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HomeMy WebLinkAboutSET UP-INSTALLATION1. BERTHA H.V. ACCORDION SHUTTER SATEM SHOWN ON THIS PRODUCT EVALUATION BOCWEM (P.ED.) HAS DEEM VERIFIED MR MUPUANCE IN ACCORDACE WITH ME 2017 (CAW MMON) OF ME FLORIDA BUILDING CODE FINS ACCORDION SHUTTER BMW SHAM. NET BE INSTALLED AT HIGH WLM HURRICANE ZONES. DESIGN WINO LOWS S1WL BE DETERMINED AS PER SECTION 1520 OF THE ABOVE MENTIONED CODE FOR A 819E WIND SPEED REGMFIED BY ME JURISDICTION WRERE SHUMEN WILL BE WSTFL LEO WITH A aRECROWUIY FACTOR K0-0.8.5, USING ASCE 7-10 AND SHALL NOT EXCEED ME MAGI (AS.D.) DESIGN PRESSURE NARWT INDICATED ON SHEETS 11 THIRD 15. 19 & 20. W ORDER TO VERIFY ME ABOVE CONDIRIXI, ULTIMATE DEACN WINO LOWS DETERMINED PER ASCE 7-10 SHALL. BE FIRST REDUCED TO A.S.D. DESIGN WIND LOAM DY MULTPLWHG MEN BY 0.6 W ORDERS COMPARE THESE W/ W. (RSA) OE91CN PRESSURE RATINGS IWICATED'ON SHEETS 11 THRU 15, 19 & 20. W GREEN TO VERFY MAY COMPONENTS Me ANCHORS ON THIS PZIX, AS TESTED, WERE NOT OVER STRESSED, A 33 X INCREASE IN ALIDWNIE STRESS TOR NAND LOWS WAS Nos USED W MDR ANALYSIS HOWAFA, A WND DURATION FACTOR CO­1.60 WAS USED TOR VEWMDAON OF FASTENERS W WOOD. BERTHA N.V, ACCORDION SHUTTER SYSTEIR'S ADEQUACY TOR WIND AND URGE UISSRE WPAEF LOAD HAS BEEN VEPoFIEO M ACCORDMCr MAIM SECfgN ITA9.13 Or ONE ABOVE MENTIONED COOS AS PER ATL REPORTS -INV BIME.Q 10214.01-0 . /071501-03, /IGO4A1-W, 11214A1-05. 10317.02-06, /0609A1-10 AND 10210.01-I1 AS PER TAS-201. TAS-2D2 AND TM-203 PROTOCOLS AND ASTM E-IM6 MO E-1098 STANDARDS (MISSILE LEVEL 0, WIND ZONES 1, 2 & 3) & 11220.01-10 AS PER TAT 201, 203 & 20 PROTOCOLS LARGE MISg,,E -HV WINNOW BLADE (D /OSUS.UI-W AS PER ATM E-'WS AND E-1996 (Massa LAAEL D, NANO ZONES 1, 2. 3) BASC NOTECOM ONLY AND / M541-W AS PER TAS 202 PROTOCOL 2. 1W BLDE()i AND HV WMDDN BLADE ® ARE ENCWEERED TO WORK IN UNSON WITH EACH OTI(ER UNDER ME TENETSµ ILMOIATIONS ANTI EMOTIONS OF USE MOLTED ON SUET 19 3. BERTA H.V. ACCORDION PINS (W SCREWS), USED AT BWES NINCKIL AND FOR DIRECT MOUNT CONNECTION TO TRALGT SHALL BE 114,4.75' AND #14.1.75' RESPECTIVELY, 410-M MNMUN SERIES STNNIFSS STET. BERTHS WITH I= W WIR ESTRENGTH ARE 150 W TENSILE STRENGTH, PEA SHALL, BE COATED WIN BERRIA W DACROS nUG COMING SKIEM AS MANUFACTURE BY COMING MMUCAMR6, REOTTERED WITH AMTRCAY SHUTTEN SYSTEMS ASSOCIATION. PINS MUST BELT ME HV WAKING ON MR HEAD. APPROVE 4. ALL ALUMINUM EXIIGAIONS SIVLL BE AMIUWW ASSOLYATION AIRY AND TEMPER AS MOCATE ON SHEETS 2 AND 3. MNWUU WELD STRENGTH FOR 6083-T6 ALLOY IS 30.0 IN AND 35.7 W FOR DOES-15 ALLOY. 6. Al SCREWS TO BE STANIFSS STEEL 304 OR 316 AS1 SERIES OR MM0 SIN RESISTANT WILD TARSON Mes,, AS PER DW SOOIB WIT, 50 IN, MIN. WELD SM , M AND 90 ht MN. MITENSILE STRENGTH D SEOUL COMPLY W/ FLORIDAFLOR DA BURLI NG CODE SECTION 2411. A4. 6, BOLTS TO BE AEON A-307 GM.VAN200 STEEL, OR AIS1 304 OR 316 SERIES SMRIESS STEEL WIN 35 W UM M WELD STSI 7. SEE ME FOLLOWING SHEETS FOR ANCHOR SPECBICIIONS:W BUDE Q : 12,13,14,15 AND 20 HV DUDE() & ® WORT W UNISON: 12.13 & 15 & THIS BERTA NV. ACCORDION SHUTTER SYRTN BEANS A US. PAT" /6779,582. COMPONENTS OF THIS APPAOYµ ME COVERED, W WHOLE ON W PART W US PATENT 15'4ML179 IS,,M TO EASTERN METAL SUPPLY, MC. 9. I SHAL BE THE RESPONSWRIT K THE CONTRACTOR TO VUWY THE SOUNDNESS OF THE STRUCMAE WHERE MUTTER IS TO BE AWA,,M TO MSIIRE pKpM ANCHORAGE CONTRACTOR TO SEN/a AL SHUTTER COMPONENT EDGE WINCH NTUIN, THRU FASTEAa,0 IN WNINUOM CONTACT WON THE IMAGING TO P,,,, 1T IFNO/R4N IN,MON. 10. EACH UNIT MUST BEAR PERMANENT UAEL IN A VISIBLE PLACE WITH WMNNG NOTE: DURING PERMITS OF HURRCANE WARNINGS HOME OWNER, TENANT, OR OTHERS MUST PROPERLY CLOSE All IN ARD HO CENTCRWIES MO ENGAGE OR LOGE AIL. W AND NO LOCOS, It. SNMIER WNUTILRRER'S LABEL SIVIL BE LOCATED ON A READILY MELE LOCATION AT ACCDRIMEN SNURTN W ACCORDANCE W,, SECTION 17091 Of FLORIDA BNUIMG WIDE ONE LABEL SnAL BE PULED FOR AIRY OPENING. TABOURO TO DIMPLY WITH SECTOR 17M.9.2 OF ME FLCHRDA BUYING CODE 12. BERTHA H.V. ACCORDION SHUTTER SYSTEMI INSTALLATION BOLL COMPLY WIN SPECS NDICATED IN MR DRAWING PLUS ANY BUNTING AND ZONING MGUTATKMS PROLSDE BY THE JUNSOOTION WHERE PERMIT IS APPLIED TO. 13. (0) THIS Ple PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC FRE IECU Ie. WHERE ME SITE CONDITIONS DIMATE FROM THE P.E.O. (5) CONTRACTOR TO BE RESPONSIBLE FOP ME SELECNDN. WRCHASE AND IIATMUICH INCL000.G LIFE SAFETY OF MIS PRODt,R. BASED ON TINS P.EO- PRONDED HE/SHE GOES NOT DEVMTE FROM THE CONBMONi DEFAMED ON OHS DOCUMENT. CONSTRUCTION SAFETY AT SIZE M ME COMTORW'S pESPONS1BIlT'. ((a) MIS P.EO. WILL BE CONSIDERED MVMIO IF ALTERED DY ANY MUMS. AOESPoOSPECIFIC NSDILE FOR THE PPRROOPER USE OF THE P.M PREPARED ENGINEER OF A FLORIDA REGISTERED � ASRA DELEGRD Magna TO ME P.ED.ERCmNNpEFRNEpt OF EMM, o M, FOR ME PROTEGE AND WHO MARL BE REVIEW. SMALL SUBMR TO FINIS LATTER ME SITE SPECIRG DRAWINGS FOR (0) ORMI P.E.O. SMALL BEAR THE DATE AND CRIMINAL SEµ MID MUMIRE OF ME PROFESSIONAL ENGINEER OF RECORD THAT PREPARE IT. rak GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SY'STE11 COMPONENTS 21-37 SHEET 3 TYPICAL DNUTER ASSEMBLY 38-44 SMELT 4 TYPICAL WINDOW BLADE & WINDOW DETAIL AREA 2; HV 13env (1) ND W WINDOW BLADE elb (WHERE APPLIE;Agi }1 TYPICAL SNUFFER ELEVATION & NINES ON LOCKS SHEET 5 INSTALADON DEFNLT A-F, CONCRETE/ELOCK SHEET 6 INSTALLAMON DETAILS G-M, CONCRCIE/BIOCK SHEET 7 CENIERMTE DETAILS W SHEET B CFNTVWATE ALTERNATING DETAILS W SHEET 9 END CONNECTION DETAILS 1-6, CONCRETE/SLCCK SHEET 10 MR%IMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- W14METE & BLOCK SHEET 12 ANCHOR SCHEIR - CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDI CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD STREET IS INSTALLATION DETAILS M-R, WOOD SHEET 16 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECOON DETAILS 7-12 & X. WOOD AREA 3: HV WINDOW RIATIF (IAA SHEET 18 ONIY TYPICAL SHUTTER ELEVATION AREA 4: HV WINDOW R eD CD ON SHEET 19 Y NSALATION DETAILS, NETµ STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA ,V,I-\,. ,.... ;lfr✓: 02017 DITEIG, PIA. 02017 FASTEN UnAL SUPPLY. INc ,d 1�"vCFN4 ,9 R TM SCANNED L E C O E■C. A S S A Accordion Shutter System BY * ` ■ ■ ■ ■ HV. dME ®1 W/ OR W/O HV. WNVO8 MADE L , /6Fi ; TILLLT TESTING & ENGINEERING COMPANY American ShUBer Systems 9pslNFnex P.rt NMNx e+: Le St. Lucie County :'�c aM MW FL n. 9L B 0A Np µDI WI Association, Inc. WD 15-Res 7/171 MO o7/27 n Pn.: (3053 1-15v . Far : L Ww,-ImI 426N Wes...... M., s • Ae{` ••" •• A,fi '� [e �ooe`n w F°"A West IP91m, ORAMNG N9ss/eRAI .MTV^ A TMa 4,P.E. 4 17-107 PC FLORIDA U0. 144157 tO HV SO ID B A COVERED UNDER US PATENT 9 5458179 1® HV WINDOWBLArDF!/ OF USE OF BLAD ON SHEET OUALIF1ED FOR USE W/ HV 51.91) Rd 1• D63' ': e7o L6e6' Cal I IN HAD R C FIEO FOR USE W/ HV BLADE 1 ONLY, SEE SECTIONS FOR VALID 6063-T6 ALLOY AND TEMPER MY XMH t1 3' W Ax A• 3OHV UNIVERSAL FLOATER QUAUFIEO FOR USE W/ HV BLADEQI 6005-75 ALLOY AND TEMPER 1p HV HEADER/SILL QUALIFlE 6063RT6 PLEOG ANO BLADE PONL ALUMINUM ANGLES QUALIFIED FO$ USE IV/ HV BLADE UI ONLY. 6083-TS ALLOY AND TEMPER OOUNhIED FOB USE W HV BLADE 1 6063-T6 ALLOY TEMPER_ ©HV WALK —OVER TRACK OUAURED FOR USE W/ HV B AOE I 6063-T6 ALLOY 0 TEMPER LWPONEM A 9 TI 12 © 2' 19 2.5' )' 4AK o.140' 0.140' ® 2' O5 HV 90/18(r `STARTER OUALIFIEO f�R USE W/ W BLADE (1I 6063-T6 ALLOY AND TEMPER LOW 99A'.670 ex2 12 • .020 Q9 HV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADEn ONLY. 1� HV RAINGUARD QUALIFIED FOR USE W/ HV 6063-T6 AIM A% TEMPER. `-O'�fti'•.,•UJjI• ItLv Kw— q" � �jCENS�;•,f� j 5 %A�/� ? �' r -'^�D i t • F D P [ NFe a eAPhi[/nAT[ 02017 TMTECO. WC �L A■S■S.A■ ATBfIC011 Shutter Systems A88G81011Gn• Inc. 4268 Westroods Drive West Palm Beach, FL Jd407 02017 EASTERN METAL SUPPLY. M.AAAL R A -VT, Accordion Shutter System KV. BADE #1 W/ CR W/O NV. WNDON HAEE TIWT TESTING 8 ENGINEERING COMPANY °%NN. M'�'P. a�>53NA0'AOals. ltuu ule PAm•: (W1115)1-1.11. Fm: (3D5)871-1531 -mmi PI•eaoea.mm Fa-Dooen9 flOROA Ilu 0 44167 . N axM,,,e„ �, 1 GUI 13-OBS )]TI aMe O7/2)/I) x 3 DRAWING No 1 ....�.-. y PW! + IN01R —ARON ©LOCKER FOR "T" LOCK CENTERMATIF OUALIFlED FOR USE W/ W BLADE TOONLY 6063-76 ALLOY AND TEMPER t I DB3' 3^ a• 1 .• HV MA "T" 0K - QUALIFIED FOR USE W/ W BLADE I ONLY hoe]-T6 ALLOY AND TEMPER HE) CENTER AN. Wj NO E 1 LOCK@ A ING ROD (r2 5063 OUALFOR USE W NV BLAD08]-i6 ALLOY AND TEMPER ® LOCKING RODA QUALIFIED FOR USE W/ W BLADEQI 6063-T6 ALLOY AND TEMPER / 11 • � >9'0 6--ACE:) HV 5' ].181 6 R HD NT RMAT "; QUALIFIED FOR USE W/ HV BLADE 1 &(9 8063-Te ALLOY 4ND TEMPER Hr-/2y- .! ly. A-20 AISI 304 FRIES S.S. THUMBceREWR QUALIFIED FOR USE Y!/ HV BLADE 1Q Wr' b u O"" SIy rya ry P °e — (O G eN® PAMlD fbd Me. BRASS fY1RRN IeN� carte) HV R 0 K DUAL! -DeR USE W/ W BLADE (,1,J k © ONLY. SIB, 60' ARER RMIN BEFORE RNEYING A"0-20 RIVNUT* nDlo-m AMOY) URCE DANCE RUN !r4 As AIAl1urACIVRCD BY AYJD. Nr, Nr" .:frssrr wB3A aR aX1Al FO USE 1Y/ HV JE I ONLY. -�MUNBNPN BOUNDER OR Itr C'UNOER DB7!' N 1 J2!• M., e a rxBMDrutN Dr1piDER OR NEY 1 Y:n LIlNpFRR Ide' ue, ® HD K BY REGENT HARDWARE MORTISE LOONS SERIES 23M HOOK BOLT UDON. - QUALIFIED FOR USE W/ HV BLADED& pA H / e2017 mmw, DNB. CM17 EASTERN MER, SMPPLY, INC. ceN"'•�� A S S A B RT M LrE- . Accordion Shutter System 7f�7 Hv aADE AI w/ aR w/a Hv Wtrnav BADE 7'A• TINT TESTING $ENGINEERING COMPANY American Shutter Systems oEselmnoN Batt DRAxN eY: k • •O L STATE OF' ° u" R"• xN xa "RCN. C+woe. nomC s!, Association, TO, I B D 13-ms T/n/I ws m/2T/n Do5m71-1530 . rw : (xis)m1-Iv1 4268 WesVoods Drive B A'••••.[Q {A�,Q -" lals:ew".w„ QRAWINC No ? f RID ate, m-aooe>+a West Palm Beach, FL 33407 s 17-107 s• (�//•�T1..1•♦♦.1•1..cc�f`' 1� rwaw w ruR ". Ps. r P F �tF tAP�/lRMA111RFrineTF DnvA. Uc E 441P s ,,.._.- SHUTTER ASSEMBLY SCHEDULE FOR HV HV 10 HV BLADE 1 ® HV BLADE 1A ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER © HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870'X3/16' THICK NYLON WHEEL. 0.188'0 AISI 302 SERIES S.S. RIVETS © HV 1 3/4- ACCORDION PIN W/ #8 HEAD 'x ® HV 2 3/4' ACCORDION PIN W/ #8 HEAD ® POLYCARSONATE IMPACT RESISTANT W WINDOW St (1) HV PIN ® SHALL. ALWAYS BE USED AT ALL EXTERIOR X" BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR HV ® BLADE. j.*CAL SHUTTER ASSEMBLY (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. '4EET W017 TILTECO. Mc IL ECC,He. TILUT TESTING A ENGINEERING COMPANY CBS Hm. MS, A. 64]0.1.N WNMv, ilpia. !] Pron. i4303u11-I530 . Faa : (wepn-ISS. P-mac wUNCtoumX ®-mmva YULRA A 1WIF4. 67 MxaA IX/ xat6i K =LC (lip) 2 EXTERIOR >6' eLNE la6],5 U619' 3A G4MINM1ORAOECNWDOW RESINS. UV—STABuZI POLYRATE INNOVATIVE PLASTIC I.EXAN 103 RESIN (SEE NOTE 'F' ON SHEEP 19). POLYCARBONATE SOURCES FOR nmx lrmma 1nlcac eavaNm voomce ¢PAr m/� ws soon: mvc awm l /31x ovv mvl mM' aav m� ID1bL Ylfb RPO.GM ONCEV AiIY OeX AXae a.Xa 0.al flO1IW 6M P9iX Xi Ywp /S1Y wW npW -a.1 i;pe PLL Sa, e- xaaays oBe am mn eXeovo o+i. anAvo w+ 'mcvm um •vnr ova Ie rt-aYm n n-ym euaa ary mw 4u x au x w aV[ M B#YW ulY Ymi o-i OX5 a-1 a1E w N'CON /SiY x1YA %MT SO 6mmmuST Sa.9 IeRrtL gIN M1a1 P4MRM. KIY CS eM] P.1 SN0 PLL ie�F6xa59 Bntl3 xUTpInO µry ON EHI 0.LL [9pe PXL A.S.S.A. American Shutter Systems Association, Inc. 4266 Weslrood. _.. West Palm Beach, FL 33407 u[IK SUPPLY. We. B T TM Accordion Shutter System NV. RME 01 W/ OR W/0 RV. WINDOW RACE n, x oFscnmox wn: aa.XN ee 1 IXD Is-083 1/21 1 wE 07 2> 17 DRAYANo No t% -IUI 0-0- 0-0- 0-0. o• o• o• o• �' o• ©• o• o• o• n IIIIII! • I o •D•ir�D D III L o •yes « 1C7j. �aa©• � °^ TYPICAL M HV BLADE SHUTTER ELEVATION N.T.S.- MI OF CORNER CENTERMATE IBA CONDITION /I: ONE NY LOCK Q a ® SHALL BE USED AT 1/2 OF SHOTIER SPAN FOR ANY SPAN DYE OR BUS T/2 OF SHUTTER SPAY FOR SPANS UP TO 105'• AND FOR OUST TONS T ANY NV LOCK IDS or Q� MAY BE USES AS NI IHBIOE OR OUTSIDE LOCK, ATTACHED TO�jI OR W/(2) 1/A'a-20 x 1/2' LONG MT NFM SS. M.S. LOGnCN OF LOCK SMALL BE AS INDICAEED-v% LOCKS OR WY BEMUSED AS AN INSIDE OR OUTSIDE LOCK, CONNECTION OF LOCKS TO CENTER,,,, OR ® SHNl BE AS DIDIG SHUTTER ELEVATION. ALSO BE USED AT STACKING POSITION (NON HURRICANE CORNER CENTERMATE W//(2) 1 40-20 v 1/2' LONG FLAT HEAD SS. M TWO LOCKING RODS A SMALL. BE USEO. LOCATIW �F LOCK SHALL BE AS INDICATES ON TYPICAL SHUNTER ELEVATION. SPAN SHALL. BE nFTERMINM ,C PM cfxxNniC cvnwu nu cum .n Or 1/4 o-2VA3/4' S.S. THUMBSCREW TO 01 OR @ CENTERMAI, SHALL BE MADE W/ 1/1.0-200/4' NLLA. SMUT AS SHOWN ON SECTION HVE, SHEET S. ONE LOCK SMALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. B, "BAra��NMQU I�p���Na��A ONE HV LOCK 0 or ® 01 ®. SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO Be', AND MR INSTALLATIONS AT ANY ELEVATION. HV LOCK m or p or 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 6 or ® SY,METTUCAL CFRIERWLES W (2) 1/4'-20 A 1/2' LONG MT HEAD S.S. M.S. LOCATION OF LOCK SHALL OF AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS ® W/ OR ® TOP AND BOTTOM IS COMPLETELY MANDATORY. +NOTES ON HV "T" LOCKS AND CENTERMATM I. DYE'ALTERNAIE HV I LOCK MAY BE INSTALIEO W LIEU OF NY LOCKS OR MR ANY SPAN AND I BTAWnO AT PITY ELEVATION. AL TE LOCK O0D0,jMY BE USED AS AN INSIDE R 0 SIDE LOCI(. ATTACHMENT OF LOCK INCLUDES USING REINFORCING LOCKER AS SHOWN ON SECTION HVG• SHEET B• WHICH MUST BE CONNECTED TO COMMAi, ® AND W/ 1/4'0-20 x 1 1/2" LONG S.S. THREADED BOLT W/ 7/8.0 A 3/32" WINCNUT OR W/ 1/A'0-20x1' S.S.11.5. IWO A 1/4•Px 3/8, RNNUTAOCK MAY BE INSTALLED AT WOSPAN OR 12' MACU M ABOVE AND BELOW ,IDSPAN. USE OF TWO LOCKING RODS p$ TOP AND BOTOM 15 UANGiaw. 'NOTES ON HD LOCKS & CENTERMATES: 1. xD a w/ xD uxrmuAT[TI (lei . -E ALTERNATE HD LOCK ,� MAYBE USED W MGM Or HV LOLY(S OR FOR AUO' SPRY• A•D WSTALIATI016 ATOF HO LOCK .�LA;1 EIEVAl10N. ALTERNATE ND LOCK ®WY BE USFD AND WCUICES RBNFORCEWIT UAONAS AN INS41C OR K lS SHPNN ON SECDOHS MR-MYB NID NOGG WC• SHEET O.S a BLOCK WY BE'IWIAA LED AT MIDSPAN OR 12' MDMVM BELOW OR ABOVE MI05PAN. USE OF LOCKING R005 CM 6 COM UEIELY OPTIONAL Wd y\P ...........Yt :' $ • 9'i• ,F *; O •,, �:_+R� A ip G\aTTdL -- ONA4 EN,PA P.E. SEjSl(;IV IiE/DATE 01017 mRLO. Wo. �L�C p TILLN TESTING $ ENGINEERING COMPANY IOU N.. ,AO :t ,,. ESP,, ,.YxN, wAoa¢IacA DIe .,IA: . rP.: (as)el1-ISl1 -"'��m�"Os°r�a. w.1LR A xuN ,.. PC FLORIDA UI, A utal A�S�S�A� American Shutter Systems Association, Inc. 4288 Westroatls Drive West Palm Beach, R 33407 02017 EASTERN METAL SUPPLY. -WC BERI H TM Accordion Shutter System H.V. RAM p1 W/ OR W/0 KV. WiNDON BLADE ana®,,,N orF cexw Tm. L.c 1 OLD Is -Des 1 /n 1 wm of/2T/n x a DRAWING No 17-107 . s1 SHEET R Me 9N P POUREDCRETE IM ANCHORS OH (NEEi EONEAII 010,01TE 13) REOUWEO Kai I -- CONCRETE ANCHORS 1©18 TOn ' SEE SCHEDULE (RULEON SHEET t]) OtE (GIC oaUNN,G SON si T) �--� 12 Q14 1. I• 1/4•o-201 SS E 4ACHWE SUMS USING 1/4'-20 NUTS O 12' O.C. I II E/'�E E. G • IOR ' GPnoNu f I: l D vai m aAss 4e -1Eowc m�ia OR �4 a: v ELSNG z"m tR rw aN�OIW® I I I DIN. SERM11011 TO GLASS SCHEME I (SEE EME ON SHEET 'I) KRONG I L OUSS--if (A) HV WALL HEADER INS BQ HV WALL HEADER INSTALLATION + KEYSTON [ASNW aAs t L I OR ®� IS<TO A(i.5 uw. SEPARATWN TO GUS$ L 1 I t1101aA(mvtxo (SEE SCKOULE ON SHEET 117 9A�mf QN I1��IriIHy11I []IISTHO f1A55-- © HV WALL HEADER INSTALLATION 4H Si TO p.]SS —(SEE SCHEmi w! SHEET 11)— fGPiL01Nt oPnom I i Di /2 F 3 ax l y 19 I A i Y E EO TRUSS Ir (,'�,� E [ PM.111P5 TRUSS NEAR 1/R"P-20d/P S.S. PmUlai y CONCRETE ANCHORS (SEE 5CxE0UtE ON SNE[T 11) CONCRETE ANCYORS I/' / /i l-l-'18 1• 1430 Non 13SUMS �O.C. L��' (SEE SCHEDULE ONTRUSS HELD 1 VI/ 1/� -20 HUTS; 0 112' D POURED CONCNflE I i / i' 4%, POURED CONCRETE SHEET 13) . W CONR D OCI( I IGEIC.WCHUS REECU NED ®.Opt HV WA SI INSTA ATION Mini ON \ Km (ON(NLTE SHEET 14) OR CON(iETE BLOCK OF HV WALL SILL INSTALLATION WALL REOUWEO O HV WALL SILL INSULLATION I-si R(OIRNN.TxWaESrmIaNS. - SEE SItFET K MRIYPLCAI SHVfi[q • E 0. EDGE pSTM'CE INSTALLATION DETAILS W/ 2- UO ASSEMBLY 2- uOUNRNG SECnONs CAI BE COUBINEO (SEE SPECIEIGnONs 011 •SCE UTA A1M1N5 OF USE rOq SMEfl I]) BIPOE a0N SHEET IB C� HV BLADE w ANY WAY TO BUT A!Y w5TA1An0N. ,AAA A W. kA• T/"" FLORIDA BUILD MG CODE Non High VelocityHurricane ZI ESTI _ �•�' ",p �- C 02017 TI WC. .7012 EASTERN METAL SUPPLY, WC. Accordion Shutter Systel ,NA t 4 II LC S S A A • • • • Amerloan Shufler S Kv. GLAG, R, W/ OR W/o Kv. WINE= HALE . x DnmmSx urz muW Ire Ec. '- '• f 44r, ]C 'E',•'••.. ORIDP; av �Ir TILLIT TESTING A ENGINEERING COMPANY W55 xa. Y stems Assoc[GtIOnT Inc. L Ol0 Is-085 7/31/17 aeG 07/27/1'. Lax. s4 sL.:n,. NFW wimT. M1GPd ]L PMnv : (]O.Je71-16f0 , fn : (]p5)B)1-IS]I 4268 WCSIT ad, DTlm ^ =s��NALEN�'t1°' ] a DRAWING No xR: put o a.w re-Inos71D West Palm Beech, FL 33407 AAAApA✓' ruo A ➢LLD 17-107 A p[ CrA /nnummeAe.m 44 S, ROR04 Ilo/4101 s .....•� VCRETC HIRED (SEE SCHEDULE ON SHEET 13) IeMeME Esm¢ .fly 1 OR I I / -•... if / —,i—J_� % r r EWE OF'l •" ' Y I, b@II 19 M� NSRNO D � m I �EafE SG6NL 'WET u) �.' 4r. ExLt a]ra0A1� %win ) . •'/ AIICAl¢IE- rwom �j a I'O7f / ANCHOR LOGMN ///•1 DURING I 11 OR OR 1 3 I /IOe3/C• HU WASHER "TER I' —} J/a M. WRLWS O 12' O.C,- I 7 i ]p CONCRETE Ma10R5 (SEE SCHEDULE ON 8 Ir .' • / ,' % ' •'% /r ' % % r SHEET 13) / I • •. , • / FOGE OE—J / %' /, : r f r './ i%r / % EDGE OF SUB USIJIB / J J) I r V2 ^9'- ME Oi / ' + / J / (CABLE APPUC]BLE •E a� EU % / SLAS IFi' r'%i I >D 'I II MIE9.wA[mW0 POURED r r // • / r MPYGBIL / / RED 0 CONCRETE FLAT HEN CONCREEE.WCHORG a.m0:4H 1 0 ® CONCRETE R [D MT HEM CONCRRE MANORS fROURCD (SCE SCHEDULE ON SHFLT Ix) REaiRED . D.- E. 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OF, PpRw WA'al[ ' / J 0, ' POURED CON (SEE SCHwO CN OR CONCRETE ON SHEET I POURED RCWWEp SEE NOTE 13(0) •• •• ---} K .MEET 14) RE WNm CONCRETE 09 EM VI� ON SHM I - • • • f RIO1LLL PouR[0 CONCRETE K 0 WEO Q KEYSTONE NOUNTIN IN 1 ATION REQUIRED © HV WALL WALK -OVER INSTA I ATIONTION www Asa xsw vuswRC; w.,-Tx R+ luxwul sNumR mw e•-r t BaIE: t• has wsaaAT0.V SNALL BE • C 0. EOCE daTAX[E REUMME KHEH PERMRUEO I- SEE SNM A FOR FIRM SHUTIFR (SEE SPECDIGlIW6 ON SHEET 13) 0AD"CENT TO R7 CE AN OPEFIDLE Car SM EU§O SHEET M � �Nfty 2- YWNIWO SECII0.u8 CA]I 6E CONSLNED INSTALLATION DETAILS W/ C1) HV BLADE IN ANY war To Burt ANr wsrA4Anox. ylTl p A. "'•�„ FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone �, NgF;• 9� ®201] FAST[RN VEIN. SUPKY. ING ) MV A■S■S■A■ Accordion ShutteaRrAwR1System R TESTING A ENGINEERING COMPANY HV. HAOE xl Wf OR W/0 NV. HPl(V9EIL� American Shaker $T91eR9 xTILL Q • Imm TWUIE MI., Association, Inc. 1 OLD IS-0a5 ]/))/1 , Ta4: (ws)m1-m1 DATO W/YJ/1 J 4268 Waslrands Di,, NAL ENG,,n'' a)en-law ( �,°ya O a DRAWING No West Polm Beach, FL 33407 a '• •q/Nb,M W/.Vai A OWT An P.E. 4 17 i G7 =1 0 r crA. /e1CnlArl mr )n.w ft R UC. / 14157 _. __ OUT ILS ON S11EET5 10 ✓4 18 SSS NG1E5 OR IW L sets , NF 1-1) n ® IN 7 ex"aG�ss INSTALLATIONS n HV N1° rzNOLGGR�O1 s **CMRRNWm Mail- S R GLADE W HV CENTERMATES NVr IxamN : euia`E0 i ®n.®w©•Oj wOw10 •®n OR IG•®p1©•®O1©•®RI S ND WA CONN CTIOI I EXISTING GLA51 ©•Q7 ,©w©.Oj •®n 9ETAI � ON eH cT f0 A 1 ®r®w� �BwO.©a---------------------- 2.41NI B'W-2 5061-16 ALL" A.U. I & �9•®a�.® S 1/f )9I/2' 7- NW�()1 1 PF OFCON NCXJ%4 ancRElE 1�• w®•� ET Y frGP/eonou) 11/2• sY.1 TO lGef CENTERM IES IIOaIl/4• S.NS. O 12 IZ ER A ES PAMTKKI C. IIRL IENGNT. W/ HV LO dio AT fACN M.IE (ryp1 W/ HV LO G K o �* 5 I Smar ®' * 35* IN 3 * 3 (O� SHEITSIE I dW. SEPAMl10N TO GLtS1 (Z SCNEOaLF IN ox sxEEr 11) a 0 OUT ®'a a `®w® " w® OUT ®a�* HVA HVB w®n 7 wp ID HVC POUR ONCPE E OP O ® ®•�°\ w EXISTING GIAiS FIE TROCN WALL N - •�w��IN P COO AAS*S 'I CENTERMATE JUS W/ HV LOCK v(1�6* oPrroxu INIEPoOR (sET[O5m ©•®w®•©w�.® ON SHEET 11) 1 OUT —_—_— —_—_ _—_—_— ---------- i * CONRETE C AlI C11 O * 0. 3 YARIEs w V w ® OUT 6 1/2• M. SLACN ( * (ExrEwGR) HVE HVF** MRIDA BUILDING CODE Non Kah Vetocit Hurricane Zone ✓ JriEN$�:.p? :,. omn Innco. nc, 020,7 EASTERN NET& WPPLY. WC \\\dl % � ME o. A S S A THA V—w Accordion System * ; •' �� • • ATBHOaD ShD}jOF ST91sRls Hv BADE B1 w/ GR w/o N.v INO(7W IiAOE 10 KV. W �: ;' p•'•,_ ♦• \\\ TILLIT TESTING 8 ENGINEERING COMPANY .•*• NW. M4 51, sw 001 wmw waves. i5Oy5 ma Association, Inc. w. 1 Bncnm6R OLa IS -ORS oarz )/2)/I oRwl ae Le 0d6 07/27/17 • pfyq Gnna : (301W1-IM . Fw : (305ATI-I0I -! Vuoo`,4Ri w 7.0 4268 WestrOCa9 Drive West Palm Beach FL 33407 ) 7 DRAWING No / ///I•j1 WNJIR A ilN J6 M A 1 / —107 P.E. SEAL�SIGNATURE/DATE now U. E //IG) s SHEET 6 B OF 20 AUERNATE INSTALLATION " " LOC 0 MALE/FEMALE "T" CK C NTERMATvS g LOCKERS / n HV BLADE SM ENO CONNECNON OMM ON SHEETS to a 18 � BVttma:ul Bn.n ME, wla:xam wv s¢n4 vmOo b �•®xu.aiuux•,vaxJuvwBBf.BcmBa.s,x!-ma. u 6 • ] a e a I vmufm Ox 1N5 s162 un Bf yro Yflif ll6 1 •®x�l•Q�IT�•IT�a nm u m u * sEE u!rt a row NI toa® , �' Ip?:, au sIBZT s } snav B.0 .,wmuu (20U-A NLOfJ uaOF: auaB mx aaJl �MSWf. vMi / OJA. fs wJwBranE¢a Br Brm um�Br IM00L PY66PpM, Kx YASCY OION pl [4W. Wxfr MtlPae. x ©0 HV "T" LOCK -------------------------------------- x MS M - U3 )g OUT 0-20 . 1 1/2• S.S.M.S. 7/8"0 : 3/32" WINGNUT. ffiVG* 02017 raTcw, u1C IL TILUT TESTING k ENGINEERING COMPANY 6155 Nx. 5 $ L .M W bA[O4 IIrt✓4\ . PBw � (JOS)Wf-I!]0. fPr : a0lJBJf-tilt .-mN: 11Y[POeN[Om Le-KOB21B NKiLA A nLL1 nOfiOA pc / 44167 \ S . 1 c3. c3c ( mu>H�B-HVB OUT SYMMETRICAL HD CENT RMAT S W/ 90 LOCK (F%T RIOR) A.S.S.A. American ShuNer Systems Assoctationr Inc. 4268 Westroods Drive West Palm Beach, FL 33407 (4), Ms Accordion Shut RV. HODE y1 W/ OR W/O KV. 1 we No POUREO CONCRETE OR - POURED CONCRETE A POURED CONCRETE CONCRETE BLOCK WALL OR CONCRETE OR CONCRETE OUPED CONCPEIE PE NROD / BLOCK WALL REQUIRED NE I ` RL«N WA1L REQUIRED / / f 1 BOCK WAU_ REOUHFEO Ex15RHc cuss �� EnSIWc c1Ass COICRER ANCHOR�� El]SRNO G l i f � • � ]• ��. T006Rx6 DIASS 'I r uW. r ro SEP l MIN. SEA roN 4Prr EO , EO u+an. rr Ov mouss9E T I/16'A3' YAX 1111 {�9ME ID" r 1s cuss (g Wi S rlfUtl01 ou s1EFT 19 Fw FE]fLOE w seET i' f TO aws (s¢ I'm oucco6D (6060- _ (LOCATE AT O! sECET 19 FOR CLOSER �k © ON SHEET 19 N0 11�FOR�g/DEm FIIN SIDE) OAO6 mk ® PLATE (LOCATE 1/2'� I ,, 19/RSmY ® '/� ON SEEET IO FOR Oi J AT EIT ORR O; UN ` I I euaESQy ® I/]' YW. I I i A USE I' OR ]' Wx. Jmn/x'.s O 16' O.C.O16• O.C. .C. �� I �J ALUMINUM A NUM CLNGLE z'.1/s'.o (6060-7e ALLOY) AT MDNUGIR 4 (1) 110d/2• S.YS TOO tr I (2)1/4'e TAPCOHS ANCHORS To - sSI OCNL X F wAu AT I' D.C. (Loaf[ AT 1 OR ®A SFE ORAIL X f0A SIDE DDxNECTI N OR & MEN SIDE OF0) DR SIDE CONxECROH ) OR TO TRAC In - 6 . T ^ 8 I .®- 10 TRACKS ^�^©'0-Oe "®•®. SEE DLTAHL E . 6 T • e 1 •®- 1 SDE CTO TNRON 0 32- N® ®END CONNECTION D IAI END CONNfAWET2END CONNECTION DETAIL(g) END CONK TION DETA® ONCRE111 OR A REQUIRED ONLT FOR 9PNIs GREATER INAI i]'-0' — — — — — �EKI6RNC CLISs f / CONCRETE BLOCK wALL EGu`SS 4 ro aAs (sE ' o le' D:c, ro MAINN D ` �IOf SCETa11CON R ANCHOR O 1/]' HeW. ___ CONCRETE ® 1]' 1 I ENLE(DAFD ____________i OP No OR 6 6 TxaEs Oa aN 9vET 19 FOL 4 __ _ _ 1©Dp©OR aw 1® ANCHOR _ •_ O 18'� lE0 5 9/DFS 1 ] WN. E 1 4 - Y� 6 OR®OR(qOR R' YYL. ♦ SCC AlI0N5 OI USC FOR . BuoE�iF ox sxEEr 19 1 oR aR oR) oR 1 VIEW Y ' S I) OR ®' PLAN Pouam cOxcRETE OR I OR ®' -© ®Q�-®:6, ( 10 •®^ DETAIL X RCOED"uaEn ®.© ®. ®. IN ®-m•0 ©®^ D S L A 0 ©O ®-06 O ©'�'©-©'�'®" 1 LADE OR HV WINDOW B enl INTO CONCRETE OR CONCRETE BLOCK WALL, END CONNECTION DETAIL 50 Oe.®-®•®" .®.� , ©06•®-®•®•®•® O]01T nTCO RORIDA DUItDING CODE 02001 EASTFVeuOETDIiu( sHNOYri<`ne Zone d :'uCENBF•% 9 : E Tu RMA ILT rE,C O A■S■S■A■ Accordion Shutter System .a ; ; * N.V. RAM #1 w/ IR w/o e.V. WINDOW ■ADE TQ ttME1/y' TIWT TESTING k ENGINEERING COMPANY American Shutter Systems O. O6mvnex 011[ wAAN e't Le �T''•:F .:' 4Qt I`` uv N.. vw a T TO; wcN+oAvma 1Lam. vI Association, Inc. 1 mD 1s-oes A /n/1 nm Pw�e: ppS)B)1-1Sb. rm I (0w)m1-ISJI t Pal Beach, Od9e ] SONALEN��''L, ""°01-000 19 DRAIYINC No / T Ge_ooasTl9 West Palm Beach, FL 30407 s ' 7-1 07 1 I tFtttF p'Dr 14LRA cI1LUT J,,07 A P.F. SFAI /CIGNATITOR /neTe FLORIDA L(c J aA1611 S1 1 _„_ MAXIMUM SHUTTER SPAN' "L 'L+'I OR ' (ft.) FOR Yne MY. wGK V9 or 0-or 9r & LOCK ® W/ NO LOCKING RODS ar ONE WLOCK ar CENTERMA15 28® 29 W/ ONE Vf/ NO LOCKING RODS HQ-T' LOCK 30 W/RVO LC®K NG. (SEE NOTES 1,ft) A� WALL YdlIIIING RDOR/CDUKV �� I !Iv/LL YdvldG M1a1D YOUNIWG N� A (. m1-) f. ax -1 RoOR/CDING YOUxIx4 SCHEDULE 03 MAXIMUM SHUTTER SPAN* "L+' R °L-° (ft.) INSTALLATIONS W & W/ ONE HV LOCKS OR W/ NO LOCKING ODS (VIVID FOR NOUIIIINDIj1L SNLET 7) . CONCRETE 45A I INS1NyAtgNS wiv,a noon/GDuxI va.RmxG (a ow=1 oA rLcaR ALLY L4 (N TRW" L-(nl 3o Ie'-0' I lr 35 15'-2' 1I6'-Io' 40 14'-2• 45 I3'-4' 14'-3- 50 12'-3' 13'-r SS 11'-1' 1I -11- 6O 10'-r 10'-1V 65 9'-5" 10'-1' TO 6'-9' 9-4- INSTAIIATION LEGEND CONCRETE k W000 MµSORY WALL A B, C, D. E. M, N. 0, P, 0. MOUNTING F, K k L R. S. a V. FLOOR/COLINO MOUNTING G, H. I, it. J T, U, W @ % k M O MAGNUM MOTHER SPAN 'Li OR •L- FOR INSTALLATIONS INTO WOOD SHALL BE UNITED TO 105 psi. ASD. DESIGN PRESSURE MDNG. t W MANOR CENTERMATE J3 NAY BE USED AT ALL MOUNTING WSTAUATIONS. LOCKING SPEOFIEATIONS SHALL BE AS MDGTED ON MµMTORY CONDITION /2 NOTE /5, SHEET 5. tt EXCEPT THAT MAXIMUM S'IUTIEN SPAN'L+' OR 'L-* AND MAAMWA ASD. DESMO PRESSURE RATOIG FOR INSTILLATIONS INTO CONaRE7E OR CONCRETE &DOE SHALL M UOREO AS FttICTWS I- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 I.S.f, AND a'-O' ESPµ, SEE MOUNTING©ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 11. (J-) HV BLADE 02017 mTNG% NO, I L�E O TILLIT TESTING a ENGINEERING COMPANY w5 n.n. Uv 9Pav, , >Mru 1 (Mj071-1530 , rm 1 (M;571-I0I W-0005J19 WALTER A ru TJr. PM RORaA Uc 1 44167 A.S.S.A. American Shutter Systems Association, Inc. 4268 Weslroaes Drive West Palm Beach, FL 33407 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE ABB. DESIGN PRESSURE RATING. L-: MAIL ALLOWABLE SPµ FOR A GIVEN NEGATVE AS.D, DESIGN PRESSURE RATING. (2) PROCEDURE TO DEIFAMNE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEWNG: GIVEN A POSITIVE ASD. DESIGN PRESSURE MUG, DETERMINE MAXIMUM SPAN 'L+' FROM SCHEDULE. GIVEN A NEGATIVE ASO DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPµ -L-' FROM SCHEDULE FINAL MAXIMUM ALLOWABLE SPAN IS EOUAL TO THE MIN]"UM GETERMINED $Pµ 8M EN 'Li AND 'L-'. (3) PROCEDURE TO DETERMINE MAXIMUM SPµ FOR COMBNAnONS IN BETWEEN 1VALL MOUNTINGS W/ FLOOR/COUNO MOUNTINGS; FOR A GIVEN P051TNE ASO. DESIGN PRESSURE RARNG LI+- MM M. U+- MAX. SPµ FOR WALL /CEIUNMOUNTING INUNTING NS, L3+" MAX. ESPµ FOR ROOR/CEILING MOUNTING INSTALLATIONS. FOR A GAIN NEGMNE ASD. DESIGN PRESSURE RATING DETERMINE• L1­ UNX. SPAN FOR WALL LIOUNnNG INSTAUA IONS LL-v MAX. SPANFOR FLOOR/CEILING MOUNTING INSTALIAnONS. FINAL MAXIMUM ALUGNIMIE SPAN R EDO& TO ME MINIMUM BET KEEN RI+ -, 'La+ , -L1- µ0 %2 (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN PRESSURE RATING TO DEIUWINE uAXII.IUM ANCHOR spar xr. Accordion Shutter System KV. MADE p1 W/ OR W/o H.V. 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T} 111 II /DATEeA 0201] TLLttI�. wC IL E C O 1WG. A.S.S.A■ American ShMNar Systems A9e0CtC}tOr11 Inc. West 2Palm Beach. ILr33407 02 FASTEN, Y,T SUPPLY. WC. B Rr A ,Y Accordion Shutter Systel kv. ta/mE DT w/ OR w/o AM wrm,Y TILLIT TESTING 0 ENGINEERING COMPANY aN0 N'I. Mw R Na 001. xAwA OAmaO. Nam. SN Mw v(Eoive .- : ""^o; )aTl-I xT1 V. A V U P.[, 11c E EAIe] . „ pESaillfltlN eAtt OPA4N (IYI La . I am 15-M 7/27/I OAtE: 0]/2] 1'1 i s DRAN14G No ••/ / — 1 O / A ' SHEET 12 OF 20 �'mmmmnoe immmmnm� - mmmnuon[ mmmmmovE mmmnmm©e mmmmmnm� mmmmmomc mmmmOmmm ®mmmm®mmC mm mO[•mC mmmmmmmC mmmmm®mC �mmmmmEROMpppOC mmmO"Mc ®101 Poo mmmmmnoe mmmmmmmo mm"Omm=C ®mmmN®mmpp mmm mmOC mm[iL71m®mOC MEE] 0C mmom©totvo mmmmnmoo m�mmm001C m mmmmmo mmmOmammmammmmn mo ' meMmmFiJ000 mm®®OmOC Innmvmmoo ®®mmmvmv000 mmNov000 momommmo mmm000Ct0 omoom000 , mm000to"Ma ®mt0000uo nmoommm mmoealvoo� ' mmmmmmmm ®mmoovoo 000000Od0 mvom0000 m0000000 3000000E ' momoomoo FT• NI•l a L'J P•J P7IL7I! W CEILING MOUNTING MAN OCI vo � E ERNE DOOOC Marra av000 1. ANCHORS TO SUBSTRATE E BE AS FOLLOWS: (A) TO CUSTOMS POURFO CONCRETE (UK 1'. - 3 W) MOUNTING - 1/4•P TAPCON OR TFPCON WTM A MCEO MRWMRU TECNNOIOMY µ,HORS, AS WNUFACNREO of LT.W. BW1DEIt. (MCI. re . ] �7 lNR& ARCHORS SPACNO 1Ff.FDn - I/4'0 K 3/4' AL. POINTS SOUR -BR ANCHORS, AS D6LPoBVRL BY ALL POINTS SERENE BOLT & S9EalLlY COYPµ%IN^K ec - ] 60 TAPCON OR - 1/4*0 BLUE TO CONCRETE ANCHORS CHORS W/ CAP UANOFACTURE) BY EDRDA FASTENERS DUNDCT, M (MTG, re - 2 L_W/ •0 120 lap MS - TAPCON 1/4'v FUMH` µD'ORS AS MAMIFA FURED BY FOYERS fAETElM Ma, µO OSRNBUTED BY ALL POINTS SCREW, BOLT N SPECW.W a 0 0 0 MPFApFORM AWINLED TELNNNOGY (K r. OR ANY OTHER APPRWW LICENSED OR A/IHOgDEO MOOR REGISTERED WHIN ME µETMJJE SMIIFIER SYSIEK ASSOCNTOM, DRa e e a a � PWMS SOLID -SET e e ea BLDE TAP w/.cw NOTES, e a e 3 IIPPERt LI) UNAMM CUBEDNENr HMO FOUNED CONCRETE Of TAPCON OR TAFCON WITH MWUCED THREADMRM TECHNOLOGY ANCHORS AND TIPPER, e a 0 a.] µCHONS S 1 3/4', AND FOR BLUE TO W/ CEP µENM S 1 1/Y. e e e 5 AP) WRIN M EUBEOMENT OF 1/4'0 0 3/4' ALL POINTS SOLID-ECT µdOgS 94LLL BE 7/8' INTO ME MMED CONCRETE. NO EMBEDMENT e > SS ♦ • 9T AIrn6 RY OSL Fa INTO STUCCO SHALL BE PEPMRIEM 1/4.0-20 SS. WLWNE SCREW USED SNAP, BE 1 1/2- LONG MW WUM SHOULD SryCCO 8 e e 43 COST. AND 1' MWIWM FOR IULLS WPH NO STUCK, 6! S ]3 3 A]) IN CASE MAT PRECAST ETONE, Mc,,F CONCRETE pMW. PAVCHS OR ANY VE,,,N BE FOUND ON ME OUSlNO WAA OR FLOOR •b JS ANCHORS SMALL BE LONG ORION To REACH THE UIIN STRUCTJ E BOUND SAD WALL MOVES. 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(STE • (SEf SOI[pNE ON SHEET 15) SCNEcIu ON SHEET t5) • s¢ uu or leE rwT QHV WAL I INSTA dTION v ,re WO NV FLOOR INSTA eTION QX HV WALK —OVER INSTALLATION p°t�1 •"t" Q.�c e2on mrzcD. INc. FLORIDA BUILDIN(; CODE Non High VelocityHurricane Ions ° l yCENs'•., V 02017 FA,SIERN PETAL suPRr, INC. TY * IL E C O ENC. A.S.S.A. Accordion Shutter System Nv. EanDE gt w/ OR w/o He u rmW alLE %% ^^ American Shutter Systems e TESTING k ENGINEERING COMPANY Y O Association, Inc.c1Xs^Oe 6.W tlUNW BD Le A"•. t, vU xn. Jea st S. v; xq;au GWDDq nyy v1 OLD IS-G85 7 it 1 ul" D7 2T t) - a,An. I (Jo:)e71-mJ0 , r.. ; (J)J)ml-tv1 4268 WeslroDAs Orive 2. / / -moal Wt«eoommo S��NAL EN��aI''1°1 EB-010671P West Polm Beach, FL 77407 J ORA"NO No PALTER A TENT AA Pz K 7_1 �% P,E. SEAL%S(G"E/DATE "DROA uc E 40167 5 SHEET ° OF 20 END INSTALLATIONS n HV BLADE OR (9 WINDOW BLADE INTO 2"x4f1 MIN WOOD STUDS Ia AM$ 6C o•o•a-uo. e•o-o•o-a•ca END CONNECTION DETAIL W .1 574 I4. /511 j w .1 5.. i5. 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BUR 1 AiNALES SIR OrA S BE INSTALLED AaVtaFT TO A SOLID HY (<) PCYCJRBOWTE w RINOOwq s1IALL BE INsoLED N3 jlfF,[ TAB$ FACE TQ IHEbTI 00R or E OPENING 6 NO PRNELTED, W wN0071 ♦<{�l WSi BE MT NSOLEB ME) E LOCI O USI A W SITTING TOOL m BY PPOAOASA S e. 511 ANCHOR SPACPIG Sc1mUR MR INSO3UR013 INTO Race F7U.NF BUILDINGS ON SHEET 15, 4 LOOIEO BY SPAN AND DESIGN LOAD (SEE NOTES 1 A 3 ABOLR). 7. SR ANCHOR SPAGIND SCMTNE mR WSN1LAlIOK IMII PoIIRED CONTRITE ON CONCME BLOCK %XL ON SHEETS 12 6 13 AS Lunts, BY SPAN NN OESICN LEAD (SR NOTES 1 h 3 ABg2). & "UUU SEPUMMN TO GLASS sCHmULE. PER A,, E-TN6: WIND ZONE WKNW SEPA"W tp OIASS t TNITu 4 6.3P PRuw� I ' 440 Ld11�c.'�CENSF`•.v9 03017 TATEOO, Nc 00017 EASTERN NEE& SUPPLY, NC. BERTHA ASSA �'N i L�E- Accordion Shutter System ,( Itv MADE BI w/ OR w/o ILv. xtnoox aroe � • �� j, TIWT TESTING 8 ENGINEERING COMPANY AmBNWn ShU$ar Systems , x DL:uwn6x oxrt ORAxN ew Le. 9 •'• ) Assoclaflon, Inc. I O , uu xw, x ( sL 71 153 lvcu OuosFq name vl 01L 15-085 /27/1DAre, a7/zr v Pne,w : (3B.-e : w . To. , (wpn-uTl t Pal Beach, Drive R DRAWING N0 AL ENC?,•�1 '�ie-oa.y71°a LO1^ West Palm Beach, FL 33407 ,f 1 V R A UILT J6 P.E. ± 1 7-1 �7 PC OCLI •/CICMAT IC[/M1nic RORGA UI 144157 ......� 1 1 2" a=' 7aPcR 1din. VARIES A-6621 G ,U H al, WW. S1 x' unc aT4 stmos Al 10. O.C. u '� Er 6 'X. u.au• mKX um. 43e Qsc ". STEEL 1RACN CNa a 6. O.C. O 510 I GRADE ,O n E-a0 m F=EkED ro aR16$ IG.1/2• nR 6CRfWa ON EXRNNG FINIS 4'.f)(RDUOF-FK[ AS A PU ABU E%ISiWO GLA55-1 MIN. SEPM m TO GLASS (SEE SCHEDUM 6 1,.1 aav MVY �. f-EXISMIC R INTO METAL STUD WALLS * * EN RA IMITATIONS AND CONDITIONS OF USE FOR BERTHA(])HV BLADE A ORDION SHIMS _S__J=M INSTALLATION. TO METAL STUD WAIIS 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (PS() 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: (BON THIS SHEET. 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A METRICAL LAYOUT. USE 0 (2) 35 (6" LONG. MINIMUM) MUST ALWAYS BE INCLUDED AT IOR OR INTERIOR ACCESS SIDE OF CENIERMATIE �� u Ih,';:'2,Is ••C _ ''YY BLADE SLACK DETAIL HVF IS ALSO VALID FOR -1/2 38 CENTERMATE 21 APPUCATION WITH BLADE 1Q 1• r1RGR 's +. `WW[S:' ® 6 bO.C. WADE +o ,:..Mini, um.:y�;:°;•;:�1 MS WA 1 HEADER/SILLHEADERISILL INSTALLATION FEES EXISTING 41/55---_j{-- �----_----� - - t'ItfNri Min.) HVR FAA r.J `LJI �!Y 3rry z.000•w,.r - nL 6 a9' ®3 1�4"a NOMIIJAL A MIN M EV 6063-TS ALLOY SEPARATION TO LAss scHrouLF3u ao' WIND ZONE MINIMUM ASIM E-1996 SEPARATION TO CUSS I THRU 3 1• 4 4. 1/2' W SACK ,X LENGnI ! I' ® 1/4-0-70X3" BOIT MUST PENETRATE (g 1- 3rT r> �� I- D�-sa-77 I /4'0-20 THREADS 43 1 /4"q ELCO CONSTRUCTION PRODUCTS FAB-L0K HD COMPONENTS SCALE 3/8". 1• LOGTEO AT 1 Z HV MFAOER/SI DNS VIEW Y SIDE CONNECTION TO TRACK 11111Wk P- llgl' ceNs •..� . ' S * y /Jf31•� ik ; ; �0•--- ,N '•.20fl10P;:;�� ,d •s�q��•Aau�' ``aaQ' P.E. SFhE/•3uunl yDATE 02017 MUM. RIG L E C O I.a. TILUT TESTING & ENGINEERING COMPANY Oass x... xi0. n. sd. ae; WpMA W:N16, ,Eqy O,e Plv R : VOSA71-1530 , A. , 0050rl-1aa1 maw��o`" MKIER A TYfI b. P.E. DoU)A UR, I „167 A■S■aS■A■ American ShuHer Systems Association, Inc. 4268 Weslroods Drive West Palm Beach. FL 33407 02017 FAS1atN METAL SUPPLY. WC. ER TM Accordion Shutter System HV. BUDS C1 W/ CA W/0 H.V. WtlDOW BADE ay. x RfscRamfix aan GRAMN On L.C. 1 ULU 1s-aes r a/I Wa or/27/17 a a DRAWING Na ' 7—' 07 , a SHEET 20 OF 20 6