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HomeMy WebLinkAboutSET UP-INSTALLATIONSgri 1. B 1UCW X.V. AIXOS AC ORDION KUnEL MOWN ON MARS T BE EYALN AT WCUNENT (P.E0.) HIS BEEN VERMED MR CONW,wCE IN KYVRpANCE RIM THE 2017 (BIN COITION) OF ME FLORIOA BU0.0NO CODE TOS ACCORDION STUNNER SYSTEM SNNL NOT BE NSALL[p AT HDI KLOCITY HONOUNE ZONES. DESNCN NND iDADS SHAL BE INTERIM M'M SECTION IWO OF ME ABOVE MENTIONED ME. FOR A BASIC AND SPEED REWU TO BY THE .IUM,eS,, RHERE 51,m, WILL BE MSAIIm RM A DRECTIONALIIY FACTOR Kd-OAS, USING ASCE 7-10 AA'D SNALL NOT EKCEF° ME LLADM" (USED.) °ESWN PRESSURE MMM NMCAED NL SNEER 11 MRU 15, 19 A M. N CROEI To T4MFY WE A804E GINONICS, MLMAFE DESSN RND L4PD5 DEI LNIM POI )SCE 7-10 SNNL BE FIRST REOW S TO ASD. S,,O, AND LBADB m MULTO'LYNO MEM Of MR N ORMRTO COI FIRE R/ W. (.ASD) CESION PRESSURE MINDS M,RATED'ON SMEIS II BWU 15. 19 A 20. N =BIT TO VBOrY MA CNPUWTB MO ANCHORS ON Ws P.E0.. M TEBRO, WEAR NOT OVER STRESSED. A W R INCREASE IN ALLONA SE STRESS FOR W,O L„BS RAS = USED N TRE R AWLYSIS. HDSEVER. A MO DURATION FACTOR M-1- 0 WM USED FOR VEMFIUTION OF FASTENERS N WOOD. BENIUI ACCORDON SHUTTER SSIEI'S ADCGMCY FOR IMNO AND IMOE MISSILE NPACT LOAD HAS BEEN VEpREO IN ACCORDANCE STUN SECININ ICC9.1.2 W ME ABM MOMOHED CODE AS PER AR REPORTS: -W BIAVE 0 /0214.01-03. /071501-01. IIOOIAI-B5, #1214.01-05, E0317D2-05. /OS09A1-10 AND /C210.01-11 M PER TAS-201, TM-2W AND TM-203 PROTOCOLS ANO ASHY E-I000 AND E-199I STANDARDS (MISSILE M.V2L D, AND ZONE 1. 2 A 3) A /12MM-10 AS PER TM MI. 20 & 203 PROTOCOLS LARGE MISSILE. -ARV RINDUR BLADE 0. 110505.01-08 M PER AFIM E-IM ANB E-1900 (USSR LEVEL S, RNO TONES 1. 2, 3) 9AGIC PROTECTION MY AND 1 0725.01-08 M PER TM 202 PROTOCOL 2. HIV GLMEO MO ITV MATRON BARE 0 ARE ENSFERED M WORK N UNISON TOM EACH OTHER UN°ER ME ME UM)ATIONS AND COMDRUNS OF UE MB MM ON SHEET 19 3. BCAIITA M.V. ACCORDION FIRS (IN SCSEIIS), USED AT SLAMS KNUCKLE AND MR DU ECT MOUNT CONNECTOR TO TRACKS SHALL BE #144.73• ANO 114.1.75' RESPECTIVELY. 4M-NT SOON SEM6 STANL65 BTEEL BORERS AM 'MO W WELD VFFENCNI AND ISO W TENSILE SMENOM. PINS SHALL BE COATE° RMN BERTHA W C CROSIOELD CMTNO SWTEI M MANUDLMRFD W IP BURNS = Me MPUGIOTS. RECISTFIIES MIN AINUIM4 SINTER SYSTEMS ASSOMMIPC PNS MUST BETA ME MTV RUNNING' ON MR Nf/A 4. ALL NAUNUM EIMUSOMS SHALL SE IUNMUM ASV)CAIK)N ALLOY AND TEMPER M Novels, ON SHEETS 2 AND 3. MOWUM YIELD STRENGTH FOR 6003-TB NLOY IS W.0 W AND W, W FOR 600E-75 ALLOT. 5. AL. SCREWS TO BE STNNLESS STEEL 304 OR 315 AV SENES OR CORROSON RESONANT CARTED CARBON STEEL. M PER Ow BOOM WITH SO W MM, YIELD SIRDIGM AND 90 W MM. TENSU SINNGM AND SHALL COMPLY R/ ROMU.A BIALUNG CODE SECTION 2411JJ.4. & SUITS TO BE ASM ALTO) MLVMMm STEEL. OR AM M4 OR 313 SORM SrAN1E55 STEEL YOH 33 W MINIONS WEIR SIRFNCM. 7. SEE ME FOLIXI SHEER FOR ANCHOR SPEONe00NS: W B1 0 : 12,13,14,13 AND 20 W BLAME O A 0 "ITI NG IN UNISQY: 12. 13 A 15 & THIS BERTHA HV. ACCORTAON SMATTER SYSTEM BEARS A U.S. PATENT /B'))9SB2. COMPONENTS OF OHS A N`RWAL ARE CONNED, N RNM OR IN PART BY US. PATENT /5'450.179 ISSUE° TO DSFTAN MEAL SUPPLY. NE 9. IT SHALL BE WE OF THE CONTRACTOR TO VERRY ME SUNNINESS OF ME STRUCTURE 1Y11IRE SHUTTER n M BE ATTACHED ro INSURE PROPER MCHOWE, CONTRACTOR TO $IIL/CNRUL ALL SHU ER COMPONENT EDGES ARCH REMAM, WAS FASTENING N CONRNUDUS WNTAGT AM THE BL,,= ro P,,I mxD/RAN ,rNn,, TO. EACH UNIT MUST BEAR PERMANENT I$— N A VISIBLE PUCE WM WARNMG NOTE: DURNG FORM OF HURRICANE WARNNOS MOUE OASES. MOUNT OR OMERS MUST PROPEKLY CLOSE ALL MY AND NO CLNIEHWTFS AND [NUKE OR LOOK AIL NY AND No LOCK51. 11. SHUTTER MANVFACNPFRS LABEL SNL BE LOCATED ON A NEARLY VISIBLE LOCATION AT ACCORDON SHUNTER M ACCORMM WWH SECON 1709.9.3 a ROMAN BURDN° COOL ONE LABEL SHALL. RE PLACED MR EVERY OPMMC. LABOUNO TO COMPLY YAM SECTION 1709.9.2 OF THE ROMAN BUIDMG ME IL BERHA N.V. REORDER SHUTTER SYSTEMS INSTALLATION SHALL COMPLY AM SPECS mum IN BUS DRARNO PLUS AW BURCO O AND WRNC MGIM11pN3 MOVING BY ME JM®p.•IION I01ERC PERNT n APPLIED TO. 13. (N) THIS P.E0. PREPARED BY THIS ENGINEER IS GENERIC M DOES NOT PROVES MFOMUnON FOR A SITE SPCOne PROLECB I.C. RHFAE THE SIZE CONONONS DEMTE FROM ME P.E0. (D) CONTRACTOR M BE RESPONSIBLE FOR THE SELECTION. PURCHASE AN0 D6rAULAnON INCWSIO UFE SAFETY OF MR PRODUCT. I SED ON THIS P.E.D. PRODDED HE/SM GOES ION OMM FROM THE COIIDIRONS BEAKED NI TINS OOC ANENT. CONSPNLTIOM SAFETY AT SAE B ME COMPACTORS PESiRlIL48Mf. (C) THIS P.E0. mLl BE CONSIDERED NVAUD r ALTWC° BY AN' MEVS, a) SITE SPECIR PROJECTS SHALL BE PREPARED NT A ROMAN REOLVIERED ENGINEER OR ARDRTECT T ICH %91 BECOME ME MOCKLER OF NECCRO (LEA.) FOR THE PROJECT AND VINO DUAL BE KNEW. iCR ME PMPM USE OF THE P-LO. ENGINEER OF RECORD. ACING M A DE Nag FNCMEER M ME PMD. ENGINEER SALE SUBMIT TO IIC5 LATTER ME STTE SPECIFIC OMRNGS FOR (0) ONICNAL PED. SHALL BEAR ME MILE AND OMGINA SEAL AM SIMPURE OF ME ENIG EER OF RECORD THAT PREPARED R. GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 1YPIUL SHUTTER ASSEMBLY 38-44 SHEET 4 TPM MM BLADE a WINOON DUAL AREA D• HV BLADE M AND Hy WINDOW BLADE SA (WHERE APPI I('ABI c) TYFlUL SHUTTER ELEVATION Is NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET e INSTALLATION DETAILS G-M. CONCRETE/BLOCK SHEET 7 CENIERMATE DEALS W SHEET B CENTERMUTE KTERNANNO DENS W SHEET 9 END CONNECTION DETAILS t-S, CONCRETE/BIDCN SHEET 10 MAKIMUM SPAN TABLES SKEET 11. ANCHOR SCHEDULE- CONCRETE A BLOCL SHEET 12 ANCHOR SCHEDULE- CONCRETE h ROCK SHEET 13 ANCHOR SCHEDULE- CONCRETE A BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 NSTALLAM)" DETAILS M-R, WOOD SHEET IB UWALATION DEALS S-K, WOOD SHEET 17 END CONNECTION DETAILS 7-12 @ X, ROOD AREA 3: HV WINDOW ALADF Q SHEET IS ONLY ITPIML SMuntil ELEVATION AREA 41 HV WINDOW BLAOF (1i ONL SHEET 19 Y NSTALLADON DETAILS, METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA ALA�Q:'uCENS' P �] ............-'/ S :P WO17 TLTTCO. M 02017 EASTERN MEAL SURREY, INC. B RT SCANNED L EeoE■�. A S S A N Accordion Shutter System • BYZ ; Tt : ■ ■ ■ ■ Amerlean Shutter Systems HV. BLADE p1 WER W/G RV. WHOM BADE , pCanm aR wn multi sr Le St. Lucie County 6Fi ; • A ' �' TILUT TESTING k ENGINEERING COMPANY .,,, N.. 74A sl. W. >m. WIGI« GIwD, RDRn M. Pnw: Elspn-uw, ra. T (3m)trE1-1x11 Assoclatlon, Inc. WBeac 1 OLD 16 °B' ""' D ro °"" " �,Q-*-f �c+-Lt>-,� • f• �E44 2 a DR17— Na •'"0M_�a°0710 ^ t Pal West Palm Beach, Fl 37407 1. 33 ss/ONALE TT R c •lCAF.ACNrwnYliOr AnATC WMRR A TeLT L. P.E. ILOrREA LED• 1 44167 , 17-107 -..-... 3 UB OF USE OF ©HV ADJ. FLOOR TRACK QUAUFTED FOR USE W/ HV SHEET 19 r 0)a 1.860 11 HV GEILNG HEADER 0 FlED FOR LINE W/ HV BLADE I ONLY, NEE SECnO IS FOR VAUD 6063-16 ALLOY AND TEMPER NN E1a1 YIp1 1' .00]' 7jo SIDE AN - Fc OCKLIFIED FOR USE W/ HV ONV UNIVERCAI F OAT R OUAUFIED FOR USE W/ 11V BIAOEQI 5003-T5 ALLOY AND TEMPER HV HEAD/ER/SILL OU&IFlE 606]RT6NAlLOY ANDBEM�pONL ALUMINUM ANGLES QUALIFIED FO$ USE W/ HV BLADE I ONLY. 6063-T6 ALL Y AND TEMPER OOUAUFlED FOR UIE W HV BLADE I 6063-TS ALLOY TEMPER. BO HV WALK -OVER TRACK QUALIFIED FOR USE W/ HV B A0E 10) 6063-T6 ALLOY TEMPER COMPONENT A B TI )] 1© 2' 5' MAIL I/8' 1/a' )'M. CAW 0.190' ® Y S MAC. D.139' 10.131' Q5 HV 90'�1R0• STARTER wunED FOR USE W/ NV BLADE CU 6063-TO ALLOY AND TEMPO .994 e2 8 1] ' .920 O9 HV TRENCH TRACK OUALIFl LA FOR ONE . HY BLADE 01 ONLY. 1@ HV RAINGUARD OUAUFIED FOR U(($1$1))E W/ NV 6063-T6 BALUTY %AD TEMPER. 1$W VP••) "4e 7 02017 MUM, M 02017 EASTERN MET& SUPPLY. WC. BERTHA TM \jCENSi�eL/l a` 3 �L A■S■S■A■ Shutter System ��!� American Shutter $Y9feme HV. BADE ®I W/ OR W/0 HV. W=W E WIDE ,.N ORT's"N's 0Aa OPAeN R LC ,' f * ! �TAiF D1l- .: � TIWT TESTING & ENGINEERING COMPANY 6P3 xaw M.> ]9v M.aMA 9.NOOa. nRm. me Associafion. Inc. 1 oLo Is-oes ) )I w1c a)2)/n �a]•. F) 02(ef1ID(P.ear(. 13L4 PMnN I (W3)an-15W . m.: (3m)e)1-1331 W.0 �4268 WestrQ9 OrWe West Pulm Beach• FL 33407 S : DRAWING No P G 'MO•/7l4aAe6dAic/nATC enm. .P.E. N PR)h U, / 4416) 7-1 O7 a 1- lI In P,A. R TPe,a n xsox © LOCKER FOR "T" LOCK CENTERMATIF OUAUFIEO FOR USE W/ W BLADE 1QONLY 6063-T6 ALLOY 00 TEMPER 1 gg �• R x1A• 3� 3 OUAUflED FOR USE W/ FN BLADE 1 8 A 6063-TS ALLOY AND TEMPER ® LOCKING RODD OUAUFIED FOR USE W/ FW BLADEQ 6063-T6 ALLOY AND TEMPER f, OUAIT n n OUA11flE0 FOR USE W/ HY BLADE I ONLY 6063-T6 ALLOY AND TEMPER 6063-TG / II A'. 5�6 HV 3/6"0-16 AI OUALFFIED FOR USE W/ NY BLADE 1 h 6063-T6 ALLOY NO T[MPEIT �1/!•. 0-20 AISI 304 UMBSCR� OUAUFIED FOR USE YI/ IIV BLADE IQ A D. 6 ®:,, KPd W63 I HY-MIESS LOCK DUAL! iIEO,rOR USE W/ HV BLADE 0 Q� ONLY. 9e• 0 360' AFTER RIYEI0II BEFWif RMcTNO man Allan IANQC FWDZ IN W. As NNMACNIATa or AM V. NE" Jue" s,au w EOMa. RNATIVE LOCK FO USE lY/ NV IE ONLY. X•INYMBNRN CawOLN DR KEY CVU DOT 0m3• Wa 1 .1m• w. *I=R� 6 ua. ® HD LOCK BY RECUR HARDWARE MORTISE LOCKS SEARS 2333 NOOK BOLT I=, OUAUFIED FOR USE W/ FN BLADEQI @ to 1 ;CTCT.iF '02017 XXco, m 02017 EASTERN METAL 6UPPLY, WC. Accordion Shutter S stem System ✓� ? 7 Lk I L E C O f N a. ■ A S S A * ; d- /, ■ ■ ■ Kv, agE p1 w/ aF w/D Kv wmw j * • STA TE TILUT TESTING h ENGINEERING cOMPANY ww N.. „ov American ShuHar Syafama Assoeiaflon, Inc. oTse,v.aK o oweK Rn LAL 1 -oes aD lb, T/n I nAa o.a; m 17 BF i a4 w wA NAerA iwoaw, Halm, vie PI,P,.: a0*71-1510. Ta: Dmlfi71-1531 4263 Westroad6 Drive • sIS `:iPf''•�OgIDP.•'a'o�d` ••' x ! ORAWINC Noel ®1 6T1eOo'C01" West Palm Beach, FL 3-0, -• s` 11 s/AxaG��s'�.2 KNRAAiIOt h. P.L 17-101 K or a� a�,.1aT SHUTTER ASSEMBLY SCHEDULE FOR HV HV QI HV BLADE 1 ® KV BLADE IA ® 11V LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER © HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870'.3/16' THICK NYLON WHEEL 0.188'0 AISI 302 SERIES S.S. RIVER ® HV 1 3/4' ACCORDION PIN W/'®8 HEAD ® RV 2 3/4' ACCORDION PIN W/ BB HEAD ® POLYCARBONATE IMPACT RESISTANT NV WINDOW I(1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES. OF HV ACCORDION SYSTEM W/ HV Q OR HV ® BLADE. (2) HV PIN ® MAY BE USED IN UEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1� BLADE WHEN CORRESPONDING TO INSTALLATION 'II", SHEET 7. (3) HV PIN ® OR (D W/ 1/2" O.D. 1/18' THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET 02017 MR700, M ILT�O- TILUT TESTING k ENGINEERING COMPANY Wasx.. W. se. P 70s YAeru oum,as,um. s1 Plmn. 1'(N6)e71.190 . ra.: (606)071-1401 .-me2 W1Ko0sl[wn 18 W 71a skm A q L. " nORa4 Ua 141167 2 EXTERIOR aen• �)�"�GIIdN� e4pE .p6ri' WIN .0623 ,p623• POLYCARRONATE IMPACT RESRTAh^ •^' IB OOW GAYER MAXROLON 3103 'OLYCARBONATE RESINS, UV-STABIUZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE 'F' ON SHEET 19). POLYCARSOMITE SOURCES FOR 4 ands[ am4r nrr7a Nesmo nxoam s mrav rnvc aaxn 1011110I aPll am .0 s! • aou o/' MOL.IDa rlmgl,l I;N p,e MW Pu ,yA Pu ww na..m u mP 1um PLL 1a.00 r.a 'Ma"maw 6aau Arn m,a 6.pe01 PLL auAm r.2 Imo® sea 7s111 me. 1e rt-s/„ 1r rt-0A, 91art aaiSM aml at4) h.f t e4 a Iw MT Y eR'614 aelY aW E-I aI51 41 HI.n w a7vaa Am mrn la.p • ,m . AeO� ua rC9[ EIRI4'M Y1G im6RN' AM I m YW ILL Wa Pu msE s11® evoa a4n4Aa ♦TILL an ae1 ,..t eeep PLL A.S.S.A. American ShuHsr Sysbms Association, Inca 426E Westmads Drive West Palm Beach, FL 33407 W2017 FASRRN RETAL SUPPLY, wc. B TM Accordion Shutter Systl BLADE pi W/ OR W/O KY. VANDOW E AD 93avmx .. oi,. ee [a ,.-am 7127 I skm 07/27, DRAWING No ®'®- 0-0- 0.0. WJE ,E D _ c E c, c II ©a�a©. O�7 w BO,q�wA1�p, •�� ©•O•©-©-O•@- TYPICAL C1� HY BLADE SHUTTER ELEVATION N.T.S. --Is OF CORNER CENTERMATE • NOTES-Df-i HV 0 KS AND NT RMAT - 1. NAIAATORY CONDITION W1: ONE IN LOCK Q v SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY WAN EL 12'ATI ABOVE OR g= KNOT BE r ER ABA)YJ! OWS SPAM OR UP TO 105', AND FOR EO Tp�npR dT � ELEVATION. HY LOCH R.� CCENTERMT6,W (2) 1/4'a-20 A 1/2' LONG MT HEAD S.S. M.S. LOCATION OF LOCH SWILL BE AS INDIONTFD-OR POSITION III SHUTTER ELEVATION. AN UP TO TWO NY CFNIERNATES 0 o OF 1/4-e-2041/4- SS THUMBSCREW TO 0 OR CENTEAMATEB-SMALL BE MADE W/ 1/4'e-20A3/4'­ALUM.--" RI'MUE AS SHOWN ON SECTION HYE. SKEET B. ONE LOCK SHAH BEUSED AT 1/2 OF SHUTTER SPANOR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANDATORY CONDITION /] MR KEKTDMP •-••a — - - ONE ITV LOCH.® or ®ar ®SHALL BE USED AT 1/2 OF S1OUTTNi SPAN FOR ANY WAN OR 12' ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO Or. AND MR INSTALLATIONS. AT ANY ELEVATION. ITV LOCK ® Pr ® e1 ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCH. ATTACHED. To ® or ® SYMMETRICAL CENTERUNTES w/ (2) 1/4--20 t 1/2' LONG MT HEAD S.S. N.S. LOCATION OF LOCK SHAM. BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS ® W/ OR ® TOP AND BOTTOM IS COMPLETELY M,,G oRY. *NOTES ON HV '"T' LONG OUST BE ]/D2' 1 OR 12' 1•RN HD LOCK : ONE ALTERNATE HIT LOCK® MVE USED w UEU OF ITV 1006 (Y5 OR W4-FOR ANY SPIN AND VISTMUTIOM AT Am, UEVARON. ALTERMIE He LOGE 8 MY BE MOD AS INSIDE OR OUTSM LOCK. ATTACHMENT " NO LOCH RI ® IS W/ ] /0 • ]/B' FA S.S."', AND INCLUBES REINFORCEMENT INSERT AS S)KIWN ON SECTORS ROB -AND HOC -NW:, SHEET 10. LOCK MY BE INSTALLED AT MIDSPAH OR 12' MAXIMUM BELOW OR ABOVE MUMPAM. ME OF LOGGING ROM @ IS COMPLETELY OPTIONAL. p1�.•vCENs' ? % •O ' / �� j * �O'••, f ,'Y�, X LX o2017 MUM M �Lr TILLN TESTING O ENGINEERING COMPANY AMs N... Dn a a. nk Vw n L.IDa)A 11-'" aIe PI4".: (OD elan-uw , ro.: (ws)en-Im -"1°1i 57191iain .4m &O00m,°, '.. P.L. IUIHOA Lk. 1 "167 A■S■IDS■A■ American ShYN�Y $Y8}BnIB Association, Inc. 4268 Weelroads Driva West Palm Beach, R 37407 02017 EASTERN NRAL SUPPLY. IRO. Accordion Shutterystem KY. a" 81 W/ CR W/o Nv. WHOM HN1E N, AII. I un OweN el: L 1 Ol0 IS-OBS ) ) I OMh 07/D A ' 6\a L111 AL VN "0I P.E. $EALJ51L1VMURE/DATE a a DRAWING No 17-107 4 s SHEET 5 Ga .n 4 CONCRETE /dcxoas (SEE SCHEDULE ON SHEET NR 1:13 CIA • ---=- 12 w(g rr CONCRETE ANCHORS ON (SEE SCHEOVIL ON SHEET 1]) RM eL0R.1L ""RC0 �D HV WALL SILL INSTALLATION A FOR iroVJl S EA E. D. -EDGE INSTANCE =ONS w HE cowsm I • (SEE SPEMCATHINS ON SHEET I]) I©18 ra w[ an UVNmasov SHEET O 1' // EO EOM 1/VACIAIE SCpL*155. Na 1/1 '-20 TILTS O 12' O.C. ( 13 as S .290' W . OP00NLL I 1 l 90 HV WALL H AO R INSTALLATION ATION + KEYSTONE I UN. S[PARAION TO C S `(SQ SCNEDUIE ON SHEET 11) I I llq Dd LAJN® Gr r-- ILO MM mi:HORS (SEE SCHEDULE ON SIRET 14) EQ HV WALL SILL INSTAIIATION • SEE AIONS OP VSE FOR DUDE ON SHEET 19 O.C. Coxcom: McNoRs iuoad SCkEwS (SEE SCHEDULE CN W/ 1/4'-20 SHEET 13) NUTS O 12' O.C. YN SEP mITON TO GLmS —(SEE ScHcom DU SNEET II) ©HV WALL HEADER INSTALLATION (E)HV WALL SILL INSTALLATION INSTALLATION DETAILS W/ (1) HV BLADE =- 4 y ) ' ' Q A� �'•'•... OAIOP: ;.k,W.Pl 02017 T4TCC4 P14 � L�E c TIWT TESTING A ENGINEERING COMPANY .,,. NR pev. A4, a..:m, NRp.YA rnmoD. nnm. 2A Pnya � (ua)en-1a1o. Fm 1 (.1m)m1-uv N-ma VW` Dw Ee-Dooe7la RLLRR A 11LYT h. P.L FLOADA Uk E AA157 A.S.S.A. American ShuNer Systems AesoalatiDn, Inc. 426s Waatroada Drive Wesl POIm Beach, FL 33407 OU17 EASTERN UETAL SUPPLY, NC. TN Accordion Shutter System NV. ELA➢E BI W/ OR W/0 HV. WNKIW BADE N. H oETeAPnox aW aural sn Lc. 1 ao ls-aes 7 n 1 wa, m/v/n 4"31—e•—R�% �1�- "'-s/0NAL ENO' ,1 n//////PJ P.E. SEAL/SIGNATURE/DATE 2 2 ORAYANG No � 7_� 07 A a SHEET 6 Or 20 a sNFET 1,) / ON 673a 5 (D- II 90 A Hoofs NNE ON SHEET 1]) � SUB 0 .PP1LlRL 9 CoNr&aL MT uE,G OoNInri: ANEalas NE40 aaxcanE AIDIORB REpARm (SEE SCIIEOUIE ON SNECT 14) sDaDEEE M s1aET 14) 11 TRENCH INSTALLATION '& DNLY FOR UP 10 R INSTALLATION ♦70, -75 PSF AS.U. DESIGN PRESSURE MRNG k FOR SPINS PER scIOUNRE p, SHEET 11 } w Q .N� j' 09R IA4NIO1 M10 OmJ DYE nR F w Y g I CIA] L,D.'/ I ' 9QI 11 /OI uYM1IQ ]%B rll I. II•a/4' M NE/D TEI( SCREWS D 0. O.C. I 1 ] e• NN _ ' 0 1, QEc j�/�• / OR 1/4-0-20 S.S. Y.S. W/ NUT D P• O.C. CWFREIE ANCHORS (SEE SCNEWIE ON G.' 1.) .l I % _ 6 . 7 O 04.a/4• SD.S / / _ (. O 9 O C. 1/2 : / I ( IH' YR.. •• - .. 0j/ 1 1/r.-myr n n U00 1/M1-10 N,Os O W oG I1- - . , /1 7 a 18 1/2• 17 IR 2.00'E.0'IIM. Dusl.A m"a 1wl roEma+T� '1 7/6'.' 1 7/B• % SVE v IPPUWOIE / / / E140/4• ER Sc • 1.. - WN. . / / ' �'a..' / ED•' CONUtC1E INUIORS BEE NOTE 13a 0 S• D.C. ., I _Poll® [woart NOWWa // ' % i : . OPOOREOD�CONE m X, (SIXSmEDUIE 0x 141 ON BNEET 1 POUFm COxCR[2 3(0) aN Nor[ 1 REou; OR C NmETE EEOCK aYE rolp EO K O Rmumm QEEO,E A/OIINTINO IN�TAL�TION REawRm Q NV WALL WALK —OVER INSTALLATION WnnlolmFN t I- SEE SHEET 4 FOR mNCAJ. SNUTIFN [DOE OSTNICE (5[L sRCDIGIAI.K WI SMR 13) Rip ovF bNm ERFORVED NI OPUUDIE EAT O SVE BULE�OI�SNER SE rON ID 2_ YDwmxa sED1AH5 Da, BE coE®Nm INSTALLATION DETAILS Wf HV BLADE n Rx WEY m s m An amwA roR 1j1 H 0.111 FLORIDA BUILDING " CE1IS •• v9 �- =17 TAYso, M , •., . . IL_I L EC-0- * 7 A■S■S■A■ 7' M 9 i % ArnWHean Shutter Systems IIILR TESTING 8 ENGINEERING COMPANY 111 arts uW. xw sl. sa m. vavu wagm navy yl AsaOatGHan. Inc. Ina. 1 (M)an-15]0 . Fw l (oos)an-ml 4268 Wes4oaae Drive ./ANAL EN6 111 m` w O' d"" West Palm Beach, Fl. }}40, m400n1s -. ..........Mll MTEAA IWI }. P.L O r rrel R9ru.n ler m.m RORaa IX 044167 CODE Non High Velocity Hurricane Zone 0=17 rASRRN UV& S~, ala. Accordion Shutter M stem y HV. HME pl W/ On W/0 HV. WI�ON w= nsannAN mTE o4al Rr- Ee 1 Ol0 13-OaS 7 1 1 O.TD 0727/17 , DRAWING No -/ -E /�'O/ _.._— ] . . SEE END WALL C EQ Nom; ON L0CW10 RAMQ . Nr LOd9® w® Y°ccss INSTALLATIONS W/ HVB0UT ** BLAINE SLACK' O�a N avwmFOR .0 r/ BLADE W HV CENTERM TES fadOiVA1(S AAPLcANM Asm 91.DEQi 10•®P©•®w©.®P SEE END WA I CONNECTION OPO.O•®P ISnO CUSS ETS — ®.O•©• O----------------------1-E%-N-----------T--------- i ]1ri1/e'.o•-] I ©. ®P �8•®wI®•@ ] 1/P )• a 1/2' (men-fe uLDvl uuu. YlydL N/(]� I//.'. rIFCON 1/2' P •NCA f0 01tCR[R Iror/eDI1P1) I tiDJ e.Y.e. 0 II' C T `. fgllaAT LA su.9. ro nrec ul . PARATION .r ucN ]]+ctc IWn) I do EIaL LENCNr. W/ HV LOCK or TO s (SEE SME E C 5 � ®' * 3g* IN * 3 oN sxEn„ 5 t j. /]. - — - — 7 ---- -------;-- ® AI 3 ®' w® ®P© OPOPO ®w ® OUT As Io•®P® OP®.®w HVA w® HVB P®P 1 ®a HVIC �PoUR' ONCREEOR ©•O7 •©n©•0•@6" Faanxc cl/55 E ITE &Oat WI c •®P@@IPO ®wR _ ___ _ IO•®P®.(��O )Oj+ w ! --- cus 8,®w O,®w@,@J'`Cuss C E M T S --6 -- IN—�•7—�n—•O•®P YM. TO CLASS —�— — DI® ®--- b OPIION.LL ®•®P�•®P®•®n (SEE SMICI 5 PH. SEPARATpN ®w W/ NV LOCK�6 IMERIOR) O•�w �•®P�•� ON sNEEr 11) / O OV55 ONEsNEEI IE INOPTIONAL) 3 w®• _ ' i-' OUTI ------- --- ----- /�C ®' 3 vYxiEs F (EYIERIOfl) ** N HVD oUT fI f ,,,,,,, 4, HVE HVF FLORA BUILDING CODE Non Ht h Veloelt Hurricane Zone" f; •vCi NYs ••, y e]on MUM wG 020q FASIFAN YEI0. SWRY, INC. ; ' y B HVm �� L�ITC O A S S A Accordion Shutter System y • * L ■ ■ ■ ■ HV. HIDE 11 W/ (R W/O ILV. YAIDO(Y BLADE -S••.1v P j i TIWi TESTING h ENGINEEPINO COMPANY American Shutter Systems . Y IllsrnmP A. DR..n — ': a`,L'•. [mm�A .:'.o�,w mss x.. >s:. u, o..m v.c•o. EYma nPP mY Association, Inc. I OLD is-olu /np wm oT n/n PI (:m)en-uen . F. : (Dwlerf-fem 4268 lYestroods Drive ] 1 IL'r -mea: wus000a.wm DRAWING No /ANAL Og ,1 fe-aPsnR West Palm Beaeh, FL 37407 s • nr001 e.uEfl a ,Rur . Itr. %— 1 U7 P.E. S 7S'1CNATURE/DATE R0°9A U`. t N1°r ° SHEET 8 OF 90 IT OUT IN ewr(pvw oO]a xs, emcano ax van a N •aL AS IrtPAILL 11aePW W.1RmDQK I[a-Ih9. .p-©. p.tj.p.®- Sun" nm 4IIRv, I 18-0 01i.Aa-AA.A3- 0 • SO: Nan • MR T MMY,ax A¢[] a t sm]s rw ]laew fna,-n woO uac rw¢] ]w, van xunoa, vm P aria n m]•a]c,um sr ]wG aeaa nxrov], vuswan, IQ• ]oea a]m] a raw. ©0 HV "T" LOCK -------------- IN -® )or our 0-20 x 1 1/2" S.S.M.S. 7/8"0 x 3/32" WINGNUT. HDD—HVDtSr FLOATING STACK 02017 XTEW. •Ia �L TILUT TESTING k ENGINEERING COMPANY M N. ba St. E4 ]Oa MNJM Wla1A Gamr ,n ft. a f]as)dn-IeM . m] , n051e71-m, mla L, AL I 1 0,e] miff, M o • y 1 • 1 . 3� .. aftcfc, A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroocs Drive West Palm Beach, FL 33407 OUT fav`w"I HDC—HVC SYMMETRICAL HD CENT RMAT � W/ & LOCK (INTERIOR) •mN]mwux]No m]®•roO uwaam• ea unm•, nano araq¢ry wo-«m a my rw ]u aNnnNm uwrave em v]orO LR W/O NV. WC. No OR —PODRRED CONCREtC OR rAYCETE BIOCN WAIL '/ /' RCOUIREO ,/ / EXISTING CLASS —r—i / 1/ i ' ✓ /' EaaTwc cuss / I10.1/2• SA.S.—/ 1 O I6. O.0 I 4 SEE DUAL % TOM I SIDE CONNECTION 10 1wis / ——EOSONC CUS$ IIX 5♦DAR�MI / / �LIOSiNC/. ' — i x MN. -- — GLASS/ l" . -r--- :' r'r r7/ r i i USC 1. Ofl x• YNL I (AS MPIIG6fE).x11/010 I. ALOMONM CMP ANELE (Does-Te ALLOT) AT ulDnaart (x)1 AT/4.0 iAPCON$ ANCHORS ro WALL 1. O.C. (LOGIE AT ERNFII ME Dr0) 1 OR CNNiCRETEETE ELM OR I CONLOCK WALL— /-' EYI$9NC �nRL� REaE0 ,� GIAS$ 141— ONLY M j 9AD6mQ ® �� _ �..•�.r.. It�..�.� % / •a' YIN. . / E0 MIN. /_—_ ♦ 56 AlION$ Q Ue[ fdt 5 ©Oa�® R� / �' atIDE OH SHEET 19 OR 1®OR® OR 1 VIEW Y '� / 1 OR QA• PLAN CONCRETE EONCRETE AL (OR Q1y'-0•©•0T - -@•®r ®®O-©•OT • e0.O•®• DETAIL X eEONc�REEIOE BLMK WALL 8,®-®, ®, ®. O-®-®•Q:©•®- S L 0 O O •©-©•O ©O ©-©O ®- C1� HV BLADE OR HV WINDOW BLenc INTO ®•®•®'®•@• ®•®-©'�'®' CONCRETE OR CONCRETE p�OR CONCRErr p� END GONNEGiION DETAIL 50 e0•®-®•®• •®• •, A _ ©� ®�® ®-®•® FLORA BUILDING CODE Non High VelocityHurricane ton WALL J11,�jCENS•''•., - 02017 m 02017 EASTERN METAL SOPPLY, INC. Cf % * A■S■ S■ A Accordion Shutter System A.S.S.A. NV. ■=.B1 w/ OR W/0 Ky. wmw RA m 9 5r�r/rLtVY TILUT TESTING a ENGINEERING COMPANY American Shutter Syafema N, on . . eart oR..x an La :Ov4.`•,,�Op'np _`la` nlu N.. aeu v. n. ua wrcvu uAmrn, nalmr vl Association, Inc. 1 OLD la-0E5 n 1 wm oT/n/n �s-•....., �y�. Pm., 1 (W5)8 rmO. rm , (am)en-gym 4268 Westroads Drive s/ g\dlr - W-a aioWest Palm Beaah, FL 3340, a ,ANAL EN , DR1AvgnNa Na a • nrIPP eALIW A TWI .M1. 67 . 1 / � 107 G C GCA1 /al/`AIAT IO[ /11LY[ n01mA ML / r.I ET r �.._— IL). FOR INSTALLATIONS W ( / MAK,MUM SHUTTER SPANN 'L+' OR -L-- (N.) FOR GM31MElE5. ®8 ®Dr or V7/ ONE H.V. LOCK ® or or or ®DOS INSTALLLRDNS W/ NO LOCK ® IN/ NO LOCKING or CENTERMAI0 28 29 W/ ONE ONE HV LOCK br or W/ NO 7Qi' LOCK 30 W/TN'0 LONG LOCK, IC RODS (SEE NOTES T, jt) RODS 35 BOTTOM EE NAmw NTOO�iiPL C& CONCHEI�M RmANATpNs 0 1Vcor Aso. prow PI167us CONCRETE & WIND vNr udPnw: •� sa NeMossII AArta WA11 M0IROINc RDOR/rouN6 Loa ) MWMNa *V) f . A FLODR/Cp1o1a IWIDFIWO INUM SHUTTER SPAN* 'L+' R 'L-' (It.) INSTALLATIONS 8 W/ ONE HV LOCKS IW 01 W/ NO LOCKING ODS (VAUD FOR UWMM(D SHECT 7) .sA MM f ar�l "Came WSDUATIONS Raw/CEYP'0'MOIB11LY0 IiALLwuHNro I. L- 30 le'-0• 16'-O• ]5 te'-Y 16'-10• 40 14'-2• IS'-2• 45 1)'-1• 14'-3' 50 12'-0` 13--1• 55 W-1• IV-11• 60 101-2' 10'-11• 6S INShl1 Irr.FNe CONCRETE 8 MANSOTw WOOD WAIL A B. C, D, E. M, N, O. P,O. MOUNTING F, K @ L R. S, k V. FLOOR/CDUNG MOUNTING G, H. I, I1, J T.U, W @ K k M 0 UAGWU SHUTTER SPAN 'Li OR 'L- FOR INSTALLATIONS IWO WOOD SHALL BE UNITED TO 105 pit. AS.G DESIGN PRESSURE RATING. t TIV CORNER CEMTERMATE 93. MY BE USED AT ALL MOUNTING NSTAUATIONS. LOCKING SPEVACAMNS SHALL BE AS INDICATED ON MANDATORY CONDITION 12 NOTE 15. SNEEr 5, ttEKC0PT THAT MA10M1M SH,mER SPµ'L+' OR T,--' AND MdUCIAN AS.G DESIND PRESSIRE RIGM FOR NSAIEADon INTO CONCRETE OR CONCRETE BLLL,]f SIA J. BE RATITE A5 FOLLOWS I- CONNECTIONS TO KEYSTONE MOUNTING UNITED TO +64,-72 P.B.I. AND e'-0• SPµ, SEE MOUNTING MQ ON SHEET. 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" 1O HV BLADE FLORIDA BI C2017 ILITCO, INC. 1Eco A.S.S.A. TILUT TESTING h ENGINEERING COMPANY American Shutter Systems M. RN. M. N. a. Ms Io'Co' Mwm¢, RwD,, MIN Association, Inc. Plw , 130..I571-1 Me . rw 1 (3D5)e71-1631 4268 Weslroaes Drive " wFTpD�wp re-CM671P West Palm Beach, FL 33407 Nµ A TUAT Jr, PM FUXX A Ua 1 44167 (1) L+: MAKIMUM ALLGWµLE SPAN FOR A GIVEN POSITIVE ASD. DESIGN PRESSURE RATING. L-: IAAK. ALLOWABLE SPAN FOR A GNEN NEGATNE A.S.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DEIERIBNE MANuuM Spµ FOR WALL MGUNIWGS (TOP/BOTTOM) OR FLGGR/CDUNG: GIVEN A POSITIVE ASD. DESIGN PRESSURE RATNG, DETERMINE 1 IMUM SPµ 'L+' FROM SCHEDULE GIVEN A NEGATVE A.S.O. DESIGN PRESSURE RATING. DETERMINE uAKIYNU SPµ -L • FROM SCHEDULE. FINAL INGMIUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN 'L+' AND 'L (3) PROCEDURE TO DETERMINE MAKINUM SPAN FOR COMBINATIONS W BETWEEN Y7ALL MOUNTINGS W/ FLOOR/CEILING MOUNTINGS: FOR A OMEN POSITIVE ASD, DESIGN PRESSURE RATING DETERMINE: L1+� MAK. SPAN MR WALL MOUNTING NSTAI3ATION5. i, L.f. MAIL SPAN FOR FLDOR/CETUNG MOUNIWD INSTALLATIONS. FOR A BITTEN NEGATIVE ASD, DESIGN PRESSURE RARNG: DETERMINE: L,-- MAK. SPAN FOR WALL MOUNTING INSTALLATIONS. L.-. MAK, SPµ FOR F100R/CEUNG MOUNTING INSTALLATIONS. RNAL IADOMU4 ALLOWABLE SPAN 15 EOM TO ME MINIMUM BETWEEN 11+•, 'L2+ : 'L1-' AND 'l2-' IT SCHEDULE WITH FINAL NAWMUM AND NEGATIVE AS.D. DESIGN TO DETERMINE MAVWM ANGNGR HV. BADE #1 W/ OR W/0 ITV. 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