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HomeMy WebLinkAboutSET UP-INSTALLATIONSFh9C1ANOgHCe1I 1. BERTHA KV. AWOROION SHUTTER SYSIELT SHOWN ON THIS FRODIICT COLLATION DOWN (PLED) HAS SEEM VEIM"M FOR WYPWNCE W ACCORDANCE MYTH THE 2017 (61h EDTCY) OF THE FLORIDA CODE ME ACCORDION SMMR s7GRM SHALL. HOT BE WSTALED AT HIGH VELOCITY HURWCµE ZONES. DESIGN YOND LOWS SHALL BE OEERNINTD AS PER SECTION 16" OF ME ABOVE MENRNEO COOS, To A BASIC WIND SPEED REOLORED BY ME NRISOICIIIN MM SHUTTER WILL BE INIPAL ED WART A DIRECOORklm, FACTOR Kd-O.65, USING Ma 7-10 AND SHALL NOT EXCEED ME MµUM (0.S0.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 MRU 15. 19 & 20. N ORDER TO "ER'" ME /DOVE CONDITION, ULTIMATE DESIGN NWTLOADS DETERMINED PER ASCE 7-10 SHML Be ENS REDUCER TO ASD DESIGN MND LOADS EY MU MPLRNC MEII BY DES W ORDERTO COMPARE THESE W/ M.MR. (AS)) OESGN PRESSURE RATINGS NOGTEU'ON SHEETS Il MOM 15. 19 & 20. W ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.EO., AS TESTED. %THE NOT OVER .STRESSED. A W S INCREASE IN ALLOWABLE SINES, FOR Me LOADS WAS a5[ LOOM W THEIR ANALYGM HOWEVER. A WHO DURATION FACTOR C I.W WAS USED FOR vENmcATON OF FASTENERS W WOOD. BERTHA KV. ACCORDION SHUTTER SYSIEFS ADEGUACY FOR WND µD WRSE MSSE IMPACT LOW HAS BEEN VEOFIED W ACCORDANCE MM SECTION 16R.1.2 OF THE ABWE YENRNW CODE AS PER AM REPgR3 -HY SLADE(D /0214.01-03, /0715.01-03, 11001.01-05. 11214AI-M 00CH7.02-06. /a6a9A1-10 AND j0210.01-11 AS PER TAS-201, TAS-202 µe TAS-2W PROTOCOLS µe A,, E-106 AND "DOG STµDAR E (MISSILE LENTIL D, NAND ZONES 1. Z & 3) & /1220.01-10 AS PER TAS 201. 203 & 203 PROTOCOLS Iµ6E MISSLE _W PON ON BLADE m 1aSET"1 OB AS PER ASM E-IES6 AND E-106 (MOSSNE LEVEL 0. WIND ZONES 1. 2. 3) BASIC PROTECTION ONLY AND t ,2eOj_,, A, PER' TA, 202 PROTOCOL 2. W RMEO AND 1W YANDOY7 BLADE ® ARE ENSNCTDED TO 11MUE W UNISON YAIH EACH OTHER UNDER ME CENEFW. LIMITATIONS AND COMMONS OF USE WODATEU ON SHEET 19 3. BERTHA KV. ACCORDAM PINS (W SCREWS), USED AT BUDS KNUCTOE AND MR DIRECT MOUM CONNECTION TO TRACKS SHALL BE #14a2.75' AND 014.1.75' RESPIR B V. 410-HY MINRI SCAWLESS STEEL SOREVIS WM1 1Xo Ivi HELD SIRER NOM ATOO NO TENSSTALL BE STRENGTH. PUNS BE CMTED WRR BERTH W GACROSHBLO CMTING SYSTEM AS NANUFACNRED BY FS APPROWUY SEVTE COATNR MPUUlORS, REGISTERED WRH µHH ERICAN SRER SYSTEMS ASSOCATOK PINS NUS' REAR ME HV MARWHO ON MDR HEAD. 4. ALL ALUYWW QIILUSIONS SAL. BE ALIIMMIM ASOCIATON ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. LANI VELD STRENGTH FOR 6063 76 ALLOY NS 30.0 W AND MY W MR 6005-TS ALLOY, 5. ALL SCREWS TO BE STAINLESS SUED. 304 OR 316 AIS .SEINES OR CORROSION RESNSTAM COWED CARBON BITE. AS PER GO ,OMB WITH W W MIN. YIELD STROHM AND 90 ki MIN. TENSILE STRENGM µO SHALL COMPLY W/ FLREM BUILDING WOE SECTION 2411.33.4. S BOLTS TO BE ASM A-307 GN.VµREI STEEL. OR. AS SM OR 316 SERVES STAINLESS STEEL WNH 35 AM MINNUN BETA SROHCM, 7. SEE ME FOLIOWiNO SHEETS FOR ANCHOR $PECUTCAITpNS: HV SLADE 0 : 12,13,/4,15 AND 20 TALI SIADE 0 A 0 WORKING N' UNISON: 12. 13 & 15 & THE BERTHA KV- ACCORDION S UTTR SYSTEM, SEARSA US. PATENT I8779.5R2. COYPCNENIS OF ME AIPOWAL ARE CO`CNW IN )MOLE OR IN PANT BY U.S. PATENT /5'NB.179 SSUM TO EASTERN D. T SHALL BE ME RESPONSIBLOY OF ME CONTACTOR TO VERN ME SOUNDNESS OF THE STRUCTURE WMERE SHARER IS M BE ATTACHED M REHM PROPER µCIROAGE MNMAD M TO TAL(CAWI ALL SHUTTERR COUPONENT EDGES WKaH RFYNN, MRU FASTENING N CWTNUOME CONTACT WM1 THE BUILDING TO PIRVFM WINO/RMN INRUSOH, 10.CENIER.AAlESFAOH UNO INST BEAR PERMANENT MEL INA :EOLE MALE AM WAWBIO ROTE DUTµ'G PETERS OF NLTMACANE WARNNDS HOME OWNER. IEFIAILI. OR OTHERS. MUST PFOPERLY CLOSE ALL WAND He AND ENOAGE OR TOOL ,CAL Iry AND HD LOOM. I" SHImER MANUFACMREAR LABEL SHALL BE LOCATED ON A READILY Vf9BLE LOCATION AT ACCORDION ,UTTER W AECORCANCE IAM SECTION 1709.9.3 OF FLARMA BUILDING CODE ONE MEL S BE PLACED FOR ENTRY OPENNG. LABELING TO COMPLY WITH SECTON 1703.91 Or TIR FLORIDA SSLDING WOE 12. BERMA H.V. ACCORD" ,OTTER SYSTEL" INSTALLATION SHALL COMPLY WITH SPECS WpICATED IN ME MIMING PLUS ANY RUGDLNO AND ZONING REGULATIONS PROVIDED BY ME dURTSV CM WHERE POINT IS APPLIED TO. 13. 0) MS PLD PREPARED BY MIS ENGINEER IS GENERIC AND GOES NOT PROWDE INFORMATION TOR A SITE SPECIFIC PRMECO i.e. WHERE THE $TIE CONDITIONS DEVICE. FROM ME PLO. (D) CONERACIOR TO BE RES CHEELE FOR THE SELECTION. NROAIN.UO SE AND INSTALLATION CNG LIFE GATETY OF YES PRRUCT. BASED ON THIS P.M. PTO WDED HE/91E DOES NOT DLNATE FROM ME CONDITIONS DETAILED ON THIS DC AMENT: CONSTRUCTION SAFETY AT STE S ME CONTRACTOR'S R,G,,,SSUr, (E) MICA PERM ALL BE CONSIDERED MOOR) P ALTERED BY. ANY MEANS (d) SRE SPECIFIC PRMECTS SHALL BE MMED BY A FLORIM IMMETENSO ENONEEROR ARCHITECT WHICH WILL BERME ME ENGINEER OF RECORD (EOA FOR THE PRWEM AND WHO WLL BE RLRONSR LE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD ACTING AS A DEEGCED. ENaNLET TO THE PLEA. EAGINEER SY , SUBMR TO M UTTER ME SINE S4CH C O",NAGE FOR (e) aWGIHM. PLED. STALL BETS THE DATE. AND amCINAl. SEAL AR ScAMRE OF ENGINEER or RECORD THAT PREPARED It. TABLE OF CONTENTS GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPCAL, SHUTTER ASSEMBLY 30-44 SHEET 4 TYPICAL WINCOW BANE &WINDOW DETAIL AREA 21 Hl/ R ADC G) AND PN MNDOW RI ADF Q (WHERE APE t .AB E1 TYPICAL SHUTTER ELEVATION & NOTES ON HOCKS SHEET 5 MSYALIATION DETAILS A-F'. CONCRETE/BLOCK $HIM 6 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 CENIERMATE OCTPRS W SHEET B CEIDMAkTE ALTERNATING DETAILS MV SHEET 9 FND CONNECTION DETAILS 1-6. CONCRETE/OLOCK SHEET 10 MAXA AI SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION OEEAILS M-R, WOOD SHEET 16 WSFALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X VIDOO SHEET to AREA 3• NLA WINDOW D ADF AA ONIY TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4: HV WINDOW BLADE C oONLY NSTALLATION DETAILS. METAL SMO WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO 'OBTAIN PERMITS IN THE STATE OF FLORIDA 1L•Q�♦".......,..�Afy$ OW17 TILMOD N0. 02017 EASTERN METAL SLIPPY, INC. SCANNED BERT V1M ASSA BY LT Er C p Accordion=CW15-010 Shutter System f ���/ Ty T OR/o rtv. WINDY( Sue ATE i American Shutter SystemsE T 6R W m LA I 1' ♦ lTtllT TESTING &ENGINEERING COMPANY i uCI@ COUnty •:, T �� rN♦ e1+snv. .,s,, ESL M.,xi,. wmw, upRaaFLaecN nl ABsoatation. Inc. 7271 MTB 0%7/17 : (3os)671-13To . Faa ; (3M)671_1631 4268 Westroods DriveDRAWING N& 01-067te West Palm Beach, FL 33407 '`s%OIiA�. E. i•FL rvu7w A I+wr,l.. v.E iJ�JNaTOPER Lk. 144157_ THY SOLID RLADE COVERED UNDER US PATENT 11 5458179 USE OF BLAQC4;�—ON SHEET 19 ©HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ ITV BLADE rl) i •� L91)' 0' 69' 470 LIM- R, LIV CEILINGHEADR 0 ED FOR USE W/ HV BLADE 1 ONLY, SEE SECTIONS FOR VAUDfTr 6063-TO ALLOY AND TEMPER MY% YYNt ' 1' .CBT HV A4 o i a. 3OHV UNIVERSAL FLOATER OUAUFIED FOR USE W/ HV BLADE TD 005-T5 ALLOY AND TEMPER �1� HV HEADER/SILL QUALIFIED FOR USE 1Y/ HV BLADE�ONL 6063-TE ALLOYY AND TEMPE r ALUMINUM ANGLES QUALIFIED FO$ USE W/ HV BLADE I ONLY. 6063-T6 ALLOY ANO TEMPER ®HV DIRECT MOUNT QUALIFIED FOR UI Y! NV RUDE 1 I 6063-T6 ALLOY TEMPER . 9QHV WALK -OVER TRACK QUAIJFlEO FOR U$E W/ HV BLADE (i 6063-M ALLOY A 0 TEMPER WO NM A B T1 i2 © f' 6' YIJL 1/6' 1/9' 2-s' ua1L G., o., 19 9.5• 7• WIL 0.190' 0.190' 1� R' S' IUJ(. QO9• QIJP .994' B4) g 19 .9Y0 MALMED CRH USTACKHV BLADEn ONLY. USE W/ AND TEMPER HU FOR U E W QUALIFIED FOR UI W/ HV 6063-TG ALLOY EA1D TEMPER. I \]4.... I Y C �'-'"�cF�f' 02017 TTIEW. WC ®Zal) EASTERN METAL SUPPLY. M BER A Accordion Shutter System Y sF TIE o A.S.S.A. � • � • HV. HALE TILUT TESTING ��� T �1//17 ATBflaan ShDNBF Sy91BRIB �1 W/ OR W/0 HV. YAtOOW HALE n. x oEMaPnox r; t_n • . * 6,ATE OF 0. ., & ENGINEERING COMPANY "*� "x. v- �+ma+a 1Law u1a fte� : (]06)B)1-1510. F. a (M)e)1-101 Association. Inc. 4268 Westroatls Drive 1 oln a-oss m/n' 17! a A. -G TD: NV/_\�w� t _lssf�•. ORIOI!.:'a4r,1333 •-�ia-9 6 — West POIm Beach. FL 33407 1L N0.1E�':07Pn0a0A Uc / u1s). FWI `t iR9Nr LILVAl10N nf�e O K R FOR "T" O K cureaufiTr QUALIFIED FOR USE W/ " BLADE I ONLY ' OUAUFIED FOR USE W/ W BLADE IDONLY 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 1.91 OBS a d HD CENTERM!Ml QUALIFIED FOR USE W HY BLADE I & A 6063-T6 ALLOY AND TEMPER ® LOCKING RODa QUALM FOR USE W/ W SLADEQ 6063-T6 ALLOY AND TEMPER 6063-T6 IIS"P Hlt3"0-16 Al 1,61 . I fi w QUALIFIED FOR USE Yt' NV BtAOE 1 & 6063-T6 ALLOY . TEMPER *1/E' ,n'° (33 HV 1 /4" 0 0 AI 1 04 RI S-5, THUMBSCRE7616 QUALIFIED FOR USE Yl/ FP! BLADE.. 1) CSOIT r Ree, tlV'w 1� I L�C O TILL TESTING At ENGINEERING COMPANY U11 Kam, bW. 54 SM.b; NYS+A G5�R9. N.pIDI i2 C i�t Fnee ; (SeS)6'll-ISTp . Ea.: (3Gs7en-t561 A -maE ,m.xoGr..em "4,EP A i0.Mf Jr. VC LLaNA MI6767 Im `111' IF_ 3A5' O 0° ig HD LOCK BY MGM HARW®M . QUALIFIED FOR USE W/ HV A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West P°Im Beech, Fl. 33407 I BY -EMUS LOCK QUALIFIED FOR USE W/ IN BIADE 1Q & ® ONLY. 9B' n le' �. AFTER RNfliG BEFORE RlvErelo 1,/4"0-20 RIVNUT+ } -T3 ALLBr) IMGE ruvogs MN lie: A4 YItiUFACNR[0 W A'LFL m. n3, =E, gnu a, caw. HNATIVE LOCK F0$$ USE 1Y/ w )E CIJ ONLY. `MUMSNRH BrWIpER as KEY CNINMA 02,5' M , 1 dss' Me,. M MBNW IlUNDO, OR KEl' L5) W'n CYIWDER 1.>8" Mw. INK BOLT LOCK 0 ;tty Hurrlcon� %V�. SUPPLY. WC. NYTM� Cutter Sys RV. VANDWE EL LLK OWxtl Br: it t w2 oT/; DRAWING I 17-1 SHUTTER ASSEMBLY SCHEDULE FOR HV HY Q HV BLADE 1 ® HV BLADE 1A ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER ® RV WHEEL CARRIAGE A151 302-303 SERIES 0.8705t3/16' THICK NYLON WHEEL 0.188'0 AISf 302 SERIES S.S. RIVETS HV 1 3/4- ACCORDION PIN W/ #8 HEAD ® HV 2 3/4' ACCORDION PIN W/ #8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW EXTERIOR * f: yy (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR ® d n�0 _ BOTTOM KNUCKLES. OF HV ACCORDION SYSTEM W/ FNY 1D OR IE HV ® BLADE. WICAL SHUTTER- ASSEMBLY (2) HV PIN ® MAY BE USED IN UEU OF ® AND ONLY AT 3. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D .0324- BLADE WHEN CORRESPONDING TO INSTALLATION '11'. SHEET 7. A4B-I- U (3) HV PIN ® OR ® W/ 1/2" O.D. 1/18" THICK S.S. WASHER lm 0 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X,eA 4EET HEEL CARRIAGE AIL 2 1 MOR ® � I .. I G)ORO 'IIi j i EXTERIOR i w WN ©�E%TER AT OR 6LAOF'S NNUCKM (SEE NOTE FOR REQUIREMENTS) . 1! E ASSEMBLY I MUT x.l�— 02p1) IILTECq OL^. IL ECOENe. TILUT TESTING A ENGINEERING COMPANY Wsf x.v. — 5 SM. US xRGW pWOOR NOI n Prong : ()0>M!t-1= . F. :"(OcSN11-ISSR a -ma: ImeceomAcom Cg-0068>19 r1.OppL Ha 1 44167 on ,t B25' RUDE .p025' y .Ofi25't �.p6T5' S. Uv-SJAERUZED GRADE OR SA 'ATNE PLASTIC LEXAN 103 RESIN NOTE 'F" ON SHEET 191. POLYCARBONATE SOURCES FOR 4 ]coca R�l9t AmnaE sung 161a6)R uya] ,m'�'Iml m 0D� soLnx w MUsAI` N: Am am ma M. aa] min•• tF11611 Y0D SIN61M AM OBX a.KapLL 9.1N IM RB]1R't SiRMix N R:a ]yry WGp If}y PLL 1],�W F;l lIWRLL IXLVBK asN W% 3W.Wl hLL Yf.O[0 R04 wfo4n am A9Y mes Re n-ur R9 rt-oI wol¢ 61,4nr aqm mw ws a can a 9.a Rarz of wr ea .rm can o-ro]ss w a4a A4RY 919m Rufi r veo r EReS eVI rtep� 4s+Mcm RN1L SRPaAIII 9U)�AbK A Bbf Onl ]dW PLL YQ61L SiRf5Y BQen RH \UTFAFa AIM M NB EWI A.=.� EBIp NE A.S.S1eA. American Shutter Systems Association, Inc. 4268 Westroads Drirve West Palm Beach. FL 33407 Accordion Shut KV. BLADE #1 W/ at W/0 KV. 1 No @-0- ®• @f,- III m• TYPICAL (1) HV BLADE SHUTTER ELEVATION N.T.S. �Igo-lRr n OF CORNER CENTERMATE L13: ONE HV LOCK, w ®SNAIL BE USED AT 1/2 OF SHUTTER SPµ FOR ANY SPµ D ]f2 OF SHUTTER SPAY FOR SPANS UP TO 1.5', µ0 FOR WSTALI�DONS T ANY :T3$ MAY BE USED AS µ INSIDE OR OUiSDE LOCK, ATTACHED TOQQ OR 0- 0 x 1/2' LONG FLAT NERD 5.5. U.S. LOCATION OF LOCK SMALL BE AS INDICA ION. EL IF DES R FOR SECURRY WRPOSES, UP 70 TWO IN MY BE USED AS ANINSIDE OR OUTSIDE LOCK CONNECODN OF LOCKS TO CFDRERI UI 0 U. BE AS INDMAT ON IYPM L SHUTTER ELEVATKIN. MAY ALSO BE USED AT STACKING POSITION N 4. MflIDRFMNIN110N 19- eNC Nu Irvv D S3. MAS, TWO IOCMNG RODS 1& CN T IL SHUTTER EIEVADON. SHEET 12 ,6. MANDATORY CONDITION 73 COP KFYRNI ONE HV LOCK @ -r a or ®SHALL BE USED AT I/2 OF SHUTTER SPAN FOR ANY SIPµ OR 12' ABOVE OR 8EAW 1 2 OF SNUFFER VAN FOR SPANKS UP TO BB', AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK (8 or 0 ar � MAY BE -USED AS AN INSIDE OR OUMME LOCK, ATTACHED TO or ® SYAIMETRIM CENTERMAIES W/ (2) 1/4' 20 x 1/2` TANG MT HEAD 5.5, M.S. LOCATION OF LACK BULL BE AS INDICATED ON TYPICAL SNUFFER ELEYATWN. USE OF LOCKING RODS 0 W/ OR *6 TOP AND BOTTOM IS COMPLETELY MANDATORY. *NOTES ON HV NTN 100a AND CENTERMATES, I ON SECTION HVG, SHEET LONG S.S. THREADED BOLT WMAY BE INSTALLED TOP µ0 BOTOM IS MAT •NOTES OTT HD LOCKS a r:cN RM TES; /} 1. `.ONE ALTERNATE HD LACK+�7MAYBE USED IN LIEU OF HV LOCHS AR FOR ANY SPAN AND IWALL/.NDNS AT ANY EIAYtYparc1 . ALTERNATE NO Lo"AM MAY DE USED AEMOINSIDE NSERT a a SHOAN OONSESECTIINSGHCR Me HaG- C,�s18NLe'EY' 0. LOCK MAY BE RJSUNU.00 DOES AT UWSPµ OR 12' MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKNG RODS g 6 cavou TE.Y OPROHa- AA14r....... /�� ' v Sfi' M017 MEW. VIC. OMIT... OMIT EASTERN METAL SUPRY. INC Tu Accordion Shutter ,v IL�CO A■a7■a7■Ii■ •a /F �•? *i American Shunter S stems Y RV. P AM R1 W/ OR. W/O RV. WN OW RATDE �a�IwN -Art GAWK ft. Le 9p :••• TILLif TESTING 4 ENGINEERING COMPANY c a. xY, ASSOCia}Nan. Ina. 1 OLD 15-085 xo. a w: xa „RRwA tAA0f11L pImL4 v1 vwu I (saA�71-uw. re. I (ws)en-0N ow: LIDarcOaMcwn 4288 Westroatls Drive West Polm Beach, R 33407 A ss • • �� 111 x s DRAWING No --:/0NAL EN '.11I. w Ufm A.0TIUTT'�. P,E 17-107 4 _ P.E. SEALjM;li#URE/DATE rLORa. LK E KIAT s A SHEET N nr nn CRETE ANCHORS PuiJ (SEES� 1SONO)J E ON q 40.D REOUWEO yF • CONCRETE ANCHORS Q 78 °� — $E NNN01O / lllttt• f IStE SCHEDULE dY OSHEET 13) (®av Enm T//) TO 1 jWCHIIfESMEILS. • / '�` . 1/2. / oSNG 1/N'-2O NUTS f 1%2• ,/ ; /. , "f 0 IV O.C. - f f .250• M. ---__ 3 OR j ©}jV WALL NEencu lucre)IerION BQ FLY WALL HEADER INSIA ATION + KEYSTON n 1l YG GII.S 99NW0i 1 OR �� �— NW. cHITRA KW TO CUSS (SEE SCHEOuIE ON SHEET 117 i Lm OAa (9E i Un SEPARATION TO cuss 11 ­0 I ORrOM fo I 4i 9B 11 itli FE Sa EW E ON S EE il) I eAa¢ata:® F>USnNG I OPROIVL ' - ) , t . E 0 •`L . - OPBONtd. 1/4 Ym �. ? e 0. •' I I 1. 4 / / I ( @8 GR 18 OR 12 I d I 1/1b-20xJ/A• S.S. - /� i F ua. • r' lr �' l / E [ PN0av3 INU55 NIAD i CONCRETE AYCHW$' 1 1�% N 18 NKNLYE SLREIK USNO �/ 1• Ile-20 NUTS 0 IY OC I ,1 S t j C_.; / CONCRETE ANCHORS DRUM EAD S.S. SCREWS — � xEAD WCH�NE $CREHS (SEE SCHEDULE (SEE CONCRETE: E SCMEOUtE ON SHEET 1]7 I F Yla ON W/ I/r-20 NUTS 0 IY-O.C. as ON �I DER= S4FiT 13) CONCPOURED RIp1piW QD Hy WALL SILL 1 INSTALLATION ' U1 o�N REa1Rm _ m oaxwETE D OHM WALL SILL INSTALLA110N OR CONCRETE BLOCK tlOiF i0R CNIiTxATION pi SECnOYS! WALE REWIRED O 'HV WALL SILL INSTALLATION I_ SEE MUME4 FOR IMMCN. INNB,,,ER ' INSTALLATION DETAILS W/ AsSEN&Y 2- UWNNNG SECTIONS = BE COUBMEa iW C 9. EDGE aSEANCE •SEE WI ATeN5 V IISE FOR (SEE SPECWrAT0N5 GN 5NEE1 I>) ,WE �ON SHEET 19 � H V BLADE Am WAY TO suit Nn WMImUlON. , rAr , ' pA -/ FLORIDA BUILDING CODE Hon High Velocity Hurricane Zi ;:'�,10ElYSF':,,✓9 =`. OXxT nLR<0. W. 02012 EASTERN lanA SUPPLY. LNG `.]' L eRa Accordion Shutter Systel A.S.S.A(v MADE #1 w/ ae w/o TEv. mcm aa)E American Shutter Systems ,� IILN TESTING 8 ENGINEERING- COMPANY Y • N MoNs"NOH aart auan er: Lc. �' '•.. <ORIOP: aA4 .E' iA°° Nx, xx a• a. ,,,. wc,9A , Room, v, Asaoctofion, Ina. 1 OLD 15-OBB T/tT n a m 07/27/1: ........ Pnmx : (am)mt-1s)o . s°.: (wsls2l-1v1 -y(�QL �NG°d'01a00oa"' 4268 West, DrivB : West Palm Beaeh. FL 33407 DRAWING No .°"A WOB>19 • ....... NALTIX A ML T .. P.E ] A _ 17—t.07 P.E. SEAL/SIGNATURE/DATE nxfw Atf.I u167 5 aHPPT CONVICT (SEE SC1ffDUIX ON SHEET CG j E� I I t ORREQU®a Bwmxc �3! MEW 3 .LL1RYi �i Y 11 cx 3 m 810.3/4' HEe WASHER HEM TEK SCREWs a IV o.C. ' ' 3 CONCRE E ANCH0R5 I © - 7 (SEE SCHEDLE ON SHEET u) EArnxp cuts TncE OEM-j - A; /. /tl�. r f 51AB 6 / { / i 1/2 1 /r EDGE OT I m a -M Ea.. ` a / ,r`.. SLUG G �TFs¢ mm.E 9¢i f f� I If Ewsnxc Doss ME J ff SUB ff APRIC/.DLF / .. / j . . I r IPPUCR&E mNa PWPED / r r / r r/ r RCD POURED MT NEAO CDNCPflE MCHpRS O F f .' ''{f ' C ENE 0. CONCRETE 9�m�® I 0 CORE9UR D O. E. 0.� R xiFO MT HEAD W.CFEIE MON' GOWNEB (SEE SCHEDULE ON SHE£T 14) (SEE SCHEDULE ON SNEU 14) 11 TRENCH INSTALLATION CGl HV CEILING INSTALLATION HV WALK —OVER IN TA LATION ALSO ONLY FOR OP TD +70, FOR P Al AS.D. BY. FLOOR tN�'TA ) e710N t DESIGN PRESSURE RATING @FOR SPANS PER SCHEDULE }], SHOO' 11 I mNWY mCONCRETE McxoPS p am FxmwD E1GSlINC MININGSXmseexmuee av OL155 cuts wwnw ro R.aa Dv55�-�-- m,Ra= M I/x'e Po•[m —ate wmu en am �q —�j ruiuvs rNsw• u[+aa W I f/a' D I 1 Na.- m I AIR Taw ommuoao D• Nwv. ' ac Pm uP ro e'-o' vw A•a I � "1 1 I T/4. OG Pat 8Nd 4%Eli TVN t x'-0• tv ro e'.c• unc unr 9 I I uJ �E� � E w /2. 9 3' PR r I I WASHER ROG) jE.o ' . seer n em m.rMn 3 a /r•es/•• xEx NEM �' ' rN TExz CRnvs s f 8 :! wm. S&IUIR TEN SCREWS O9. O.C. _ OR t1PD M SS. NB I CONCRETE MICHORS p f _ 6 e ] ]I f14�D/4. 9.0.5. I I 1 4• W/ Nar O 9 Ot (SEE SCNEMNE ON rT 1 O O 8' 0. C. I'SINa /,1-]p NyM _ ) MEET 14) \'. 1/2 1 U... 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ONE. 0201, EASTERN muSMMY, INC. * D A.S.S.A. on A rS . Accordion Shutter System kv. anDE ®t w/ OR w/o Nv. WINDOW aenE �'•Q •.. •••,GQ. C,' D r • a n. s Sn Pwa c AADrswm S n American ShMfer S afamaTILLR TESTINGk ENGINEERING COMPANY Aesoeiaiton, Inc. -ses In/TweoOnv0 P: 4268 We stroods Drive f DRAYONG No ............ EN6�e''E w�aaaeiTo West Palm Be.._ FL 33407 3 q �` MIEN A $_UT Cn P.E. A 1 ! 1 Q7 P.E. SEAL/SIGNATURE/nATF r'axaA u 1 41167 SEE END WA _TAILS ON SHEETS 70 & 18 SEE NGaS aN LOCNPC xa0a® . NV Laa14Q a© OUT IN r /—Nxlsnxa Goss INSTALLATIONS W/ 1 HV Mal 11FNV1 HV LOCx Q� aJ SMLT i a E SLICK Wk Me; VN o FM IN, BLADE W HV CENTERMATES 00001MATESX`P IIONMONa EUi ®w®w©•O7 w eQw 10 •�w DR 23 SEE END WALI CONNECTION 10•®w©•®w©.®w "GOING cuss DETAIL ON SHEETs ®•®wl®. �wO.®w----------------------t--------------T---•----- -S ran/a'm•-2 I B B w w l 3 1/4' (ww-Ta NLoO Neu. 7' a 1/2' - AN0.[ w/ a) 1/••a wtan 1/2• w 1 •xu�Hs To mxc6Ere ®-® ET YC 0dP/6onou) a I i1WO/•. sus o u' CENT/ HV LOCK _ Eo Ir2' CENTERMATES (•)I,m1/2'sTo Ta Naf MI. PARa10N ATGCN NJCIE (M) ' bR Fuu IEIJc(a. W C 5 NZ HV LOCK � o (r ro s SEE SCHE 5 ` �" * 35' IN 3 * av sHFE 1, ---------- - - - ----- --- --- --- --- ------j----- --- ------- 5 OUT ®o ®J ,o•®w©.®w�.®w HVA HVB O� ® HVC PaMfl aNaflNreofl 0 0•© O O ® w w w 8 10 . ^'J �EIaSTING cuss 7Q�•/®•�w©•T�w ETE ei.oa( WML �ESOSI,"a •®°'+p•®°'p•pw _ -_---- _ _ �6 •©°All 7 w j G 8 .®w®•®u�.® I�E} OK SYM IN ®® MIN. SEDn Cfl _ J Goss a CEN-_._ T LOCK .* ®' ®w�. ®w�. ®m To cuss r a ®. ® W V LOCK �, GPaGNAL (SEE SCHEDULE NGY. SEGA ON ®a.. * INTEMOfl ®.�w®•®w�•® ON SHEET 11) ro cuss (ENES1IN OPnONPL w©•® ON SHEETm1It)) ANTERIOR) _ ,- I — — — — ------- --- ------- ONT , 1 CONCRETE 16: O.C. 3 3 YMIES * II I QyT 6 1/2• MAIL SV OUT ' txEwoR) HVE Val HVF** HVD 11,ip,r/Tarp, ,, FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone `\`1 :'"VCENS ••,• ✓ - 07017 TnTEaa, M. ®]m] FJSTNNN METAL SUPPLY. INC. F •. - R A n. �L�C p A.S.S.A. Accordion Shutter System H.V. 9AOE Bt W/ OR W/O NV. MOW/ HARE American Shufter 5 slema ( TIWT TESTWG & ENGINEERING COMPANY T s[acRlmox mn oxNal ar: Le ,('•• •�Q,C` P. MI, ='MO N. AS8OClatlon, Inc. , am 15-OM 127/1 OnE: 07/27/17 cwuxs. ,-,M m Fnea : ao.)�1-sss , re.: (ma)e71-1aa1 4268 Westroads Drive N `-8/ONA - -Mouao a �'" VIEW Palm Beach, FL 33407 3 DRAWING No • �•` lI/.... YJLTW A IIWf Jr. P.F. •. 17-1 O7 P.E. Sa7S'1GNATURE/DATE FLoncA M. 144167 s SHEET a B OF 20 ALTERNATE INSTALLATION " " L005D Ijy ALE/ "T" LOCKS/ ct NTCRAAATcS A LOCKERS n HV BLADE SEE ENO CONNECTION DETAILS ON SHEETS 10 a 18 OUT Easma Dios IN �% b •Tub uLxn,m w IxssrrcEr,. Ytl eE usm vrtx nxi uOx a.6�«Ri.�.A?,.R3a WSr NO[l W r) ------------------------------------------- I m � {� OUT 2 1/$ ?Zo x 1 1/2" S.S.M.S. W/ 7/8"0 x 3/32" WINGNUT. ( HV "T" LOCK (OUTSIDE) 2 ffiVG* atbn mass; we IL1 EE C TILUT TESTING & ENGINEERING COMPANY n[fi xz va, s...n.. xu aBmu B+Bnoa rum\ v POv., s tBOSjHPI-mTo. r"<: (BpT)ejl_Im «Nw: rna'6710 m [a-� J gRRR A 11Wf J,. P.E. Raises, Ilc,./ Htfil INSTALLATION n HV BLADE )N1 HD CENTERMATES 0 (HDB—H4B OUT SYMMETRICAL HO CNTERP T e W_ 1 QO- LOCK (EXTERIOR) S A..ST.A. American Shutter Systems Association, Inc. 4268 Weslroods Drive West Palm Beach. FL 33407 ' ra rons w uxxro am®� ro® uw ersm a WRWL {WIK W!((i rII,l �-MH B VMO I091LL ILN1bW(S IT44L'O M1 ®4'(© %YANG No 17-107 t 1 fANCREfE ANCHOR` t O IV PC, EO i (LOCATE s" ODE ) OFF) 1!2' UK /Imf/z- sus C 16' O.C. �E 5 POURED CONCRETE OR ! " POURED CONCRETE A POURED CONCRETE CONCRETE 6LOCR WALL OR CONCRETE t OR CONCRETE REOUL4ED j 6Lo" WALL REamw %" ,'yj M.DCR WALL REQUITED /(,> �EIILSRNC GLASS ERISDNC GV55 EUSRNG CRASS r 1 wl.ro r l-�-� {� 56YARE W 4eET W1. SPIPApiI SDQ4aE�ONEse:S"EET 1/184]'NAx Tdl�S4Ef 15 T�OR� r r W 4ma,ss�@Ef �ON SIiE6f ta'PPERR (sass- ®&Q7�j ]F0 !� .•• E.CLOSERTlc p1 J!II IB aPOESm&QIj PLATE. (LOWCATE 1I2' , f BILE"Qh� I�7� AT tmlat srDE esN A USE 1. OR r uxc g1pa1/z' S.NS. I I I ----- (AS APPUCA8W.2*.1/6•aU —_—_ a IV D.C.ALUYWUN CUP ARGIE { T (s ALAT ONEi E 4 j.,J (1) 010S. s.us, op& le. TSUED ' a T V ( \ 'SCE OEtA x FOR a s" TO NECTJ H I OR EITHERWlUl A SLOE OF QtOGiE AT ® SHE CONNECTION OR TO iRM TO LRACNS vw©.OJ.Os1�•®. SEE CON i0 a .6 > a 8 !1p.®a t Aa ODE CONNECTION ,Oj .�O.Qj.A v ©'Q •A�'�,v(®�•Q'®v []•AOA�R�-�•©vO.O.®v ONs DETAI Qua END CONNECT 0 ®D TAA[L 22 END CONNECTION DETAIL g (� ONCRETE OR A no, — — — EM6ONG cV55 RL'EOOCr� 6LOCK wALL pE>nMc n Wt SEPAWMR r 719aT(2'. sus" / 5 1 OR - POURED CRE CONCRETE OR CONCRETE BLOCK WAL. REQUIRED END CONNECTION DETAIL 50 OR • SEE Um Vc,IS o USE FOR 640E �I ON SHEET IR l'. "@CR "@OR(g VIEW Y PLAN DETAIL X OR MOINO GLASS L —ri .®v FOR VMS GREATER TN I a •©OROOR I�OR OR®OR®OR j� oR� \\1•�a CEN • U sF •., y , * 6ial> ly IL A S S A 0201] EASTERN MaG SUPPLY. IIIC. B RT A RVY. Accordion Shutter System y :•dr dyi !!! .Q• ����_'•.�naa1A ?.4v\\\\ ■ ■ ■ ■ American Shutter tams A990CI01)On: IITC. 4268 Westrobds Drive West P.1m Beach. R 37407 HV. Ht.Of y1 Wf (1R W/0 KV. iNtd 4 EIAI➢E 71WT TESTING 8 ENGINEERING COMPANY °Rv..>e;n sa.w.aal. vxalwmq.No�at: Pnene : (aaa)an-lsts , rea : (M)e>t-IS6I xulrn®.imuila n,E RGP9A tt / .15, r. onamno wrz m w1 L� 1 OLD 15-065 ]f21/1 s,ON b r ,crA: cinarinn mr ]n..r T ` DRAWING No _' 1— 107 LOCK Asa�P¢rx lVl1 YWTHIING it .^ I.- MAXIMUM SHUTTER SPAN' 'L+' W/ or or IONS FOR or ®or or INSTALLATIONS W/ LL W/ (ING RODS Of �jl &6 ONE HV LOCK Gr ®or ®. 29 W/ ONE W/ NO LOCKING RODS WO LOCONG (SEE NOTES t: tt) TLrOM EE YsrALUnONs 0 ASOYx : OLR'fl PPaw WNCRElt x UVOD FUL- IUNO WUA uamRC uaexnxe • � x iL00R/CEAING YWIaPS WAXIMUM SHUTTER SPAN*'L+' R 'L-' (ft.) TNSTALIATIONs W & W/ ONE HV LOCKS OR W/ NO LOCKING Ds (V.WD FOR MOIn1nRao SKEET 7) IYyxIA, CONCRETE ASY ®ol IxSTNLAnONS Nmo iLCCAJCQIA'a uwxnxe rLLYl L. LW t-(q m 30 Ia-or le.-G. 35 16'-ID' 40 IF-2' 15'-2' 45 IV -a' V-3' _ 50 R'-3" IT-r 55 fin 10-21 ffi-, r e5- 9'-5' f0'-r 70 e'-9' 9-4' IRVAI I ATION LEGEND CONCRETE & MANSCRY w000 WALL P. O. 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DESICN PRESSURE RATING, DETERMINE MXIMUM SPAN 'L+- FROM SCHEDULE CNLN A NEGATIVE A c DESIGN PRESSURE RAMC; DETERMINE UA)PMUM SPAN 'L-' FROM SCNEOULE TRIAL WAUUM ALLOWABLE SPµ IS EOUAL TO THE MININflUM DETERMINED SPAN BEPxEEN 'L+' µe IO= (3) PROCEDURE TO DETERMNE YA DUUM SPµ FOR CCMBIMTIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/CBUNC MOUNTINGS: FOR A Gr&N POSITNE ASA. DESIGN PRESSURE RATING LI+- MAE: U+m AX. SPAN FOR WALL MCSLNG MOUNTING LL+m MAX. STAR FOR iL00R/CENNG MOUNTING DiSTALLATQNS. FOR A GIVEN NEGATIVE A D. DESIGN PRESSURE RATING DETERMINE U-m MAX. SPAN FOR WALL MOUNTNO INEFALLATONS, Ux MAX. SPAN FOR FLOOR/CEILNG MOUNTING INSTALLATIONS, FINAL MAXIMUM AT104VA9LE SPAN IS EQUAL TO THE WNIMUM RETWEEN IO1+'.'U+. "L1= AND 'LS-' (4) GO TO ANCHOR ULE WITH FINAL MULOWASLE SPAR µD NEEGR.TWE A.S.D. DESIGNA%Iuuu PRESSURE RATING TO DETERYNE MAXMUM ANCHOR L13B5O 55. LBO 185 (1) H V B LA D E 190 1 6'7 4'-5` 6'-3 5'-6' ISO 195 6-3' 195 2' a 200 6'-2' a-2'200 205 6'-I' 4'-I 8'-3' S'-1' 205 fi'-r IY .� FLORDA BUILDING CODE Non High VelocitV Hurricane Zone: �•y:Q~ J�F'�'SF T✓� Z 1Y CM17 T6IEW. Wa, 02017 EVOTAN METAL SUPPLY, Ixe. V l H Ta ZIT ER R ® C C e S.S.A■ Accordion Shutter System C O ,eE- Am HV. 90DE p1 W/ tli W/0 Ky. VAwgy BI},BE 9 11- ; TILMT TESTING' & ENGINEERING COMPANY American StluHer Syshim9 Pr, x N'stAlPiw» IMrc lausx IM Wm. G. "Ur 1`} sR5 0.R 31. sl Ma ]00. NBfLY GWm4 fu. Al Association, Inc. 1 OLD 15-095 P7/21hi ME 07/27/n \ PIm,,.: Lw�)67,_Isw. r,.; Lsm)971-1ss1 rm.x 14MAeaca<om 4268 Westroc6s Drive DRAWING `Ss�ONAL•'1 1d 04,719 West Palm Beach, FL 33407 No wMEA�A T E i 17-107 `krEn ,P _ m®moo©oo mmmppmpp mmmppoop mmmppppp mmmppppp mmmppopp vee LIA®OOC 37pppplC �lppppt poop Etpoop�O ap°aoeo Ron=mw a�aov®o YYYYY vpoppop OplpOplpp apooppp appovpp OHNNERS WALL HFAppt MOUNTING ® limm�apo YYYW W V.]r4`]=-rS]oOLIDIEImmc�mC �i�monn©®mmmmv®00Am®m4pi1000O�®pE Immpppp®®mitlppppm[vmmppppp mmmppmpppRI00RI�®C mmK-MX"x I®®m0pppp0mmpEE7ppppmmpmmpplp000[t7mpQi mmEgpmRllo 6°mmppOpOlilmmpppppLr,mmpp000 p=IORIOA!'dl� 1114M o00��mmmpppOdO0mm00poo Ommm noo ©ne LENK13 pmmmpppO�eOymm00000pm[ammpmE9pplppOOmmEclpp ®m0 vpp�mm 0�0�®mmovvvommmm®000nnom�®oo mmp®vOOmmmp000ommp0pOii0mmmp00OOppmppOOC 0mKNEU mmm0®O0�®®m000b0m®tbm'70000000®OFpIDOC mm92110111 mpOppO[A MEN OpplppOmmOmpppOpppmmppp mmpmppplmmmpppppl®m000vOOMIME" QApOROILA®9pOo®® ®F7DOOpD 10311 0pp00plp0 �mmmOOOOppOApOOpO ®p mIImm10p mmmEIKmEp pO0p m!I00vOpp mmm 00m 0 Kl l0C 0IUKMEX mpUMENE E313" Enams plmla5111 ppl{m{��/7ODtppplp mpmppp0{ppppmpRp®IpppC mmmp mm DOD O� 0®m OO v0 d SE1 moo v000 mmnop�OO nnm�I�ooC TAPcON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID-SEr BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 13 *SEE DNRATIDNS OF USE FOR GIADE ®ON SHEET 19 poEEA=MCop mmmppOClpl glmpO0ppO0.9CEi®pp pODOpppppp O BY BLADE °0 , am= M=Morsmimdvovoo�moopivoo�mnoo�00000©nmo�o ( `r' WINDOW ENMMpO17pLOmppOp=M ram [am M=1 Om0000M WIN0000om®OmOVOpppppmpOO ppplOpBEimpOpppppoppppmmplpIN WORKING UNISON m00v0VO�0+�®Oo00gd�®OD0000�000v00®�0000000 mm MUMMOMv000moBm vv�o��0v00000�00000000 vopopoomopppoppuop p p opcl mmppppo vp000,opmopppvvo0po�M=M us �pPao elilloRlpmoApp MMMM=o=Uxmmm sse�....._ .r._.. __m po , opoppootpopovp voopotopmi - - - - a T - - - - - - FLORIDA BUILDING CODE (Non Rich {velocity Hurricane Za >>i > * : hss� tss SATE emn aLTFfq tYa FE C O INc. A■SwS■A■ American Shutter Systems Asso01attOn, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 02017 EASTERN METAL SUPPLY, UIG' Accordion Shutter Systel IW. MACE #1 W/ OR WIG H.V. W NM MADE. TIWT TESTING �4 ENGINEERING COMPANY ssss Nv. xw st su am. xnma. WmOs ,tamASM f I- : (sos)mt-tsw : F.(3N)S71-trot -"10} awe^^'•^^ ®-Oo06TtB MITER A 16Mf Jt. PE' noMw. t>< / utav oarnvwn o.Ltc tww„ a,. m t 1 OLD t5-085 Jn/t w¢: OT/2'�/r, s s DRAWING No 17-107 J s SHEET 1t OF 20 s ROME ©. 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