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HomeMy WebLinkAboutSET UP-INSTALLATIONS1. BERMW H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PROMOT EVALUATION COMMENT (P,ED.) HAS BEEN VERIFIED FOR COMPLIANCE W ACCORDANCE WITH ME 2017 (BW EDITION) CF THE FLORIDA BUILDING CODE THIS ACCORDON SHUTTER SYSTEM SMALL NOT BE INSGllED AT I86H VEI.00TY HURRICANE ZONES. DESIGN WIND LOADS SMALL BE DEIEURNEO AS. PER SECTION 1620 OF ME ABOVE MENTIONED CODE, FOR ABACK WIND SPEED REQUIRED BY THE JUGSOCnON WHERE SHUTTER WILL BE INSTALLED RON A DPECTIMMU Y FACTOR HaeD85, USING AM 7-10 MO SNOLL NOT EMCEED THE MA WL, (&S.D.) DESIGN PRESUME RATINGS INWCATED ON SHEETS 11 THIRD 15.. 19.A 20, W ORDER TO VEMY ME ABOVE GONBOON, ULTIMATE MICH WIND LO DS OMWIINED FOR WE 7-10 SMALL BE FIRST REDUCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY Me N ORMTO COMPARE THESE W/ MAN. (ASD) DESIGN PRESSURE RAWGS WDCATED ON SHEER II TNRU 15, 19 &. 20. W ORDER TO VERIFY TUT COMPONENTS AND MONTHS ON THIS P.E.M. AS TESTED, WERE NOT OVET STRESSED. A n S INCREASE IN ALLOWABLE STRESS FOR W,a LOADS WAS I= USED W MDR ANALYST& HOAEYER, A WIND DURATIN FACTOR C0e1.6D WAS USED FOR VERmGTON OF FASTENERS A MOD. An.REFON.V. ACCORDION SHUTTER SYMM'S ADEOVADV FOR WIND MD LARGE MISSILE IIOPACT.LOAD HAS SEEN VERIFIED IN ACCORDANCE WIN SECWWN IGO9:I.2 OF ME ABOVE MENDONED CODE AS FOR RM -HV BLARE O JU214.01-03, #0715,01-03, 11004.01-05. J1214.01-05. J0317.02-06, JGMSB1-10 AND J0210.O1-It AS PER TAS-201, 1AS-202 µIA TAS11 PROTOCOLS µ0 MEN E-1866 AND E-1996 STMDAMS (MISSILE LVACL D. WIND ZONES 1, 2 & 3) & J122D.01-10 AS PER TM MI. 203 & 203 PROTOCOL$ URGE MISSILE, -HV WINDOW BLADE m 10505.01-08 AS PER ASTER E-10B6 MB E-NK, (YrS51LE LM D. WINO ZONES I, 2, 3) BASIC'PRMCDON ONLY AND J 0725,01-88 AS PER TEAS 202 PROTOCOL 2. HV BLADED MD HV WINDOW BLADE ® ME ENGINEERED V WORK W UNISON WITH EACH OTHER UNDER ME GENERA. DMIATIMS AND CONONONS OF USE 101111) ON SNEER IB 3, SMOM H.V. ACCORDION PUNS Bef SCREWS), USED AT BLADES KNUCKLE MD FOR DIRECT MOUNT CONNECTION 70 TRACKS SHALL BE P14K2.73' AND J14AL75' RESPECNVELY, 410-M MNIMUM SERIES STAINLESS STEEL SCREWS WIN 135.0 Wl MELD STRENGTH AND LBO Bel TENSILE SIREMGDI. PANS SHALL BE CONED WIN CORONA, HY DACROSNIDD COMBO SYSGM M MµUFAC URED BY APPROVED COMING APPLICATORS, REOSTERED VAN µERICAN SHUTTER SYSTEUS ASSOCIABON. PANS MUST BEM ME IN MARKING ON MDR HIM 4. AL ALUMINUM EXTRUSIONS SNAG BE ALUMINUM ABACI ALLOY AND TEMPER AS WOM.AIM ON SHEER 2 AND 3, MINIMUM VELD STRENGTH FORE NMI .ALAN HI 30.0 ad AND 35.7 Eel FOR W(I ALLOY. 5. ALL SCREWS TO BE STANLES STEEL 304 OR 316 AS, EDGES OR CORROSION RESISTANT WAYED CARTON STEEL M PER DIN Scale WIIH SO AM MITT YIELD SIMON AND 90 lae MIN. TENSILE SNENNH. AND SHALL COMPLY W/ RORMA GIRDING CODE SECTOR 24IQA4. S. BOLTS TO BE ASTM A-307 GALVANIZED MEL. OR AS 304 08 316 SEARS SMALI STEEL PATH 35 AN MINIMUM YIELD MITI 7. SEE NE FOLLOWING SHEER FOR MONTH SPECIFICATIONS: HY BLADE 1 : 12.13,14.15 AND 20 HV BLADE O & ® MAKING W UMSON: 12, 13 & 15 & MS BERNIA H.V. ACCORD" SHUTTER SYSTEM BEARS A U.S. PATENT 16'779,582. COMPONENTS OF WE APPROVAL ME COVERED IN MOLE OR IN PART BY US. PATENT JS'45&170 ISSUED TO EASTERN MEAL SUPPLY, INC. 9. I SHALL SE THE RESPONSIBILITY OF ME CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SUL/CµLK ALL SHUTTER COMPONENT EDGES WHICH RELMIN, MRU FASIEMNG IN ONIINUOUS GOMACI WITH THE MONO TO PPflRNi "a/"" IMRUSON. 1D' EACH UNG MUSE BEAR PERMANENT LABEL W A MSISLE PLACE WIN WARNING NOTE• DURING PERIODS OF HURNCAME WARNWG4 HOME OWNER, RAI OR DINERS, MUST PROPERLY CLOSE ALL HN MD HD CENTERMATES AND ENGINE OR LOCK AL MJ AND HD LOCKS, 11. SHUTTER MMUFADTIIRER'S LABEL SHALL EE LOCATED ON A HEAVILY MVSLE LOCA TC N AT ACCOEDKIN SHUTTER IN ACCORDANCE WIN SECMN 17G9.9.3 OF 110RIw BUILDING COOS, ONE LABEL SHNJ. BE PLACED TOR EVER! OPENING. UBENo TO COMPLY WNM SECDON 1709,02 OF ME FLORIDA MADNCOUBE 12. BERTHA RV, ACCORDION SHUTTER SYSTT'S INSTALLATION M, L COMPLY YIN SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGUUTONS PROVIDED BY ME JURISDICTION WHERE PERMIT IS APPLIED TO. M (a) MIS RED, PREPARED SY MIS ENGWEER IS OMMIC AND DOES NOT PROVIDE WFORM.,TON FOR A SIZE SPECIFIC PROIECP i.e. WHERE ME STE CONDNONS DEVIATE FROM ME PE.O. (5) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE MO INSTALLATION WCUIDWO LIFE SAFETY OF MIS PRODUCE BASED ON MIS P.M. PROu1DED HF/SNC CODS NOT OLVUTE FROM ME CONONONS OVINUM ON THIS DOCUMENT. CON MUCRON SAFETY AT SITE R ME CONTRACTOR'S RESPQN5811IY. (a) MIS P.E.D. BILL BE CONSIDERED BRAID IF ALTERED BY ANY MEANS. (6) 511E SPEDM PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR AiLER1ECT WHICH WILL BECOME ME ENGINEER OF RECORD (EG.R.1 FOR THE PROJECT µD WHO WILL BE PP%A% LF FCR THE PROPER USE OF ME P.EO. ENGINEER OF RECORD. ACTING AS A DELOGATD ENOWEW TO ME MET. ENGINEER SWLL SUBMIT To W2 LaTEN ME SITE SPECIFIC BRAALNM FOR (A) ORIGINAL PLO. SHALL, BEAR THE DATE AND ORIGINAL SEA, AND SIGNATURE OF ME ENGINEER OF RECORD THAT PREPARED I. GENERAL NOTES SMELT 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHED 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE & WINDOW DETAIL AREA 2: HV BLADE M AND W WINDOW GLADE A (WHERE APP I aB 4 TYPICAL SHUTTER ELEVATION & NOES ON LACKS SHEET 5 INSTALLATION DETAILS A-F, CMCREE/ELOCK SHEET 6 INSTALLATION DETAILS. GI CONCRETE/BLOCK SHEET 7 COMMUTE DETAILS HY SHEET B CEMERMATE ALTERNATING DEEMS HV SHEET 9 ENO CONNECTION DUALS 1-0. CONCREM/BLOCK SHEEP 10 MAXIMUM SPAN TABLES SHEET I ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEOUIE- MOOD SHEET 15 INSTALLATION DETAILS M-R. WOOD SKEET 16 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X. WOOD AREA 3, HV W NDOW BIAIIF 9 SWEET 18 ONLY TYPICAL MUREt ELEVATION SHEET 19 AREA 4: HV WINDOW RLAnF nti ON INSIAUATON DETAILS, METAL STUD WALLS Y SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA .........,�`Ar✓'i 02017 1RTEC0, 9R:. 02017 EASTERN METAL SUPPLY. INC. .,� R VTM SCANNED IL EC O,,,G. A.ST.S.AI. Accordion Shutter System (/ ,y T Hv. MADE 01 W/ DR W/O N.V. WNDON BADE BY �bl 6r� / TILLIT TESTING & ENGINEERING COMPANY American Shinier SyB1BTns ry, N 6 wa.. 6Art OwNx a La St. Lucie County QRAA aMRW.x M sW.3a1, umwavmw.nmw3te AB9oG1GUon. Inc. I oW 13-GBs 7/27/1 we oT127/n K�A ANI; (30a)VI-153a . F., : (30SN71-1531 4268 Weslroods DTive x ` R LA C6aWOB719I com West Palm Beach, FL 33407 3 DRAWING 1No -SS/ONA4ti iIA WATER A ➢LLR Je P.E. A 1 7- 1 O7 P.F lCer.[c1FMnANi1DFIOATr RORDA De. 1 41187 IDER US PATENT If 5458179 V WINDOW BLADE OF USE OF BLAD ON SHEET 19 ©HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ NY BLADE 1 �4P83-T6 ALLOY A 0 SLY,r. I.9-ca1 a' 070 Lees' 11 HV CEILING HEADER 0 ED FOR USE W/ HV BLADE(T)ONLY, SEE SECTIONS FOR VALID 6063-T6 ALLOY AND TEMPER YN %YRYYNt 1' 6AlT SIDE ANGLES Je1ED FOR USE W/ HV nT r § 3�HV UNIVERSAL FLOATER QUALIFIED FOR USE W/ NV BLADEQ 6005-75 ALLOY AND TEMPER 1© HV H ROILL pDALIFlE 6063RT6 ILLOG AND BIEMMOP� (l ONL' IN ALUMINUM ANGLES QUALIFIED F0$ USE W/ NV BLADED ONLY. 6063-TS ALLOY AND TEMPER OHOUAUFIIEDDEO UAE W HV BLADE 1 6063-76 ALLOY TEMPER- 8O HV WALK —OVER TRACK QUALIFIED FOR U E V!/ HV BLADE 1 6083-TG ALLOY A D TEMPER WYPONENT A B 3• 6' uAc2• t"­. 6' MYL 2.5• r YxY ® 1' s' MA%. "39' 0.131- OS '1STARTER QUALIFIED FOR USE W/ MY BLADE UJ 600-76 ALLOY AND TEMPER 2,070. 994' T- 12 0HV TRENGH TRACK QUALIFIED FOR USE HV BLADE QI ONLY.. CORNER POSTS. LIFTED FOR USE W/ HV BLADE D '%JULOY AND TEMPER 1G( HV RAINGUARD QUALIFIED FOR U((1$g�))E W/ W 6063-TG AIODEARD TEMPER. tIty QV"� LF4 , = . ... �A� * �• ( • `•./11C DI" l '�f '• •.QRION .•' 1` a4i,TT` o ss/�y1�1. ZA,A1�1i....r m017 mTEODI MC A.S.S.A■ American ShUHer Systems Association, Inc. 4268 Westrooas Drive West Palm Beach. FL 33407 02017 EASTERN META. SUPPLY, MC. 13ERTMA HVT, Accordion Shutter S stem Y KK RAGE #1 W/ CR W/O RV. WIOON MADE TILLIT TESTING R ENGINEERING COMPANY Ql]f N.'/. ]!U. $l. $IA Nf. VACNM K6P:fr RMIW y]I01 PN t n9.IVI-1 W . Fm ! (3w)871-1331 -mm: lnR,a,m.FYa E9-000521e xnawTfRa U�i W67 Er. 04 DEs MP,lex I "U exam RY. Le 1 an m-oes n I m1D o7 v n y 3 DRA%WNG No 7-107 !� HV GENTERAIATE FOR USE W/ NV BLAOE(Ilk 605J-Tfi ALLOY AND TEMPE PW! 5 mart OeTAwx © LOCKER FOR "T" LOCK GFNTCRMATC OUAUFIED FOR USE W/ W BLADE TOONLY 606J-T6 ALLOY AND TEMPER J HD CENTER AIE W/ 0 ROD QUALIFIED FOR USE W/ W BLADE 1 $ A 6063-16 ALLOY AND TEMPER ® LOCKING RODS QUALIFIED FOR USE W/ W BLADEQ 6063-T6 ALLOY AND TEMPER OU EO FOR USE W/ NV BlAOE I t ONLY 606]-T6 ALLOY AND TENP[R a• p6R QUALIFIED � 0BEMR UALLOYI AND TEMPER I ONLY 6063-T6 JON ])6'0 S6' HV 3 8"6-16 A( G y w HD GENTERI ' Q AUFIED FOR USE W/ HV BLADE 1 k (1 6063-TO ALUT dNo TCMPER 31/]' �1p•A m-2_ 0 AI$I 304 SERIES THUMSKOEWc QUALIFIED FOR USE V7/ HV BLADE 10 r „3• „ W O - oaa ab QO _ r9E G YI®V-2 P coR °Yam) IHV EGRESS LOCK OUAUFlE0 FOR USE W/ W BLADE 1Q , (9 ONLY. 1e• .]60'ATTp7 RNEIWa BEFORE RAliTNG 1/4"0-20 RIVNUT* 2024-T] AImY) TAR, M = TIN MD. A6 WIWrALNRm BY AY ". N AD'HY aroN OR ODUR FOI USE 1V/ HV E ONLY. 1•n1aMeTURx ORUNER Ofl KEY CYIIHOER OATS - ®HD LOCK SY RECENT HARDWARE MORTISE LOCKS I'll ]]]] NOON BOLT LOCH. OUAUFIED FOR USE W/ HV BLADE T& @ ®HD LOCK SY RECENT HARDWARE MORTISE LOCKS I'll ]]]] NOON BOLT LOCH. OUAUFIED FOR USE W/ HV BLADE T& @ Ttt,,I0"Ok TIQ ---- Z %mL STATE nF ',•• 02017 MTEM WG TIWT TESTING k ENGINEERING COMPANY G F xr, u S ti 6 WVO aaaa4 mO » m P" : (.a4p71-Is7o. Fo,: CON671-Im1 —o xLLGAiW L.P.E A S S A ■ ■ ■ ■ American Shutter Systems Association, Inc. 4268 WesVoods DAve West Palm Beath, FL 33407 02017 EASTERN YEb1 6YPPLY, uG Accordion Shutter System HV. BLADE #1 W/ OR W/O RV. MOON SLADE ry, aESCRV6y1 ytt pRy,N gN LC. 1 OLO 8-086 7/07/1 a c D7/47 t7 Ai `: AC(` •'20RIDp �' 44r pNN sS/A�I'E P.F. kFA A IGF'%D6TC s n DRAWING No »—toy SHUTTER ASSEMBLY SCHEDULE FOR HV M HV 10 HV BLADE 1 ® HV BLADE IA ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING HV NYLON HAT WASHER 1� HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"x3/16' THICK NYLON WHEEL. 0.188'0 AISI 302 SERIES S.S. RIVETS © HV 1 3/4' ACCORDION FIN IV/ 88 HEAD ® HV 2 3/4' ACCORDION PIN W/ 88 HEAD R: ® POLYCARBONATE IMPACT RESISTANT NV WINDOW EXTERIOR .y 9 FOR ® I (( ®or ©� AEUIIINEYEMSJ DOR * OUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR 144 I ENE (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1U OR HV ® BLADE, j�'PICAL sH In R A e MBLY x, s (2) HV PIN ®MAY BE USED IN LIEU OF ®AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV ID 10324- BLADE WHEN CORRESPONDING TO INSTALLATION 'II'• SHEET 7. d-7 Ir u (3) HV PIN ® OR @ W/ 1/2" O.D. 1/I6" THICK S.S. WASHER .SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. AA HEET (' A FEEL CARRIAGE DETAIL ID OR ® I EXTERIOR xv nx ©°fl AT OR SIAOC'S xN.CKIE. (SC[ NOTE FOR REQUIREMENTS) rdl . EMBLY I AYnUT r2r !. POLYCARBONATE SOURCES FOR 4 mrsv, rwPwm NxlCH[ nxavm xrnar mwWE mrm s eta Aare awvr ImtlxNtltr rmr mn aw m<' eu! m/w mia[ hm axomx Pm ww enw w+ e.eaa amnW vwea n re>a an ww uxo hu Yat 1vw f1OIVWL PadY1^ Need: .SIY IIp ]W.qV p.Pl YI.W]pLL +o;mr, aao wen one rs nrPo n n-m/ o�me aw mw .]a a eu a x., wrz a ea..rx0 .Wu oss! o-1 4ws w am ...r nPwx un omn low 7 ew crews .rn orm RM14l[ llpaaM.nO1 VnPIWaS IFN W eW9 Pal LNa h.l iLl®IC $IIQ55 91iIXR WMMU IAW nl wr PP! !M! NI • ON171RTEM Inc, 1�C p TILUT TESTING & ENGINEERING COMPANY wu S.A. W.rw! cM,xA% ncluox ]]. vxP..: (305)117 330 . rn : (]o!)en-1v]1 ° ®�P'P�'""' wu A 1ua e.. PI. noRaA Ua I ER1l7 AwS.S.A. American ShuMar SYstams AsaoclatlDn, Inc. 4268 Weslroods Drive West Palm Beach, FL 33407 - 02017 EASTERN YET& S,,MY, WC. Accordion hutter System H.Y. BLADE ®, W/ DR W/0 HV. W,NM BADE !'• .•. �.pr•.. (Oa10P:'_�4Tr d` G, x "Sm" x wrt Rwxlr er: 4a 1 ola is-M 7/]7/1 --- o7 27 7 s0/ONA0 ^ P.E. SEAL/SIGNATURE/DATE a ] DRAWING No 17-107 . ! SHEET A nr en e I I_ fi�Y L��itiltlflila�`I�S��;� S'!` 0• TYPICAL n HY BLADE SHUTTER ELEVATION N.T.S. 1. III CDNDITIOM III ONE HV LOCK Q a ® SHALL BE USED AT 1/2 OF SHUTTER SPAR Cfl /2' µORE OR REJ.,OW2 OF SHUTTER SPµ FOR SPAHS UP TO 105', µ0 faq WBr nD ELEVATION. HR LOCK or MAY BE USED AS µ INSIDE OR CIITSDE LOCK, ATTACHED TOAL C CENMRW41M W/(2I 1/4b-20 v 1/2' LONO MT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE SHUTTER ELEVATION. ol R FOR SECURITY PURPOSES, LOCKS , V OR MAY IBE USED AS AN INSIDE OR OUTSIDE LOCI. CONNECTOR OF LOCKS TO OR Q3 SWW. BE AS WD LOG ON BE AS INDICT ON TYPICAL SHUTTER ELEVATION. Fn hl 12 IS DSEE W/TWO HY 1 1, 1 LOCKING I Ili µE NOT REQUIRED AT URRICANE POST BE USED IF 0 SIRED' TO ENHANCE SHUTTER PERFORMANCE. LOCKING RDOS OR AN ALTERN MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). ONE HV LOCK Q 2[ S101L BE USED AT CORNER CFHTFRMMPC'1 ZfA OF CORNER CENTERMATE 0 IPA e, MANDATORY CONDITION /. FOR KEMl MOI�G RISTAI UMNS'ONE HV LOCK m or ®or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12- MORE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO el AND FOR INSTALLATIONS AT ANY ELEVATION. HR LOCK m or ® or ® MAY BE USED AS AN WIDE OR OUTSIDE LOCK, ATTACHED TO 0 or 0 SYMMETRICAL CENTERYAIES W/ (2) 1/4'-20 K 1/2' LONG FIAT HEAD S.S. N.S. LOCATION OF LOCK'SHML BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS ®W/ OR 0 TOP AND 60TT'OM IS COMPLETELY MANDATORY. 'NOTES ON HV "T" LOCKS AND CENTEgMATES. AT MAY AND T 12' 'NOTES ON HD LOCKS tc CcNTFR�AT 1. OIL (Si W( HO LL11RRY1TFN (]i m . u,(f ihiL.E ALTERNATE HO LOCK WIgE USfD W OEM OF NV MY IN OR r011 /Nr BPAN ANO INGTALLAnONS. AT E OR O=Q(ANY EUVlXTKW. ALTERNATE ND LOCK (B MAY BE USED Rep AS IxSEgf ASS LOCK. ON 9 CRONSor OHBO-KIWI D TO N00-MIs /C, SHEET S. LOCK WY BE WSlAUl AT hill OR 12' MAKIMUM BELOW OR MOVE WDSPµ. USE OF LOCKING RODS @ a COMPLETELY OPTIONAL r = e2017 MY= DIc ILTIECO TILLIT TESTING & ENGINEERING COMPANY J.a AAAt rY•f H.. Mh vw I n0 111 -]Cy . ri" :4,TAMYDt6e.ll-l"I A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Dr." West Palm Beach, FL 37407 2017 EASTERN METAL SUPI;Y. WG Accordion Shut a" M1 W/ OR W/0 KV. III No 7-107 POURED NCPflE ANCHOR) PWRED CONCRETE CONCRETE NmEW�D (SFE SCHEWEE W REQUIRED MOCK SHEET IJ) , CONCRETE ANCNOM 1"4 0-I .JCD/W S. ), CONCRETE ANCHORS T i©1 B `� M ISEt K PKN,A Bw aQ<r n II/ ' (SEE sCNEWIE oN W/ 1/.•-20 (SEE SC EDOIE W TWEET IJ) I sNrir IJ) NUTS 0 I]" O.C. 1. 120t14 •i '• EO [N 1 �'PO.J/I•56.5. / uA. CR /2' 0 12' O.C. 1/4 -a IRIS . .�� 19 E Eo 1 2 1 i F 1- t/]'' r_ E. o.• /• ' � asp• ua.. 1— f J 6 -' �' ' I l L D.• I' .'Y/ '!,+ L.D,•,• 7�,[ - 13 ON ©5 Na.. ,P i�OPTICNAE N�ry0. aMp[q@�'N0 1 1 OR ®4, ' NOR. SEPARM1INN TO Gi IASS- OtrCN NO' SEPARATION TO.ovSS I 1 GtA55 1 (SEE SCFEWIE ON 6NEEr 11) � r ('(SEE SCHEWIE ON SHEET 11) NSLNG OA GEas-, © HV WALL HEADER INSTALLATION BQ HV WALL HEADER INSTALLATION + KEYSTON Ex rnNc ON SEPAMTMIN TO GLASS I OR I YW. sEPuunaN To GU55 , , 1 Fx5Tw6� (SCESCNEWtE ON SHEET 11) , IEO ¢ m — ,� r(SEE SCHEDULE DN SHEET ,1I (S I r Duos n ¢ cuss_ f i / � � UPNOIUL � 19E Co 1 T xcRETE Avcxpa6 �"' ', 1�16 Eo--co- H a �� ' �'� CWCPEI SANG S iauas NEM euciaHE SCREWS I' 1/4'-]0 NUTS 0 12, O.C. (SFE SCHmUIE ON POURED CONCRETE ` 16BE SCHEWEE ON SHEET 13) N;A PWPEO CONCRETE SHEET IJ) W/ 1/1'-]0 NUTS O W O,C. be CONCRETE MOCK / �,,;r OR CONCRETE BLOCIt \. RED T LL Oav REWiREOD HVWSI INSTALLATION (SEESCHi OR CONCRETE UM sKEEr 14) CF TON W HV WALL SILL INSTALLATION NOTE FOR [N.MxATbN OF SFFWONS' I- SEE SHEET 4FOR TYPMSWTTER INSTALLATION DETAILS W/ • L 0. - EDGE DGTATICE ASSEMBLY • GA E,NI AYN S OF U19 FOR ]- YOUIIiWp SECTORS CAN DE Cousiso (ME SPECInCA00N5 ON SHEET IJ) OUAOE d W SHEET 19 HV BLADE M AIfI WAY 10 SUM ANY ,N6tANAnpN, A FAA A4 1a' FLORIDA BUILDING CODE (Non High VelocityHurricane Zone NNYI `• '�}CENS` '/ _ amlr IE1CC0. WC. OmIT EASTERN UflAL SUPPLY, WC. NN F`'•,� 4 i ER. TN � A.S.S.A■ Accordion Shutter System Kv. aeGE gl w/ DR W/O Hv. W+r oov RldE f C J2 TIWT TESTING & ENGINEERING COMPANY American Shutter Systems Ev. x mtamnax w¢ 0.RNN, eY: Ec. F'••'•.,. ORIDP; +'A�4r,C aTs] xN. ]4•n st, a.:m. NRCTP, GKropa, nam. m, Association, Inc. R wG Is-oes [712?L14wm m/zT n ..TPP. , (M)""530 . m.: (305)6]I-1531 4260 Wealroads Driva a S��NALENG,,11' DWI a ro'a West Palm B10 each. FL 3J407 J DRAW NC NDp ...A•grlF.•• MUM A nuT L. P.E. [I['arA, /aCAul', Roe:nf.,a FURCA UP. 0 44157 5 1 1 1euecr POURED CONCRETE ANCHORS I UH CONCRETE (SEE SGHEDUIE ON SHEET 13) f ; a (ga I OR �• E%`51�W_G- � f uw. �ARA. 1 CORE N 1 mM0 Cl/SS� ..jj I'tazlSelP a O f �• q.• U EpS eJram�® ie w:n 3 ]rta"I .r- cuspho i al' OR1 /IOAS/A• HEX WASHER12'G HEIR i f/ )/a wv. TEN SCREIYS D 12' O.C. I +'/ ` / DC " ]/A CONCRETE ANCHORS 8 ©' 7 (SEE SCHEDULE On SHEET 1]) I% /` /%' CU . `/. / . ' !.' ,. .� XFP G lI,I ' '�', 'r I C • /s%. i EDGE of ff// / 10 / uE cuss-= CODE OF //,�/a' /% /'%/: �!. Sua IF SUMS r /, % I,. 1%2: .1 1.1• . , . DOCE ar / J / / ' APPOGBLE ! . iO o /wlgylE r . • ,• • I /PnIrAmE / POURE: , -I 1111 M R,PC (D to • POURED 1,/i .� 1. ` / •f ' A , . C RUE CONCRETE •� / a.* MT HEAD CONCRETE VICHORS a.mm� rpl 1 0 ® CONCRETE F IRED nAT HIM CONCRETE ANCHORS REQUIRED (SEE SCMEWIE ON SHEET 14) QN REQUIRED ' ' C. 0. E. D• (SEE SCHEDULE ON SHEET 14) \' 11 TRENCH INSTALLATION HV WALK —OVER INSTALLATION ennN .WD ONLY FOR UP TO ♦70, -75 PSF AS.D. © HV CEILING INSTALLATION Q' HV FLOOR INSTALLATION t DscCHm PFESSusH�nlc a FOR SPANS PER ua nrwArAu VVMX CONGESTS ANCHORS O m Nuax a —O (SEESCHEDULE ON (RF Y•�rs SHEC! IS) 1//b my aNlip(Tw w p IH I O FASiWC ) COSTING ..I EXISTING Aa•NAIp 1 DL153 C455 �� w Yeuurq 1R ana GIASs� 1[OaCADL1' OR 1//b 10AEa 11>o rema[ p a¢r .q I -O I rA5N.96 TNGN. xN.9'8 w/ I 1/4 0 f -�1m mina e1p l0 1 t n/.• un Om¢wrt a e• � ac. mR IP TD r-a• sPx1 xa ' .• ae I1W mxs wm+1NAv IwtL 9 r I OR © f I J tP���+.(ib. Ha .:,. , 0nV (5C mrt t a 1/2` I 6 t Rx SCU NFID E.d.^ 5Q111 lal ] 8 ILVf. IUH fIX SCREWS I ffNi. SG4NT SCR tI HER HEAD _._ 1 J �D 12, QC. TEN SCREWS O B' O.C. iii _ ,H OR IH•e-m wvcnoRs S.S. U.S. I CONCRETE / _ 6 . 7 ] /uqp.a5. ' s! �__ ' 11/p %�% w/ NOT s• oD. (sEE scnromE on a C. T O o la a• i. 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SHEET 4 FOR IYflGt SNIIRER (EEC SPECIFGTpNf ON SHEET 13) OOENACUACI�MIC[µ OPERABLE EXrt • 9IEDIDEIRI�AAONNSHEEror Ui9 SE Nfl INSTALLATION DETAILS W/ 1C� HV BLADE I- ASS SEE 2- YOUNfiNG SECTIONS CAH DE COY91NE0 p ANY WAY TO SUIT Am IRS11 U TU)H. 1111E EA A. 7-0- tee FLORIDA BUILDING COBS Hon Hfgh Velocity Hurricane Zone YYI s+' UC EN" :•., ✓y man TUTEG), pc ®]Ol7 FASTEFN NEEAL SUPPLY, INC. t* ASSA BERTHA TY , Ric p Accordion Shutter System /7E RV. MADE (/f W/ IR W/0 NV. WWOW aADE ] TILUT TESTING a ENGINEERING COMPANY American Shutter Systems P. N oamNox mT aawN 0 La .. 0HI0P. ;t��,. ° ILA UP, 0, �3�a ww,.. awwa. nma me Asaoctatlon, Inc. 1 oLn u-oes 7/n/n wm o7/z7 n cif • . -�'T• PI,.,�.: (ua)311-15= • rp : (xs)a71-Iv1 4268 weslroads Drive a s/ONALEN�'�III' �°�1 �* West Polm Beach, FL 33407 s ORAMNG No ...ql//rJ, NAL1D1 A T611I Jc P.E. . 1 A -1 07 or CCAI /Cl/`AIATIIaC /ILn][ TIERRA UI E 44167 A ...-.-. \ OUT IN r E7DsnnG cuss ®n®nO.On�O.�a 1 I1l0Y)4Yu. W�CH0tf51�0.° TLONC pE I M• a®•® 1 (TOP.51on ) N SY.S. b NBE AT AT GCM AVGIL (tYP) i /IOJ/C S.NS. EN 12' O.C. iW.L LFNCM. 5 sEE NotEs aN LocXwn RGos p . 1n Loals p a p INSTALLATIONS W/ M HV q Oe CxV GG ®51 sNa 3 BLADE W HV CENTERMATES **aA➢FSAa CETMH GvwDra.a CDJ1ERwIFS APPUGtgll 1FRM eUDCQi OR ND WA ONN10Dim r EXRTING GVSS Ail I -------------------- ------------------------r—� GI�7 Qn®u©•Oj aO°i 1O •®n a' 1 n ® OUT ®n lo•®�®.®n©.©n HVA HVB HVC /\•O •®n©•O•@,y. V N®i3'�_°' a®n aQn1D •®°° J—CI6TNG GU POOR ONCRCEaP 10 • ®5 ®n n ` EfE BtOat wnLL SLING • ®°1�• �°�©• ®—I _ --- -- �N — c HV — _ _ 4W.SEPV9a10N ©.®n©O EOU E(D- I GLAASS b NTW/ O * aPIgNAL LMC TO GIA55 5 O ®a (ON ItlN. SEPA VN TO GU n * IMEMOR GwEEE0171) b n 9 • I ON SI�Et 11) O•®O ®n®•® (s¢ AHEWLE IN oPnaNa ON sNM It) (INIERgfl) 1— I1 O V T n©. _ �� `CONCRETE ____ * ' ANCHORS O 2 . r 3 vunss 3 I 9a * * 6 1/2' MAX.HVQ SUCK oUT HVE HVF** R.ORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone �:'^vriENSF •., ✓� 02017 XTEM. e%. 02017 TA5IERN MCAL sOPPLY. BiC. TN3T1T1 l III Ec p ASSA Accordion VN Accordion Shutter System . �' 7F ' American ShuHer Sye(efn9 HV. MADE ®1 W/ aR W/0 NV. WtMOW aA DE �: . ,p'•'.. ..�Q, T3T TILUT TESTING A ENGINEERING COMPANY w[ nc 7[u. 0. e.. >o; Tama NItPa4 ntl00[ SJA Aseaa(at(ort, Ina. I o[scartmN OlD 15-0&s san 7/]7/17 mAxt rm LG D.,ID W/i7/A S ANAL EN 11 - . / G d Pw,u : (sasW7t-[sso . Fn : (=1871-15m w me m m_aooe710 4268 Westroods Drive West Palm Beach, FL J3407 a 3 DRAWING No �^ / ////IAI•• P.E. SEAL7SICNATURE/DATE XJLIaI A TWR J1. P.E. Itofle+. N0• 1 wa7 / s "�' 07 SHEET s 8 OF 7A SEE END HI.• ETA 1.1 iI OUT IN Butt(D x aaa Bw, waalm ox am e I Ih�.� as ev, u uxnusu nvixo a�u0)mu.,m-xw. /(j��y �'A©� IJal:l°�'®' °�.'m oi� sxar, Wi egv0o xnH rx0 ulww 1. VIs�iY /l. �a11i1.1}� o 0 * sa xarz a ra+ xv lacx® . �' 1orx, ex 0aa a 0eii-n iaon uv¢ ra, van xmam, v4a / ons,CR0. u xwmrnv®m irm oanxi 1mcaL vimJwn. n1r m06r orv, of BaW. 1/4" 0-20 x 1 1/2" S.S.M.S W/ 7/8"0 x 3/32" WINGNUT. ( HV "T" LOCK (OUTSIDE) yvG2 *' IN jakslawlewif.all 0=17 IanW. xIG IL ECO/ea. TIWT TESTING & ENGINEERING COMPANY .Sffx.. MA SL.SY. Y]1 N.941M W[OK IVPM Sl me..: (ws7ml-Iva . rai : (BBB]m1-Iv1 .-mek 1T,cWaelrom ®-WY)19 4 ROAM ROA Ue / 161 .• . : 3� c dv cE+ � A.S.S.A. American Shutter Systems Association, Inc. 4268 lVestro0es Drive West Palm Beach, FL 33407 •u,emaumom®.a®umumii it uivmu au,va BI/fyQ rau wo-wn a �.w ,a W aw:m:.rta u",r.ma mx aici0 vaael] E/SiFAN UEI& SUPPLY. wa R TM Accordion Shutter Syste) RV. BLADE.#1 W/ CR W/O KV. W WIDOW BADE v, oaalvnox oaa oWxH er. La I OLD 10-OW T/2T/I oea: W/2T x ORAYONC No 17-i67 PWREO CONCRETE OR I 'V -"-POURED CONCRETE POURED CONCRETE OURED CONCRETE CONCRETE BLOCK WALL OR CONCRETE CONCRETE OR CONCRETE J REQUIRED BLOCK WALL REONREU I �,' BLCO WN1 REOUIREp / �, BLOCK Wq REOUTRED CONCRETE ANCNOfl. �IXLSILYG WA55 • , EXISTING CUSS I. d , : RSRNT: aU55 .� , T- 2' MR. METING CUSS / -2' NM, _L uN SEPIAiUA1V J aaus 9E 14 1• Ea :,.... EO iwtllaA (YE • 11 FOR BMETAAD ` roaa9: (AYE '''III IAEA 6EP/fiUgl 56®IE W 9EET 1/16.3' ON SHOT 19 MR , so E ON 9EET i ' I / 10 OwSS (9S 11 fWt sXEt13Av0 (6063- T. (IDCA C AT 1 9/16mso EWW U. CLOSEq ®a ® OV 9OF.0 T9 1/2• ' 11 8ME mN,p rR SIDE ® PTAIE. (LOCATE 1/2' \ I ®A06mh ® 7—� M ENGE 19 r0R Of �) AT ENNI s10E Lev \ I I L LRAD 0)& a 1/2• YW. OF ) I (AUSE 11 OF 2 MAC /10.0 1 S.Y.S / /IOA/T' O.i I I (AS INUM CUP ANGLE 0 O 18' O.C. ---' O T6. O.a Tom+ (063-76 CUP ANGLE • I - "� (606]-T6 ALLOY) S. TOH9GHf 4 j.i (1) 1100/2• SALS. Tops: 5 qJj WAl Ar r oc.(LOCATE AT ro SEE ORAR x 1 DR SEE CON E TO F ) OR 510E COT N 1 DR ®� EITHFA SIDE OrQ) O OR ®• 9OE CON WKS y`✓� . IME 6 . 2 .8 I .®. 10 TRACKS . v 6 T . e 1 .®. 10 �•©'OT -06 'Oe '®- 590E CONNECTION O-©• (TOE-O'®•®• s®•®•��°'©'--®°1©'Q�'©'©- TO TRACKS END CONNECTION DETAIL END CONNECTION DETAIL Q END CONNECTION DETAIL(3) , ONCRRE OR M CONC • REOUWm WILY TWE SPANS GREATER TMµ 12'-0• - - - - - �E%Is11NG a{Ai$ REQUIRE BLOCK WALL �' O41S C 4 To awcs (9E ' o I6• o:c. 0 II °' SKaSED= N A^A1KN Y--- = /'-'-'-"- 6 OR 6 Ofl) OR RETE 'ANCHOR a 1/2 IdW, _ is m e WT ( __ _______ 11 FOR 9A19 F RVD ACRRE s/iC5m0� I2' W9EFT 19 RA 4 -____ __ @OR©OR�OR@ AHfiI'- r 5 9IDF51 5 Y OC--_ OR) 2' Y'N' 2• YW. �r ♦ SEE YM Anons ar a$ raR `J �rtL fvnwn v�L. v 5 II BEAOE SON SHEEP 19 �OR®OR(BOROOR D VIEW Y t OR QA' PLAN PoORED CONCRETE 00. 1 DR .�,®, ®-�-©'�• 6 a •®. DETAIL X CONCRETE RI MOCK W� ®.©,®- ®- p•®-®•p.p.©.—NDDNSTALLATION 6 .p.©-©.p. ©O C»-©O ®• (11 HV BLADE OR ff Al HV WINDOW BLADE INTO ®'6®•®-O• �'®-©'�'®' CONCRETE OR CONCRETE BLOCK WALL AND CONNECTION DETAIL Q 0. , ©O° ®-® ®•®•® •1` o20TT nnE • FLORIDA BUILDING CODE Non High Velocity Hurricane Zone I1,VP:'•'• ••• •••• m2012 EASTERN PETAL SUPPLY, t WG veeivSF •.. y BEAMA A TM Sfy�' ? �LY- A■S■S■A■ Accordion Shutter System tW. aADE #1 w/ OR W/0 Rv. mum BADE .� :,� American Shutter stems W. eLsaWn9x wrt PRAAF m: Le. �• TILIJT TESTING h ENGINEERING COMPANY :OT •••;F :Vj �`` ds° la., Teu. st na Tat wcua cwmq nam. aT: Association, Inc. I OLO I5-00 ]/IT/T wR m/g , ` vlwn.: (w�)en-Tsso . rm : (m)s2I-mI 4268 Westraods Drive 2 '-S/OMALENG�,,LLT ®N .n West Palm Beach. FL 33407 T DRAtY/NC No WAXERATUIT P.E. SEAL/SIGYNATURE/DATE rua u u.. / M18T s curry MAXIMUM SHUTTER SPAN 'L+' OR -L-' (ft.). FOR INSTALLATIONS W/ ,MEIl31DAL OENTERMATES. ® & ® or Ljj1 or (�J W/ ONE M.V. LOCK ® or ® or or HO LOCK ® W/ NO LOCKING RODS or CENIERMAT® 28®® 29 W/ ONE FQ'f" LOCK 30 TWO LO®K NG RODS 35 TOP EE 4uvrW u1AIC (4w?) CC&♦♦B�O�TTOM W & YAU WSrALN,R)NS 0 lYµ1 MOUNTING RWP/CDGNG uaN1INc II w I I- (ft) 14 00 1 L-(A) 30 OR LES 16'-0' 1 IW-W 16'-w 16-0• 35 14'-f0• l4'-10• IS'-2- 10'-0' 40 13'-10• 13'-Io- 14'-2' 151-21 45 I3'-1' 13'-1• 1]'-P 50 IY-5- 12'-5' 12'-6' 55 11'-i6' II'-10' I2'-1- 1 12'-It' 60 11'-4' 1 1V-4' 1V-7' 12'-4' 65 SO'-f0' 10'-10' 70 10'-6' 1 10'-6• 10'-9• 11'-5• 75 la -I' 10'-1' IO'-P If'-1' 80 9'-6' 9'-6' V-9- la-W 90 9'-3' 10'-1• V-2' 9'-TO' too B'-9 105 8'-]' 7'-11' 6'-9' 9•-4' 110 V-4' 1 7'-7• W-7• 9'_2' 115 e'-2' ]'-3' B'-4. V-111 120 6'-0" 6'-11' W-2' V-9' 125 7'"I V 6'-B" a-w 6'-S 130 7'-6• V-5• 7'-IW B'-1• 135 7'-7- 6'-2• 7'-M 7'-,. 140 7'-5- s'-II• T-7- 7'-fi' 145 7-3' S'-,. 7-5' 7'-,. I55 Y-0' V-5• 7'-2• e'-9• 160 6'-1T' S'-2' 7'-1• 165 6 0• S'-1 ]'-0' 6'-4' 170 a-9' 4'-11' 6'-1 V V-2' 175 1 a- 7- 1B0 4'-6' 6'-8' V lo' 1B5 V-7' W-8• 190 1 6'-4' 4'-W 61-6• 5'-6' S'-3' 205 6'-1' i-I' W-3• V-1• MAXIMUM SHUTTER SPAN* 'L+' OR -L-- (ft.) FOR INSTALLATIONS W/ WOEIR ONE HV LGCK or by W/ NO LOCKING RODS (SEE NOTES 1. 11) CONCRCIE a N'000 ,.„.. n AST: oEml P47[ySl4 WL 114vIIM(I I a.Tt ILODP/Gw c uouxmvc MXtMUM SHUTTER SPAN* 'L+' R 'L-' (ft.) INSTALLATIONS IWCENTERM eE W/ DIE NV LOCKS OR W/ NO LOCKING DDS (YUo FOR MOUININO" SHEcr 7) IMp,4y CONCRETE A� � INSrAw,noNs Mn4 rLWN/fdlOe YpIN11Kp OR I. OR -T rlaa+ Ju uo6mum LI w t-w 40 141-2• IS'-2' 45 I3'-4- 14'-3' 50 55 60 IV-2- f0'-11• 65 9'-5• 10'-1' 70 e'-9• 9-4• 75 B'-9' INSTALLATION IEGTHD CONCRETE & MANSORY WOOD WALL , D, E. M, N,0, P, 0.MOUNTING & L R, S, & V.FLOOR/CEILING I, M. J E T. U, W & XMOUNTING 0 MAXIMUM SHUTTER SPMI 'L+' OR 1= MR INSTALIADONS WO WOOD SHML BE UNIN. TO 105 psi. AS.D. DESIGN PRESSURE RATING. t HV CORNER CEMMRUATE 65 MAY BE USED AT ALL MOUNTING INWT TIONS LOCKING SPEanGATIONS SHALL BE AS NOIGTED ON NANGATORY CONDITION ,2 NOTE is. SHEET 5. ttEXCEPT THAT UR4UMI SNLI1Bi SPAN 'L+' OR *L ' AND MAXIMUM &S.D. DESM PRESSURE RAING EDIT DEMAUATous We CONCRETE OR CONO= BLOCK SNUL BE UUMED AS F UMM 1- CONNECTIONS TO XEYSTONE MOUNTING LIMITED TO +64•-72 P.a.f. AND 8'-0• SPAN• SEE NOUNTINGQON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 7'• 1Q HV BLADE FLORIDA R 02017 MUM. WG IL E o,u,D. A■S.S■A■ TILLIT TESTING & ENGINEERING COMPANY American Shuker Sysiema w55 y«. Lea. 9L. a. Jay xAWa{ om0q na1mA Y1 ASBGcIallon4 Inc. (M)571-157D . Fa.: (Jas)an-16m 4268 Wes,roa6s Drive '-" 01..rwa Ee-ooa47m West Palm Beach, FL 33407 NµaA A 1Ra1 Je PE rLOROA UM: , 441" (1) L+: N UUM ALLOWABLE SPAN FOR A CIVFN POSIINE A.S.O. DESIGN PRESSURE RATING, I., MA)(- ALLgWAB1E SPAN FOR A GIVEN NEGATIVE &S.D. DESIGN PRESSURE NADNG. (2) PROCEDURE TO DETERMINE MAXIMUM SPM FOR WALL MOUNTNGS (TOP/BOTTOM) OR FLOOR/CEUNG OVER A POSITIVE ALSO. DESIGN PRESSURE RATING, VE, 'E MAXNW SPAN 'L+' FROM SCHEDULL ONEN A NEGATIVE AS.D. DESIGN PRESSURE RATING, DETEIUME W MUM SPAN Y--' FROM SCHEDULE MAL MAXIMUM ALLOWABLE SPA' IS COUNT. TO THE MCIMVbt DETERMINED SPAN BETWEEN 'Li AND 'L--' COPROCEDURE To DETERMINE MUM SPAN MBNA COMBINATIONS INBEIWEFN WALL MOUNTINGS FOR W/ R.00R/COUNG MOUNTINGS; FOR A GIVEN POSITIVE ASD. DESIGN PRESSURE RATING` DETERMINE: L1+= MAX. SPAN FOR WALL MOUNTING INSTAUATION& U+- MAX. SPAN FOR FLOOR/CEILING MOUNTING INST.LLLATION& FOR A GIVEN NEGATIVE AMID. DESIGN PRESSURE RNTLNG: DETERMINE: LI-- MAY. SPAN FOR WALL UOUMIM ItWAUATIONS U-- IUIL SPAN FOR FLOOR/CWNG MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPMI IS EOUAL TO 71,E MINIMUM BETWEEN 'LI+. 'U+. I,- AND -U--' (4) GO TO ANCHOR SCHEDULE WITH NIA MAXIMUM ALLDWABLE SPAN ANDNEGATIVE&S.D. DESIGN PRESSURE RATING TO DETERMINE MAGUUM NICHOR ..rL. MEIN. WJ X. WD. T A ,M Accordion Shutter Syst N.V. 900E #1 W/ OR WAD KV. WINDOW. MAD N. N melt 'TIOR DATE pg4NJ pry YIR I OLD 15-085 7/27/1 n4fl` 07/27, J DRAWING No 17-IU WAD. 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ANCHORS TO SUBSTRUE SNLLI. BE AS Fpt1D1Vs: (•A) TO COSTING POURED CORIWEIM (ILIA Fc - 1/4'0 TAPCON OR VPCON W1M A MU, 1HPPA➢FDRY TECHNOLOG' ANUMs M YAWFACIVRED W LT.W. BWEEI eNc. Cc . ] Ice ANCHORS SMBUG IEI:PY)n TWOON OR _ 1/4'A • 3/4' NEE PORES SOLO -SET ACHORs, AS ER TWOUIED BY ALL COWTS SCREW, BEAT k SPECIALTY COYPMy, (Yin. rR . ] bG - 1/4b BWE TO CONCRETE ANCHORS W/ CAP AS UANUFACTURED BY.FLORNA FASTENER ODIUM, NC. (VB , (c - 2 EAl) T"CON WITH ADVMMU ACRE MRY TEUNGOM - 1/4b TAPPER+ MOTORS AS ILWUFACTURED BY POWER FASRRFRS. WO., µ0 ORTUW, BY ALL MI SCREW, BOLT A S M IY WYPMY OR ANY OTHER APPROVW LICENSED OR AIMORIEED VENOM RESTUDIED MM ME µERNµ M ER SISTEl6 ALL PIES SOUL -SET )SSOCNTOn� IND (yw• rR - s WI) BLUE IM W/:Cv NOTES: iAPPEA+ AI) WNNUY EUBFDYFM Nf0 POURED COHCRCIE OF TATYDN OR TµCON M AW M THRFADMINU TECIGIOLOGY ANCHOR AND TAPPET. fi ANCMGS I ]/4'. AND FUR BLUE TM W/ CAP ANCHORS R 1 1/27. AY) IOMYNY COMMENT OF 1/4'0 A 3/4' All. 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(Q CEffARIMVa1S 9Hµ1 AWAYB BE lhla p MMCMIE TO A SOLD INBILADBVOE f AT ERROR SIZE OF TN01. (Q POLYCMIBCWTE NY WINDOW dui SIy,EL BE N6 M-LID SO TIJAj TAli3 FACf RK. WM1pOR OF THE OPENMG B PROTECTED. HY WINDOW NY W37 BE ONLY IN9TAIFD AL) LOOKED MO A W SETMNC TOOL PROMDW BY A55A We. 6. SIX ANCHOR ePxIMG SCHEDULE MR WSDAEA11016 W10 seat, EPAM£ BUILDINGS ON SHEET 15, AS IAIRED BY SIAN AND DE9KW LOAD (SEE NOTES 1 & 2 A80vE). 7. ME ANCHOR S NCRIG SCaINJUE MR WSTA1A1gI5 I= POuI CONCRETE OR CONCRETE BLOCK RM1 ON SHEETS 12 & IJ A9 LIEIREO V SPAN MO DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). B: MINIMUM SEPARAtUN TO GI SS SCHEDULE. PER ASTM E-1996, WWNO 20NE I MPIIMUU SEPANAION TO GLA95 1 IHRU ] 1' 695' EN "9 + sF e]m7 DLIVA, INC. 02017' EASTERN META SUPPLY, INC. ,a ..py ' •,•• np.�'� �i TOEC -A TIWT TESTING & ENGINEERING COMPANY H. sL: M. sm, ,mWv% Gwms, Nmw rnE .Ow. (JOa)BTI-Ws31 m 1� MIernORW.mm ®-DCD6Tte W4TLR A 114M1 L. P.E. NOI®A Uc. / 14i67 _ S S A AmeEICCO $hUNeE Systems A880CTC(tOTI, tDC. 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