. BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV lO OR HV ® BLADE. �p Ts (2) HV PIN ®MAY BE USED IN LIEU OF ®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, SHEET liL EC►OINC. TILUT TESTING & ENGINEERING COMPANY w!! NIL M. S, 5N. lm.. ml✓Oall, flmq ]]I Pllop.: (6ssl!]I-I WO . I.!SusM71-IMI e-mpL ae4]e0etl 1e-ammo W0.1ER A a 41. RE ROWOA Uc. T 14167 RIOR M25- .iaw IaE .062r pou r ] 4625 .061r ATNE PLASTIC LEXM NOTE 'F- ON SHEET POLYCARBONATE SOURCES FOR a 1I1'I.L,Rmonn ulucar nNovw manly R(all �r®c u 95K., mane o]wn v ]nll Dm coo Wn' oaeley.T tar'co o Mt[ D ]ipO.41x A4N mID ].em PLL ].50.x4 ]LLf'MM. 61WgiM I.I npp /31Y p]w I].]m OLL P.t I E&C1 pmum !real: Lall mw lw,om wR 315. ln.om P]t xnaea 0po ^ Rslx mee le n-a/ n rt-aPo oME mrn um mw 4aa a eye . x]a wC w d0. Ip P Dca 41 atSi C-1 aPie Mr. 4M DID11 my eg �' Rry Dle 1uv[ snmpm um am w .w! p..] te.p wx 1DtgC SRIe! IaDS .GpOSa KlY Co w, wt eW w A.SMS.A. American Shutter Systems Associatlon, IDC. 4268 WestroaI Drive West Palm Beach, FL 33407 .2017 5151EW1 UEIAI SUPPLY, INC. BRTAHTM Accordion Shutter Systei RV. BADE 01 W/ OR W/O N.V. WNDOW BLADE V. sj ancWwwx I war ou" B. L.C, I I p10 15-085 7/27 I VAM 07/27 1i DRAWING No 2 I I I I7-t07 k I'I I I�V�Y�i��Lll�■�ll:��il�s��i sL I 0• ` w�Fv©.Ov©w10 •�� 1D •®w©. �w�.©w TYPICAL In HV BLADE SHUTTER ELEVATION N.T.S. ZfA OF CORNER CFNTERMATE 1, MANDATORY CONDITION At- ONE HV LOCK 6 ar 0 SMALL BE USED AT 1/2 OF SHUTTER SPAN x 1/2- LONG FIAT HEAD s.S. M.S. LaCATION OF LOcN SHALL BE AS UP TO 1W0 N,ta CENTFNYATES 0 SHUTTER ELEVATION. 1wva.c onm ¢rc MK.onwwct LUCKING ROCS Qy OR AN BE USED AT STACKING POSITION (NON HURRICANE POSITIONI. WL BEr8SM AT CORNER ANY SPAN M61DE OR INSIDE LOCe, x I/2' LONG MT HEAD S.S. N.S. TWO LOCKNG RODS 0 MIALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. SCHEDULES SHOWN ON SHEET 12. S• YANKIRIRV CONORION /. FOR KEYSTONE M I N••O -' INSTALLATIONS, ONE HV LOCK 0 Or 0 or 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SAW OR 12' ABOVE OR BELOW 1/2 OF SHUTTER SP.W FOR SPANS UP TO Or- AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK (8 -1 0 ar 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 6 or 0 SYMMETRICAL CENTERMAIES W/ (2) 1/4'-20 x 1/2' LONG MT HEAP S.S. M.S. LOCATION OF LOCK SMALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ OR ® TOP AND BOTTOM IS COMPLETELY MANDATORY. *NOTES ON HY "T" LOCKS AND CCNTERMATESi I. lilll:illlllmlllllll�NlillillilloI CONDITION 41 YAM my MR ONE ALTERNATE HV -r LOCK 0 MAY BE INSTALLED IN LIEU OF NIV 100:1 OR i0R ANY SPAN Me SFALLARO��JJ AT ANY ELEVATION. ALT MATE LOCK 8O00 Y BE USED AS AN INSIDE R OU OE LOCH. ATTACHMENT Of NECK D INCLUDES USING REINFORCING LOCNEA' , AS SHOWN ON SECTION M. SHEET 9, MICH MUST BE CONNECTED TO CENTERMATES ® AND 1 W/ T/4`C-2O x 1 1/2' LONG S.B. THREADED BOLT W/ 7/8'P x 8/32' WINGNUT OR W 1/4'O-20x1" SS.M.S. WTO A.1/1'Cx S/B' RNNU1:,.��CK MAY 9E INSTALLED AT MIpSPAN OR 12' MAXIMUM AND BELOW NIDSPAN. USE OF 7W0 LOCKING RODS ei TOP AND SOTOM IS MANDATORY. '• : ONE ALTERNATE NO LOCK Q "TBE USED IN ULU Or MV LUGS OR MR ANY SPIN AND PSTALLATOHS AST F�A]/H'r ELEENOJI". ALTENM E MD LOCK a YAY BE USED RREL•Uµ'ORCE4E RIAtRf j AS SHWMNON SSEECINNIOF s0x08-INB .AND HOC II C, SHEET 3 IS 10 LOCK wr BE •INSTALED INCLUDEST UIOSPAN OR 12- MOUGUR M BELOW OR ABOVE NUCUP.W. USE OF LOOONG RODS 0IS COMPLETELY OPNONAL Lf1`.SP •••'•'••. VCENSF•., ✓� 02017 MUM. VS. 02017 FASIERN METAL SUPPLY. INC. B 7A Accordion Shutter System �� Lp A.S.&A. / j * : ATBFICOn ShUHBF $'/9}Df119 FLY. BLADE M1 W/ OR W/0 HV. WINDOW BLADE V. x arh"A ax DAtt oPAnx-er: La -p 90TAA` TILLIT TESTING A ENGINEERING COMPANY Association, Inc. I OLD IS-aes 7 27 1 ar0 a] 27/17 esss n.. 2sn s+, s., ws. HwaorA NAarNL na+v AIe Ph. 1 (301671-15N1 . rn. 1 (ea6)671-NTI 4268 Westfocds Drive : s% DRAWING No '->•sAY/ ' �i\a pIA ONAL -" re coa`s, a mm West Palm Beach, FL 31407 -, T-Vg 01' .u1rn A r a. P.E, 17-107 x nr mu•1nnY/.u,..�m... RONVA W../HI67 A ........- NCRETE ANCHORS POURED �EE (SSCHEgE 0R SHEEP IJ) REMM ( ' CONCRETE ANCHORS SECURED NNE (SCE N]IP,TAN®] n UC (SEE soNEGSI ON MEET 1]) _ 1• --� .i 12G14 MR, 1/S'o-vm]/P S.S. fir, J C 1/2•. -_ - W NE SCREWS USING /4--M NUTS 1/2• I , ` Gz. f. o. L ' i .zw• uR.. ' .' '�-]' OR 3 5 `GPnOrUE I l movOsCur F II�IIXY9 (Aro I OR ®� Ea ema� ®I Ya. SEPANAna1 TO I t �(sEE scHEcuL[ on sxEEr 1) IM 1 SnxD t OA ©HV WALL H AE)R INSTALLATION QB EY—WALL HEADER IN TA ATION + KEYSTONE G 5 N0 MAJ sARVOT ($ O tt r t OR ® t SEPARAx o 10 G 1 r (SEE —(s[E scrtEWl[ al sxEEE Iq , LmDAs M'r0.aa 0 I ua. SCPNunon TO cols I, (S E SCHEDULE ON SHEET TI) t 1 EiWIwO� GMS I a CNta ry ryn aimmeyg IINLy!G,I7I foPnorTu ill L D.• I/,. f OPDOtuL , 1/4 Ym. .�.___ } i Ym. EO T ' 2m9/4•R-]m]/4• Qu18 ED CO S.S. PHNJPS TRUSS HEAL URCHINS SCREWS USiNO (_ i' ! / 1/4•P-20vJ/4• PXIWPS CONCRETE ANCH0115 4' S.S.S.S.E �1N 1 NCRM ANE]{DRS (SEE SCNEWIE ON SHEET Id) / ; ' / T' 1/P-20 NUTS O 12• O.c. TRUSS HETD SCREWS (SEE 56HEDULE ON W/ I/4'-20 TN15 O I2' O.C. POURED CONCRETE , ' `' I.. PONRED CONCRETE SHEET 1]) CONCRETE MOCK w REQUIRED � HV WALL SILL INSTALLATION (� SCHU E ON CA CONCRETE MUCK REQUIRED REo eavUefrt SNER 14) OR CGNCRCIE OLDLI( QHV WALL SILL INSTALLATION wN RfGUSEG O HV WA SILLINSTALLATION NOTE FOR rouarxAlwx a vennu=� I- M SNECT 4 FOR TYPIE%A 5„GI,G, • INSTALLATION DETAILS W/ ASSEYOLY 2- YaRTUxO SECxa6 CAN DE COYSIMD L G. EOCE OSTNI[E (SEE SPFCUIGIpt1$ On SNEFI IJ) • SCE UU TC S OF USE FOR eME aON SHEET 19 HV BLADE IN JUT' MAY TO SUET ANY IISLLLUMR. ,AAA A FLOWDA BUILDING CODE (Non High Velocity Hurricane Zone JTJE ` ; CENS" ✓,p ^ 92OT7 XTECO, TND. 02017 EASTERN METAL SUPPLY, Me. 4 ILEOI- A S S A Accordion Shutter System • Hv. IMAGE pt w/ OR w/o ILv. WNDUV RA>:E �. '•Q T •'•.• TILUT TESTING 8 ENGINEERING COMPANY American SIIUHeE Sy9teme Assoclation, Inc. n, N wasis RGN I oArt DAWN en L.O. A T1 ,, 0�TT14. m!! x%, xxN ]v, sY. Daq 14 sIs,C, AGOG st t Ol0 15-085 7 ) 1 /2 MM 0) 27 17 / R;11 -,"ZONALV6 I1 PMn• :. (]D!7!)I-IDJO . )m : (]0!)0)I-ISJI ®1R- 8,14I.00 4268 Nestroods Drive West Palm Beach. FL 3J407 2 ] ORAWINC No n.Ig.IPN NµRR A I'M L. P.E. 41 1 17-1 O7 P.E. SEAL/SIGNATURE/DATE D`' I uler ! SHEET D 8 OF 0 mum mNCRF1E ANCHORS CONCRETE (SEE SCI®utE ON SLEET 13) REOLPRED . E • h7 A �I1 bn 13 m1- . FISTING GI e B L rl -----lJ e1 lJ CONCRETE 3 6 (SEE SCHEOOU:UEE ON d SHEET 1.) �AICI I I 1 OR ®� EA1STWa i I _ I 11>omEi�aLm hDa"soaa°�RG aID¢mA® , � ON Due 9 ALI[AlRTE I - i , ' " F1tRiwC i IOGMN 1 IH GW )M 1Na. /10r3/4- HEX WASHER HEAD % : /f!. ©- 7 ]/a M SCREWS 0 12• O.C. CaNCREEE ANCHORS (SEE SCHEDULE ON SKEET 13) R / f i '0� %• ' f / / r / , / ;/ / : EDGE '/// �!:' •. •%/ •(a'+' if�i�� APPUG ': EDGE CF .•/ ifi'. ./11i<; '.1 ME or ,''/ LW' SIAD K&E 1/2` / t • / / /f // "PUCABLE ' ''./ ��' POURED ' / / •' .''/ / % // , , '� i / ! /.' E i • RED ER . 0, POURRCIT ED MT NEVI CONCRETE ANCIWRS ONCREWIND,O .' .' . R MT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) ]MIRED . 0.• 0.• (SEE SCNn(KE ON S EET 14) 11 TRENCH INSTALLATION //�� HV WALK-OV R INSTeI) erinN AUD ONLY FOR UP TO ♦70, -75 PSF AS.D. Lry HV FLOOR INSTALLATION ATION t DESIGN PRESSURE RATING @ FOR SPANS PER SCHEDULE 13• SHEET II CONCRETE MCHORS (ME SCHE Slim 15)DULE ON 1/.V ---T11'r H EDGE Of 17 w 18 T/0' _ 1' , / // 17 I8 4.00•'AVl. yu, bE�I pp1µ /' J /,I;I / / : / :� 1, ✓ t /` t ,! sue o f I�-�v`` • 1.. Eo, snq 7/9- ' / APPLM:ABIE '{ ` / ' \ OI Y• 04I0. S.D.i `• KIN. . MORO) CPIDIRE / '' ✓ A i / / / X. / ' POURED CONC CONCRETE SCHEDULE ON ON MESNOTE 13(P) E `eEE NOW 13(bl P R[WwEa OR CDNCRflE CI( SAFE} 1.) PaDRED CGNOtOE di SHEET 1 —�"•—i" REOWRED OR CONCRETE SHACK KEYSTONE A:OUNTING INSTA ennr m10141 POURED O REQUIRED RCOenuIRRE'EED K © HV WALL WALK-OV R INSTALLATION Aso. u3cN vREsslRc .e.,-FR bH uArnw mumR mu+ e'-b• 0 t • G 0. -EDGE DISTANCE t Ruda VA&E�'W)NIEN P�DRU G 1- SEE SHEET A FOR IYRCAI SNORER (SEE SPCCVYA10H3 ON SMER I]) OR ENI0.WCE M' OPEAABLE EYH SEE W/�.AON SHEEEM MR 19 R SY'W 1fOID 3ECT1aHG U]I BE Co. INSTALLATION DETAILS W/ O HV BLADE w AHY WAY To SIX ANY wMQAUGH. III'I A A, FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zon 1L 1 ;'"�10EN$F :,:✓y oEo17 norEc0. we ®f017 FASFAN e METAL SUPPLY. INC. B VTM * A.S.S.A. �3 I L E C O tHC. Accordion Shutter System '7e•: American Shutter Systems KV' HADE #1 W/ CR W/o Hv. YAwDN enOE Q TILUT TESTING. A ENGINEERING COMPANY % Ev. N DEsuwnbx o.rz rwwu aW La Off''•." � W _L,L` w] Nn. 1. s., w. �S, wwN. NRDoa, nowu ae A9aoetatlon, InO. I am Is-oes ) )/I] are: D7 v/17 @'-P Pr—; (30e)e71-15" . F..: (=1571-101 4288 Wastroads Drive E AL ENG�n'' West Palm Beach, FL 33407 ] DRAWNG No Fa-amn1N 17-107 'r.l uA/L,P•• �A ,I. P.F. A Rc aCAI /annun le[/n.Tr 1 44167 a END WA OUT IN SHEETS 10 & 1' w r 1100 a SAS, 0 1r /r .e, n LENCHr. SEE NOTES ON uxIaua Ron p . Nv Eooa © m STING cuss INSTALLATIONS W/ nl HVSI BLADE W HV CENTERMATES ENTUt"Cxat LL 0N"IS Ipm"" rATrtRwtes •PPuunax Nrm euoEQ «®a OR2�4 SEE END WA ONN & /rIXmiaa cuss DETAI c DN H rrc ]0 & a. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ L _ — _ _ _ _ _ — _ 5 35 * I �N 3 3 'ON sHui it L: a®a©•0m©«10 •®m .0 HIN CHVA ©to•••O®® :�yY ,j a®«OUaT «OI®D O8 m rIXISIING CUH55VTr EWOR1 1mEauR _r]G— �a(25 8.®a0'®' _ _ _--— MINSEv_ maHxLOm_oE Ja6 `a'unss b TE M ES* m®" ©I aC ® (SEESCEDULEW/ aam• ©�©©�«.•®®�©aa•—O©�—•.•®®�+—,E YIN. SWO]a ON ®« * HV LOCK IRENI xaE1WR ©•®a �•®a�.® ON SHEET 11) To 01AO (SEE IN 0W�1E�Rawan) «©•®_ III OUT . v CONCRETE .WCHORS O is-U.C. S 3 � I " ® R 1/2• VAX. SU oUT t"�E"�) HVE HVF** HVD FLORIDA BUILDING. CODE Non Nlgh Velocit Hurricane Zone' �:''JCEN$f✓p 02017 MTEW. M. 020A EAS]ERN YEUL suPKY. M C OC R A V,Y�L Accordion Shutter System■.�S■�■ • E� TILUT TESTING & ENGINEERING COMPANY COMPANY American Shutter Systems HV. MADE @1 W/ ON W/o H.V. VAPDWY BU]DE av, x Pnrnmax o.,n oPnxn a: `- .Q� a(j 1� •: :' 1 W55 AN. Yll, µ, Ye ]aS XFyl4 aING Association, Inc. 1 OLD 15-00 /2711 Ea. w2 07/27/17 • ''•.5�0$Ip Poona : (]OSJ�1-ISAe . 1. 1 tb5je]I-1531 - mw- oo°e°no m" 4268 Weslroods Drive West Palm Beach. FL J7407 a s DRAWING No P,MdA PP.E.•SEAL,7SIGbNATURE/DATE WWER A MMT Jt Pm aoa" M. 1 u1°] 4 s 17-10/•� SHEET ° 8 OF 20 " " oc MALE/ "" LOCKS _ SAKETRS _ /Ci WV BLADE SEE END CONNECTION RETAILS_ ON SHEETS 10 & III OUT IN '?-I'%ao,Mxw,Ns I/ 'BUM�Subt C6ta h4}'..u�RGiy aN L¢fl 4 ^ � O O � O ®w es rrtu As vxrm�va 4anxo mAos®�rI¢ rm-xw . w w q6 . 7 w eejw qa . emrza Ox ixs sx6a, wr e[ u4o wmI nes u4exA I r®PV /l��Pl�/)r1,gw INS1 geffi INSOM1}!M 0 * sr[ xore a row x7 lou® . rl' rere, W, Sxrfi S t sras Bw rwlw+w (t0$I-n.Nav ".v2B nuror rwx M 1neg YAEr r rem. lE WiNrIL1YPF➢'BY A194 C,ERBY ifle6Qrl BNFuean, xaY .FASE7 oiMl QP [wwL ----------------------------------------- R ©0 HV "T" LOCK (OUTSIDE) -® w FoRr 0-20 x 1 1/2" S.S.M.S. 7/8"0 x 3/32" WINGNUT. BYG* ,vr v- •a . 02017 maco, Me. TILUT TESTING & ENGINEERING COMPANY Poon.: n051871-I510 . r.. , 00510,", AAA.& American ShMffer Systems Association. Inc. 4268 Wesiroods Drive West Palm Beach, FL 33407 n1, PsM R e4 xwrs a ucon vuprQ.• ro® uca a Pm u ** NnBwa Nc+r+c BiIBr® ma roo-nn a ww rw Aa rw,murts .rn+emoxl Rnx eurc(D ING Accordion Shutter System RV. RARE #1 W/ OR W/0 H.V. WNOOW 9ADE IFWING No 17-107 awv Lr un L- MAXIMUM SHurrER SPAN* 'L+' (ft.). FOR INSTALLATIONS W/ CENTFRMATES 0 &'0 or or OR -L-- (ft.) FOR W/.ONE M.V. LOCK ® or or or INSTALLATIONS W/ HE LOCK ® W/ NO LOCKING: or ONE HV LOCK or ® 9 0 CENTER MAI,ID 28®® 29 W/ ONE W/ NO LOCKING RODS 0 tflY" LOCK 30 W/I1Y0 LO�K, NG (SEE NOTES t, tt) RODS 35 BOTTOM EE' yX7J0 C& fAIRLR & WSrAIWiDNS Q CONCREIE k WBOD RAIm,�el wxc .. ASP De Ixo3aC ^ vuE IG"rHc WALL YWIIBNG iLDOR/GOING uaulmuc rA'A'P e noo;tj NG MOUNINo SCHEDULE 03 AXIMUM SHORER SPAN* -L+' R -L-- (ft.) INSTALLATIONS & W/ ONE HV LOCKS IW OR W/ NO LOCKING OOS (MD FOR MoumwaQ SHFR T) CONCRETE ASR MCM INSTAUATIONS e.®u ILeaR/r GU(AsVlm f �MJ ION NL N—V210O 11N I -ow JO 16'-0' 4D 43 IJ'-4' 14'-]• 50 55 11'-1' 60 lo'-2' to'-11' 66 W-5' 10 TD 6'-s' 9-+' 7'-1R' S INSTALIATION LEGFNO CONCRETE & W000 MANSORI WALL A. B. C, D. E. M, N, 0, P. 0. MOUNTING F, K & L R. $, & V. FLOOR/CEILING MOUNTING C, H. I, 11, J T U, W & % & H 0 UAIONUM SHUTTER SPµ -L+- OR %- FOR VNSTAUARONS INTO WODD SHALL BE UUREO TO 105 P.I. AS.D. DLSIGN PRESSURE MRNG. t HV CORNER CEMERMATE /3 My BE USED AT ALL MOUNTING NSTAWTIONS LOCKING SPEORGATIONS SHALL BE AS INOIMM ON MANOATOW CONDRION 12 NOTE B6, SHEET S. tt"CFPT THAT I"um SHlR1ER SPAN'L+' OR 'L-' AND MAXIMUM AS.D. DOSING PRESSURE RATING MR NSTALIATOIIS INTO CONCRETE OR CONCRETE BLOCK SMLL BE UUTED AS MILLTNS 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 P.2.F, µ0 B'-O' SPµ, SEE MOUNTING©ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" n HV BLADE 02Gn DLITCO. Ma * EO l]Y^ 1Q TILLIT TESTING & ENGINEERING COMPANY J6:A ¢ st. ace. M upoa„ n. u 1385)871-I630 . Po� : (30I87l-,Mt AuS.S.A. American Shutter Systems ABeoc)atlon, Inc. 4268 Weslr000s Drive West Palm Beach, FL 33407 0) L+: NA%IMUTA ALLOWABLE SPAN FOR A GIVEN POSITIVE &S.D. DESIGN PRESSURE RATING. L-: MA%. ALLOWABLE SPAN FOR A GIVEN NEGATIVE &S.D. DESIGN PRESSURE RATING (2) PROCEDURE TO DETERMINE MAXIMUM SPµ FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CERJNG: GIVEN A POSIINE A&D. BESICH PRESSURE RATING, DETERMINE MAXIMUM SPµ 'L+' FROM SCHEDULE GIVEN A NEGATIVE AS.O. DESIGN PRESSURE MOUND. DETERMINE LUGMUU SPA" 'L-' FROM SCNEOULE FINAL UAXIMUU ALLOWABLE SPAN IS EQUAL TO THE L�'LMV61 OREWnNED SPAN BEMT:EN 'Li AND 'L-' (3) PROCEDURE TO DETERMINE MAXMUM SPAN FOR OCMBIMTIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/COUNG MOUNTNGS: FOR A GIVEN POSITIVE &S.D. DESIGN PRESSURE RATING: LI+- MAX. U+- MAX. $Pµ FOR WALL MOUNTING INUNTInG NS, LA+e MAX. SPµ MR FLOOR/GOING MOUNTING INSTKlATIONS. FOR A GIVEN NEGATIVE AS.D. DESIGN PRESSURE RATING: DETERMINE LI-= MOVI. SPAN MR WALL MOUNTING IN A. ATIDNS. L2-- MAIL SGµ FOR FLOOR/CEILNG MOUNTING INSTAIIATIONS. 'FINK MAXIMUM ALOWABIE 5Pµ IS EQUAL TO WE MINIMUM BEMEM'Ll«�,'L2..'Ll= AND-U-' W FUUL MAXIMUM AS O. ENSIGN 'E MAaLIUM NSHOR fLV. aADE #1 W/ OR W/0 RV. 1 II r-o- HE MM MOUNTING ImmOOOmpmmm000Omm®000O000mm000vOmmm00O0C ImmOOmep mmmO0L7mp mmmpODOO mmm000ppmmmOpppC Imm000ep mmm0000®mmm0000Ommm•70epemmmO.7FEle•7 ImmOOmOpmmmmmU�Umpmmm000Dommmmppopmmmmm�po I0m000mmmmmOuaOm�mmvoommmmmOm00Ommmo��ioo Imm•70IF.ep mmm[aOOpp mmmOODOmmmm[a0ppp mMMUME0eo I0m000mmm0m00mppOmmmm0000mmm000ommmmmOODOC ImmOmepmmmmOOpmm Imm•7mrFcip MEN �mmml �polbonOOmm0000ommmmmomo mm"" mm�mm00000�mmo� 'mmmmeppmmm[E7FElppp 'mm®mmommp�m�mm0m000 mm•7Opepmmppppppmmm""== mmppeee mmm[ameep mmm0®eepm®mpeeppmDD®Upepp Katopmmmnmpppmmmnopppmmmvpeppmmmnimppp mmtappepmmmOOpppmmmODeppmmti7epppe mvompppmmmompppmmmonppp®mepppppemmmm mmmmmmm mmompppmmmnmp•ap mmmntappp�lmtapppppmmmmvppp mmopppemmmoveppmmmonppp Invpppppm�ompppp momoeppmmmo©pepmmmlanpppmmpepeppmmmpeepe m0oppplpmmmpppppmmmppppp�0ppppppimo0ppppp m0pppepmmmpppppmmmpepppmm0eppppmmmpppep mppepppmmmepeppmmmepppplmmepeeeNUMN ppepp m0eppppmmmpppppmmmppppp�7mppppppmQlpppppp mmpppppmmmppppgp@ mmmpppppm0ppppppm mppeep ommmompmmm ooppmCC��ooppo�m�mmmpoomo�®®®mpommMUMIq�pE ommpmm �mmOmmm 1=0�m0OO Meeeepp t�.Mm= OD®Ooppi00000®O�OOoOO 0ppppppmmOpleoopmmpopo0poopopp0pooeppppp mepppppmmppppppmmpppppemoeeppppmmp Elmoop DEC H=In Elmo vOO Opp lim tapi W RVANCEDNOLOGYO—SEr SEE ANCHOR SPECIFICATIONS ON SHEET 13 *SEE EII§TIONS OF USE rOR BLADE ON SHEET le e : • boo • to � • , �. , Lapp • • • aptappepmmpeppepmmppopppmppppempmmp�umoom ppee"MUN H'n000emom W HIM mpppeppmmppppepmmppeppplmpeeep paop v000000mmml0000000momommmpmoo�oovoo�000v000m�oompoomo laoeppopmooppolrapmopppooplooppovppvppppppo mmppppp sapptaepp mppppptapmpeopppp mpolopppp mpoioptatap �otaumonpp otaopppp �uppplTatappmppppeppmopppeppoepptappta lnmpmpepp UI(l11NG CODE (Non High Velocity Hurricane Zone _ p'= >A ' ( ANC i01 )ATE 02017 NT[aa. UM, I L E COI. a, A■S.S■A. American Shutter Systems Y Association, Inc. 4268 %Veslroads Drtve West Palm Beach, FL 33407 V2017 EASTERN METAL SUPPLY, WC. BER iM AcE #1 W1 On Shutter System Kv HNE ®I w� MADE V2S TIW7 TESTING a ENGINEERING COMPANY ]w( n m. M. wvAa a,AOae. ,LPow v, Plw.e : (w a)en-mw , r.. 1 (sm)mI-,m1 ^'.0-00U T19 �^ MmA NIT d. P.E. nomm M` E 4410 n.'x 09 as1[ ' - amsN Oa Lc 1 D 15a 8 OLD 1s-ass n/1 fMm ov/x7/n s s DRAWING No 1/-1Q7 1 s SHEET 12 OF 20 [ CJ"'a�C7mm�mE�PI©mmm®®� ' m' I ®m® "k�7 mmmnonoL�mmmoononmmmouv mmmonnnra mmm 000nn mmmnoni°1on O mmmnnOOommmoonnt�®mmnnon® vummm92"" mmnaones UEDA mmm000©®mmmWMENIM mm00000 ' mmimmouc°iniimmm000n®mmdimnooa ��OOOm®mmvonnopmmmnonn®mmmnnno�mm mm0®0mm0© DammmO � ®Fl mmmnn�®ammmo000E9mmmO00m FF ®�®mn®nm000mmmmnnmm�mm�nono m®mmmoo�mvoa mmmEanvpp®®0mmnooeppr�o mmmimilnOommmO +as OmE®po mmu�Efa000mmFmomo m®mmn=imo ' mmmOOmdam®OOODOo mm�OmOdammOOEiA00 Mlam m®�®Oa0pppa0®47OOp1�7Oap m m00[EiOa �0®®®DOD®A�m0E3Y0�OO m0®m�0 of io m®O[}7mOaammm �f aamD'ADmO®aa ®mmm0000����oosdio®m�voo�opd� ®n©oaoo�a mm[1Mmum EEIOpHN ®({®��qm�' ��0®ptk7®oO 000 m�pmpp®poploCCpqpo�ygqm® mmp�000 ®®om mWooOoopoO�m®®�©®OoOIIDmO0000vo �OopapO�oO®EtiOodo �0000 ®mO ®[k70ti10 DOO mOOLE1100 oO MODif OaaO mpmpmm0000ppm�rug" m�mE0000ao aE3 00000pM000[1Lt0".I®pm�O Oo MKIIIIIIES En OVOOOAao�©MOm00000mppppp®aooOpd mOvaaa0ot�7p0REfaD1cx poOO®®oaavo dovod m®�00000 [i000d000a��000Oa pp tl7aaayay0C'a•7000aaaao00aaR7 ."111 i I. ANCHORS TO SUBTTPATE SHALL BE AS FOLLOWS: (A) TO DOING NG PINKED CONCRETE (LRO Ee - 3 Ltl) - I/4'0 TAPCON OR TMCON-VDFH AOVAMCEO F,,N,MRM TECHNOLOGY µDOORS, AS' NµUFACNREO BY I.T.W.UIE BDEN. (Min, rc - 3 EN) ANCHORS. SRAGNG I FGFNK - I/4'0 It 3/4' KL POINTS SOLID -SET µCOCKS, AS DISTRIBUTE, W I1L PoIM SCREW, BOLT A,WECLLLTY CONPAN'F, (Us. re - 3 U0 Toe" OR - 1/4'9 BLUE TO CONCRETE µCHOIRS W/ W A5 MµUFACrUM BY MOM FASTENERS ft,I WC (IMP. Fc - 2 ROQ VPCON. WI1H ADVANCED - 1/4b TOM'µCNCRS AS UNIANACTURM BY POWERS FASTENERS. We., µO ORiTDBUT® ITY ALL POINTS SCREW, BOLT k SPECLV.FY TMREAUFORM UCHNOLOGY COMPANY OR µY OMER iI ROVEO LICENSED OR AUTNOW ED VENOOR REGISR'REO WIM THE NAEIi1Cµ EHUIIER SYSTEMS A,SWAVOtl, MC (V,,. re - 3 W) ALL NY 5 90110-SET BLUE Tµ w/,CV NOTES: TAPPER+ AI) MINWIMI EMBEDMENT IMC POURED CONCRETE OF TAPCON ON 7µ m ADVµCEO TORE mu RCH owv ANCHORS Me TAPPER, µCHOIRS IS 13/4', µD FOR BLUE TO W/ CAP µCHORS IS 1 1/2% A2) MINIMUM ETNIMO OF 1/4'0 . 3/4' AIL POINTS EOUO-SET µDOORS 9ULL BE 7/8' INTO THE POURER CONCRETE NO EMSEOMERY ♦ MS AIW$ N tU[ FM INTO STUCCO SHILL BE PER1A111ED. 1/4'0-20 S.S. MACHINE SCREW USED SHN1 Be 1 1/2' LONG leftes LI SNWLD STUCCO aM0[ 0n MMET IA Eti T. µ0 1' MINIMUM FOR MALLSNTHNO SIUCeO. AS) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PµELS, PAVERS OR MY VENEER Be FOUND CH THE E0a57WG WALL OR FLOOR, ANCHORS SUtl BE LONO apUCH TO REACH THE MAN STRUCTURE BEHIND SAD WAL nNISNES. MUCILAGE SH441 Be AS mmC ON MOM At) N 42) ARGUE. FOR MSTUUTIONS ON MNYL &ONO OR EUS WITH OR LnIMOUT METAL Man CONSULT FNIS µCKEER FOR INETALLMON INTO Mrs WON METK STUDS SEE SNEU 20. (8) TO came assume BLOCK; (A51M C-90) - 1/4'0 TAOCON CR TAPCON WRH NWANCEO FHRMFORM TECNNOIaUY µCNONS. K MWUFICFUM BY I.T.W. WI1Da. - T/a•0 x 3/4' ALL POINTS SCUB-5Er µCHOPS. AS CMRWM BY ALL. Penes SCREW. BOLT k SPECKTY COMPµY. - 1/4'e BLUE Tµ CONCRETE ANCHORS W/ W AS UNUFACTURED BY MROA FASTENERS DNECT. WC. BY �aSHSUFTER COMPANY OR MY OTHER APPROVED UCENSM ON AALMHOOM DOR NREGISTERED W N THE µERCWAND SYSTEN5 ASSeallnee W, NOTES: 113) MINIMUM EMBEDMENT INTO CWCRHTE SLOCK OF 1000% BLUE TO W/ W µCHOPS AND TAPPER+ µCOONS IS 11/4' µO IAPCON WITH ADVINCEC TXREµMILIA FECNNOLOCY MGM IS 1'. 8.2) MNeWM EMBECMENT OF 1/0 x 3/4' ALL POINTS SOLO -SET µCROR9 SINLL BE ENTIRELY EMOMED M THE CONCRETE BLOaL NO EMBEDUE W INTO STUCCO SHALL BE PERNFTim. 1/4' 0-20 SS. LMCHME SCREW a9Ea S,,LI BE 11/2' La1G MINIMUM EHWW STUCCO EXIST. AND I' MINIMUM MR WALLS WHIN NO STUCCO, SJ) IN CASE THAT PRECAST SFONE, PRECAST CONCRETE PµM. PAVERS OR MY VENEER BE Munn ON THE EA'ASRNO WALL OR ROOM, µCOONS. EN/Ll Be LONG ENOUGH TO REACH THE UMN STRUCTURE FUND SLID WALL KNISHES µCNORICE Slue, BE AS U,,,, CN MOM 0.1) Y.8.2) ABOVE MR INSTµ LVIONS ON WNTL SIDING OR BFS WOH OR WITHOUT NET/L STUDS CONSULT THIS MaNEER FOR INSTMLAn )n INTO ESS WON METAL STUDS SEE SHEET 20. (0) ANCHORS SHIM BE INSWALEO FOLLOWLNO ALL OF FNE RECOMUNOU'lons Me VEOKCADONS OF THE µCHUBS MANUFACTURER. (0I SEE SCHEDULE BELOW FOR FADE DISTANCE (CO.).VER5115 SPAONG RELATIONSHIP TOR µCNeRS _10 t Il^ • L LM44 SC L4:. L MOE DISTANCE VERSUS SPACING SCHEQUIX FOR AH HORS NN]HUD ANCHOR SPKWC9 ARE VALID FCR Ease PUTNC6 WOIesce BELWp FOR E D. LEES MMI THE INDICATED, REa1DE ANCHOR SPKNG BY DULTIPLNNC SPICING SHOWN ON SCNEONE BY THE MULOWNC FACTORS. REWCED SPACM CMMNEO USING FACTOR SHALL NOT BC LESS nWI MIWMW RPKWC 'MUM TOR MH MUM TYPE. FACTOR EDGE TAPCON THRGDFORM ALL POINT SOU, SET BLUE TAP W/ GP TAPPER +. aC7µCE TECHNOLOGY' MIN. SNUMNO ED, MIN. SPACING - 3' SPACING _ T WN SPIGNG MIN. SPACING . J' 33/P a' PoUREO CONCRETE N G f� (UNa 0-M CYO BRN r EFE1/2' POURED CONCRETE R POUREa CONCRETE PO POURED COOi.Y BOGL UI Fla UL EY..31/2' UN. ED. I/2' � C4 JBiO�X CRETED.!� 2llr DO 1.0 0.78 1.0 a."1.0 1.0 - - 0.67 1.0 ' - 0.71 1 - - - 0.51 - 1 A/4' - 0.91 - - - 0d3 - 11 - 0.35 �tI pV\1'•'••`• F//•r•' - WE" TLLIECO, INC. 02017 EASTERN METAL SUPPLY. INC ER A U (-A S S A Accordion Shutter System kV. MADE $) W/ ER W/0 RV. WiHDa.Y BLADE op ? TS. �� TIWT TESTING B ENGINEERING COMPANY itmBT(Can Shutter Sy9(ems Ev. x DncAIPnaI GATE DRAWN w: Le ` O'• T�'a i elv NW M . BL.5 LDS, MAGMA GRDDA. NON. 11.1 AssoatatlDn. Inc. 1 OLD 1s-085 Uv 1 WTE: 07/z7 » Ft.M : (305071-153D , w.: CINNOI-1e31 4288 westroads Drive o sA'S••.ORIDP... LAF maFe_ ie West Palm Beach, FL 33407 5 CRAWLNG No CSJT�\\,,L1 WATER AFew I,.P.L 4 1 17-107 6 a CGI %L'41.Min tlF''/n.ar FLORIDA Lk. E 44187 A .... 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