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HomeMy WebLinkAboutSET UP-INSTALLATIONm-;gjNa3Aw[CLIlagg 1. BERTHA H.V. ACCORDION SNUFFER SYSTEM SNOYN ON THIS PRODUCT EVALWTRM DOCUMENT (P.,,.) HAS BEEN VER M FOR COMPLIANCE M ACGO CANCE IINN ME 2017 (61 EDUNN) Of ME FLDRDA BUADNIG CODE MIS ACCORCON SHUTTER SYSTEM SNAI NOT BE NSTAl1ED AT HIGH YELDOITY HURRICANE 20NES. DESIGN MIND LOPS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE FOR A BASIC WINO SPEED REQUIRED BY ME JUMSOICTEM %HERE SHUTTER %AL BE INSTALLED WITH A DIRECOONal1Y FACTOR Kd-O.M5 USING MCE 7-10 AND SWAL NOT EXCEED ME MAXIMUM (AS,O) DESIGN PRESSURE MIND, NCGTFD ON SHEETS I I THRU IS. 19 & 20. IN ORDER TO VERFY ME ABOVE CONDITION, ULTIMATE DESIGN %WD LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO AS.D. DESIGN MND LOADS BY MULMPLRNC MEN BY 0.6 IN ORDERTO COMPARE THESE W/ W. (A,&D) DESIGN PRESSURE RATINGS NONCAMD ON SHEETS 11 THRU 15. 19 & 2M W ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON MIS P.M. AS RSTEO WEME NOT OVER STRESSED, A M X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS )ION USED IN MER ANN.Y51S, HDWEVEI, A MND DURABON FACTOR CE-1.60 WAS USED FOR VERIFICATION Be FASTENERS IN WOOD. BEROU M.V. ACCORDION SHUTTER SYSTEM'S ADERRUTY FOR WIND AND DOGE MISSILE IMPACT LEAD HAS BEEN VENFTED IN ACCORDANCE WITH 6ECIION 1609.1.3 OF ME ABOYF MENTIONED COpE AS PER All REPORT$: -ARV OWE 01 10214.01-03, 11715.01-03, 11004.01-05. /121401-05, /03V.02-06. /0609.01-10 AND 10210.01-11 AS PER T S-201, TAS-202 AND TM-203 PROTOCOLS AND ASM E-1886 AND E-1996 STANDARDS (MISBhE LEVEL D. MD 2MES 1. 2 & 3) & 11220.01-10 AS PER TAS 201, 203 & 203 PROTOCOLS URGE W,,,LE -W MNDOW BLADE 6) 10505.01-013 AS PER ASIM E-IB86 AND E-106 (YIS511£ LEVEL D. WNU ZONES I, 2, 3) BASIC PROTECTION ONLY AND 1 0725.01-0 AS PER TAS 12 PROTOCOL 2. NTY BODE Qi AND NV MNDCW BLADE ® ARE ENGINEERED TO MURK N UNISON WDH E M OTHER UNDER ME GENERAL M ..11 AND CONDMONS OF USE W ..GIED ON SKEET 19 3. BERBIA N.V. ACCOROKN PINS (Wl $pRENS), US1D Ai BLADES NNUCIOL AND FOR DIRECT YOUTH CONNECTION TO TRACKS SHALL BE 114.275' AND 114.1.75- RESPECTNELY, 410-M MItxNUY SERIES SWTNIG STEEL SCPEM MM 1D VT bI WELD SIRE erM AND LBO ktl iFNSItF STRENGTH, POTS SMALL BE DoaEO CORN BERRO W OACROSMIELD CGRNG SYSTEM AS MANUFACTURED, BY UM SERIES CaATNG APNGlORS, REGISTERED W(M AMERICAN SHUTTER SYST[Ms ASSDOABCN, Pro MUSE SEAR ME W UARMNG ON MBR NERD. 4. ALL ALUMINUM CXTRUSIONS SHALL BE AUINMUM ASSOCYMON ALLOY MD INPUT AS MOICATED ON SHEETS 2 AND 3. MINIMUM ME STRENGTH FOR 6063-TG ALLOY IS 30.0 W AND 337 "I FOR 6005-TS ALLOY. 5, ALL SCREWS TO BE STNNLE$$ STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT CI CARBON STEEL AS PER ON We1B NRX 50 "'I NM. YIELD STRENGTH AND 90 klt MIN. TENSILE STRENGTHH, AND SMALL COMPLY W/ FLORA WILDTTIC CODE SECTION 2411.33.4. 6. SOLTS TO BE ASM A-307 GALVANISED SUM. CR ADD 304 OR 316 SERIES STAINLESS STEEL KITH 35 kH YIMMUN YNG SIRFNGM, 7. SEE ME FOLLOAONG SHEETS FOR ANCHOR SPECFMAMMS: HV OWE CD : 13.13,14,15 AND 20 MV BLARE () & 6 DOOR MNG W UNISON: 12. 13 & 15 6. FI S BERTHA MV. ACCORDION SHUTTER SYSTEM BURS A U.& PATENT IISW948L COMPONENTS OF THIS APPRWAL ARE COVERED, IN "DUE OR IN PART BY U.S PAIEEO iV.",179 ISSUED TO [ASTERN METAL SUPPLY, INC. 9. IT SNALL BE ME RESPoNSO9HIY OF ME CONTRACTOR TO VERIFY THE EGA ROSS OF ME SBDRTUER WNFAE SHUTTER 6 TO BE ATTACHED TD INSURE PROPER ANCHORAGE. CONTRACTOR TO 5Ea/CAUU( ALL SHUTTER COMPONENT EDGES WMCH REMAIN. THRU FAMMINC N MMINUOUS CONEACT MIN ME fiULLOMG TO PPfl2N! MNO/RAJN INTRUSION. To' EACH UNIT MUST BEM PERMANENT WELL IN A ARM PINE MM WARNN.G NOTE: DURING PERIODS Of HURRGNE WARNINGS HOME OWNER, TENA47, OR OTHERS. MUST PROPELLY CLOSE ALL M' AND HD CEHIERNATES AND ENGAGE OR LOCK ALL W AND HD LOCOS 11. SXURER MANUFACTURER'S WELL SMALL BE LOCATED ON A READILY %I LOCATION AT ACCORDION SHUTTER N ACCOROWCE %TM SECTION 1709.9.3 OF RORIM BUILDING CODE ONE WCL SHALL BE PLACED FOR EVERY OPENING WOUND TO CaMNY WITH SECTION 1709.92 OF ME FLORIDA BUNTING CODE 12. SERIHA H.V. ACCORDION SHUTTER SYSTEM'$ INSTALLATION SHALL COMPLY WITH SPECS INDICTED IN MIS DRAMNG PLUS AM BUITONG AND 2ONMG REOULATNINS PRONGED BY ME JURISOICMON %HERE PERMIT IS APPLIED TO. 13. (0) THIS PLO PREPARED BY MIS ENGINEER IS GENERIC AND ODES NOT PROVIDE NFORVABON FOR A SITE SPECIFIC PROUECU i.e. WHERE ME WE CONDITIONS DEVAI[ FRO, ME P.ED. (6) CONTACTOR TO BE RESPONSIBLE TON THE E F.CTON, NRCHASE AND NRTµWON INCLUDING NFE SAFETY OF MIS PRODUCT, OASED 014 M95 P.E.O., PROMDED NE/SNE DOES NM orAw, FROM THE CONOBONS OETARED ON MR DOCUMENT. CONSTNCMIH SM r AT SITE IS ME CONTPACTOR'S RESPONSNINY. (I) THIS P.E.D. WILL BE CONSIDERED IW,,B IF ALTERED DY ANY uEM3. (d) SUE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHDECT WHICH %OL BEGONE ME ENGINEER OF RECORD (FOR) FOR ME PROTECT MO WO WILL BE RESPONSIBLE FOR ME PROPER USE OF ME P.ED. EHGNTEH OF RECORD, ALTNIG AS A DELEGATED CNCMER TO THE P.ED. ENSHEER SNALL SURMR TC THIS LATTER THE SITE sPoOnc DRAWINGS FOR RENEW. (e) CWWNAL P.ED. SHML BEAR THE DATE AND ORIGINAL. SEAL AND SIGNATURE OF ME PRO KNAL ENDNEER CF RECORD THAT PREPARED a. !ABLE OF CONTENTS GENERA. NOTES SHEU 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEEP 4 TYPICAL MNDOVA BLADE & WINDOW DEWL AR a N 'BAD n uD HV VANDOW RI ADr fla (WHERE AP'I ICARLF1 TYPICAL SMMTENI ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION GETULS A-F, CONCKETE/BLOCIL SHEET 6 INSTALLATION DETALS G-U, CONCRETE/BLOCK SHEET 7 CENIERYAIE DETAILS HV SHEET a CEMERHATE µTERNABNG OEEN Na 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 SOIEDULE- CONCRETE & BLOCK SHUT 14 ANCHOR SCHEDULE- MOOD SHEET 15 INSTALLATION DEENLS M-R, WOOD SHEET 16 NSTAWBON DETAILS S-X, WOOD SHEET 17 END CONNECTION DUALS 7-12 & X. WOOD SHEET 18 AREA 3• W WINDOW B ADF A ONLY TYPICAL SHUTTER ELEVATION SHEET 19 AREA 41 HV MID91Y BLADE n ON Y INSTALLATION DUALS. METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA SCANNED �/ BY �1 Alt. Lucie County II IrV .......�V�4 �GeHsi :9 } t� A�* } • /* /b� , '•• VJ ,� \ .: (`S '• ..R.....-: A s/DUAL F I'` P[ tL'Ant[I6M Ai11Ior/nA7e 00017 BLRCO. INC. IL E C O EIIG. AI.S.S.A■ American Shutter Systems AB9D0(Di(Dn, Inc. 4268 Weslroods Drive Wes( POUT, Beach, FL 33407 02077 EASTERN METAL SUPPLY. INC. TIER H VTM NVx BLADE Qi Accordion Shutter System . E �, W� W�0 N.V. N1N1V,Y HALE TILUT TESTING & ENGINEERING COMPANY 67fs Nx.xa,. 5,.. v., sw, %gew,.c yup; Rpuv aye Pnvm : (303)671-1530 . Po.: (M)671-1531 19 • Tlnl A IMUT . P.E.17-107 RCRP6 Lt. I.416' N, usceeate o.R DVANM et LG 1 I OLIO T5-095 2712y1 O+R: G7/27/17 x 3 DRAWING No HV SOLID BLADE COVERED UNDER US PATENT # 5458179 OF USE OF BIADDS-44 ON SHEET 19 �6 HV ADJ. FLOOR TRACK QUALIFIED FOR USE W1 HV r 60• ec 6>0 �L.695• � $ `71`J HV CEILING HEADER OUAIJAED FOR USE W/ HV BLADE) ONLY, SEE SECRONS FOR VALID 6063-TG ALLOY AND TEMPER "11 NYMtI p62' SIDE ANGLES QUALIFIED FOR USE W/ HV H.f s• I 1 ]e!^i f.H ' �HV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BIADEOT 6005-75 ALLOY AND TEMPER O65' HV HEAD/g@ SILL QUALIFIED0F63-T6SPLLOV ANO TEMPERfflONL — ALUMINUM I ALUMINUM ANGLES OUALIFIED TO USE 1V/ NV BLADE 1 ONLY. 6063-76 ALLOY AND TEMPER QUALIFIED FOR USE W HV BLADE 6063-t6 ALLOY AI TEMPER_ LeiHV WALK —OVER TRACK QUALIFIED FOR U(S�W/ HV BLADE N 6063-TS ALLOY ANO TEMPER CONPoNENf A B TI Tx I'Ud 2' 5' MA%.10392' 0.192• i (I 23' T' MAX. 0.190' 10.190 'O 2• 5" MA%.1 CAM' I0.131- (�)H'STARTER OUAIIFIEO OR USE W/ HV BLADE `I} 6063-T6 ALLOY AND TEMPER 99♦' 1 e♦2 12S .920 — O9 HV TRENCH TRACK OUAUFIED FOR USE Y)/ HV BLADE QI ONLY. HV RAINGUARD QUALIFIED FOR U E IN/ HV 6063-T6 LLODYEAO TEMPER, �1 / nn_ : • �CENSF;:may t �[T/.�♦? 3 * ! '• `�,)1TE Df ' ' _fss..QH�Dp; \a�dlll (. /QNe1 \ay j11 P%�If.16S4K1C /aATC 02017 RTECO, MG � A.S.&A■ American Sh CHef $y3}BmB ASSCCICfIOn. Inc. 4268 Westroods Drive West Palm Beach, FL J3407 02aq EASTERN METAL SUPPLY, MC. BERTHA VTM Accordion Shutter System H.V. 9AEE xt W/ OR W/0 HV. WNODW 6WE TILUT TESTING a ENGINEERING COMPANY eus rvs. xa. M.. v.. m4 xacvu wmvz, Itattt. ,pI .(]Rsle)1-uv -mam Mxccaan.amn [e-HP9en9 RY2R A 111a Jr, P,E FLa�, Mc. 0 I167 LY, x OESunmaN PAr[ Owrm er; Le 1 OLO IS-085 ) 2)/I OMc W/2)/q 2 ] DRAIVINC No �— � 07 n-� ♦ 5 HV CENTERMATF USE HV OLADE I 606363-T6 ALLOY AND iLNP[R %AV h FRONf LLLVAMp! LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADEQ)ONLY 6063-76 ALLOY AND TEMPER L.9 V ti1sL• mf• ^�y US-1 QUALIFIED FOR USE W/ HV BLADE 1 @ LA) 6061-TG ALLOY AND TEMPER ® LOCKING RODA QUALIFIED FOR USE W/ HV BLADEC 6063-T6 ALLOY AND TEMPER ,INSTALLATION POLL REQUIRE A 7/16 a• " " DUN-I"ED FOR USE VI/ W BLADEFOR USE W BLADE DoNLY (29 6D,,,T6 ALLOY AND TEMPER 6063--TG J (�JD6-D 'I ff8"m-16 Al USE VP/ NV BLADE ONLY ALLOY AND TEMPER OUAUFIED FOR USE W/ NV I 6063-T6 ALLOY AND 3AW I 6�• �r 3 HD CENTERMATE'S INSF�RT QUALIFIED FOR USE V% HV BLADE rah a 6063-T6 ALLOY AND TEMPER !1/2• I 137 HV 1 /4" m-20 AISI 304 S RI THUMBSCRM QUALIFIED FOR USE V// HV BLADE 10 I/a•-20- ]xFUCm C CKf 5NW "LOB ..2R152 CRP¢CR Lawau[ wATm} ® HV LOCK ® HV EGRESS LOCK }UALIFlEO FOR A� W/ HV QUALIFIED FOR AUSE W/ PN ONLY. BLADE 10 at V.O-aONLY. 260• D.D. ALB• PLA511C HEAP sle• OS • MOLDED TO ;y sa+ n "L360 n AFTER RhEiW( 1 /4"j-20 K ,3/4" BEFORE RKLTN S.S. THUMBSCREW 1/4"0-20 RIVN 1Te stNL9 9aa4 nuusMu (2aza-n ALL01) uxeE route THN SHEET NLI16[Rf. OARF F D. AS M.WVt1Cryfl[0 OY AYDLL 44 atNRr IATDRH, PARSPCExv. NOw Amu oMO ax ED ® HV "T" Lnryy__ T _� @ HV ALTERNATIY�LI�jY�jL1(—LpCinCK QUAUFlED FOR USE QUALIFIED FOR USE L'l/ KV W/Nv BLADE 'ONLY. BLADE 10 ONLY. 14D LOCK BY REGEM "ARON�UORRS�E LOCKS SLF,ES U33 HO{O,�K EMT LccC QUALIFIED FOR USE W/ HV SLADEO& CA a,',LpLP��CTT+�Tp��!✓9 2 a1017 TM1TFCO. ,r 02017 EASTERN METAL SUPPLY. INC. ERT TA '• IL ECO 1NG. A■S■S■A■ Accordion Shutter System KV. BLADE #1 W/ OR W/O HV. WN}DW BLADE * TILUT TESTING a ENGINEERING COMPANY American ShuNer SystemsDrscv"nDM art Dw.eN e. Lc. STA ^ s N" DC :., ^ D x A cams nat 3H0 ASeOClation, Ina DUO is-OB6 T ] F. si Pnws 4oi}sn-,ysa . Fm : (3Ds}an-isn 4268 YfesUDatls Drive 2 /2 /I DFrt: OT/2T/q D(`S'•�ORIO •`�aal•,v0` °'°re L'-aw"`6�"ns'"m West PDIm Death• FL 33407 3 F. .. DRAIWNC NO -S s/O�tt� TI '1 ALTER A 7w, V,. PL ' •,—' O/ PF 'FAT A I00"' 1' DDaaa LH 1 uICT SHUTTER ASSEMBLY SCHEDULE FOR HV aX HV (P (I HV BLADE I ISJA HV BLADE IA IN LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"113/I6- THICK NYLON WHEEL. 0.188*0 AISI 302 SERIES S.S. RIVETS © IN 1 3/4' ACCORDION PIN W/ #8 HEAD @ HV 2 3/4• ACCORDION PIN W/ #'e HEAD t ® POLYCARBONATE IMPACT RESISTANT HV W111001'r EXTERIOR', 4 LL C$ � r FOR ® (( ® or @ •, RFWIREYENT$) I ! QOR h QUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR (i) HV PIN E) SHALL ALWAYS DE USED AT ALL EXTERIOR oas 'BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV IQ OR HV ® BLADE. SHUTTER (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVQ Po.32e•, BLADE WHEN CORRESPONDING TO INSTALLATION 'i1". SHEET 7. HV PIN @ OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER iYP 0 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 'dA SHEET @ #*EL CARRIAGE DETAIL I N "CIO EXTERIOR HV PIN ® OR � EX TRADE'S KNUCKLE. (SEE NOTETER AEOUIRENE #*EA/BLY IAYOUT 02017 TRTEM. W:. IL ECOEwe. TILLIT TESTING & ENGINEERING COMPANY 6J5a xw. M' $I S . ]ak Y..A Cump.A RGiM i] Pnenf ; p9s)an-Isw . rer : (ws)en-Isar f-TUL OOMPPN.COT [8-COe 4 nAUIN 0. rIWT 11. P.E. rL9ROA Lk, 1 utal aE ABixa•FOO�, SIil 0629• DLYCAI NATE IlAPACT RF<I ANT Hy +n O jj 4YER NAKROLON 3103 POLYCARBONATE ESINS, UV-STABiI{ZED GRADE OR $ABIC INOVATIVE PIASnC LEXAN 103 RESIN ;EE NOTE -F- ON SHEET 18). POLYCARBONATE SOURCE$ FOR 4a iMt/3lr R4W1 11iV1'IL iPOMPIfS pyyy0 wm < �imea ox ��i m �u®1 era9� sPevc <"ar. NCCISWYdI: Am Purr mo et' aea m/s iu><cr�,sma¢le � p v..m w.l vxoe�. R1%V✓4 .1 w[4P nlW o.LL Ii.N] . 1 Ncrueeii wxaus mGnn ASTN wys :A9pw P+A anaw wt "aurae 1Tto "MITI A, u erx 1e n-Um Ir rt-o/ 9INE aV.91i 'oo, 3 472% r Pi R'1NMa Roo a615 C-1 M4 0.1 (46 rN' AT"MW . 91.INQ IaW Y Pop Y tdaffi916: An G111 IE121[ 41oK w[Yd(A I.1, XTRTM R19L S1PlSf 2VOK "UTR£v. -- .SW a3e -1 Ayl Fft —P4. e&a A.S.S.A. American Shutter Systems Association, Inc. 4268 1Vestroods Drive West Palm Beoch. FL 33407 METAL SUPPLY, INC. Accordion Shutter H.V. BLADE S7 W/ OR W/0 NV. WIm AIMING No 17-107 HEIGHT. tv.g" "yl MZ I'j I11 U• O' O' p• O Op• O• p• O• p. p. p p. p. m L wILNw©'taw g(�w.10 • '°• �• �eJw�i• �w�•�w'v�.i� TYPICAL In HHV BLADE SHUTTER ELEVATION N.T.S. Ye OF CORNER CENTERMATE • nTE"N HV LOCKS Aun CENTERMATES• 1. MANDAIDRY CONORION /1: ONE HV LOCK'fS or SHALL BE USEp AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12• MIDVE OR BE`OWr2 OF SHUTTER SPAY FOR SPANS UP TO 105', AND FOR INST DONS T A7D' ELEVATION: RY LOCK ' 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO OR CENTEPMAIES W/(2) 1f4'0-20 x 112' LONG FIAT HEAD 5.S. M.S. LOCATON OF LOCK SHALL BE AS INOIG1FseF N.., ew.rt o . /4_0 D DM+ILN I'EKrUNMANCE OR FOR SECURITY PURPOSES, UP TO TWO LTv BE USED AS AN INSIDE OR OUTSIDE LOCK. WNNECnON OF LOCKS TO CE. ERMATES 4J BE AS IN@rR 0 ON TYPICAL SHUTTER ELEVATION. WAY ALSO BE USED AT STACKING POSRION (NON HURRICANE11— POSITION). UA ug UN AN ALTERNATIVE DEVICE I L ➢WI)IIIQ'N.}2 OxE HV LOCK 0! 0 SHALL BE USED AT CORNER C NT ANG INSTALLATIONS AT AS, ECEIAT 1"' T._ ATTACHED TO 0 CORNER CENTERMAn W/(2) Ili0-20 r 1/2' LONG ML MEAD SB. NS. iWD LOCgLou. RODS �§ AT TOP h BOTTOM SHALL BE USED. LOCATION FLOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. NT TOP SNORER SPAN SHALL SHE I E nFlrR.n N .c or" eruen, I. £,u UN GAmLNMARS SHALL BE MADE W/ 1/4.0-20A3/4' PLOM. RANUT AS SHOWN ON SECTION HVE, SHEET 8. ON LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN, 6. MANDATORY COMdiroN /A FDN KEYSTONE I — O •^ ONE HV LOCK 48 or la or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BELaW 1/2 OF SHUTTER SPAN FOR SPANS UP TO SB', AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK @ or @ or @ MAY BE USED A5 AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 23 or 0 SYMMETRICM. CENIERMAMS W/ (2) 1/4'-20 v 1/2' LONG FIAT HEAD S.S. M.S. LOCATION OF LOCK SHALL Be AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING ROOS W/ OR CA], TOP AND BOTTOM S COMPLETELY MANDATORY. *NOTES ON HV "T" LO KS AND CENTERMAIM 10NGNUT OR Al 1/CP-20d' $.S.M.S. WTO A 1/YOe�S/B' RNNI2 �.00K IMY"BE INSTALLED AiP�LU MOLT /MIOSPANl OR 12• MAXIMUM ABOVE AND BELOW NIpSPPN, USE OF TWO LOCKING RODS OS TOP AND BOTOM IS MANDATORY. ` CENTERMATES• 1 !Ut WON 'ONE ALTERNATE NO LOCK( NAYBE USED IN LIEU OF NV LOCKS M� OR FOR ANY.SPAN AND INSTALUTIONS AT ANY EtEVATOIL ALTERNATE N0 LOCK e, MAY BE USED AS AN INSIDE OR OUTSI LOCK. ATTACHMENT OF HC LOCK SC4' TO 0 IS W/ 3 Is A 3/8' F.H. S.SM.S. AND INCLUDES REINFORCENENL INSERT AS SHOWN ON SECTIONS'HOB-HNB AND HDC-H . SHEET 10. LOCK MAY BE INSTALLED AT UIOSPAN OR 12' MAKILNM BELOW OR ASM WDSPAL USE OF LOCKING RODS 41Is COMPLETELY OPRONAL. L'V.'`''ti.C..1". " ✓, 02017 RLfftO. IMC. �T E�p- A�S�S 02017 EASTERN METAL SUPPLY, HE, ER A H nA Accordion Shutter System ' •t• F �AA� r[ _ : !Q Ta i1LUT TESTING A ENGINEERING COMPANY yff N.". xu„ s. s! xi vmcwv vNpvrs, nwu ,ul Plwn.: (Tos7Ba-lea . m. ; (sOs)en-Ust -"' t° $ON'719 wLL @ 0. 11LLR b. P.E. n.NDDA MG 1 µ162 American ShUHer stems ASSOC(a+lOn1 IRO. 4288 Westraods Drlva Ylest Polm beach, fL 33407 HV. MADE #1 W/ OR W/0 RV. WNCOW MADE M.uwNar:Lc.(J 85 7/27/1 wla 07 27/17 AL E�? DC C[ni•7M (: ///{I1oNMM DRAWING NoG\�ILtlt 17-1 Q7 ____ POURED r-CONCPETE ANCHORS I (SEE SCHEDULt 0 POURED CONCRETE OR CONCRETE BLOCK CONCRETE SHEET 13) REWIRED 1/4•o-2CW/4' IS. PEWIPED CONCRETE ANC:ARS __i Q 16 �:Ei5t0.sT ISEi u]vnTTk �d sYTT » ' CONCRETE .ANCHORS SCHEDULE ON MACHINE SCREWS w/ 1/4'-20 (SEE 2HEWLE ON SHEEt iJY _(ED SHEET 13) NUTS 0 12' O.C. 72a1kL 14,I/YR-2DU/s•8.5., -+ 1 EO EO MACNMC CC EwS uslNc Ip•-20 NUTS __- 19 t-E0 m1 - E. I i C 0 j{�` 3 Da 15 .250' Mov. C am° 13 Oa 15 .250' y .Y I C OPTION L '� E�_ �OPTION4 I yI1 `I LSOM1Lw3ifFl (1�• I )OR `�/ W i C%ISINiG MW. 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ANCHORS TO SUBSIPATE SMALL BE AS FOLLOWS: (A) TO MSNEW3 POURED CONCRETE TIC,. YS . 3 a0 - 1/4.6 TAPCON M TAPCON FIFTH AD G, T,, MMRU IECNNFADGY - 1/4b v 3/4' ALL POINTS SOLID -REF ARGHGR, u ObTPII BY I - 1/" BLUE TO CONCRETE ANCHORS W/ CAP AS 4ANUFACTURED 6V - 1/4'. TAPPER♦ MYNfPI 1S V•uxrerx,ern - e,w,n.e e.... - AS "WrAC1URE0 BY I.T.W. Buxom (Wn. I'6 . 3 by SCREW. BCU k SPECIALTY COYPANY. (Wn. F'9 . 3 IW) STENERS. MRECT. M. (Min. r. - 2 W D&BE:BUIEO BY ALL mum SCREW, BOLT a SPECIALTY ED WIIM THE MAEROAN S URER (lae. L'S • 3 "T - - H SYSTEMS /SSOMABOB, INC. NOTES: 0.1) ---UN EMBEDMENT MTD POURED CONCRETE OF TAPCON 09 FINGER TRIM NNANCED MREHIMMM TECHNOLOGY ,CHORS µO OPPFRI ANCHORS IS 1 3/4. µO FOR BLUE TAP W/ CAn MENERS K 1 1/2-. A2) WNIUUM MOMENT OF 1/4.0 A 3/4• ALL MUFFS SOLO -SET ANMORR SHUT. BE 7/8'INTO ME POURED CONCRETE. NO EMBBDIFENT INTO STUCCO SIWLL BE PERMITTED, 1/4.0-M Ss. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO Vag, AND V MI FOR WALLS WRH NO STUCCO. 0.]) IN CASE MAT PRECAST STONE, PRECAST CONCRETE pMEI PAVERS OR ANY rNEER BE FOUNO ON ME COSTING WALL OR FLOOR, NNCHORS SHNL BE LONG ENOUGH TO REACH THE UNN STRUCTURE BOXING SAG HALL FRUSHES. µMORALE SNALL BE AS INDICATED ON NOTES Al) k A2) ABOVE. FOR INSTALLATIONS ON vNYL STONE OR EIFS ATM OR MWOUT METAL STUBS CONSULT TI ENGINEER. FOR US MA RFON EFTO OFS WHM WCUL STUDS SEE SHEET 20. (0) TO EOSBNC CONCRETE BLOCK: (ASH C-90) - 1/4b UPCON OR TAPCON WTH ADVANCED TNRFADFORY TECHNOLOGY µHORS, AS MWVF,,,,pM BY T.W. BURGER. - 1/4'0 4 3/4" ALL PMIMS SOLID -SET µCHORS, AS D6TRI MO BY All POINTS BERN. BMT a RPECKW COMPNTY. - 1/4.0 ME TO CONCRETE ANCHORS IV/ CAP A9 ULH,FACMLEO BY r,I F,,TB ERs O:RECi, INC. IM/NPPNi OR µOTHER APPROVED LICENSED OR AUMDRIIECHORS AS MANUFACTURM BY PI OI WIOGR REOSm; W,, THE AND DISTRIGIRED MM M1 SNUBEFf SYSTEMS ABeB VW. INC. NOTES: B.I) MWIMUV EMBEOMEM IWO CONCRETE MOI OF Tµ,,N, BLUE TM W/ GP µHHORS AND TµPER4 ANCHORS IS I Ile µ0 TAPCM N)111 IDVAYCED 1HFFMFORN TECHNOLOGY ANCHORS IS I.. B.2) MINIMUM EMBEDMENT OF 1/♦b r 3/4' All POINTS BOW-SEI ANCHORS SHALL BE ENTIRELY ROMEO MIA ME CONCRETE BLOCK. NO EMBEWENT INTO STUCCO SHALL BE PERMTTED. 1/4' 120 M MACHINE BCRnR USE, $WML BE 1 1/2' LONG UINIVW SHWLD STUCCO MST. AND 1' MINIMUM FOR WALLS WITH NO STUCCO. ,.]) S C4STC PRECASTWCPAVERS CND AHGERING WALL RANCHORS SNL B TCHTHEWINSIR CTURE BENNO ENO �THISHM ANCHORAGE SSMI BE ASINMON NOTES B.1) h 13.2) ABWE, FOR INSTALIATONS ON MUTT. SOINO OR EUS RRN OR WITHOUT MET& SNOS-CONSULT THIS ENGINEER FOR UUVQAWN INTO GUS VIM METAL SILM SEE SHEET M. (C) 'CHOIRS MALL BE INSIAwEO MIOMNG ALL OF ME RECO"ENDAMONS µ0 SPECIRCMIONS OF THE MINOR'S UANUR IUgER. EDGE DISTANCE VERSUS SPACING SCHE LE F R NCNORS MAIMUM ANCHOR VMINGS ARE MD FOR LOSS (L5UMCE5 WIMO ) MO'N. FOR E. D. LESS RRN MC INDICATED. REWCE NNCHOR SOMN, 44 SCHEDULE BY THE LIISS MO REDUCE) SFA GRIMEDAONC USING rF OR SHUL NOT VC LIN IMMI 10.MUN SPACRIO INOIG cD FOR CALI MCNOR TYPE. ACTUAL FACTOR ONE TAPC,N TAPCON III ADVANCED TNREADFORM TECNNOLOLY All POINT SOLID SET BLUE TM W CAP / Tr -PER + OICTANCE wry. BPAGMD ED. MIN. SPK'ING . T MIN, SPAMND . 3- Ylry. SFACIND - } I/2 WN. SPAONO . 3'1 3 3/4• 4• FWREO COHMIEIE k CON.11 T ..OYIRII D7OET€ HOGI FWRED CM:CROC A POURED CDNCALTE h �9UE E0. Y wA CD..J t/2' wt ED.2 1/Y CONCR101 �C RLOCK CONvT{iE BlOC1:�lE 3D�` 3' 1.0 1 0.90 lA 0.98 To O.B4 1.0 0.51 1 3/4' - 0.91 - _ _ 0.4J - 0.35 - - _ 0.35 a* 1111' LAVA N rF GW1) )ILTE�. INC. I L E C O E N�. , A S S A American $11Mi}eF $Y9}Bm9 Association, Inc. 4268 Westmods Drive West P¢Im BeOen, FL 33407 02017 EASTERN METAL SUPPLY, INC. - B RT A VR., Accordion Shutter System H.V. SLADE #1 W/ CR W/17 H.V. V NWW a" o bb ' 4 Yn l� ` 'Op % A7, 0 :' --F,-�>�� TILUT TESTING A, ENGINEERING COMPANY e155 nW sIw s1, sw ]6s, ware rAROINs, rtpm9r. 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BADE d1 W/ CR W/O KV. WNDOW BLADE NANO No 7-107 (1) HV BLADE OR M HV BLADE W1 HV WINDOW BLADE WORKING IN UNISON* • ]¢ uWrmas a vu ra sIYBc dal san IP + NOTES ON ANCHORS REQUIREMENTS: WP D SUBSTRATES I. ANCM Tp WYLL. ft. OR XUB YWN SCRFa 9 BE I f0UDW5: & SYB5114r[ S Eg15151 Of ME laLpMiNG - I/.b rNK011 AVOIOR6Is uNNIIO1U5m Br lr w. 9111LFZ W/ NIFYVN EYEmYFM A9 IYOLGRD /.r GU: Ox 2T5 16 ! Ir. -SWIMOVN Pttf N.. ] W a.055 -DDUa PR w/ C.OM (N.B.S.) (la3) IXCEPIIWI: SFE Ag1E ] 6EILw. ROW, S NOTE -SPWK£ PPIE IIR NORM W O.OAJ MMS.) -SPRIRF qNE BR SO:1111 v� O.0.JO (I1,05) 2 AVOIORS rO Xg10N CWRG S BE AS PER ~Me T U. SMELT IT .0 MW. warn a " 1/S (M PEY.q'O (1986 YPY) L'G SfAEK A5 PER NO$ ]p15 SPEtllIG1GK. ,. AVCNORS SNµy B< PSIILID PCLLOIlry µy p( ME RCCWYEIp11b15 µp yEpTGtIL96 CI iryE Avurws NMTAYCNRpL MO17 M ECO. > 3 IL ECOTNC. TAUT TESTING & ENGINEERING COMPANY x:.. a, su, us, vFa,,A —" flu M (305)871-15 0 . Pa.: M31871-um nOB,T, U . / Am&&An American Shutter Systems Association, Inc. 4268 Westr000s Drive West Palm Beach. EL 33407 Accordion Shutter KV. MADE q1 W/ OR W/O H.V. WNE AWING No 17-107 rr OHV WALL HEADER INSTALLATION IXSTItro 2.W MIT WL SEPIA00N 10 CUSS I1 MOD JUrz'(EYE SCHEDULE ON SHEET II) REOD ; 8 1/4-P TIPCi41 OR - - II. r-WCON WITH ADVANCED THREAOFORN TECHNOLOGY --��-'— 1 I/2- YI, PENMPCN Of THREADED MID TO EXISTING �TV/ --•—��� I WOOD REACER. (SEC SCHEov.E ON SHEEY 15) ( YN SEPAIIRW 1/4'R-20.3/4- S,S. MACHINE I m oVSS (NE I OR /��� SCREWS W/ 1/4'-20 NUTS F--• SCHEILLE ON SHUT 1R� D 12' oc. ( OR, SHEEr IR rrR ...%(:illUlltiq IXSnxO 1 euDEs mG d-j IliWiryG . w .. II 1 C41 s I WNL 1 ^ OI\ (fOPTIwIAL u . MS,, ®� YIN. pl ' t\gUUUU • w� 2'.1-p I HEADER MOST IT-P TAPCON OR TAPCON WRH ppVMCEO WN, SEPMAhpN t0 GU53 I _THRCADFORY TECHNOLOGY W/ 1 1/2' Y:n, PCNEIPAnON or THRWEO MEX 10 EOSiwG (SEE SCHCDNE DN SHEET 11) EXISTING WOOD HEADER. ClASSy I 1 y '•. l (SET SCNEOM ON SHEET IS) . •. 4 2'.4' CONY. SILL PUT REO'D. I Mx s XNITeN TO CUSS 1 b41. SEPARATNLV i0 ^..{A0 I IXISTCiG� (SEE SCNEdRE ON SHFCi Itj J ; 1 EILSJ�(SEE SCNEWIE ON $N5£T 11) ' 1 WASY ILjW!lJI7� � _ 1/4-0-20o/4- S.S ( I 1/4'O-zoo/� SS uACHNE SCREWSUSUAPlGW1/ice-zprs1.V15 11 1 20 NVrs O IY I o IY I,. o.c. WOOD PUTE "L�E7E=REo'D, iCON WRH AINANCEO I/4'o LMCON pR TrPLON NI111 AOVANLED I2.a" EOM. LOGY W/ 1 1/2THREADFORM TECHNOLOGY W/ 1/2' 7I'1/4'P TAPCON CR SRL PUl[ MiFADFO MEA i0 Y:n. PENETRATION OF THREADED MEA 1190 PLYWCeo =2-MO�CU� REOD. I! � , ExST.NG NOOp NEApfq, I \ iePCON N'lIH PDVgNCED FCR 1fPIW.(SEE XNMJLE DN yQET Is) (SEE SCIIEOAE ON SHEET 15) EXISTING IIIN. 214' �, 1/2' uW, COA']\ 1HREAOiORM TECHNOLOGYVBLT. 1 '( Wstt FINISH SNDSO 16' OLM,M,PLY OD REO'D. ^`: "T \\ W/ 1/2' YUL PQ ETTON OFpONS CW B COX P WRX , ftW'D. REO'p. *,Zoo 1D aE WLL THREADED AREA INTO KYAODDNY WAY TODSO 16' O.C. uAX. REVO. ATICHED To SNDS w (s¢ SCHEDULE ON SHm 15)AUAlmx. ® HV WALL SILL INSTALLATION ED TO STUDS IN ACCORDMCE ACCOROARCE: MH THE ra.c ATION F.S.C.SECTIC Me oT THE HV WA I INMA I Annu SEEwp ATg.Hs w for VSTALLetuE R�`ox 9REt IP III'FLORIDA DUILOING CODE Non Hlgh VelocI ,Hurricane Zone IP �SEH T/ O20n mrzw, INC,®zon vsTENN A. SUPPLY, INe ...........�ir : BE M u�SNSF�HVw IL E C O LNG. AmSmS.A� Accordion Shutter System * > HV. ®ME x1 W/ OR W/O NV. WNDOW a11nE TIWT TESTING A,ENGINEERING COMPANY ATBFIoan Shutter Systems E.E rtpFs A 69s N.. I<a. $t. sl.3Gl e,aw R409rynaew Asaoelaflon, Ino.>/n/1 wrz: p>/n/n p0s)an-u2o. rm : (3os}e21-1ss1 4268 Westr000sDime,j14 rmw: on.cmo�cm., Ylest Polm DRAWING No q .A.1...E�{\� �`E'I' ®-STO6naDeoth, FL 33407 /Oti/\'(nPLBL�` 1I1 e4TER I. TIWT A. PS.EEi ' / �' 07 P F CPO .PlLI /ne>c RORO/. 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