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HomeMy WebLinkAboutSET UP-INSTALLATIONRDION ER SYSTEM NGINN N MIS CT I. BUILDINGBN000E�1US AACCORSNgONN SHUTTER SYSTEM CASH L. NOT BCE INSTALLED ATNHOHWYpR P.EO.) H.19 BEEN VEWFlm MR W PUANCE IN ACCORDANCE WBN ME 2DI7 (6N EDITION) OF ME FLORNA HU E ZONES. DESIGN WIND LEADS SHALL BE DETFAYNiD AS PER SECTION IWO OF ME ABOVE WENTMED CODE. MR A BASIC WIND SPEED REQUIRED BY ME NMMMON WHERE SHIIFIEI WILL BE INSTALLED N11N A OIRE0110NN11Y FACTOR Ke-02% USING MCE 7-10 AND 5NN.1 NOT E2CEED LIE 10MMUY (AS.D) DESIGN PRESSURE TIMINGS WMMTED ON SHEETS 11 MRU 15. 19 & 20. W ORDER TO VERIFY ME ABOVE CONOREN, DLmHATE DESIGN WIND LINDS DETERMHED PER /SCE 7-10 SHALL BE FIST REDUCED TO DSO. DESIGN WIND LOADS BY MULTIPLYING MEN BY 0.6 IN 00070 COMPARE MESE W/ MAIL (RSA) DCSSN PRESSURE FIXINGS INOK00) ON SHEETS 11 THRU 15. IB & 20. N ONDEN TD UEtlFY THAT COMPONENTS MID MCNONS ONTHIS PEA. M TESTED. WERE NOT OVER STRESSED. A 33 i INCREASE IN ALIYA OBLE STRESS FOR WIND LEADS WM BILE USED IN THEIR MMLYSS HOMER. A WINO DURATION FACTOR CO-I.eo WAS USCG FOR VBOnwovi Or FASRNERS IN me. BEROA H.V. ACCORDION SHUTTER SM'IEWS ADEQUACY FOR WIND MID LARGE MISSILE IMPACT LOAD HAS BEEN VEMIFEp AM REPORTS W ACCDROMCE WITH SECTION 1609.1.2 OF THE MOVEE uWTIONED CODE MPEN -NV BLADE O /0214.01-01, J015.01-0 . 11004.01-05, 14214AI-05. 10317.02-06. /D609AI-10 MD 10210.01-11 AS PER TM-201, TM-20a AND TM-203 PROTOCOLS AND ASTU E-18e6 Are E-1996 STANDARDS (MISSILE LEVEL D. ME ZONES 1. 2 & 3) & 01220.01-10 AS PER TAS 201. 203,& 203 PROTOCOLS LARGE MISSILE. -HV WMCOW RUDE 9 00505.D1-09 AS PER ABM E-IBe6 MD E-1996 (MISSILE LEVEL D. WINO ZMM I. 2, 3) BASIC PROTECTION ONLY AND 1 02541-M AS PER TM 202 PROTOCOL 2. W BADEO AND IN WWOCW BLADE ® ME E COEGUED TO WON( IN UNISON WMH EACH OTHER UNDER ME GENERAL URRATIONS AND CONDITIONS OF USE INDIGRD ON SHEET 19 3. BERTHA N.V. ACCORDION THIS (NV SCREWS), USED At IMAGES KNUGIKL AND TOR DIRECT NNW CONNECTION TO TRICKS SHALL BE 114.2,75' MO #14.1.75' RESPECTIVELY, 410-W STEEL MINIM SERIES STAINLESS EL SCRENS MAIM 135.0 kel M LD STRENGTH AND 1 0 kM TENSILE STRENGTH; PAS GNP" BE COATED MAIM BERTHA W OACIRCVHM1D COATING SYSTEM M MANUFACTURED BY MPM COATING MPIICATORS. REGISTERED law IMMCAN SHUITEIL SYSTEMS ASSOCLCnON. PINS MUST BEAN ME HN MMONO ON MOP HEAD. 4. ML ALUMINUM EOTUSION5 SNALL BE A AN M ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MRDMUN MEED SRtEOTH MR 60&5-Te M10Y 6 3O0 kai AND 33.7 kW MR MS-75 ALLOY. 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AS BURNS OR CORROSION RESISTANT CLAMED CARBON STEEL M PET DIN 5DDIe W0H ED IM MIN. WELD SRENCTII AND 90 kM UN. 1ENSILE MERCK MD SHALL COMPLY W/ FLORIN BUDDING CODE SECTION 2411.33A. 6. BOLTS TO BE ASTN A-707 CIL' VMQOD STEEL. OR ASI 304 OR 316 TIRES NvNLMS STEEL WITH W ,M MINIMUM MELD SMM M 7. SEE THE FOILOWN SHEER FOR ANCHOR SPEanCAHONS. HV STAGE O : tZI3,14.15 AND 20 NV BLADE O. & O WORILW6 W UNISON: 12. 13 & 15 & INS BERT A H.V. AGCURVON SHUTTER SYSTEM GEMS A U.S PATENT 1e779.582. COMPONENTS OF THIS APPROVAL ME COVERED. IN WHOLE M IN PMT BY U.S. PATENT J5'45%I79 ISSUED TO EASTERN METAL SUPPLY. WC. 9. IT SHALL Be THE RESPONSEIIIFY OF THE CONTRACTOR TO VERITY THE =MOMS OF ME SIPULTURE WHERE SNumn M TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEµ/G,LILM ALL SHUTTER COMPONENT EDGES WMCH NEMAW. MRU FASTENING W CONIINUGILS MWAGF WITH 11E BUILDING TD PPEVEiIf WJN/RIIN INTRUSION. 10. EACH UNIT MUST PEAR PERMANENT LABEL IN A WSBLE PLACE WITH WARNING NOTE: DURING PER00S OF HURNCANE WMNINM HOME OWNER, IE11Atlf, OR DINERS, MUST pROPENLY CLOSE ALL W MID NO CENIERIMIFS AND ENGAGE OR LOOK ALL WAND NO LOCKS. It. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A REAOLY VISIBLE LOCATION AT NOOOROION SHUTTER W ACCOROINCE WMH SECTION 1709.9.3 OF FEDRNA BUILDOIC CODE ONE USEL SHALL BE RACE) FOR AIRY OPENING. LABELING TO COMPLY WITH SECTION 1709.91 OF ME FLORIDA BUILDING CODE 12. BERTHA H.V. AMORION SHUTTER SYSIEM'S INSTALLATION SLAL COMPLY WOH SPECS INDICATED IN M5 DRAWWO PLUS AW BMW MD ZONMC REGULATORS PROVIDED BY ME JIIRISOCI ON WHERE PERMIT IS APPLIED TO. IS, (a) THIS PLO. PREPARED BY THIS ENGINEER 5 GENERIC AND DOES NOT PROVIDE INFORMMON FOR A SIIE SPECIFIC PROJECT; La. ,NETO DIE SITE CONDITIONS DECREE FROM FIE P.M (&) CONTRACTOR TO BE RESPONSIBLE FOR TIE SELECTION. PURCHASE AND INSIAMAnON INGLUDNG LIFE SPREE of M5 PRODUCT, BASED ON THIS P.M. PROVDED HEISLE DOES NOT OMM MM ME CONDITIONS DEEMED ON MS DOCUMENT. CONSMAPDH STEELY AT BILE 5 ME W WRACTWrS RESPoNSIRIRY. ((P) THIS P.E.D. COIL Be CONsaxwe OMAND B ALTERED BY ANY MEANS RESPONSKME FOR ME PPOPEF USE OF THEPE.& ENGINEER OF REM". AGED ITT A FLORIDA REGISTERED ING AS AANEER ODEE�D ENCT OWCEA TO MCH M E PPME ME ONGINEER OF RECORD F . MONETT 9MLL SYBYR TO TNI� FoR ME UliEn ME SERE B %TLL FOH REMEW. (0) OIDGONL PLD. SHALL BEAN ME DATE me ORGIWL SEA. AND SIGNATURE Or ME SCANNED BY St. Lucie County MIGNEER OF RECORD THAT PREPAEO a. M17 "CO. INC. V" Dec •, < IT O 6PTILUT TESTING & ENGINEERING COMPANY ' � AA N!3 nW. 6Lq n cI. •"• VPmw cuwwT, namA AI -197rmTeR—r�.4a--k PAor� : a051671-,530 . Faa : (]051aH_,531 TABLE OF CONTENTS GENERAL NOTES SHEET I SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SNUTIEA ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW RUDE & WINDOW DETAIL AREA 2• HV 13AnE n AND HV WINDOW III An[ 61A (WHERE APP I dB C TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 VlSUWTION DUALS A-F, CONCREIE/BuNeR SHEET 6 INSTAUATION DUALS G-M, CONCRETE/BLOCK SHEET 7 CEWERMATE DETAILS W SLEEP 8 CENTERIATE ALTERNATING DUALS Try SHEET 9 END CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK NUT 14 ANCHOR SCHEDULE- WOOD SHEET IS INSTALLATION DETAILS M-R. WOOD SHEET 16 WSTALLABON DUALS S-K, PaOD SHEET 17 END CONNECTION DETAILS 7-12 & K. WCOD AREA 3- HV WINDOW TRADE 0 SHEET 18 ONLY TYPCAL SHUTTER ELEVATION AREA 4: MY WINDOW R AD Cii ONLY SHEET IS INSTALLATION DETAILS. META MD WALLS sum 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Accordion Shut RV. ®AIDE ®1 W/ OR W/O ITV. INC No DOER US PATENT ®5458179 V WINDOW BLADEz OF USE OF GLAD ON SHEET 19 OUAUFIEO FOR USE W/ HV LOW r o• ei 1.696' R 11 HV CEILING HEADER 0 UFlEO FOR USE W/ Iry BLADE 1 ONLY BEE SECTIONS FOR VAJ.Iq 6063-T6 ALLOY AND TEMPER 1 30HV-01YERSAL F OATE QUALIFIED FOR USE W/ W BIADE01 5005-75 ALLOY AND TEMPER 0 HV HE[ADER SILL QUALIFIED9GSRTb AL& AND Q TEMoEP ONL OOUALFlED FOR U E W HV � 6063-T6 ALLOYEAJ1 TEMPER. ©HV WALK —OVER TRACK QUAUFlED FOR UJE W/ W BLADE I W63-T6 ALLOY A O TEMPER %YN T WY 1wt 1' 1' .Dal' IDE ANGLES ED FOR USE W/ W ALUMINUM ANGLES BLADE OI OUAUFIEO FO$ USE W/ HV 6 ALLOY AND BVDE 1 ONLY. 6063-TB ALl Y AND TEMPER COMPONENT A B it M © 2 5' YIIC 1/B• 1/6 ' Q6 2' 9• MAR 0.1P2' OJ92' I9 2.5• 7• um 0.190' 01I90- 2' S' YUf. 0.139' 0.131' OS HV 9O'f1SW STARTER OUAUnED OR ,USE W/ W BLADE 6060-T6 ALLOY AND TEMPER 99A' 842 g 12 .920 09 HV TRENGH TRACK OUAUFlEO fOR USE Y!/ HV BLADEQ ONLY. @ HV RAIN • ARD 0VAUflEO FOR U($)E NV W/ 6063-T6 BLLO EX TEMPER, (I• 11G.,W 1 " �((/gyp 02017 T¢TECO, WC 02017 EASTERN UETAL SUPPLY, INC. ER V,M 1�E C A�S�S�A� Accordion Shutter System / i American Shutter lems ncs HV. BADE pl W/ rR W/O HV. WNOW/ B UX TIWi TESTING a. x msrAvnox w1T wax ar: 1S S TArI, GF ; & ENGINEERING COMPANY Wa xi au y 9.. JM, xwu aA®py, r1aiDl al! AesODlatfon. Inc. r oLn 13-0&5 2l I wla a7/27/17 �S '�RIDP"ra�1ALL PAmF : C05R71-Im. Fn : (=1e21-101 mialwoa'io'. 4268 Westroaas Drive V7eet Palm Beach, FL �J4O7 3 T DRASWING No ', s/�N9� `; xµOPowA. 1 / — 1 07 D c gar. f,�)G�1 . k / NI6TE. . _..-_ k '.tt HV CENTERMATE FOR USE W/ NV BLADE@& 6063-T6 ALLOY AND TEMPER (041 HV MALE E4VA W 't'l I OCKER FOR "T LOCK u7l: ou6Tr OUAUFIED FOR USE VI/ HV BLADE 1 ONLY @ HV FEMALE "T" 0 K ENTCauATE QUALIFIED FOR USE W/ HV BLADE i ONLY 6063-TG ALLOY AND TEMPER O OVAunED FOR USE W/ NV BLADE ONLY 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMP[[ffFF sar 3HD CEN OVAUFOR USE NV D 6063-T6 ALLOY AND TEMPER ® LOCKING RODS QUALIFIED FOR USE W/ HV BLADEQ 6063-T6 ALLOY AND TEMPER 3.181 A I 6 {re. �.4 �3 HD CENTERMATE'c RT pUAUFlED iOR USE W/ HV BIAOE 1 @ (g 6063-T6 ALLOY O TEMPER t1/3' 4� CY1j4•P HV 1/4" L6— 0 AI I 304 FRIES 3 S. THUMSSrREWc QUALIFIED FOR USE W/ FN BLADE Q iq HV "T" LOCK OUAUFIEO FOR USE W/HV BLADEQI ONLY. i HV EGRESS LOCK OUALIFIED FOR USE W/ HV BLADE 10 & (Co ONLY. TB' ID' h ..0' AFTER RNEIING BEFORE RONG 1/4"0-20 RIVN IT" (ON-U ALLOY) VAM RAVG[ TaN UP. AS NNNFACNNea W A ee, Do. Nrw J on% ON LW IL f HV ALTERNATIVE LOCK QUALIFIED Fog USE 1Y/ HV BLADE 1 ONLY. 0875. MK 1 Aw W.. TNuu6ruwN CYLmD[R DR KEY In GYLmoEN I I JB' uN.. ® HD LOCK BY REGENT HNOWME MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK - OUAUFIED FOR USE W/ HV Si �A ,1111=`�TTIrFE[�/ry_ :1 g *; OF Oxon mrzfL, as IL E C O EHQ. TILLIT TESTING & ENGINEERING COMPANY ma "• ua M. s� wa .+w,u ems. Ram, Sv wm.: (ms)mI-1sw . Fo.: (=)3N-1uI _.. "irwe" ®-ooc6T:o IN a Ntlr Jr. P.E. ILONOA Me 1 44167 American Shutter S stems T Association, Inc. 4268 Wei ads D&. West Palm Beoch, FL 73407 02017 FASIERN UOAL SUPPLY, WG Accordion Shutter System RV. NME bt W/ CR W/O ILV. VAN" MADE n. aFGMmoN eAtt OPAxN e.: L.e I a0 15-083 T 7 1 um o7/v n _STATE .,• Ay ,C ' rl` .:[ p,.•'' L' (` OgiD a� IL ' s ni1l"1 c�j�iQ�� 1I P.F •SFA/r/4fikATIIGF'innTe 2 a DRAWING No T %�' O' A a SHUTTER ASSEMBLY SCHEDULE FOR HV HV IQ HV BLADE 1 ® HV BLADE IA ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING HV NYLON HAT WASHER HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"x3/I6" THICK NYLON WHEEL. 0.188.0 AISI 302 SERIES S,S. RIVETS ® HV 1 3/4- ACCORDION PIN W/ j8 HEAD ® IN 2 3/4" ACCORDION PIN W/ #8 HEAD © POLYCARBONATE IMPACT RESISTANT HV WINDOW .l i��rin (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(ID OR HV A BLADE. ;2) HV PIN ® MAY BE USED IN UEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV lO 3LAOE WHEN CORRESPONDING TO INSTALLATION "II", SHEET 7. :3) HV PIN ® OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. ,HEET 02017 D nM. D4C. IL�E O a. TILLN TESTING & ENGINEERING COMPANY WSf aw. -n a en. ]m. ulewLr oVaa4 now' Peen. a (SW)a11-twe . raa (J Ivi-1U1 e-=. wlmoDe= re-aa]6)IR W&NDI A 1Wlf Jr. PM naw Dc T 44157 12- M. CE TO E T P L� 5 E 1 .t B)5'IT�' — S Iry WIx00lY BLAaE .0625' A8Y5 .O6)5- BLADE'S •a OPTMN t875' Y wuao.E .0625 -� MT P6RfIpN i i RI.7 ] W M 02 750' X 2 7/e' M IN MtNDOW I BEM'RII SEPMMwj aJ. .069' 10625- 47500' OPSORGS N ON 21/e )' C1EAR •, E s- TYPICAL HV WINDOW GLAD h POLYCARRONATE HV WIND OW- N.T.S. * POLYCARBONATr IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE 12MIN, EE RESINS, UV-STABIUZEO GRADE OR SABIC lO IRAtt BD u INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F ON SHEET 19). EXTERIOR POLYCARBONATE SOURCES FOR rNlar01[ roar rmnL. rwrLRr4s mxa6o mrvma �Am e aArru zaLnc wmn uDJLwraM uw my mu m/ ' eM6 lomt 1mn smvaM la➢1 oeo Moo P+. v.x4 NaL nu rve swram u 1mo amv vreo nxe ... ,a.00 w nmmu mus am one ].eavo nu veam w ,amm OOR •fn oxa 1e rt-eM tT rt-m/n u,o¢ Doan+ un owJ ma • ux ar Puna am o-1 aaa o-1 aaa sw'. rsmoa a5n omv N Lao • vev T m o,m rums mmam Aran eG1xLRM nrr, w vxv TDH[ m105s eeala aunava:o .rn w 6,61 w eeeo wa S A..S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 OR W/O HV. (AWING No 17-107 ®•0a �1t_ ����►rre_ina�t�����_ n III ('N,.I 1 I I I•�,. I�� III G v 4 s n I 0• ®a�w©. O7 w®w10 •�� T-O - ©w©-O '®w TYPICAL M1 HV BLADE SHUTTER ELEVATION N.T.S. ONE HV LOCK 'ET a @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANT SPAN •'2 OF SHUTTER SPAN FOR SPANS UP TO 105', AND FOR WST TIONS T At0' i MAY BE USED AS µ INSIDE OR OUISRE LOCK, ATFACMEO I, OR I A 1/2- LONG FIAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INOICAffe-OF 2. IF OCKS OR am R FOR SECURITY PURµ POSES, UP TO iWD 1HVAa LIUY BE USED ASINSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTS= Y7 OR O2 SNNl BE AS IRO / —"OVV' LOCATION 0E AS INDICAT ON MILL SHUf1ER FIEVADON. LX AA�� % Ug I W/TWO NV ^"" LOCKING R005 µE NOT REQUIRED AT URRICANE POSITION, BUT MAY --�.r°'R3 BE USED IF OESIflED TO ENHµE SHUTTER PER iO LIANCE. LOCNINO RDOS OR AN ALTERNATIVE DEVICE / MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION), 4. 2 ONE NV LOCK (D 0• S BE USED AT CORNER C R ANY SPµ µD INSTALLATIONS AT TFQtMT10N-HY{6G UISIOE OR INSIDE LOCH, ATTACHEp TO �3 CORNER CENIERNATE W/(O 1/ 0-20 v 1/2' LONG MT HEAD S.S, M.S. WO LOCKING RODS AT TOP & BO M SHALL BE USED. LOCATION FLOCK SHILL BE AS INDICATED ON MILL SNURETR ELEVATION. NANYNs SHUTTER SPAN SHALL 8E DEIFAMWW AS PER SCHEDULES SHOWN ON SHEET 12. M 5. 9 ONE ALTERNATE NV LOCK LQg MAY BE UE IN UEU OF IN LOCK or FOR PNY SPµ µ0 P INST TIONS AT ANY ELEVATOR. ALTERNATE LOCK IIAY BE USED AS µ NSIDE OR OUTSIDE LOCK ATTACHMENT OF 1/4-0-2DA3/4- S.S. THUMBSCREW TO ®OR CEM 30AATES SMALL BE MADE W/ 1/4'C-20A3/4- ALUM. $�� RNNUT AS SHOWN ON SECTION HVE, SHEET B. ON LOCK SHAD. BE USED AT 1/2 OF SHUTTER SPµ OR TWO LOCKS AT 1/3 OF SHIFTER SPAN. B. NANGTORY CONd11ON /3 roR KFlRr1HE MOUNTING War lN♦ NB• ONE HV LOCK 6 Or C or ® SHALL BE USm AT 1/2 OF SHUTTER SPµ FOR ANY SPAN OR 12- ABOVE OR BELOW 1/2 OF SHUTTER SPANFOR SPANS UP TO 66', AND FOR INSTAIIANS DOAT ANY MAYOR. I(8 AA LOCK or ® m ® MAY BE USED ASµ INSIDE OR OUTSIDE LOCK, ATTACHED TO 6.0r 0 SYMMETRICAL CENIERNATES W/ (2) 1/4'-20 A 1/2' LONG FLAT HEM S.S, M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON MICAL SHUTTER ELEVATION. USE OF LOCKING RODS ® W/ �i OR ® TOP AND BOTTOM IS COMPLETELY MANGTORY. OF CORNER *NOTES ON HV "T" LOCKS AND PNTERUATES- CENTERMATE ALA, rwr mTrawTr la r lnew ,... e�,..-..,, �.. .....,. ..�.-. ......_ • 1 1/2" LONG S.S. TI /B' RIYNUT MAY UK RODS TOP AND 12' *NOTES ON HD 1 1ND �a1( �3W[ ND LOGRCYSs1E5& (S�CaEqNTE@/ArsATES- CAILCSH E ALTERNATE HO LOCK® WYBE USED IN UEV Of AND 061AU VIONS AT ANY EUCVATKNL ALTERNATE ND LOCI( ® MAY BE USED AS AN INSIDE OR OUTSIDb LOOL ATTACHMENT OF NO LOCK TO 5� IS w/ 3 /B . ]/B' F.H. S.S.N.A. µD INCLUDES flDNFORCEMENT INSERT AS SHOWN ON SECTORS N0B- µD•Yi DC-IaS, SHEET 10, LOCH MAY BE INSTAMEp AT NIDSPAN OR 12' MAXIMUM BELOW OR ABOVE MIDSPµ. USE OF LOCIUNG ROOS @ S CONPIErELY OPTCNAL T I'L•�P•'�jCENSF ' / • *.' y '•. F %: • p lYl a2017 NLRW. UX. IL E C O Eqc: TILLR TESTING &ENGINEERING COMPANY w77 H.. wa. st m,1 x—r wm js rLew. u1 (7as)w1-Ism , ro.: (ms)s71-1771 -mw: Im4eooaotraw wulq.iTO00Iw°'r'i,,P,a rA fLA Ul / 41167 A■S■S■A■ American Shutter S slerns Y 260 alat(onr Inc. 4288 Wastraads Drive West Palm Beach, FL 33407 02017 EASTERN METAL SUPPLY. INC. BERYRA Accordion Shutter System KV- RAM pi Wr OR W/0 RV. VADON R.ADE . N nssa®now a owTm la: La 1 aD is-o85 M I wm o7 27/t7 mI •%.0,Y/ • IR 1L1 -- �ONALEN6rll' • r RF cCAi7L11RK�imF/nATc s s DRAWING No 17-107 curr. . s PoURED NORM ANCHORS POURED CONCRETE POUREDPOUR CON All (SEE SCHEDULE ON CONCRETI SHEET 13) OR CONCRETE BEOCK REWWFD 1/{•0-20v3/{• S6. REOUWF�D i� REOVaIED CONCRETE AYHGRS r' fw 1©1 B &&_ HUE a T,,u e. sNnr A I i,% / ,. CONCRETE ANCHORS W E SCREW] '(SEE SCHEWIF ON W/ 1/1•-20 SCHEOUIE ON SHEET 13) / �' I % % SHEET 13) NUNS a 12' O.C. SCREWS EO O IM• .___. USING 1/4-20 HMS ' 1 j2. I '12. E. n• i 25G• ue+. ,___c �E. 3 w 5 /. .` �__ D.• I l .7 -__ •/ 260• Nev: ' CY0.� / 13 ONQ .210• Mc{. oPnOHNA Iva SDA•NQI CNuI[9N0 w�-OPIHWA RNII � 1H I OR ®Y' 1 NW. 6EPA Mbf TO GIASS I MISTING MIN. SEP VN TO GIAS I I ETOSTING GNA55 (SEE �1•EDULE on SHiEET 11) -(SEE SCHEDULE ON SHEET 11) ASRI✓G CUSS —i I I ©HV WALL H EAD R INSTALLATION O (g) HV WALL HEADER INSTA 1 eTI0N + KEYSTON EaTSTWc .— aAs N uW. SEPARAD TO cuss R Owq �� H 1 OR �� ' ' 1 ON —(SEE SCNCNM1I ON SNEEf 11) EYSTWCJ 7 L ,IimYN.a.¢my0 I BE SMIA UE ON TOMASSI r(SEE SMEWHL ON SHEE/ 11) GUSS a sm Hv rw IiI76QY® 11j d i FIOSIINC I/ , OPDOTW. Ir XlrE17T IfLL fOPDONAl 1/4•Nov. ? •' _ 111 ay. G O.•( I 4 I I 4 O3 w0 I 19 LIE 1 ?'13 ON 12 IH•o-2a.iN• S.S. �� j Hi,,. —/—,t µ/ T�w 18 EO %HR TRUSS HEIR MACHINE SCREWS USTUG % i . / �_) 1/{•e-20A/A' S.S. P HOLPS CONCRETE ANCHORS TRUSS HEAD WCHINE J (6EE5CHEWNORM tE ON ` U N 6HEn 1]) 1//•-20 NUTS O 12. O.C, SCREWS (SEE SCHWULE ON W/ 1/{•-x0 hRNS O 12. O.O 00NwElE JRTC ELM, , u1n. POUREO CONCRETE SHEET IJ) OR CONCRETE BEOCN 01RNE0 ODHV WALL SILL _ INSTALLATION � uH`)EaiLE` ONI REQU ammNwETE OHV WALL SILL INSTALLATION OR CONCRETE 810" WAu REMMED O HV WALL SILL INSTALLATION RCOMBINATION OI'SrrSN SHEET fTW INSTALLATION DETAILS W/ { iYPol1 SMUITTI R MNG SECTIONS CAN BE CONBWEO • L 0. � EDGE DISTANCE (SEE 6PECIEICARONS ON SHCEI 1J) • RIDESEE �AONNSHW 1S OF 9 FOR EJ `' llJ H Y BLADE NAY TO SUR ANY WSFA TERN, r rrr 1'' Ar\• T! '' FLORIDA BUIDINO CODE. Non N(g11 Ve)oGRy Hurricane Zone �If• �CENSF••.N'/yD TS• 00017 TITLCO. W.- 0201x EASTERN OEQL SUPPLY, INC. vA1A\AA 4 C 7 C1, �L_I_ r c o A �c+ Q pp Ili■ V■ V A. ion ,N Accordion Shutter System NV. RODE #1. W/ OR W/o H.V. WM W RAGE Q TILLIT TESTING a ENGINEERING COMPANY American Shutter S slams Y " 6acelrnax oart GRAn ITn w. =- ,O ••., L QEi' { OR1D aEL Hall Ne. am. fti u. Jea, a305)8 I1153 we Association, Inc,.1 QD 13-0BS ) 11 D / ODD 07 2T 17 / - f . F. Pne�e : (]D.-.wIsw . 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W & X & M 0 MAXIMUM SHIMER SPAN 'Lf OR -L - FOR INSTALLATIONS IWO WODO SH)LL BE MITI TO 105 PI. A£D. DESIGN, PRESSURE RATING. t M7 CORNER CFNTMOATE /] My BE USED AT ALL MOUNTING INSTALLATION£ LOCKING SPECITIGODONS SHALL BE AS INDICATED ON MANDATORY CONDITION /2 NOTE 65. SHEET S. tt"cEPT THAT I"Um SHUTTER SPAN 'L+' OR T.--' AND MAXIMUM AID. DESGG PRESSURE RATING TOR INSTALLtn0115 INTO CONCRETE OR CONCRETE BLOC( S4U, BE LM11ED AS FOLLOAS 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64.-72 P.M. AND 8'-0' SPAN. SEE MOUNTING©ON SHEET 7. SEPARATION TO GLASS SCHEDUL WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" n HV BLADE 02017 TXTECO, MC IL E C O FtEa. TILUT TESTING & ENGINEERING COMPANY em u.I,. ]e:n st Nw Tao. vAma a.wmq naAaA u PMn, : MOSIe)1-HUT . io, , bPSXa)I-IIDt L. P.E 44167 AnIS SwA. American Shutter Systems Association, Inc. 4268 Westroaas Drive West Palm Beach, FL 33407 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE ASD. DESIGN PRESSURE RATING. L-: HAIL ALLOWABLE SPAN FOR A GIVEN NEGATIVE &S.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEWNG: GIVEN A POSITIVE &S.D. DESIGN PRESSURE RATING, DETERMINE MAXINUM SPAT 'L+' FROM SCHEDULE GIVEN A NOCAUVE ASO. DESIGN PRESSURE RATING, DETERMINE MAOMUTA SPAN -L FROM SCHEDULE. DNA MAXIMUM ALLOWABLE SPAN IS COWL TO THE LAU154UM DETERMINED SPAR BETWEEN 'L+' AND 1--' (3) PROCEDURE TO DETERMINE MAXIMUM SPIN FOR COMBINATIONS IN BETWEEN IVALL MOUNTINGS W/ ROOR/COUNG MOUNTINGS: FOR A GIVEN POSITIVE AS.D. DESIGN PRESSURE RATING: LI+= MAX. U+- MAX. SPAN FOR FWAILLOG MOUNTING MOUNTING ATIDNS. I]i- MA%. SPAN FOR F100R/CEIUNG MOUNTING INSiALLARONS. FOR A GIVEN NEGATIVE Asa. DESIGN PRESSURE RATING: DETFAYINE: LI-- MAX • SPAN FOR WALL UOUNTING INSTALLATIONS. U-- MAX. SPAN FOR FLOOR/CERING MOUNTING INSTALLATIONS. FINAL UAXMU%A ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 'LI+', 'U+ . 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