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HomeMy WebLinkAboutSET UP-INSTALLATIONGENERAL NOTES: 1. BERTHA H.Y. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMEM (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE III ACCORDANCE WIN THE W17 ISM EWKN) OF THE FLORIDA BUILDING COOS. THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE NSTALLEO AT HIGH VELOCITY HURRICANE ZONES. OESIGN 'WIND LOADS STALL BE DEERMINEO AS PER SECTION IUD OF THE ABOVE MENTIONED CODE. FOR A BASIC WIND SPEED REDARM BY THE JURISMUION WHERE SHUTTER KILL OE INSTALLED WITH A dRECIIONAlitt FACTOR 101-0.115, USING ASCE 7-10 AND SHALL NOT EXCEED THE MACTow (A-S.D.) DESIGN PRESSURE FATINGS IRO:C M ON SHCER 11 THRU 15. 19 & 20. IN ORDER TO VERIFY THE ABOVE COMOION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRS REDUCED TO AS.O. DESIGN "No LOUTS BY MULTIPLYNO THEM BY Oe IN ORDERTO COMPARE NEST W/ WILY. (A60) DESIGN PRESSURE RATINGS INDICATED ON SHEETS II TMWU 15. 19 & 20 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.C.Q. AS TESTED. WERE NOT OVER STRESSED. A 33 S INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS Bar USED IN THEIR ANALYSIS. HOWEVER, A WIND DURATION FACTOR 00=1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY TOR KIND AND Wet MISSILE IMPACT LOAD HAS BEEN VERIFIED N ACCORDANCE WTN SECTION 1609.1.2 CA THE ABOVE MENTIONED CODE A5 PER Ail REFORMS: -HV BLADE O 10214.01-03. P071501-03, /IGGROI-05, 1121441-05. #0317.02-06. #060 ,01-10 AND j0210.01-11 AS PER TAS-201, TAS-202 AND TI-1 1 PROTOCOLS ANTI AM E-I888 AND E-1996 STANDARDS (MISSILE LEVEL D, WIND ZONES 1, 2 & 3) & 11220,01-10 AS PER US 201. 203 & 203 PROTOCOLS LARGE MISSILE. -NV WINDOW BLADE 9 /0505.01-08 AS PER ASTM E-I666 AND E-TWN5 (IJISSIIE LEVEL D. WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND / 0725.01-N AR PER TAS 202 PROTOCOL. 2. W BLADE 0 AND Hu KINGDOM BLADE a ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UMITATIONS AND CONDITIONS OF USE ND:wTED ON INFET 19 3. BERTHA KY. ACCORDION PINS (W SCREWS), USED AT BLADES KNUCKLE AND FOR OREM MOUNT CONNECTION TO TRACKS STALL BE g1412.75' AND /14A.75' RESPECTNELY, 410-M WNNUM SERIES STAINLESS STEEL SCREWS WIN MV k4J YOU) STRENGTH AND ISO k,i TENSILE STRENGTH. PINS SHALL PE COATED WIN BERTHA MY WDROSHIEID COATING SYSTEM AS MM UFACNRED BY AFPROIFD CONING APPLICATIONS, REGISTERED WIN AMCRICAN SHVR£R SYSTEMS ASSDOARON. PINS MUST BEAR THE W MARNING ON NOR HEAD. 4. ALL ALUMINUM EXTRUSIONS SHALL BC NUWHUM ASSOCUION ALLOY Me TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6US-T6 ALLOY IS 30.E Mai AND 35.7 W FOR GO05-75 ALLOY, 5, Al SCREWS TO BE STAINLESS SnEt 304 OR 316 ASI SERIES ON COWNOBION RESISTANT COATEO CARBON STEEL AS PER ON SONG MN 50 W1 MN. MELD STRENGTH AND 90 kei MN. TENSILE STRENGT, AND SIWL COMPLY W/ FLORIDA BUNTING COOS SECTION 24113Z,I. 6. MIS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 OR Me STROM STAINLESS STEEL WITH 35 Nei MINIMUM WELD STRENGTH. 7. SEE THE MLLOWINS SHEETS FOR ANCHOR SPECIFICATIONS: W PLACE 0 : 12,15.14.15 AND 20 W GUNK 0 & 9 WORKING N UNISON: 12. 13 & 15 8. THIS BERNA N.Y. ACCORDION SHUNTER SYSTEM BEARS A U.S. PATENT te'770582, COMPONENTS OF THIS APPAPUAL ARE COVERED, IN WHOLE OR N PART BY U.S. PATENT /5458,179 ISSUED TO EASTERN MEAL SUPPLY, WC. 9. IT SHALL BE THE RESPONSIBILITY OF NE CONTRACTOR TO VERN NE SOUNDNESS OF THE STRUCTURE WHERE SHUNTER IS TO BE ATTACHED TO INSURE PROPER MCNORAGE. CONIRACOR TO SWJCAULK ALL SHUTTER COMPONENT EDGES WHICH REMNN, NSA FASTENING N CONTINUOUS CONTACT WIN THE BUGLING TO PREVENT %N0/RAN INTRUSION, 10, EACH UNIT MUSE BEAR PERMANENT LABEL. N A ASSLE PUCE WIN WINNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT. OR DIEl MUST PROPERLY CLOSE ALL HY AND HD CENIEIJNES AND ENGAGE OR LOCK ALL NV AND NO LOCKS. It. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY RISIBLE LOCATION AT ACCORDION SMJNER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SYA1L BE PLACED FOR EVERY OPENING, UBa1NG TO COMPLY WIN SECTION 17019.2 OF THE FLORIDA BUILDING WOE 12. BERNA N.V. ACCORDION SHUTTER SYSTEWS INSTALLATION SNAIL COMPLY III SPECS INOJCATED N THIS DPAWING PLUS MY BUILDING AND ZONING REGULATIONS PROVIDED BY THE MIISOICTICN WHERE PUMP Is APPLIED TO. 13. (0) THIS P.E.O. PREPARED BY THIS ENGINEER IS GENERIC AND WES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS OVATE FROM THE GEC. (6) CONIPACIGN TO BE RESPONSIBLE FOR NE SELECTION. PURCHASE AND NSTALWHIN INCLUDING LIFE SAFETY OF THIS PRODUCT, IASEO ON TINS P.E.M. PRCAWa HVIRIC DOES NOT DCMTE MGM TILE CONDITIONS CUP= ON INS DOCUMENT. CONSNUCION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSMUE. IQ NIS P.E.D. WALL BE CONSIDERED INVALID IF ALTERED BY ANY MEWS. WILL BE fG) SIRE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR Me— WHICH WILL BECOME THE INGM ER OF RECORD (EO.R.) FOR THE PROJECT MID WHO RESPONSIBLE FOR THE PROPER USE OF THE P.ED. ENGINEER OF REWAD, ACTING AS A GUMMED ENCNEFR TO THE P.C.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DMWINNCS FOR REVIEW. (0) ORIGINAL P.E.O. SHALLL BEAR THE ME AND ORIGINAL SEAL AND SICIANRE OF THE ENGINEER OF RECORD THAT PREPARED a. TABLE OF CONTENTS GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLAME & WINDOW DEAL AREA 7• HV BLADE (0 AND HV WINDOW R nnE ({A1 (WHERE APID IP.ABLE) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SWEET 5 INSTALLATION DETAILS A-F, CONCREIE/8LOCK SHEET 6 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 CENIERMATE DETAILS W SHEET 8 CENTERMATE ALTERNATING DRNLS HL' SHEET 9 END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 MAXNUM SPAN TABLES SHEET It ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M-R, WDOD SHEET 16 NSTALATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X. WOOD AREA 3• HV W)NDOW JILADIF Q SWEET 18 ONLY TYPICAL SHUTTER ELEVATION AREA 4, HV WINDOW BLADE (11) ON SHEET 19 Y NSTALLATION DETAILS, METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA FLORIDA BUILDING CODE (Nan Nigh Velocity Hurricane Zone �T -Z N017 RLTEW, INC. 02017 EASTERN METAL SUPPLY. INC, ... GENS�C`,�9 B R N V M SCANNED IL EC O ENc. A.S■S.A■ Accordion Shutter System BY %7�'/(� J s4 N HY. SINE W W/ OR W/O H.V. WNDI RARE 'liTAf!'D 0 AmerlOan ShaNar S slams N TILLT TESTING At ENGINEERING COMPANY 7 x RFsemvn9N An Dwrm Ba LC. { Count, , ,Q V exu N.W. :.., I,.,.. Wa. mAa„u c,wus, F,q,C, a1, Association, Inc. , aLD 15-085 St• Luce l ti 4 2]/T wn 07/27/T7 = - .••• •. R 1 PN.: f3Gz)sn-1539 . F.: (3D51an-mat 4268 Westmgds Drive 2 [�`4L•'�A1L-ta�is'.wm Wes( Palm Beach, FL 334D7 3 DRAWING No -' ��/ONAC I,o M'AL1Ex A. RLUI1, PE. 4 17-107 D C••lEL'AkdC16AIAQl UGC M,Tc FUD'G0A UP. 1 44167 5 ........- 10 HV SQUID BLADE COVERED UNDER US PATENT A 5458179 OF USE OF BLPOE,4410N SHEET 19 ©HV ADJ. FLOOR roerlc OUALWIEO FOR USE LV/ ITV t91) JrO6J' _ .083' C ' 15]a' ``11,, HV CEILING HEADER OJAUFIEO FOR USE W/ 1(V SLADECIIONLY, SEE SECTIONS FOR VF11DI 6063-75 ALLOY AND TEMPER Irl XMN YMNI Cfi]• h�a/ SIDE ANGLES 0UALIRED FOR USE W/ HV �b�,HV UNIVERSAL FL�eT�n QUAU ED FOR USE W/ HV BLADED 6005-75 ALLOY AND TEUPER E2 HV HEADER/S11 OUALIFlE06}R 0YAL/DBE1, C(' ONLLAN' !3 ALUMINUM ANGLES QUALIFIED FO$ USE I'll NV BIPOE 1 ONLY. 6063-TB ALLOY AND TEMPER OOUALIFIED FOR USE W HY BUDE 6063-f6 ALLOY AND TEMPER. (BiHV WALK —OVER TRACK OUALIFIEO FOR L115E VI/ HV BLADE 1' 6063-76 ALLOY A%IO TEMPER CGMPONENi A B TI T] V Y 5 VIG� 1/6 i 1/B' 11W O192' 0.192• 1 !� 2.5' 1' MAT(. 0.190• i0.190• Sy 2' S" xML�0.139' 0.131" Q5 HV 90'1180' ST UM QUALIFIED gR USE W/ HV BLADE(}) 6063-T6 ALLOY AND TEMPER 99T' V— BI] I 12 ' .920 O9 V RWFOR ISRKHV BLAE n ONLY. vr/ Hv TEMPER CO HV RAINGUAgRD OUALIFIE0 FOR A77o W/ HV 6063-T6 LLOOYE 1 TEMPER. x�L C LI4v. ...........��� �- sPeNS ' MO17 TATEw. 014 MID A S S A ■ ■ ■ ■ American shutter $Y91BTB ABSOcIUROn. Inc. 4268 westroods Drive West Palm Beach, FL 33407 02017 EASTERN UU& SUPPLY. INC. BERT A VTE, Accordion Shutter System H.V. HALE MI W/ OR W/0 HV. VA6DDN MAX / / t �8 / �� :� * .. TATE` 0 ., �ss..�RIDP \at�1L1L1 / 1`r'j���1 E�Cj I1 P.F 'rr0'q'�fr.AbN'W- /nATC TILUT TESTING $ ENGINEERING COMPANY evf xx. xm 54 Sv. Sax vvmA r+9pp+6 num. ]lib Px : (505k71-m30 . F- : (50516n-163i mw: m xaaM. w ED-0006719 -&mt A 11Wim P.E. "REA W. 1 41167 ry, x ocscmn6x 'AT oclrm 6r: L[ 1 OLD t3-Oe5 ) 21/1 a1C 07/2I/17 x 3 DRAWING No 17-107 9 HV CENTERMATE FOR USE W/ HV SLADE(D& 6063-T6 ALLOY AND TEMPER QUAUFlED FOR USE W/ eV BLADE 5[I A IJ 6063-T6 ALLOY AND TEMPER C� 6' J •045' ml OJB• , ] 3• 061 I a ' _l 4S � I p P•OO E. � L vux ,Box" EUYA1roN ./...�HY MALE "T" LOCK C �� �.sss• LOOKER FOR "T" LOCK DENTPRtl6TC `E90UALIFIEO FOR USE W/ HV BLADE (I)ONLY 114 HV FEMA T" LOCK cN' QUALIFIED FOR USE W/ HV BLADE CONLY 6063-T6 ALLOY AND TEMPER OVALIFlED FOR USE W/ HV BLADE( 6063-TS ALLOY AND TEMPER 6063-76 ALLOY AND TEMPE I I g `r e GU' 21( " �(o �•E"EHIENAIE W/ No Log 9 ROD + OUALIFIED FOR U5E W/ HV BIADE�D& A) 6063-T6 ALLOY AND TEMPER §� ® LACKING RODS / QUALIFED FOR USE W/ HV BIADECI� 6063-TS ALLOY ACID TEMPER 6063-76 ALLOY AND TEMPER J LJ]5-P (��--- 3-161 A , I '` HD CENTERMATE'S INSERT QUALIFIED FOR USE v/ HV BIADE 1 �& fl� 6063-T6 ALLOT ANO TEMPER V `9 :,/2- m-20 AISI 304 COI['C Y�v I ••••-••PANRD4 IYgUIXU qC CASi b e 1 • _� v' BW(D P4MIro 0I=. N as. A, ]i6 ex4ss PYlN00, ePA6s cruNxR 4 aEVS id"OY (GROYC �IAiCO) n ¢q HV LOCK ® HV EGRESS LOCK T' " DUAL FlED FOR OUAURED FOR USE W/ NV ONLY. BLADE 1Q& ONLY. —2W O.D. 518. SIB• MSIK HEAD "I �] • ucaDEO TD R' • srnLYi _ IR&D• AFTER RNE1N, 1/4"0-20 x 3/4" BEFORE RIVING S.S. THUMBSCREW 1 /4"m-20 RIVNUT* "SERE3 R,» µyYryw (:b1s-n ALLOY) VAu f4Nu Txw We. a[cr A,num, PAm / m2O, rs w.wrAcruxro m awa ortRar Tmoxn6 PaRgPPExY. xtw xa5n wo» m tmuA ® HV "T" LOCK HV ALTERNATIVE LOCK DUAUREO FOR USE OUAUnED FO USE tY/ HY W/NV BLADED ONLY. BLADE % ONLY, I :rci m o • ^ • 0.875• MT. dj O"" �1 I J25' 0.< a _ E ( � IRy 00 rnNDD — OR K I SJ M:n CfiRUai HID LOCK W RECENT RDW� MAMORTISE LO S SEVE6 2333 NOOK SOLT LOCK. ... I d1) AT TRACKS FOR PROPER OMEN( UAUFIED FOR NV B JMC CUALMEO FOR USE Vr/ HV KtW - OUAUFlED BLADE iQ FOR USE W/ NV BLADE`J& CAD r FLORIDA MILDING CODE Non Nigh Veiociq• Hurricane Zone pl'IPV ....... /,!'= Owl, MTEW. u~ 02017 EASTEAN VETaI SUPPLY. INC. • c` ceN "' •• �� ; �q IL� A■a�!'■�'.A. BERT H TM Accordion Shutter System Tj• d' /. TILUT TESTING American Shutter Systems RV. BLADE AI W/ OR W/0 RV. vAEIU((M' MADE , x msnlmON Dau om4m ac Lt. STA a At ENGINEERING COMPANY w33 x.B. In". n, ,,., l0k N6WfA w+ORa. nam. ley Association, Inc, I me 15-oaz T/i]/1 wm D]/2J/n f• ,1 '; F(+'•' �0RI0 P` `•a pS�••N• Pxme : (A aje I-isW . rm ; 005)"1-1531 - m-ooam1s.�n' 4268 WestloodS Drive West PDI,n ea Bth• FL 33407 a 3 DRAVANO No +4` --• ••••••% I,I+ P.E. VSUL�/s��lA NR£'%DATE wLLiW ,l iIW, Jc PL nsRaA 1x. I u163 1 %-10% A s SHEET 3 OF 20 5 SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV OI HV BLADE I ® HV BLADE IA ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING © HV NYLON HAT WASHER © HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870'x3/I6- THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RIVETS ® V 1 3/4- ACCORDION PIN W/ 18 HEAD Y ® HV 2 3/4' ACCORDION PIN Y// R8 HEAD x` ® POLYCARBONATE IMPACT RESISTANT HV WINDOW t PK Zvi UIREMENTS AI EXTERIOR BLADE KNUCKLE FOR (1) HV PIN (9 SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV IQ OR HV ®BLADE. TYPICAL SHUTTER ASSEMBLY x..s. (2) HV PIN ® MAY BE USED IN UEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV iQ 96.3W, BLADE WHEN CORRESPONDING TO INSTALLATION 11'• SHEET 7. 048=r, O (3) HV PIN g OR ® W/ 1/2'• O.D. 1/16- THICK S.S. WASHER O SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 'e>1 SHEET WHEEL CARRIAGE DETAIL w I, ASSEMBLY LAYOUT CMI) iM1TEGe. PI:. I TILUT TESTING A ENGINEERING COMPANY wa xm.:ea s1 w. In I.. ca nc96. as I'— : (:e51071-Isw , r9.: (WX)37I-Im, e-�t iz.ceom— W-Ero6T9 .k" 4 i T Jr. RE (LCWP4 I 1 ..167 EXTERIOR C675' �aE 4625' r v .6625 ,a625' INOVATIVE PLASTIC LEXM ;EE NOTE 'F" ON SHEET POLYCARBONATE SOURCES FOR d r:mu eevnia .wlcac sKow 9mar 0,� mwzz m � PERK 9 M. .aN m9] 60.] 0I � 0.0U 0/J ra19e SrF[IYTI ISfY eeH 9..m Pu 0.'dJ NL nA ^. :ame �.M9 xE9 Asry m]e m n-m/w n nro/. Jvoa Pa's^�-•-- .sn men 1. T OF e9e9Y^ +m cus 0.1 ows c-r (y.¢ s'�x w6nrn asu 9:9}9 :oa � re9 m IISdaOPIQ KN 4:L' IFAi1L SIF(N, P4MNM ASIY W y0t P.i ee.e P.A >kN`'6C ar9951 wan .L':1F1A'G an 4N ye eMl 9.l eeea N1. .S A.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Accordion Shut KY. BLADE #1 W/ OR W/o H.V. mc. WIND No 7-107 0-0w C2•49;" 41.0 I6 wad (� A ^ 6 ol,500 DD4. v I T O 9 / E3EF$n8nee�ee�qq�4 S B IIgI. Is i FJ r' �Iv _:P_NgF�yi ND_j Cnow .S ON e r L N I l % t 5 ink " P. FULL ( II 1 T. OF C5"CS Q1•(8)-0.pJ (9—)-@ @ 03)0) «•ti*9•s� TYPICAL (i HV BLADE SHUTTER ELEVATION N.T.S. CORNER CENTERMATE "'NOTES-0 HV LOCKS AND CENTERMATIES �•,. I, MANDATORY CONOfIION /tA_CJCNj1: ONE HV LOCK cr SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR tY A[iOVE OR BEj_OW g2 OF SHUTTER SPAY FOR SPNIS UP TO 105', AND FOR WSFAL TONS T ANY ELEVAiWN. HV LOCKT� or �S' MAY BE USED AS AN INSIDE OR OUTSIDE LOOK, ATTACHED TO TO' CENTERMATES W/(2 T/4'0-20 % 1/2' LONG FLAT HEAD SS, M.S. LOCATION OF LOCK SHALL BE A$ IN01 NUf1ER E ATON. 2. IF DE51 Be FOq SECURITY PURPOSES, UP TO iW0 HJ,sA LOCK5 q!3 OR IZJ MAN BE USED AS AN INSIDE OR OUTSIDE LOCK. CANNECTIGN OF LOCKS TO CENTERMATES t OR " S! BE AS IND LOCATION L BE AS INDICATED ON TYPlCAI SMUTTER ELEVATION, MAY ALSO DE USED AT STACKING 4. L4Y�fORM�tlOR10N./2' ONE OR ILH R ANY SPAN OUTSIDE OR INSIDE LOCK, D 5.5. M.S. TWO LOCKING RODS^i ON IYPMX SHUTTEIT ELEVATIDN. SHEET 12. P"T LLCvnINN. ALILKNATE LOCK 7y 'My BE USED AS ANINSIDE OR OUTSIDE LOCH. ATTACHMENT OF 1/4.0-20x3/4' SS. THUNDSCREW TO Q'. OR @ CENTERMATES SHALL BE MADE W/ 1/4'0-20,3/4' ALUM, RNNUT AS SHOWN ON SECTION HVE, SHEET a ONE LOCK SMALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOOKS AT 1/3 OF SHUTTER SPAN, 6. NANDBTOTEY CONORbH /] mR KFYSTOxF MO1 N1M0 Rteru aTIONO ONE HV LOCK �B or 6 or n SHALL BE USED AT 1/2 OF SHUrtER SPAN FOR ANY SPAN OR 12- ABOVE OR D�TELOW 1/2 OF SHUTTER SPAN FOR SP94S UP Vx TO Be. AND FOR INSTALLATIONS AT ANY ELEVATION, HV LOCK @ or or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOOK, ATTACHED TO C, or @ SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 % 1/2' LONG FIAT HEAD S.S. M.S. LOCATION OF LOOK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING ROOS W/ %s OR SQTOP AND BOTTOM IS COMPLETELY MANDATORY. *NOTES ON HY "T" LOCKS AND C NTERMATES: I WNGNUT MA%IMUM •NOT ON HD LOCKS & CENTERMATEc• //��}i 1, hro IATK f3l W/ HD Q'NIFAYaTERi3f OR tii //7 . ONE ALTERNATE NO LOOK('MAYBE USED IN UM Or NY LOOKS'2,$ OR 4S FOR ANY SPAN AND I4ST4LLA1OM5 AT ANY ELEVATON. ALTERNATE NO LOOK CZ MAY BE USED AS AN INSIDE OR INSERT ftDNFORCEMLEMENT INSELOCK, ATTACHMENT OF NO LOCK TO M W( 3 /8 , 3/8' F.N. SS.M.S., AND INCLUDES RT AS SHOWN ON SECTIONS MOB- f (pit HOC-HVC, SHEET 10. LOOK MAY BE INSTALLED AT MOSPAN OR 12' WIMUM BELOW OR ABOVE M:DSPAN. USE OF LOCKING. RODS Cy IS COMPLETELY OPTIONAL • ,tl .\ VUErygF !�✓w ' •a i i� Ti i BCD '•{ F !� f' : C Ar.5Atl11 o2017 OLIELD. W4 iL�p- TILLIT TESTING & ENGINEERING COMPANY aJs9 0". aeu., s.. sw..sw. xrmA rxm[rrs, nova OJI roam � (3os)an-taw . ra.: (om)sn-Ism -mar: wwt000amw.. is Rm0i1s WN.¢R A P"" Ar. PE �ROA Vo. F 44167 A.S.SI.A. American Shutter Systems ASSOOIa}IOn, ITtc. 4268 Wastrends D,,Vs West Poim Bench, FL ]3dp7 020BERTRN METAL SURLY, INC. TM Accordion Shutter System NV. 9ADE R1 W/ OR W/0 HY. WNWW BADE n. x nEscwmN D.n ouvm e.: Le 1 DLO 15-085 T/2T it DATE: 0> 2T/17 ..•., LA . ii J \at 1 '• •sONAI E .A' P.E. SEN:JSiCITfwU'rRE/DATE 2 a DRAWING No 17-1 D7 . a SHE OF ZO r-CONCRETE ANCNORS PWFEO CONCRETE CONCEREIE 1 (SEE ON OR CONCRETE BLACK MCPOURPDC REONRED SHER 13ECUiE REQUIRED ) REQU 1/<'m-20aJ/1' SS. V—WCNINE CONCRETE AHONORS - ) I ."AN CONCRETE PNCHORS BCFR55 (SEE SCHECULEON Vr/f!K"-20 (SEE 0� SHW i) (SF SCNEDUtE ON SHEET 1J) - ENER 13) NUTS T OR14. NH. I/ab-26aJla' S.S . SCREWS WING�-EO EO NLTE 1/2- E a.• .2s0- Mmm ' 13 rm 6 13 mR 15 { I, .I!W No. I E' E' 0'• I I j 1 250• , T W.. E�• , I I eP IONM IY �oP1MNAL I 1 ,K. M2NnIl0: ro aAts Oa �. SaERLEKa RHH I 1� 9S[T m FN �OR 'I MNL SEPAAAIMN TO GLASS 1 En5nN0•—�"-(SEE EX SnNGAss-4 Amy® I WA t0 ) filASS SCHEWLE ON SNER 11) HECUSARKTION I ;(SEE SCMEWLE ON SHED 1) NISBNG � I G� �A A LLA OHV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION ATION + KEYSTONE E%IsnNc r Gus M wA (s2 I , 1 OR kg* NIN. 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ANCHORADE SHALL BE AS INDICTED NOTES AT & "FOR A2) ABOVE IN ON W MOVE GONG OR MPS HIM OR ACR CUT METAL SIDS CONSULT THIS MGMOR FOR IHSTAGR N INTO EAS A M HETA- STUDS SEE SHEET 20 (8) TO CASTING CONCRETE BLOCK: (ADTM "0) - 1/4-0 TA N OR TMCOM WITH ADWI.YCW iNR,,,MRM TECNWACOY µCHORD, AS MANUFACTURED HY I,i.W. BNWEX - 1/4'. a 3/4' ALL MOMS SOUL µCHOPS, AS O4TAIBUIED BY Al. MING SCREW BOLT & SPECRLTY COI- 1/4b BLUE TO CONCRETE ANCHORS W/ CAP AS MµUFACTURED W ILORIOA iA$tFNFR1 DIRECT. INC. CS. PART OR ART OTHER MPACV 0 LICENSED OR AUMM ED ),TNDOR REGGLAW WITH ME MMBGN SH,r, , AND DISMBUTEC By � MM SEAM, BWT A EMI ,,,EMS ASSOCM80.Y. INC oAG. NOTES. 91) MINIMUM EMBWMEM INTO COMEACTE BLOCK OF TAPOON. DWE TAP W/ CAP ANCHORS AND TAnPEA♦ µCHOPS IS 1 1/4' AND TMEAY WITH ADVANCED THREADMAM TECNNOLOGY ANCHORS IS 1'1 8.2) MINIMUM EMBEDMENT OF 1/4'0 • 3/4' ALL Peters SOW -EEL µCHORS SHALL BE ENTIRELY MAMI We ME CONCRETE BUCK. 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