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HomeMy WebLinkAboutSET UP-INSTALLATIONGENERAL NOTES: 1. BERTKA N.V. ACCORDION SHUTTER SYSTEM SHOWN ON MIS PRODUCT EVALOATION ECUMERTT (PEDJ HA5 SEEN VERIEED MR COMPLI.AVCE N ACCIMOWCE WTH ME 2017 ISM EDMON) OF ME fLORIM BULGING CODE THIS ACGORONIN SHUTTER SYSTEM SHALL NOT BE LVSELLED AT MOH VELOCITY HURRICANE ZONES. DESIGN ON) LOWS S U1 BE DETERMINED AS PER SECTION 1620 Of THE ABOVE MENTONED CODE. FOR A BALC END SPEED REQUIRED BY ME .NNSOICBON WHERE SHUTTER WILL BE TNSTMLED WRN A DIRECIIOMALNY FACTOR KIa0.85, USING ACE 7-10 AND SHALL NOT EXCCED ME MAXIMUM (AS.DJ DES" PRESSURE BATHOS WGUIED ON SHEETS 11 MRU 15. 19 & 20, N ORDER TO VERFY ME ABOVE COMMON. ULTIMATE DESIGN µMAD LOADS DETERMNEG PER AGE 7_10 SMALL BE FIRST REDUCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.9 IN ORDER TO COMPARE THESE W/ MAIL (&S.0) DESIGN PRESSURE MOVES MUTED ON SIRES 11 THOU 15. 19 & 20. N ORDER TO VERIFY MAE COMPONENTS AND ANCHORS ON MS P.E.O. AS TESTED, WERE NOT 0V STRESSED, A U X INCREASE IN ALLOWMiE STRESS FOR WWp LOADS MIA J� USED IN THEW ANALYSTS HOWEVER, A WINO DURATION FACTOR CD-1.6D YEA USED FOR VERTIUTON OF FASTENERS IN WOOD. BERTHA HV, ACCORDION SHUTTER SYSIEM'S ADEQUACY FOR WIND AND LARGE MISSLE IMPACT LMD NAS BEEN VERIFIED N ACCORDANCE MAIM SECTION Ar. R1609.1.2 OF THE � NEMTIONEO CODE M PEREPS: OU -KY BLADE (D 00214.01-03. 1071501-03. 11001.01-05. 112144I-05. 10317D2-06. 10MOT-10 AND /02IGOI-I1 AS PER 7M-201. TM-202 AND TA-203 PROEOCOLS AND AM E-I886 AND E-1996 STANDARDS (MISSILE LEVEL 0, WRU ZONES 1, 2 & 1) & 11220.0E-10 AS PER US 201, 203 & 20 PROTOCOL$ LARGE WSSOE, -HY WN00W BODE 9 10505.01-W AS PER ASIM E-I886 AND E-1996 (u651LE LEVEL D. MERE) ZONES 1. 2. 3) BASIC PROTECTION ONLY AND 1 0%15,01-83 µ PER TM 202 PROTOCOL 1. MV BIAD[(D AND NV MNDOW BUOE ® ARE p:GWEFAED iD MORN N UNISON WEIR EACH OTHER UNDER ME GENERAL LIMGA110NS AND CONETTEMS Of USE MUTED ON SHEET 19 3. BERTHA H.V. ACCORDION FINS (ACV SCRIM). USED AT BUOES HNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SILL BE j14A2.W AND /14AI.75- RESPECINEY, 410-M MINIMUM SEWED STAINLESS STEEL SCHEVS WITH 135.0 MM YIELD SWEI OM AM HBO Av TENSILE STRENGTH. PINS SHALL BE COATED MITI BEREIM NV GCROSIED COMING SYSTEM AS MANUFALTIRW BY APPROVED CMTNG APPLICATGRS, PECOTERED wOH AMERICAY SNUTTEi SYSnus ASSOCIATION. TONS MUST BEM ME Try MWUWG ON MER MUD. A. ALL ALUMINUM EXTRUSIONS ShV BE ALUMINUM ASSOCUTON ALLOY MD TEMPER AS MCMD ON SHEETS 2 AND 3. MIHMIN DELD STRENGTH FOR 1W3-T6 ALDY IS M.0 Rai AND 35.7 kVI FOR 6005-75 ALLOY. 5. ALL SCREWS TO BE STNNIE55 STEEL W4 OR 316 NEI SERIES OR CORROSION RESISTANT COATED CARBON STEEL M PER BY 50B18 WITH W AMi MIN. YOU, SIPENGIH MD 90 b; MN. TENSILE =MOAN. AND SHOAL COMPLY W/ FLOODA BUILDING COOS SECTION 2111,11.4. 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR ASI 304 OR 316 SERIES STAINLESS STEEL METH 35 I9i MUM" WELD STRENGTH, 7. SEE ME FOLLOMNG SHEETS FOR ANCHOR SPECRUTIONS: HY BODE (D 112.13.14,15 AND W NY BLADE O & © WORKING IN UN6ON: 12. 13 & 15 B. WETS BERTHA N.V. ACCORDION SHUTTER SYSTEM BURS A U.S. POW /6779,582. COMPONENTS OF TIES APPRMAL ME COVERED. IN WHOLE OR N Pµl BY U.S PATENT 11-1117, ISSUED 10 USEW4 METAL SUPPLY. M. 9. IT SHALL BE ME HESPONSI9NTY Of THE CONTRACTOR TO VERITY ME SOUNDNESS M ME STRUCTURE WNERE SHUTTER 6 TD BE ATTACHED TD INSURE PROPER µCHORALE CONTUCTOR TO CABLE AL. SHUTTER COMPONENT EDGE WHINTU REJNN. N FASEE MG N T MI CONTINUOUS CONTACT, THE BULEM TO PREVENT MNO/RAM NMUSON. SCAL/ TO- &4CH UNIT MUST BEM PERWJMETE LABEL N A VISIBLE PIKE OEM WARNRO NOSE: DURING PEMODS BE KI@IOCMtE wARNMS HOME AM NOWNER. TENANT, ON OTHERS. MUST MOPERLY CLOSE ALL HV AND NO CElTERAMIES AND ENGAGE OR LOG( ALL KV D LOCKS. t1. SIHIMEA MANUFACWREYS IMEL SHALL BE LOCATED ON A READAY N51BLE LOCATION AT ACCORGON SHUTTER N ACCORDANCE MN SECTOR 170 -9.3 M FLORIDA GUIDING CODE ONE LABEL SHALL BE PLACED TOR EVERY OPENING. LABEUNO TO COMPLY WINK SECTION 17MOI OF ME FLORIDA BURfING MADE 12. BERTHA N.V. ACCORDION SHUTTER S'STEM'S INSE"LLAMN SMALL COMPLY E TH SPECS MUTED IN MI5 DRAMNG PLUS ANY BUILDING AND ZONNG REGUTATONS PROWDED BY ME JURISOICTIGN WHERE PERMIT is APPLIED M. 13. (R) THIS P.ED. PREPARED DY MIS ENGINEER IS ROMERO AND DOES NOT PROVOE INFORMATION FOR A SITE SPECIFIC PROMECT. I.e. WHERE ME STE CONDITIONS DEVIATE FROM ME RED. (B) CONIMCECP TO BE RESPONSIBLE mR THE SELECTION. PURCHASE AND V BYA LAM N INCLUDING LIFE SAFETY OF TINS PRODUCT. BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT WWA E FROM ME CWDIMNS DETAILED ON NIS OOCLUEM. CONSTRUCTION SAFETY AT SITE IS ME CONTRACTOR'S RESPoNSBrtFIY. (I) WHS PE.G. MLL BE CONSIDERED INVALID IF ALTERED BY MY MEWS. (Id = SPECIFIC PROJECTS SHOAL OE PREPARED BY A ELNEIDA REGISTERED M"ER OR AFpIIEECT MICR WILL BECAME ME ENGINEER Of RECORD (TOR) FOR ME PROJECT AND "0 CALL BE NETTLE FOR ME PROPER USE OF ME PIED. ENGINEER OF RECORD. ACTING AA DELEGATED ENGOIEER TO ME P.ED. ENGRER SNLL SUBMIT, TO TUTS LAMER ME SITE SPEOW, OR.AMNGS FOR RENEW. (e) ORIGINAL PZD. SHALL BEAR ME ANTE AND ORrMAL SCAL MD SIGHOURE OF ME ENGINEER OF RECORD THAT PREPARED R. TABLE OF CONTENTS GENERAL NOTES SHEET I SYSTEM COMPONENTS 1-20 SEEM 2 SYSTEM! COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 S1ETT 4 TYPICAL WINDOW BLADE & WINDOW DETAIL AR A HV B A n AND W1. NDOW (WHERE APPLI 2R1 PY MADE 64 1YPICAI SHUTTER ELE"WOI & NOTE ON LOCKS SHEET 5 NSTALLADON DEEMS A-F. CONCRETE/BLOCK STREET 6 INSTALLATION DETAILS G-M, CONCRELE/BLOCK SHEET 7 CEMERMATE DETAILS NY SKEET B CEMERNATE ALTERNATING DETAILS Try SHEET 9 ENO CONNECTION DEEMS 1-6, CMCRETE/BWCK SHEET 10 MAXIMUM SPAN TABLES SHEET II ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCNEDUIE- CONCRETE & BLOCK SHEET 13 ANCHOR SCNEDOE- CONCRETE & BLOCK SKEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 NSTALLATON DETAILS M-R, WOOD SHEET 15 NSTALLADON DETAILS S-X, MOD SHEET 17 END CONNECTON DETAILS 7-t2 & X. WOOD AR A 1; HV WINDOW BLADE & SHEET 18 ON V TYPICAL SHUTTER ELEVATION AREA 4: HV WINDOW BLADE C1i ON SHEET 19 r NSfALtATON DETAILS, METAL STUD WAL$ SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF To AAAAA SCANNED B 1 St. Lucie County 11•P\rV ,,,.. .....�A%S s\. ; JGENSF',,.9 t 1 Et �(�}/ •: bI111t 6� ' * N AV .2011 PLTECO. INC. IL E C O }a-. A,S,S.A. { AmeHwn $11M}}OF $Y9}em8 ASSODIB}}On, Inc. 4268Wesh00 DEive West Palm Beach, FL 3J407 02017 SATEEN NEµ SUPPLY. INC. BER VTM Accordion Shutter System HV. LiAOE Q1 W/ OR WAG HV. WNWN THEE TILLIT TESTING & ENGINEERING COMPANY 'M n.a SE>. al, FM. 30A vxnW INOG+A HGWw m PnmM;(30s6n-I530.Em;(305eT_I531 pis C-Co"'I's wm «ALTO+A mUT"PAL FLORIDA ILI 1 44167 N, OEM". I4M OMMH IN: LG 1 OLD 15-085 7/17/1 UED 07/27/17 . ;fss. "" \p•�a /ONAI.E Or 2 a ORAvNGNO 17-107 i 1DHV SOLID BLADE COVERED UNDER US PATENT 9 5458179 1A HV WINDOW BLApE!/ OF USE OF BLADE.PPYON SHEET 19 ,�HV ADM. FLOOR TRACK OUALIFIED FOR USE W/ FW BLADE 1 ---�63-T6 ALLOY A D 3EMPER 1.91)' �F— a ' \4 339P• 3 '�i� / HV CEILING HEADER OUA1lF1ED FOR USE Vl/ W BLAOEr,ONLY, SEE SECTIONS FOR VALIDII . 6063-T6 ALLOY AND TEMPER M`1%WITMNt PEW 1(.1/ SIDE ANGLES QUALIFIED FOR USE W/ HV D N 0.4 4' N M1 CHV UNIVERSAL FLOATER QUALIFIED FOR USE W/ W SLADEQ 6005-TS ALLOY AND TEMPER t,1 j BY HEAD/ER/STILL F'� OUALIFIE60FOR i6USE LIV NA p.TE PE,PI ONL ALUMINUM ANGLES QUALIFIED F0 USE IV/ HV BADE 1 ONLY. 6063-76 ALLOY AND TEMPER OQUALIFIEO FOR USE W HY BLADE 1 6093-TS ALLOY A TEMPEP B)HV WALK —OVER TRACK OUAURED FOR U$E W/ NV BLADE 1 6063-T6 ALLOY A FEWER COMPONENT 4 B TI T2 V t� z8 r u4x. 0.190' j o.so" I0"3," O.id9" , 1]' L 9{2 .g .920 L �HV TRENGH TRACK QUALIFIED FOR USE W/ HV BLADEQI ONLY. FOR USE W/ M SLADE(D LLOY AND TEMPER 1 HV RAINGUARD QUALIFIED FOR U($Vf/ HV B AOE I 6063-T6 ALLOY A D TEMPER, YY .:........, //. r �10ENSF•,.Vy` / ;' * 1 ATE GF ¢� ORIO?: C' e, 3aO ry /4 �••}}•]•�•• (F•\!y\ IIII P GR'W.'Ai`lM(`R"e.m�Aic /nnic .SOD YLTECO. Me IL ECO,N�. A.S.S.A. American Shutter $y4}eR18 Assoclotlon, Inc. 4258 Westraodl Drive West Palm Beach, FL 3340, 02D17 EASTERN ME AL SUPPLY. INC. THA AccordionBShutterSystemstem HV.. MADE #1 W/ LR W/O KY. WHOM ®ME TILUT TESTING 8 ENGINEERING COMPANY w N.w, xa 4 s.. a xccNM wP ax n6 a u, r Pv : POS)871-1s3o . ra. S3sslan-,sm a"'" [. to Pi .01 SVLLiFn A ALLa L. P.E. ttORfl4 Me 1 a{16T �., x oEttmPnax wtt wu.,v ar; �e o s ,s-oes v i are ozlzr/n z 4 DRAWING No 1 7-107 cure, 1 9 J HV CENTERMATE FOR USE W/ Iry BLADE IO& 6063-TG ALLOY AND TEMPER 2 1 J56 9 ' 1 k sI Lgpay�TT 061i srRr °t2N sRart °F•`R0N HV MALE "T" LOCK 1 - HVicalleTc I LOCK R FOR "T" LOCK urcauerc QUALIFIED FOR USE W/ HV BLADE ONLY CUALIFIED FOR USE W/ BLADECl%l'ONLY 6063-76 ALLOY AND TEMPER 6063-TS ALLOY AND TEMPER 1,917 063' L- zu• -' :q '311 HD CENTERMATE W/ NO v OVALIFIED FOR USE W/ 6W BLADE I & C 6063-TG ALLOY AND TEMPER I' LOCKING RODS QUALIFIED FOR USE W/ HV BLADE�D 6063-T6 ALLOY AND TEMPER i)INSTALLAUON WILL REQUIRE A 7/16 6063-TG /� 1I J L,325P '8) HV 3/8"0-16 AI A+P•E�� OE as . aou$= TNWLL of I mi 2.0 "Mon, .318' �i Eaus LwIwR - \.aRAS3 cN+ELe A M I. (dRPR MARA) N Nla) 1.325 - ® HV LOCK ® HV EGRESS LOCK .D 3 e7 OVALIFIED FOR W/ HV QUALIFIED FOR USE VY/ HV V. H D CORNER CENTERMATE ONLY. SLADE(II)& @ ONLY. Q AURED FOR USE W/ HV BLADED ONLY —2501 D.D. 6063-TS ALLOY AND TEMPER PU TC "FAD -.518_ ��-518. ♦N5, '32' MDWEED� Fi m M1 n L.360' 1 4" 205xa3 4" BEFORE RPm"G� arvEnN S 5 THUMBSCREW 1 /4"0-20 RIVNUTe SERIES 140 ALUM pax.-n ME" WM «ANaE MN L®Zri.: $ m ANEEM. PMI I Mo.. n mAnmACNR® Or AW4 BERRY TICTORN. PMPA`PENY, 12W AA1,, onN UR vx N HV FEMALE "T" LOCK CENTERMATE HV "T" LOrK HV Ali RNATI nett OUAUFIED FOR USE W HV BLADEOONLY QUALIFlEO FOR USE OUALFIED FOR USE IV/ RV 6063-i6 ALL Y AND TEMPER VY/HV BLADE V ONLY. BLADE 01 ONLY, 3AGI THUM6NRN ClHNOER OR KEY CryNDER D.625• M .1 IF .12r Na.lD,11 �OVPUFIEO FOR USE Wl HV RLADE 1 Ni.$J M�f 41LNDEFI L-1/A`a '�R HD LOCK 0-20 AISI 304 •SERIES By RECENT HARDWARE MORTISE LOCKS SERIES 233J HOOK BOLT LOCK S.S. THUMBSCREWS OUALIFIED FOR USE w/ HM BLADE iO& I(A`� QUALIFIED FOR USE V!/ HV BLADE iQ FI IWInE DIIII niMP PnnE Y3E__ u -.. 3E_._ _... u 1I1(1 ON17 TILIECO, INC. 02017 EASTERN METAL SUPPLY, INC. fAA>aC�N •`•G.•.�p a s s a B RT TIA T �I.p_ Accordion Shutter System HV. HALE 1 WJ DR W/0 FiV. WN)OH BLADE ITX* TILLIT TESTING & ENGINEERING COMPANY American =_ f S•• une'�p•i 4 exAxA c"s. Shutter systems Ev3. R SPAAssociation, InnoEscMPnox /u>tt)1DoRRAATmW NImAG; NnLoc W.AnIO A P.- I.— Oael_1v1 4268 Westroods Drive OR West Palm Beach, FL 3340,6xle • lld. 7-107 (1 w0.LP.E. �FA,L�/S(�S�ATIJR.a'iDATF WIDA u. } AslfiT s o curt. SHUTTER ASSEMBLY SCHEDULE FOR HV HV O1 HV BLADE 1 ® HV BLADE IA ® HV LONG RECESSED NYLON DUSKNG 3� HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER © HV WHEEL CARRIAGE AS] 302-303 SERIES 0.870-K3/I6- THICK NYLON WHEEL 0.188-0 AISI 302 SERIES S.S. RIVETS © HV 1 3/4- ACCORDION PIN W/ 88 HEAD a ® HV 2 3/4• ACCORDION PIN W/ JB HEAD a ® POLYCARSONATE IMPACT RESISTANT HV WINDOW 1* 1 ZY j h g9g @OR (9 y Ir 4-�5 P 4 EXTERIOR 1LI 11 41 qp6 I r. FOR (9 !SC[ NOiE FOR BEGNRCMENTSJ Q OR (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR 1� ® "..a BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR y` HV (9 BLADE. TYPICAL SHUTTER ASSEMBLY i1 I.S. (2) HV PIN ® MAY BE USED IN LIEU OF 0 AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D can2e•-, BLADE WHEN CORRESPONDING TO INSTALLATION "0'. SHEET 7. 048=— (3) HV PIN © OR ® W/ 1/2" O.D. 1/16- THICK S.S. WASHER im 0 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. SHEET W*EL I, CARRIAGE DETAIL a) OR 9 1111 41. f NY PIN ®OR© AT ENTC11O2 BUCE'S NNOCKLE. (SEE NOTE FOR REQUIREMENTS) ALTS J_ ' LEMBLY�YYOUT 1] 17 TILWOO. Rc. TIELDim TILLIT TESTING 6 ENGINEERING COMPANY 4us Nc M, S.. S...ses v..rs.0 4lC9LM neaos v PMne : tU*11-1530 . F- (305AN-n01 ,- .. 1Le[o6aKeem M-CM6i19 .1m A:.{ 1. PM DUDE KNUCK mP; 2 7/1 M SEPN BT SL am Ly3fX;l[7:1 6825• s• IIC POLYCARBONATE SOURCES FOR 4 mncu rxaawlex .ra,nac sraaw mur 1�.os. snwe rnar. em osrs n4Y m/� oA.: m/r' am, . AM Po3f 9..w w.; 4%a vat wlw. m10--Ix n .tun .sv mw M. DRWT, uoasus HPlSp usx om :mom e+; vsAao >.; x0:0an Rm rsv1 tutu 1e ri-m/. 1T rtb/.+ S4pF FORM' un mw n] s eu � w. c a a eu6, s usu o4u o-1 oav c-. 0.a 9[M vnax Lm Diem w r eei . sm¢Rx: u+x olv reass sl U .unuv. ..m1 ue vw o.; wo a.a IMmc stuns au*Im. c eaoaRK ury as swl w: eee6 r..t A.S.S.A. American Shutter Systems Association, Inc. 4268 West,ocds Drive West Palm Beoch. FL 33407 Q2017 EASTERN 11ElAl E RT RA Accordion Shut HV. MADE p1 W/ OR W/O HV. AWING No 17-107 i i ( 10 & FULL w' e a I�I IIII o• o• Q' Q` o` Q' Q. A` Q. Q• o• Q. Q. o. Q. 10 • �«�. D 3�m�. j(�S'1 m TYPICAL j) HV BLADE SHUTTER ELEVATION N.T.S. RE, s �g Sit eg? i OF CORNER FENTERAATE * NOS HV LOCK AND rENTERM&TES• 1. MANDATORY YYINDRInY �(• ONE HV LOCK Er} a SHALL BE USED AT 1/2 OF SHUTTER Spµ FOR ANY SPAN OR 12' ABOVE ORB OW 2 Or $NUTTER SPAV RB SPNS UP TD 10Y, µ0 FOR INST DONS T Ntt ELEVATOR. HV LOCK PFt MAY BE USED AS µ INSIDE OR OUTSIDE LOCK, ATTACHED TOT OR CENTERMATES W/(2) 1/4.0-20 A 1/2- LONG MT HEAD S,S M.S. LOCATION OF LOCK SHALL BE AS INDCM SHUTTER ELEVATION. 2. IF DESt OR FOR SECURITY PURPOSES, UP TO TWO NV LOCKS R1 Q OR 0 MAY BE USED AS AN INSIDE OR OUTBOE LOCI. CONNECTION OF LOCKS TO CENTERBvI OR 0� SHALL BE AS IRO OM ON BE AS INDICT ON TYPICAL $NUTTER EIEVpiION. rt rcxru"IAI LUCKING RODS Uj OR AN ALTERNATNE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4 LND6IIIGHJ7: ONE HV LOCK j� gt O SHALL BE USED AT CORNER CEIdFBaR ANY SPAN µD 1NSIALIABONS AT 1P.R'EMN� OR INSIDE LOCI. ATTACHED TO 23 CORNER CENTERMATE W/(2) 14 O-20 . 1/2- LONG FMT HEAD S.& M.S. iW0 LOCKING RODS TTOM �5 AT TOP & BOSHALL BE USED. LOCATION OF LOCK SHALL BE AS INDIMTED ON TYPICAL SHUTTER ELEVATION. "MUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. W 1/4 o-2Ov0/4- S.S. THUMBSCREW TO @L OR 0 CENTERMATES SHALL BE ME W/ 1/4'O-200/4' ALUM.-� RNNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL SE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPµ. 6. MANDATORY CONWRON /• MR KEYSTONE MOUNTING INSTAIIATIONS,ONE HV LOCK Q3 w Or 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPµ OR 12- ABOVE OR BELOW 1/2 OF SHUTTER SPµ FOR SPANS UP TO 98•, µ0 FOR INSTALLAnONS AT ANY ELEVATION. HV LOCK 03 Or 0 or @ MAY BE USED AS µ INSIDE OR OUTSIDE LOCK, ATTACHED TO 0 OF @2 SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 r 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER µ ELEVATION. USE OF LOCKING RODS W/ OR @ TOP D BOTTOM IS COMPLETELY MANDATORY. *NOTES ON HV "T" L9QKS AND CENTERMATEc. �• OVE ALTERNATE IN T LOCK 00 MAY BE INSTALLED IN UEU OF HV LOCK$ �4 OR 5 FOR ATr1 SPAN µD INSTALUTION AT ANY ELEVATION. iINNAT Inrr M uer or urn.. — ... ...�....,., _. .— _. LONG S.S. THREADED BOLT W/ 7/8.0 x 0/32- '��OCK MAY 6E INSTALLED AT MIOSPAN OR 12• •NOTES ON HD_LO�KS & CENTERMATES• I ifO IDLY AS� Wl ND DLNIFRYA1E5 t� R �j /!7 - ONE ALTERNATE NO LOCK Clj MA�YBAE USED W LIEU OF /N U.S a3 OR t� MR ANY SPAN AND DflTALUTIONS AT ANY ELEIIWI ALTERNATE ND LOCK C MAY BE USED AS AN INSIDE OR OUTSID( LOOK. ARACHMEM OF HO LOCKS TO @ IS W/ J (B It 3/6• FA. S.S.U.S.. AND INCLUDES RflNrORCEMENT INSERT w AS SHOYM (IN SECDONS M08-Hy�A1D HDC-HVC• SHEET 10. LOCK MAY BE INSTALEG AT WDSPA4 OR 12' MAKIMUM BELOW 02 ABDT MIMPµ. USE OF LOCKING RODS a K CdAPLETRT OPTIONAL on 'qh eloc'ly u r cane D21117 mum. WC. 02017 EASTERN METAL SUPPLY. INC. i� > ILT ECO : TILUT TESTING & ENGINEERING COMPANY C AY\ U'.3 x". XA A. Ai 10). MY.M` GRM]y II{4p Y � I'Iw ; pOs7en-1ssD . re.: (DDs)Bn-1vI 11A .-mat: Mlcoe4Wxo-.. ®-CF1 Wµ1W OUR L A ¶Wl , PI ,..r RARW Uc f «167 A.S.S.A. American Shutter Systems Association, Inc. 4268 LVe5lr0atl5 Drive West Palm Beach, FL 33407 rrll049" "VIM Accordion Shutter System HY. HADE p1 W/ OR W/0 HV. WINDOW BADE ry. xo DLSCgIpRpN DAK dYex 6I: LC I otn a-aes T/aT/I me o7 n/n T DRAWING No 3 17-107 PWREO CT)NCRETE� POURCD 1-QCNCRETE ANCHORS CONCRETR— (SEE ST3) ON REWRED REWWRED FNER IS) —� \ CONCRETE ANCNORs (SEE SCHEDULE ON SHEET 13) Q 1 B `EmY51Yrt WExMhq®y15N21 )) 1� 12 a+14 \ Eo�ro 4uCrm.2 D5CkEh5 •s. USING 1/1•-30 NUTS 3 ON 5 E j I .350• Ym. DPTmx4 -j I Yx ma..ow n rwWa a NOI I 1 1 OR £ G N1A55— N,Ocsmem 1 Y.N. FEPA DON TO GLASS I I ^(SEE SCNEGOLL ON SHEEN 11) I xlsnxc CCAA LLA GLASS --,I @ HV WALL HEADER INSTALLATION ATION + KEV'MnNe (J HV WA I HEADER INSTALLATION CPmNc QA m OAa OII 1 I I OR 19* i YN. 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A2) WNIMUM CUSEDNENF OF 1/4'0 O 3/4' ALL POINTS SOUa-SET ANCHORS SHALL BE 2/8- INTO ME WINE, CONCRETE NO EWMMEM • W{ UMrAMrs a VS iaR INTO MaoMILLBE PERURTEO. 1/4'0-20 Ss' WENGNE SCRCW USED SILL BE 1 1/2- LONG MINIMUM SHOULD STUCCO EfAM f1p, ONn t5 E%I9. Alm 1' MNNMM FOR WALLS WRN GO SROCO. lJ A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. PAYERS OR ANY VENEER BE FOUND ON THE EOSIING WALL OR FLOOR, AWon SNIT BE LONG DOUGH M PEACH ME NAIN STRUCTURE BMW SW WALL F N15HES. ANCHORAGE SHALL BE AS INDICNED as NGIV AI) & A2) nBOVE. FOR INSTALLATIONS ON Y,NM SONG OR EDS INCH! W %A HOUT ua& BIDS CONSULT MG ENGNEER. FOR INSTALUTON HMO on PATH METAL STUDS ME SHEET M (0) TO EASTWO CONCRETE BLOCK: (ASIM PGo) - 1/4.0 TOWN OR TAPMH PAN ADVACED MRFA IMRM TECHNOLOGY ANCHORS, AS MMNUFACTUREO BY I.T.W, BIIILDIX.. - 1/4'B • 3/♦• ALL POINTS !WD-SET ONCHOW. AB DISTRIBUTED BY ALL FONTS SCRDY, BOLT & SPECLSLTY CONDMIY. - 1/4-0 BLUE TAP CONCRETE ANOWI S W/ CA^ AS NA'UFAGMRED W F,M,, F,,,,aS DIRECT, NC. - f/4-0 TOPPER+ ANCHORS AS HUGATµR3NE0 BY POWERS FASTENERS. WC., AGO COMMINEO BY ALL PgNTS SCNEW. BOLT & VMMLW COMPANY OR ANY OTHER APPROVED LICENSED OR WINORBEO W1DOR REWBTERi) PORN ME AMEPoCON SHUTTER SYSTEMS ASSDCMRON, fPC. AS A. O M W L 0. Pea, M l3 90 iM tC0 ZO] 3p b 60 >5 90 120160 MUM -Tr.. 2O5 30 14010 TS 9O 120 16I 30.0 9 x B 6 5.¢ f♦ I3 10 9 a 9 6 B 1♦ I] 1 g a 0 a 9 B 8 8 6 N R 10 -9 0 8 6 0 1♦ 11 10 11 8 B 8 6 9 B B 8 6 1. 13 tQ 9 8 8 6 8 14 12 10 9 B B B 5 0 e e 6 ) 1♦ 1] 10 9 8 e Il 12 10 9 fl e e 6 9 8) 5.5 ]3 11 10 9 8 0 6 B q f2 10 B 6 8 8 5 0 a 8 6 4 4 1♦ II 10 B fl e! 8 p 13 10 9 0 8 8 Sv'CIA 8 6 e ¢ 4 14 NI 10 9 6 IT ♦.5 14 I1 IY e 8 8 ♦ 33 B 8 B 6 4.5 1♦ 1] 10 1. 1 8 I 0 1 6 55 14 tl 10 9 B B 8 ♦,S 0 )S S.5 35 - 14 11 to e 1 0 1 0 1 0 1 S t4 I3 10 B e ) a5 ♦ B B a 8 6 1♦ 12110 19 1 0 I B 1 6 5.5 I♦ 12 10 0 B 0 6 4S 0 e T 4 - 14 1] IO 9 a 5 ]S 14 11 10 B 6S ! S.s J A e ).} 4S - 14 13 t0 8 B %5 6 4.5 1{ 12 10 8 d 6 ♦.¢ Js S e3 ♦.5 - - 14 13 1a a 9 . >.5 Ss ♦ 14 1R 10 0 a 6 !.} ].5 14 12 10 1 0 a 6 5 14 13 10 0 0 6.5 S .LS 3 - 14 2 10 PS T 5S 4 ] 1 8 6 - - 14 13 10 9 8 6.5 S Jp3 H 1] f0 0.} 8 5 I - 3 63 3 - - 14 12 10 9 a 63 4.} 3.5 t4 11 10 8 ) 3 35 3 I a ! - - 1♦ i] is 9 5 ) 5 , 1♦ i] 10 0 )S ] 1 SS 4 - _ t♦ 1I fl ).S 8 ♦.S 15 14 10.5 ) SS 4S ]S 4 - 3 ) - - 14 1z f0 8 s3 4 - 14 I3 9 ) .! - - s 4.3 " _ _ '4 '3 10 )S 5. ♦ - 14 13 8 1 ) ¢ 4 ] ®��uvev�m�om000�mu s�i�C'o -` • - IN UNISON+ �i®�aan miH®omna9 O®� a ®n �oanmmmv®ana0�ram an ®mtv�ipoa �m �© ®SIN . �a LTA p® mQJL7ODD a 131HIMpppMpppppopp��® LUM WI'FmEW��aOaa as to eta 1101111111 10 v�oaa�0 N 381i0aaa�00 mOa�Tia® appv lo0n p p© �p ng aNmHEMOM tyfaSIOlEt7®aanaa MM �aovo o M gown sa aiMo�gg13 °Io Kill HEI NblE4 el) MINIMUM EMBEONEGT IWO CONCRETE BLOCK OF ORLON. BLUE TM W/ CW ANCHORS AND TIPPER+ ANCHORS IS 1 1/4' Aa tAPCON WBM AII,ANCED THREA FORK MCNNOLOGY ANCHORS M 1'. 8.2) MINNUN EMBEDMENT OF 1/4b r 3/4' ALL POINTS S()UO-SET ANCHORS SHALL BE ENTIRELY EWMOED INTO ME CONCRETE BLOCK, NO ENBEDUaa INTO STUCCO SHILL BE PERMRIED. 1/4' P-20 SB. NACHINC SCREW USED SHALL BE 1 t/2- LONG MINIMUM MILD STUCCO Mg. AND I' WNIMUM FOR WALLS HIM NO Mao. BSj IN CASE TIT PRECAST STW1 PRECAST CONCRETE PANELS. PAVERT aR At% VENEER BE MUM 04 ME OUM, WALL OR ROCK, ANCHORS M,L BE LONG ENOUGH TO REACH ME NNN STRUCTURE OEHWD ENO WALL naSHE3. µIGHOPAOE SHALL BE AS INDICATED ON NOTES B.1) Is &2) ABOYE. MR INMiLATIONS ON VINYL LONG OR on Wml OR WIINOM NEEµ STUDS COW LT MIS CNGINEfft FOR 1NSTAALARON IWO COS %IM NETµ STUDS SEE SHEET 21 (0) ACNONS SILL BE NSTOLLEO FOLLOWING AL, OF ME RECOuu[fNDAtI0N5 AND SPECURDTONS OF ME MCHOWS IAWUFACSUM EDGE DICTAKE VERSUS eo_r _ ,r . . .._ ..� ..... ..„. ,„,„,.,,.. W%IM1.M AVq{aR SPACINGS ARE VALID FOR EDGE VMWC S RNMARD BELOW. FOR E. 0. LESS MW ME IWdG1sA. Rukla MCHOR SPAW:C BY MULTIPLnhc SPNcm SHOWN ON S DUNE BY ME POLLNOW rxt M, REDUCED SGACIW CVlUINEO MUG FACTOR SHyL NOT RC LESS Me' TAW BRACING INDICATED EON MI APE CHOR TY. .0 FAC OR ACTUAL EDGE DIcrANCE TAPCON TAPCON PONT MVANLEO THRFADFCI TECNNOLOGY ALL POINT SOLID SET BLUE TAP W/ CM TAPER + ex. sPADWc ED. MIN. $PN;Wa = 3- UN. $PACWa = ]' Nat SPMAKD � J I/3' Wx. SPAbnO � 3 3 J/♦• 4• tCO UR BLaN&��QlOAE Wt EO•Y !B4 [0..31/y WHCIlER WN EA•2 1jY POURED COC& aM,NI �-y I�A� IE& COMCRflE ELaK ED.r NONR2 tAWNECVEIERBOOt et La.J 1/2' NN [D.21(Y 3' 1.0 0.90 1'0 0.78 1.0 0.04 IA 2 1/2' - a.Bt 1.0 - - 0.8J 1.0 2'- 1 3/4' - 0.91 - _ - 0.43 - 1 1127 OJ5 C201) HLTECO. IVC 9 TIL r TILLIT TESTING & ENGINEERING COMPANY a)53 xw. 3G. %. P.. 30, NPGwA Cu00q M,pgA 11 c i PI : COS)0)1-ISJD . Fa : (DOM)971-1E31 4t4 - aa: VNPH Pw.Pa,� 1L m EB-NJ6T8 MICR A NNV 11 P.E. ..�� RCRTA Da 1 44167 AwSmSmA. 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TIWT TESTING a ENGINEERING COMPANY ,Q , • 8)SS MM. t6N. X. SLL M5, lhCV/. 6GA 0P3. O 31 ft Prgm: (303)8)1 1=. F..: vow I-1611 NAL EN„'llT 1 0-=63t9 1.TEN 4 MLR n. PM 'PA¢MMAfi io[ /nelr R6!M lie 1416T TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP APPER+ * SEE ANCHOR SPE"'CAVONS ON SHEET 13 NY FOR UP TO +70. -76DESIGN PRESSURE FOR SPANS PER #3, SHEET 11 �HY BLADE ONLY ONLY A.S.S.A. American Shutter Systems Association, Inc. 426E P/estroads Drive West Palm Beach, FL 33407 Lnlfinq Accordion Shutter N.V. MADE y1 W/ OR W/0 KV. WINE AWING No 17-107 n HV BLADE OR C1 HV BLADE W/ 6lA HV WINDOW BLADE WORKING IN UNISON* uAOE�a smr In + NOTES ON ANCHORS REQUIREMENTS, WM__5UNSTRATES 1. NICNORS TO WYU, ROOM OR =D WDDD SOFTY SNV OEM DX17RS: 1 SUBSIMR yWx 6gK1il OF NXLDWINC: - 1/4•0 FAq'WI ANCNORS, M W FK Mf) BY U.N. ONILF]I N/ YiA'II1IM CMCCONEM AS rvLk m, A) FAPI SECIpN ON SNELTS 16 6 17. -SO R ERR ME Na 2 i/ wO3s GLOS) -EEKKAM DER 0/ C.Om Oes,) IXfFPMXI: SEE 6UIE 2 BCID'N. -SP(NCE ME AR N0.41N N ( ) -SINCE ME PR YMII i/ 6.OJG PID.S ) 2 MENERS 70 NEREECR CELMC SMI1L OE AS PER WNNNC ME O. SNEET 17 AND S aae sr V -WN 1/2• WE FLYMMO (IMS A A) W 6tltD5 45 FER NDS xOlf STi91^J.1913 A4C11p1'S WNUFAe I NIID FOUMD NL OF MR: IdKINEImITOK NN SRCGKS' 16N' S OF nc 1111 �.. ......... /f, �- 41CFNS�,,✓y`: 62017 MOTO, IA'[ IL E A.S.S.A. 02017 EASTERN UV& SUPPLY. INC. E T A TM Accordion Shutter System ErV O 1� TILIIT TESTING § ENGINEERING COMPANY wss n.a. x�n. u, su, sn YRsa cumals. RORw mm Fnw : PDS)ea-mw . rP.: 4ws)en-im - ®-�w�D'eila A'" 6Y fR A iNrt F, P.E RORCA U[. f a0167 . American Shunter 5 lemsFIV. Ye A99OC)000D1 �nC. 4268 tYestrccds Drive West Palm Beach, FL 33407 BLADE #1 W/OR W/0 HV, WN0OW BLADE Ev. 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REQ-D. m iY SPUDS W (SEC SfJ1aXIL ON $N[R IS) SUR AHr WSTryyET10N. \ RYd'0p0 i0 8E AFACHEO TO STUDS IN ACCOREGIg E ACCORONICE MIN WITH s[cTro11 zJ0 or THE F.B.C. SECTOR 2na v THE INSTALLATION F.B.C. HV WALL SILL INSTA I ATION ♦ sa w AraYs a or ©HV WALL SILL IRADE ,1'y OH 9•LET 1B' FLORIDA BUILDING CODE Non High Velocity HMrrlcone Zone RSATt1Iy �TtiR l// �/l ozon Taaw. crc. P K 04017 EASTERN MRA SUPPLY, WC. uGFNSF•. ✓' A S S A BER li rM * � 1 LT�TE C O � � � � Accordion Shutter System y, > ILK BI/,OE #I W/ DR W/O HV. W WO,T Iu1oL ` •O : 'C;• /➢%l� TIWT TESTING & ENGINEERING COMPANY American $huger Systems n. x xscRimex 9 T. rA AssoclatlonE Inc.01.10 urz oaAm, er: Lc 0354 UW Ms. h.. Sp. ]61 NRQVA 41eR021WO1 ]J16 T f -• - ; Pxmv ; ws))R)1-IRJO. FOE : p0R)R11-1s)1 4268 Westrcpes Drive 1 OLD Is -OAS 7/27/I, wrt: O7/x7117 f �''•..ORIDP: Ix.ueo t. 3 S ..I...c....E.� it Ip_.71R West POINT Beach, FL 33407 J Df7AWNG No f 4. 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ILT�ECO TILUT TESTING b ENGINEERING COMPANY `i� \\ e5ss x.". xu. s1, su. ena xxexA ewmns, FLp1t. v Phmu; (lpi}6)I-t5lp, Fw: pc'•.FCORtOP (l05)8f 1-191t ' `s�q,• •• 4 (F • WALtFA 0. P.E. P.E. SEdt. A7b�F�Inar rwam. u_ { ul6r 'f 44 ��Q :pe3• �L 4.00. 43 Y /4"QNOMINAI ALUMINUM SLEEVE 6063-T5 ALLOY SEPARATION—TSLQLASS SCHEDIAR 3.aao• Mtx WIND ZONE MINIMUM ASTM E-1906 SEPARATION TO CLASS 1 THRU 3 4 4' I 143< EENCTN . I• MUST PENETRATE 9f• L373'-4 n -- —�u 1/4•e-20 THREADS 43 1 /4"m ELCO CON�UMON QRODUCTS FAB—LOK HO COMPONENTS SCAM. 3/6'= I• U LOCA1Eo AT 1 L' _� . tL11 IN HEADER/SILLVOtpS VIEW Y 1/2• M , SLACK i► SIDE CONNECTION TO TRACK S S A American Shutter Systems Asso estlon, Inc. 4268 Westraade Drive West Palm Beech, FL 33407 lm Ar tr Accordion ShuteSystem HV. BLD#1 W/ OR W/0 H.Y. WINDOW BADE , x fiacclPrrwl ... Dw. v IIr: �e. , ID OtS-086 )/n/I wrz: Dln /Z]/ 2 s DRAWING 17-1No07 °. ,