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HomeMy WebLinkAboutSET UP-INSTALLATION1. BERIIN N.V. ACCORDION SHUTTER SYMMI SHOWN ON THIS PRODUCT EVALUATION DOCUMENT iP.EO.J HAS BRN VFFtlf1ED FOR CDYPWNCE W ACCORDANCE CORN THE 2017 (6N [MqN) OF ME ROWOA 8U6MNG COBS THIS ACCORDION SHUTTER SYSTEM SHALL HOT BE NSTALLEO AT NI YEEOC115' HURRICANE ZONES. DESIGN WHO LOADS SHALL BE DE ESULUM D AS PER SECTION 15M OF ME Ma7E NENMNED ALOE FOR A BASIC WHO SPEED REWIRED M ME JUO,UON WERE SHUTTER WILL BE WSTALID WIN A DIRECTIONAL" FACTOR Kd-OA5, USING ASCE 7-10 AND SHALL NCI EXCEED THE DIAJIYUY (ASO.) DESIGN PRESSURE RATINGS NacaM ON SHEETS 11 THRU IS. 19 & 211 W ORDER TO VERIFY ME ABOVE CONDITION, ULTIMATE DE£GR MND LOADS DETERMINED PER MERE 7-10 SHALL BE FIRST BEONED TO ".a. OE91GN MND LOADS BY MULTIPLYING THEN BY 0.6 M OROENTO COMPARE THESE W/ MAX. (AS.0) DESIGN PRESSURE RATINGS INDICATED ON SNUM 11 THRU 15. 19 & 20. IN ORDER TO AETUY TINT COMPONENTS AND ANCHORS ON THIS P.M. M TESTED. WERE Nm N'ER STRUSE. A 33 T INCREASE IN ALLOWABLE STRESS FOR WINO (DADS WAS I= USED W THEIR NMLY51£ HOWEVER, A MND DURATION FACTOR M-1.80 WAS USE FOR VERIFICATION OF FASTENERS IN WOOD. DERMA H.V. ACBOROON SHUTTER BMWs ADE0IMUY FOR WIND AND URGE MISSLE WPAOT LOW HAS BUM VEMREO W ACCORDUIGE MAIM MCNON 16N.1.2 DI: ME AB0,G MENTIONED 000E AS PER AM REFORM -HY BLADE 0 10214.01-0. 10715.01-D3, 110C 41-05, /1214,01-05, F017.02-06, 106ND1-10 AND 10210.01-11 AS PER TAS-201, TAS-202 AND TAS-20 PROTOCOLS AND ASIM E-1886 AND E-1998 STANDMOS (MISSLE LEVEL D. WHO ZONES I, 2 & 3) & 11220.01-10 AS PER TAS "I. 203.& 203 PROTOCOM WTGE MISSILE -W WINDOW BLADE m 10505.01-09 A9 PER MIN E-1886 AND E-1996 (MISSILE LEVEL D, WHO ZONES 1, 2, 3) 8451C PROITMON ONLY AND / 0725,01-08 AS PER In 202 PROTOCOL 2. HIV BLADE0 AND W WIDOW BEOE 0 ME ENGWEMEO TO WORK W UNISON WON EACH OTHER UNDER ME GEMAL LAMINATIONS MO CONNECTS OE USE M=,, ON SHEET 19 ]. GERDN N.V. WGONDpN PINS (NV SCREAS), USED AT BLADES KNUCKLE µIT FOR DIRECT MOUNT CONtECTa! TO TRACKS SIWL BE 114x2.75- ANTI 014x1.75' RESPECRJEI.Y. 410-M NIP SEINESSTAINLESS STEEL SCREWS MIN 135.0 W WELD STRMcle MD ISO al TENsUG STRENGTH. PACs sN11 BE COATED w,, W,,, W UG,,V IFLD COMING SMUM AS MANUFACTURE E MPRWED COATING Mgrw7DRs, REGISTERED W N ANM101N SHUTTER SYSTEMS M50CNrwN. FINEHUSr BEM ME HY MARIONO ON MDR HUD. 4. ALL N.UUWUM EERUSONS SHALL BE ALUMINUM AMOCNTON NERDY Me TEMPS AS INDICATED ON SHEETS 2 AND 3. MINIMUM WEE 5 RMGM FOR I'll ALLOY 6 1.1 W MU 35.7 aT MR BEDS-75 ALLOY. 5. NJ. SENSORS TO BE SINHUESS STEEL 304 OR 316 AV SERIES OR CORROSION RESISTANT COATED CARBON STIED. M PE GIN SODIe WIN SO W MIN. MELD SIRENCIH MO 90 WI MIN. 1MSDE STRENGTH. MID SHALL COMPLY W/ "RAM, BUILDING CODE SECTION 2411.3.3.4. 0. BOLTS TO BE ASTH A-307 GALVANIZED STEEL, OR NSl 304 OR 316 SINES STARLESS MEL WIN M W MNWUM YIELD STRENGTH. 7. SEE THE FOLLCMNG VIEUS FOR ANCHOR SPECIRGTION& NY MADE C 12,13.14,15 AND 20 HY MADE 01 & ® W MG W UNISON: 12. 13 & 15 B. THIS BERNIA HV. ACCORDION SHUTTER SYSIEIA BURS A U.£ PATENT X779,582. COMPONENTS OF INS MPRWAL ME COVERED, IN WHOLE OR IN PART BY US. PATENT 15458,170 ISSUED TO EASTERN METAL SUPPLY, INC. 0. IT SHALL DE THE RESPONSOILRY OF THE CONTRACTOR TO VERIFY ME SOUNDNESS OF ME STINCNRE WHERE SfRWEL IS TO BE ATTACHED TO WSURE PROPER MCHOWBE CONTINUER TO SFAL/GUL% ALJ. SHUTTER COMPONNTNT1 EDGE$ 1WeGI1 REMAIN, IHRU FAMNMG; IN CONTINUOUS CONTACT WITH THE 0I TO PREVENT WNU/RNN INTRUSION, TO. FAPI UNIT MUST STAR PERMANENT LABEL IN A MVEI E PLACE WIN, WARNWO NOTE WRING PERIODS OF HUMMME WARNINGS HOME OWNER, IFI,,L M GIHFR£ MUST MT,,, CLOSE ALL W AND ND CENIERWTES AND ENGAGE OR LOCH Al IN MD He Loc,, I1. SHUTTER WNUFACIUREHS LABEL SHALL BE LOCATE ON A READILY METTLE LOCATION AT ACCORDION SHUITW N ACCOREAKI MAIM SECTION 17019.3 OF FUNI M BMLANG CODE ONE LIBEL SMALL BE PLACE FOR EMEND OPENING. IANNI TO COMPLY WITH SECTION 1709.9.2 OF ME FLNIO EUILONG COOS 12. SERIM H.V. ACCORDION SHIFTER SYSTEN'S INSTALLATION SHALL COMPLY WITH SRECS INDICATED W MIS GRAWTNG PLUS MY BELOW, µLA ZOMNG REGULATIONS PRMOM M' ME J ,,MVION WHERE PMMR IS MPIJED TO. 13. (R) MIS P.ED. PREPME BY MIS ENGINEER IS GMWO MO NO NET PROWDE WFORNATON FOR A SITE SPECIFIC PROTECT E.. WHERE ME BEE CONDITIONS DEVNTE iR011 ME PLA (A) CONTRACTOR TO BE RFSPONSOLE FOR ME SWOUTION. PURCHASE MT INSTALLATION INCLUDING LRE SAEEFY OF THIS PRODUCE CAME ON M6 P.ED,. PROADED HE/SHE DOES NOT oc,,A1E FROM ME CONDITIONS OMADID ON INS DOL1TUENT. CUbTANDW SEEN AT SITE 6 ME COMMGIOR'S RCSPONSIBIUD'. (c) MIS P.E.D. WTL BE CONSIDERED MAUD F ALMERED EY MJY MEANS. (G) SITE SPECIFIC PROTECTS SHAL SE FRO MM BY A n1NIG RFASIFRED ENGINEER OR MCI Men MALL BECOME ME ENGINEER OF RECORD (EGA TOR ME PROJECT AND WHO WILL BE R CNSIDLE FOR ME PROPER USE OF ME P.M. WONDER OF RECORD, ACTING AS A OELEOTED ENGINEER TO ME P.EO. ENGINEER SHALL SUBMIT TO TAUS LAMER ME SITE SPECIFIC DRAWINGS FOR REVIEW. (a) ORIGINAL PED. SMALL BEAR ME DATE AND OR1OHAL SEAL MD &GNArum OF ME SCANNED BY St. Lucie County ENGINEER OF RECORD THAT PREPARED R. =17 TAMED. NO. IL EC03(ra. `�6J `: T1Wi TESTING . ENGINEERING COMPANY �' `\ FESf MW..MA M. M. My NK96. (305 S� 1LGp1 A fi P mA : (39.>6, ,,CAS 6 T-TEST S( E-ro0eT19 ONA1 E 11'' -ALTER A 1R IMAT, PE !CAR.LCIPAAA9iIOc inert FLORIDAGRHe. 1 4087 GENERAL NOTES. SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPKML WINDOW BLUE & WINDOW DETAIL AREA . HU 13ADF n ND HV WINDOW B ADF hA (WHERE APP I Ant F7 TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DEANS A-F. CONCREIE/9LOCK SHEET 6 INSTALLATION DETAILS D-M, CONCREE/BLODK SHEET 7 CENIERMATE DCGULS Iry SKEET 8 CENTERMI ALTERNANNO DETAILS W SHEET 9 WD CONNECTION DUMLS 1-6. CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET (( ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SKEET 14 ANCHOR SCKEDUIE- WOOD SHEET 13 INSTALLATION DETAILS M-R, WOOD SHEET 16 NSTAEATION GUMS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & A. MID AREA 3: HM WINDOW BLADE (fA SHEET IB ON Y TYPICAL SHUTTER E7EVATON AREA 4• HI WINDOW BLAp M ON SNELT 19 Y INSTALLATION DETAILS. METAL BRAD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA A.S.S.A. American Shutter Systems Association, Inc. 4268 Weslroods Drive West Palm Beach, FL 33407 V 2017 I, SIFRN MEAL SUPPLY. LNG E A ffVTM Accordion Shutter System MADE 91 W/ OR W/O KY. WINDOW MADE tAWINC No 17-107 OHV SOLID BLADE COVERED UNDER US PATENT 8 5458179 HV WINDOW At ADF*/ OF USE OF BLAD�WON SHEET 19 HV ALLOY a• 'wo 1.e6e' R 11 HV IIN0 H AD R O FlED FOR USE W/ HV BLADE I ONLY, SEE SECTIONS FOR VALID 6063-76 ALLOY AND TEMPER MILMMNYM(! 1- I 1' P6)' (fo SIDE ANGLES QUALIFIED FOR_USSE W/ HV D - OHV UNIVERSAL F OAT R OUAUnED FOR USE W/ HV SLADEQ 6005-T5 ALLOY AND TEMPER 1l j? HV HEAD/ER/SII , OUALIFlE 6063-TS ALLOY AND TEMPPE QONL ALUMINUM ANGLES QUALIFIED TO USE W/ HV BIADE l ONLY. 6063-T6 AL Y AND TEMPER OOUAUFlED FOR URFM � YI HV SLADE(I 6063-T6 ALLOY AAR76D TEMPER . 8O HV WALK —OVER TRACK QUALIFIED FOR U(�7)E W/ HV BLADE N 6063-TS ALLOY A O TEMPER ODMPONENT A B 11 T2 O 2' 5, 11A1L 0.192" 0.192' 19 2.S' T 1LVL 0.190" 0.190- 2' S' VM. 0.1]9' 0.131- 01017 TLTI Na. ,i > lL EC0,N0. '4 TILUT TESTING & ENGINEERING COMPANY 6]N MR. ]6'!u 54 Sli ]i3 nMJxM GL9Ep15, ,IrI1D1 y2 �3 Pnav:a051!)1-IS]O.Pm:100]b71-1!]1 99A'701 9A2 8 12 ' .92, B VFlTRCRH USRACKHV BLADE(ONLY. �^j CORNER POSTS. OUPLFlED FOR USE W( NV BLADE Q 106 BLA 00 TEMPER A.S.S.A. American Shutter Systems Association, Inc. 4268 Westmads Drive West Palm Beach, FL 33407 USE W/ AND TEMPER 1� HV RAINGUARD QUALIFIED FOR U((�$1^])E w/ HV 6063-Tfi DOE TEMPER. m2017 FASIERN METAL SUPPLY, We. B RT A HV,, Accordion Shutter Systl KV. BADE x1 W/ OR W/o KV. WINDOW BAD :Y. x DESCIM011 I Da, O 6H. Le 1 OLD 15-OD5 r227/11 wTc 07/27, DRAWING ND O V2 HV FLOATING C ED FOR USE W/ HV I 6063-T6 ALLOY AND Z 9 ONLY PW1 FRONT ONAa0N CT HV N " tl LOCKER FOR "T" LOCK NTERMATE• G• QUALIFIED FOR USE VI/ M/ BLADE 7.ONLY QUALIFIED FOR USE W/ NV BLADE IOONLY 6D63-76 ALLOY ANO TEMPER 6063-76 ALLOY AND TEMPER 1.917 [M21441.� QUALIFIED FOR USE W/ HV DUDE (D @ WCKIA G ROD 6063-T6 A-16Y AND TEMPER ® LOCKING RODS QUALIFIED FOR USE W/ W BLADE(j) 6063-T6 ALLOY AND TEMPER INSTALLATION WILL REQUIRE A 7116: HV CORNERS NE TERA Q AUflEO FOR'USE V// HV BUDF fi06]-T6 PIIOY AND T[NPER FOR USE W HV BLADE PONLY 6063-T6 A Y AND TEMPE 3.161 IJI OUAUFIEyrDDPON USE Wj W BLADE 1@& 6063-TC ALLOY NO TEMPER 'Jj1Il�Lt'Tl■O/j�2• J LL/4'p 0 AICI 304 ERIES S S THUMBSCRENS , QUALIFIED FOR USE W/ W BLADE 1Q r I I P 1 r-TD . i IlPuswO IRMKL ml &Ilm PMMm n � Rdll S' J16 b�imsaj bttR BwS' CrWom nArtD) (D"m¢ Purm) ® HV LOCK ® HV EGRESS LOCK T• a QUALIFIED FOR W/ HV QUALIFIED FOR USE W/ W ONLY. BUOE BI ONLY. 2w• D.D. PLASTIC READ n fee• • r l 2 UOLOED TO SCREW 380' ArTER RA2NIG 1/4-A— 20 x 3/4 BEFORE RNETING S.S. THUMBSCREW 1 /A"d-20 RIVNI�T� sDms alr,uuucuu Om4-1 AMoO uROE RANDS 1Nw -=RUI6ERr. PMf 1 0620, AS LLWOPAODIRED -.Ana b1[Af:/ 1IXIOPo1. PNI9PPFNY. H[W.�g60' OMN qi EpNL ® HV "T" LOCK HV ALIERNATIVE LOCK DUAl1flE0 FOR USE UUA "t FO USE W/ IN W/HV BLADE QI ONLY. BLADE 18 ONLY. 'a5!t- `MUIIBIMRN GWWOER OR Ki C1'UNaFR 0m5• br 1 J25• W.. � Dli 1 W'n CYIMDEF IMIMBIMRN LTe[ u0.. ® HO LOCK ELY Rfcmr HAROWME MORTISE LOCKS SERIES 2]33 HOOK e.LT LOCK OVAUFIEO FOR USE W/ FN SLADE( h 'rJA q� \J H. o0 " }.6• 9 O Qa _ ]LTj11 •�eTrrc N(�/r :- �� Omlr mlEm. DIe 02017 EAsrmN METAL wPPLY, WC. ER A N Accordion Shutter System r �ceru" • i �-- EI C p- ` A.S.S.A. Tr iIWT American Shutter Systems ie RV. HALE 81 W/ OR W/o HV. WNIDO E BADE aTsmmOx mn OPAKN 6r: Lc 7tf •O •L STATE OF " TESTING A ENGINEERING CGMPANY m>'+ xv. ]rw sl. sr ]m. lvaxA cWcmx nam, vl Association, Inc. 1 OLD 13-0e5 V T/I am DY/n/n vIKP.: Fem)oTI-IS]0. m.: (Jm)en-ml 4268 Weslroads Drive •,• �Q 1C a GRID\kl ®-0aoar:4 West Palm Beach. FL }}407a D A TAUT 4" F.E. t 74LLW '0AIALE'.I.TyA D C n01faA U4 1 4.162 SHUTTER —ASSEMBLY SCHEDULE FOR HV C11 HV 64 QI HV BLADE 1 ® NV BLADE to ® NV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING ® MY NYLON HAT WASHER HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"x3/16' THICK NYLON WHEEL. 0.168"0 AISI 302 SERIES S.S. RIVETS © NV 1 3/4" ACCORDION PIN W/ #8 HEAD r ® HV 2 3/4' ACCORDION PIN W/ 88 HEAD-* ® POLYCARBONATE IMPACT RESISTANT MY WINDOW (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR 14V ® BLADE. xT.s (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(j) BLADE WHEN CORRESPONDING TO INSTALLATION "U SHEET 7. (3) HV PIN ® OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, QHEET C2017 1I UCO. INC. I TILLD TESTING & ENGINEERING COMPANY wss NW :nu. s]. xl. ]oA vwc)v.6 aVmE]a vEa)a ]] Pros. 1 (]ospnnvo . roX : fsos)asl-IsSI a-Xaz m)cmaxwm ®-ONE)IY WKTOI A 1WR.1,. PL nOeG Dc / N167 r N. a m elASE T ,�°� s• 1 .le)s• ]1 RV Suez .0625• WON r ] AB'(S .052Y OWKNIJE'S •0 CABIN .0625 Ie)S• Y (1YP) 0462°y' "MT PoRfgN 1 i Rl.) // ] so' N I )/02 750' % 2 7/8, IAN xv "'INDoW CLEAR SEPARARON N. BETWEEN .0625' .7500' OPENINGS 3.] 3/0MADE ' 0623' ON Gt5:t�1 )500' _ 2 1/{ CLrAR •, s SE11 TYPICAL HV WINDOW B enF a AND POLYCARBONATE HV WINDOW DETAI N.T.S. >X POLYCARBONATE IMPACT R STANT NV WINDOW II GAYER MAKROLON 3103 POLYCARBONATE l RESINS. UV -STABILIZED GRADE OR SABIC TM. ICEO 8e0 INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 19). rwrR)OR POLYCARBONATE SOURCES FOR P4 rlrw lWn anio .wltlsL s]walm Aeevx{ i>$] „a mX/s»a s Bests arvr w.xn U Am {m my W!"' aw] a+i mas[ Woa smomm Ass ome sAw wA am6 ).�. iL4AY 61RMiX M TOY ApY WM 1).]N aLL I1.W Aa2cl W}tV9 O6'ACe ASIY a]p ]WM' p,A Yf.CO pLL romav aoo Am o2y la n-RM n rta/ 0R4 {p6X] P]IY a3W nl f tU { YY RK {r WBYN 1SN 06l! r^I 019 W rlllxY I9Y OIYA 1M010Y'I yp T lfdWSa6TY 4fn IFE�"S[ TIpaRM Rllx R.WnERxG S1Y m Nr {]02 Xal 6NO P.1 la+$ti SIR]$ Beat {UTEIA4 ASN N9 6101 PLL !YO W! A.StsS.A., American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 2017 EASTERN UETAL SUPPLY, Me. Accordion Shut FLY. BADE ®1 W/ OR W/O H.V. (AWING No 17-1 C NON ®'6- �i•��� nnn,������,,• man �i�Y�s(��L117f'i1a�v�s,�i� —I�'�►7 o• o. o. ©• o. o• ©, o. o. T o, o. o. a. o. o. 0• � TYPICAL C77 HV BLADE SHUTTER ELEVATION N.T.S. OF CORNER CENTERMATE <N a yA- LUH4 IF DESI BE USED AS AN ED- BE AS INOIA 3 v 0 SHALL BE USED AT SPAN FOR SPANS UP TO 101 AS AN "DC OR OUTSIDE L MT HEAD SS, M.S. LOC.ATIL STACKING POSITION (NON _&.. ONE NV LOCK 61 a SHUTTER ELEVATION. LONG E AS )F SHUTTER SPAN FOR ANY SPAN I FOR INSTAI�DONS-AAT ANY TTACHED TO Qj OR 0/ LOCK SMALL OE AS INgCATPA'ON JIM PURPOSES, NPPURPOSES, TO two NV ON OF LOCKS TO CENiFAIlAT6 ®: 0 OF 1/4-0-20x3/4' S.S. THUMBSCREW TO 0 OR C CENRRMATEB SHALL BE MADE W/ 1/4'o-20a3/{' A111Y.-- LRINNUTOCIKS BHOWN ON SECTION HVE, SHEET 0. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCHS ATT 1/J 0i SHUTTER SPAN. 8. MANDATORY CONDITION /3 MR l=&E MO hMKG INSTAIIATIONS, ONE IN LOCK @ v ®or 0 SKILL BE USED AT 1/2 OF SNUTIER SPAN FOR ANY SPAN OR 12- ADM OR BELOW 12 OF SHUTTER SPAN FOR SPANS UP TO 86', AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 0 Or ® or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 0 or @ SYMMETRICAL CENIERMATES W/ (2) 1/41 -20 x 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL HE AS INDICATED ON TYPICAL SHUTFDN ELEVATKON. USE OF LOCKING RODS W/ OR ® TOP AND BOTTOM IS COMPLETELY MANDATORY. L{ {a 4 sF A al AS SHOWN ON SECTI01 1 1/2' LONG S.S. TI 5/6' RNNUr. CK MAY :KING RODS TOP AND 12' f 1• NM : ONE ALTERNATE HO LOCK© MAYBE USED IN LOU OF HV LOCKS q3 DR qp MR ANY SPAN AND 1NSTAtlAD0N6 PAW ELEVATION. ALTERNATE HD LOCH 8 MAY BE Uses AS AN INSIDE OR DUMB LOCK. ATTACHMEW OF HE LOCK �IJ TO S W/ S 16 a 31W FN. SSL.S. AND INCLUBES REINFORCEMENT INSERT; AS SHOWN ON SECDONS IICB- AND DC-H , SHEET 10. LOCK MAY BE INSTALLED AT MN75PAN OR 12' "MAMMUM BELOW OR ABOM MIOSPAN, USE OF LOCKING RODS 0 a COMPLETELY OPTIONAL- d1'3\P ............ t_ VCENSF•..,9: 02017 MMo. me 02017 EASTERN METAL SWPLY. INC. BERTHA Accordion Shutter System $ ? �L A■S■S■F�■ t /F �JA American Shutter Systems ILV. BLADE p1 W/ ON W/0 FLV. VAN= IiATDE e., 0rnlxRnax DIN GWAN Br: La. 9•t• y*; Q TILUT TESTING & ENGINEERING COMPANY Wf N41. Association. Inc. 1 OLD 15-085 V712yi MID 07 27/17 A�S} {Vil.A Ys lsY. A bu i0A xziga WNa4 nIPM J]N Plum 1 (]051871-1500 . FO.: (wm)sN-IMI 4268 Westroads Drixa Yam( '•- _S's� ' G\\iLI1T i a DRAWING No •m � 6 amm West Palm SeaCh• FL 33407 •.• ONAL 6N4Ne' eam A am 41. PC 17-107 . n r ra-.mTYnwffiV:,er .....r MQNOA UK 1 44167 s .....-r. POUM ANOiORS POURED (SEE (SEE SCHEDULE ON POURED CONCRETE OR CONCRETE SHACK RtONV11EO RCONNCREI p sIQET 13) REQUIRED 1/4'P-2N3/4' S.S. CONCRETE ARM O Ew 17 I B IM 14; uxwe•ro0w �� / CONCRETE MCHORs uACI11NE SCREWS '(SF Sal) ON (SEE SCHUNI ON SHH�EEETT 13) w(n 7/) I/ % / X �5 G-20 12' O.L ' l 2 ' � s' IU/CMRIE ' 1 / 1. w- • EM1 sCPEWs ` - ]• - USING 1/K•-]0 NVIS ---- : ' EO 1$ EO a 12. O.C. .1/21, 1 �L _� OORO DF it E'O! ®-OPPONM. I sOm1C w Pm r Ia ilaYO I OR ®� ' EwsN10 ao°i�lF O2Pn�A® III1 i 1 Cams UM SEauunan ro cuss S— (SEE SCHEDULE ON SHEET 11) I WASS—I 421 SEPM MN TO AII55 (SEE SCHEDULE ON SHEET 11) I SINO OVNO I 1 i Qp © HV WALL HEADER INSTALLATION BQ HV WALL HEADER INSTALLATION + KEYSTONE O S11N0 m pA4 fUt 1 1 OR ( SEPAPAIKxi ro EEr 1 (SEE (sEE SCHEDULE ON sNEEf I I) 1 , MN. , 1 E]MASS MASS ENEGALON S EET I I (SEE SCHCOUIE ON SIEEf I I)— ON am lEro 9N9mi® J� Casnua' t— GImA5" s : / f OPTONN. - • I ill f O ON& 1/4' Meg. L_0, iE. 1 i/.• Ym. f 19 LE ED 12 DR® I . ` PMWPS TRUSS HEM ( CONCRETE 2'NCHCR$ / ./ / I�OR 11i 1' MAPRNC SCRSRS USNC I/4'-20 NUTS O 1]' O.C. / < CONCRETE RtICX0p5 S,S. PICWPs (SEE SCHEOUIE ON 1RU55 N_FID ENCIVNE SCREWS POURED CONCRETE (SCE SCHEDULE ON SXER q) ' Min. POURED CONCRETE SHEET 13) W/ 1/4-3o NUTS 0 12' O,C. <ONCPEiE DLDERf W , CRRC MICHCRS On CONCRETE BLOCK REOUNRD R[ONREp HV WALL SILLINSTALLATION eT10N SC11Ki) ON CONCRETE(S OF HV WALL SILL INSTALLATION OR CONCRETE BLOCK 1, WA" gEp0JIM EQ HV WA SILLINSULATION " I ROES FOR GOMfiNtlbN OF <FLIIO c. 1_sEE sxFEi. FM ,191W. EHUR[R ' INSTALLATION DETAILS W/ 2- UO EY z- uWNiWG sErnOx6 CAx RE COYSNFA N AHr WAY To saw /NY PRf4fAnox. L D. EDGE Duna (sEE SDECRIGtgNS ON SXEEI 13) E "' • SEE W ARNOi Of USE MR ' EVOE9DN SHEEP IR � HV BLADE 11 pA. / '- FLORIDA BUILDING CODE. Non High velOCtt Hurricane Zone �CENS •• �� O2On MUM, W. 02ov EISTFRN uETu SUPPLY, INC. d • 4 • � LL E 0- A S S A ■ ■ ■ ■ E Accordion Shutter System ••• NV. HADE ®1 W/ OR W/0 NV. WNEW GlAEE i bQ TIL4T TESTING A ENGINEERING COMPANY E GINE American Sluff r IS Giants P..0 MUMPTIDH DAn wu11 = • IAA .C`•'••.,CDRIUP: '�k, ,\ l3SI Kv. Muv INv. RING,OMPA ]], Association, Ina. I -ow Is-OSS T/Il/1 DOE: 0)/z2 I] =.� % ..... ,_ ONALEN,1'' Fna.: (Sos)eT1-fmo , rot : (3Ds)sTs-nm -Inw: 30. f- : C 4268 Westroods Drive West Palm Reach, 2 DRAWING No ••.••..rn•••• ED-ams11P N4TER A. DLL4 L. P.E. FL JJ407 3 . Pr fPAI /CICMATI IDC/MT[ RORIA IIF. E M182 5 mr�•+ CONCRETE ANCHORS (SEC Sc160U1E ON SHEET 13) r Py 0• i /�JJ Ij ED= ' GI,A$$� 1P00MRR L c n # L DISTINO Duns t 90 I ai• nn T IMc SCHFtY9 O 19" O.C. I(j8 CONCRETE ANCHORS © - 7 (SEE SCHMUIE ON SHEET 13) (' / / EI' / / I EO % /'% /', �• OF CODE SIA9 IF I :/ /��i/ )I, •-:/. DOE: OF / SLAB IF / m ��/ PoUIIW � / / .� .' % / / .%J•'• C R � 6A )NCRC1E I� R RFD MT HEAD CONCRETE ANCHORS EDUIRED E D.• E. D.• (SEE SMEOMIE ON SHEET 14) Q� HV FLOOR INSTALLATION ennu t HV WALK —OVER INSTA eT101 '—Wn 11J~ i 9 - is POURED E w HEAD CONCRETE ANCHORS WIR .OUIRED (SCE SCHEDULE ON SHELL N) QTRH INSTALLATION N . ONLY FOR UP TO ♦70, -75 PSF &S.D. DESIGN PRESSURE RATING & FOR SPANS PER SCHEOUEE /]. 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P.E. ] Or CCAI /CICAIATI IDS /11ATO FURVA W. 0 44167 S n..nrn END WA DNN OUT ow�eN�s© °«° FlN 7 EXISINOG• INSTALLATIONS W1 1 HV µs.AtTEwulc Nv wcX ®w1 sN¢r s **uExoEseH 9/OE 5«O( pET11 HK 6 NAYe PUR ALL BLADE W HV CENTERMATES CpRERNA,ESAPPYGIaWNRHaUpE01 10•®«©•®«©.©« SEE END WAIL CDNNEC7,ON ©� 0 • ©«©�� • ®« DOING cuss r ' 2•411/8-N'-3 EOW-TE I O.Q«Q.Q«Q.Q ] 1/1 7' 6 1/2• T• I1LOh MYu. N/2)1/Pa LFCON is LroncaElE 1/2- «Q•® I M T Y (lw/aoTom) • al/2• s.u.x Tom) Poar/,• sus. 0 1�• C NT R S CE E T S MI PARAWN AT Uwl µwL (IYp) I 3.0 MI, IENCHf. 7 $/ HV LOCK aE Il,' TO 5 — 5 � ®" * 35* IN 3 (SEE SHECT 11E 'p'®«©•�«©•®« HVA _ xc O8«®1 B«OB •�— J«Acuss S---------'/VfRp\.•O««•�©..-Q'•-«®-,®a SEPMl1T10N HVC WSRNC Cuss POUR OHC_ CTC OR @ �RAKWLL EOY m 8 QH IN—Q©«U7 iNmCENT MA ES To Guns 5 W/ H� OPfpxnl (SEE SCxEWLE TO GLASS tAl10N ®a ! RlintlOR) ©•®«®•Q«�.® ON TSIQEf 11) TO (SEE CHEQr IN p aeoOONsNEER) «®•® 1------ our ----- --- ------ _coHGRE -- --- * , ANCHORS o -- -- IS. O.C. , 3 WRIM 3 1 sv • ® ' Vo - ® ouT a 1/r M. sua OUT((EXTERIOR) HVE HVF** HVD ;, FLORIDA BUILDING CODE Hon High Velocity HUMICOne Zone �r'JCENSI+• ✓� ON17 MUM. M. W2017 EASTVOI YELL SUPPLY, 1, DERMA HVT. mEeoAccordion Sh/untteo.ra:Systee A S S A Ev MADE g, w/ aR w/a RV. YN70N ae Eis TIShutterWT TESTING &ENGINEERING COMPANY American $y91em9 Association. Inc. GT/v/17 -: /(•,••.. :• 1 615f NY. ]: 0. 6N. •-W WEAL w/,M4 I-IsS _ Pam,: IloslnlnSTo . ra.: (ws)en-lau t 68 Polm eleoCh, LDrive3 a :-s/QNA 11 ` - ® °O�o '^'^ West Palm Beach, FL J3407 3 DRAWING 17_ No •^ All••• ALTER A lKw Y. P.E. A —� Q7 P.E. SEAL I&TURE/DATE R RVA M. 1 i1°t a SHEET OF 20 ALTERNATE 0 L' " LOCK0 MALE/FE,MALE "T1. LOCKS NTERMATES n LOCKERS _W/ (11) HV al ADE SEE END CONNECTION QEDUIS ON SHMS Io A IR OUT MEIN O B1.1pI vv2N.[(LK NK, waryrt0 WI 4a[I 4 mOO b •®m atu Ls �'8N0 eLvzm onm roo-tiFn . m 6 ] m 9 s 1 iiAiGaD w a,s sue, Wx gc L6ID NIOI nvs Palwa •�m�ii•QAmd9.n. Nar roan i amlm E_] * Sa NOR 8 fOe MI ICON® , Y� LMJ(, ON 51q[f 6. 1 ursaz P«. NNNN4.1 UaN -n NLo*) uw.x ruNsa nw 5�@l ,M9efl. PMI I (ai0, NN01F1CIIWa] Of IL06 CMIW/ a�lOP4 PYafl9M. ,1V JOa[Y olwl w LaN. -------------------- //0�s t OUT z _/" 1/4 p-20 x 1 1/2- S.S.N.S. W/ 7/0.0 x 3/32- WINGNUT. ©0 HV -T- LOCK (OUTSIDE) a—* 2 --------- -------------- n] N.N IN (4) PM rlsnl _ emn i4RCa. we 1 LIE C TILLIT TESTING A ENGINEERING COMPANY ,155 N.t. ] R.1u Im NWg. CAPLQq llelry y rew : (=)871-15N . r« : fus1871-101 •-mm: lave<ucmn m =T e1 RENNLRH A E naNbu lig, e 1 I 44 Illei — cr+ A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 • m .elu w uxm Pw[p . ro® ma w oxn L •. umxva nnao 4PctC9rpy wo-xe a wn rw m anaave uwruan N<N e.ap we Accordion Shutter System HV. BADE #1 W/ OR W/0 H.V, vanoav MADE No 107 5 MUM CONCRETE OR I � CONCRETE BLOCK WALL PEOUIPEO " / �CONLRE[H 0 µOC.�EK6TING CLL55 18' D.C. �., ^2' MIN. � r — EO ED To O�IQ(SEE l ." E OR SIQT I/16'v0' b.1X 11 FOR 9I Ra (6D63- T. ,asEET ,s Trn IS F CLOSEft (OF(R $IDE� 9.106 �k® PLATE. (LOCALE 1W4 OF y �) I AT EILHFP ME wV 1/2- Y64 i DE©) /IOYI/3' S.M.S I j10.1/21 O 16, O.C. - — - — - — O 6' O.C. I / 4 I - I OR SEE DETRL K fOR ME CONNECTION 1 ®o LO T21CN5 u®�© © O•®�®•®-®• ® END CONNECTION DETAIL(�1�END CON. ;E)Qe1WG CUSS . MIN. SOPAwnal ro uAss (sEE � D ' al sm ®Ra CONCRETE O FET( ON 1 µ 0 12' ... CONCRETE SALES mk QA 12' µ[MOP 16- D O.C,�___ 1/2• YNL. 17 2• MW. 5 POURED CONCRETE DR 1 OR 9 CONCRETE BLOCK WALL PCOVIPED END CONNECTIOND�AL Q MORO CONCRETE ., PCUREO CONCRETE OR CONCRETE " BLOCK WALL ROGUIRED i LASS /"'ElIB5NEP11rN0WGI ! OR CONCRETE BLOCK WALL REONREU / � "— , DURING G� J- /ij UAWS4AMq �^ 1� I�SrlLPAE r4700& Rl9EET YY SEPMAll?I ION SW19� " i `droMAEEOON(�r9 sw A49h1/2• /T—`♦ USE I. AUL(AB1/B10 ALUMINUM LE - (6063-T6 MIDHOGM(1) 11011/, TOQw' \WALL AT IDSEC DETAIL K E ECTII OR ®> 1NCHORS WALL AT 1O l ATOR ERHER M fr _CTTO I OR 2• i1Jw ED DETAIOKFND CONNECTION DETAIL(1 ROUREs-aNCRETE OR CONCRETE BLOCK WALL— = ESI C CONCL1QRETE ,( GLASS OR • SEC uR lmro Of USE MR BLADE. ON SHEET 19 YIN. E]fISTINC GU55 TO awls (SO: .END CONNECTION DETAIL • REDUIRTD ONLY MR --s GREATER INµ I©DRI®OR(qOR@ORQ) VIEW Y PLAN DETAIL X 1'° �: ' vC ENS�l••.. 9 1 *� ' O2on I¢ IL E C O A S S A 02017 EAS7M YEC L SUPPLY, INC. R TM Accordion Shutter System i .e ;��,/ * ; v�� "A 5 p. llt I■�, ■ ■ ■ ■ American Shuker Systems A8800I0(tOnl IRO. 4268 Westroods Drive Yles! Palm BeOeh, FL 33407 RV. GLADE #1 W/ OR W/O H.V. WNDOW MADE TILLIT TESTING @ENGINEERING COMPANY yy61lW. Ja:A 6L. N.. Im. NRGru PA4r04 naa.ul PwW : (2Ge)m1-1630. rm I (M)e71-IS31 Wu m A�iuJ a 2 44167S EV• ON Darz 9A 1 D OLD 15-086 /2J/, oUZ' OUL OJ/2>/IJ 7 _ S"'AL EN6.j1''1 OC Grel laauen for/na>r T DRAWING No 17-107 ....�._. LOCK 29 Asnx'n401oon WALL 4gR111NG ( a�l or MAXIMUM SHUTTER SPAN* 'L+' OR 'L--' (ft.) FOR NOTES T, IMtlIPM P Asa PImI nDOR/Cwxc N� wu uonrtvq uWNIWG �� e .. (r a -1 NOCR/OmINo YDIArtvta SCHFOIiI F HA IMUM SHUTTER SPAN* 'L+' R -L-- (it.) INSTALLATIONS CENTERMATES IW Er W/ ONE HV LOCKS OR W/ NO LOCKING ODS OQUD FOR Mowaw(jj wa 7) MICRLTE Ain VIsGI INSTALLATIONS RccA/Couxa M.a �y (• 1 Roa+ ALLuaulmxO L IN L-(N 30 Ir-D' 18'-0' 35 15'-2' IW-1 O' l4'-2' IS'-2' SO E 2- 15'-1' glV-4- ' 1V-11- ' 10'-11' 65 9-4' INSTALLATION LEGEND CONCRETE & WOOD WALL A. S. C. D. E. M. N, 0, P. 0. MOUNTING F, K & L R, S, & V. FLOOR/CEILING MOUNTING G, H, 1, 11. U T. U. W & % & N 0 MAXIMUM SHUTIER SPAN 'L+' OR -L-- FOR INSTALLATIONS INTO WOOD SHALL BE UNITED TO 105 PaL A-S.D. DESIGN PRESSURE RATING. FSNAf: W CORNER CENTERMATE /3 WY BE USED AT ALL NN,G INSTALLATIONS. LOCpNO SPECIFICATIONS LL BE AS INDICATED ON MANGTORr CONDITION #2 B5, SHEET 5. t't"CPT THAT MAKNDI4 SHATTER SPAN 'L+' OR T.- AND R V IUUTA ASD. DESIGO PRESSURE INNNG FOR INSU11AlIgS INTO CONCRETE OR CONCRETE BLOar SHALL BE U T ED AS r,,,I I- CONNECTIONS TO KEYSTONE MOUNTING LINKED TO +64,-72 P.A.f, AND 8'-0' Spµ, SEE MOUNTING ®ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 T'• 1T HV BLADE 02017 TLLTFUL PIC IL ECO,T4c. TILLIT TESTING & ENGINEERING COMPANY us .A.. x„ M_ M. 4PA „W,P4 ages neAu ,, Je PL 44167 A.S.SnAm American Shutter Systems Association, fnc. 4268 Weslroaos Drive West Polm Beoch, FL 33407 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GN'EN POSITIVE ASD. DESIGN PRESSURE RATING. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RAN% (2) PROCEDURE TO DETERMINE NAXNUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLWR/CDUNG: GIVEN A POSIThE AS.D. DESIGN PRESSURE RATING, DETERMINE MAX113UM SPAN 1+' MOM SCHEDULE. GIVEN A NEGATIVE ASD. DESIGN PRESSURE RATING, DETERMINE MAHINUM SPAN 'L-' FROM SCHEDULE, FINAL. MAXIMUM ALLOWABLE SPµ IS EOU. TO THE MINIMUM DETERMINED SPAN BETWEEN 'L+' AND T.--'. (3) PROCEDURE TO DETERMINE WXWUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/COUNG MOUNTINGS: FOR A GIVEN POSITIVE AS.O. DESIGN PRESSURE RATING: . MAAX. LI+MI. LI+SPµ FOR WALL MOUNTING INSTAL DONS. I2+d MAX. SPµ FOR FLWR/CEIUNG MOU G INSTAUATIWS. FOR A GI NECAIIVE A.S.D. DESIGN PRESSURE MTINF. DETERMINL LI-- MAX. SPµ FOR WALL MOUNDING INSTALLATIONS. L2-- MA%. SPµ FOR FLWR/[FLUNG MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPNN IS EQUAL TO THE MINIMUM BETWEEN 'L,+ . 'L7+ . 'L1= AND 'L2-' (4) W TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPµ AND NEGATIVE ASD. DESIGN PRESSURE RAING TO DETERMINE MAXILNM µWOR SPAII NC es suV t HN. METAL SUPPLY. NC ER D.1 Accordion Shutter Systet KV. EI ADE a1 W/ OR W/O RV. 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TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems P,, x DEscRlPnax wrz DUWIN I„•: LC. 0 * 0.155 xa 31 . 56.5W CPS, v wwoa. WWWA NFIe A890010ffOD, Inc. I OLD 15-085 7/27/14 DATE: W/27/17 Q PT.: (W511171-1520. 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(3001671-153a.. roo : vesla]I-133. 4268 Westroode DrINB a a DRAWING No - M IWaoO°a<aW �Eg-000To /ONAL E West Palm Beach, FL 33407 1 1111 WN]CR A i 4 41, P.E 17-107 P.E. S�dL'f31GtdA1'URE/DATE npaw rM. t N16) s SHEET b 15 OF 20 Im t OM HV WALL HEADER INSTALLATION Imxc CIASS MN, SLFAP G 10 aASS ' I I T 'a IN�(SEE $MEWIE W SHEEFII)'•1. I 5 ®� Sufi ll-II/rLM, 4. WMIN 111OOD ( HGOERgIEWIf 1 E%ISRNG DIN. 5EP.W.00N TO CMSS--E (SEE SCNEOUIE ON SI MDT. (SEE I'Fi-1'1 E Ir-rl'-a '- TAPCON OR CDN Wlm ADVANCED THRFMFORN TECHNOLOGY 1 1/2' 4:n, PEal I TON OE THRENDED AREA TO E%511N0 0 HFAOFR. (SF[ SCHEDULE ON SHEET 15) 1/4'.-2010/4' S.S. MACHINE SCREWS IEW M 012-UT W/ 1/4'-20 NS 1' Nin. O.C. I a 1/4'.-20.3/4 S MCNNE SCREWS 1/4'-20 NUTS e O.C. 9 n 1 t't �i P TAF'CON OR TMOON AN AOVA RM NCEG I iEAOFOTECHNOLOGY W/ 1 1/2• I'MCTRAPgN OF THREAQEO MG TO RING WTYGO HEADER, SCHEDULE ON 111 15) 2'.4• CONT. 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