|
VICH..RIS (SEE SMTO M ON SHEETS 17. 14. 19 t 20)--•-
<br />MAX 307. 411117. SAM I>D a�'i/7if.�IF, a/tt /p
<br />MINN.�CPwI1tA 7As/1B f II■ '
<br />o 0 0 o O
<br />r MAIL
<br />I, HAW.
<br />rA16 SDImHI CORW I i I
<br />--N S NR R UFF f Rif
<br />, - 3,(/17..R/17. d�/,i. J]yB/tI7. Al�/17. EytR r
<br />MW. Bar/TB, 7RS/10 ! & WAR BBw/1B. 78w/1W . BIw/3D t• ,w-I
<br />ANCHORS (SEE SECTIONS ON SHIFTS 17. 1& 10 t 20)
<br />OPTION J2 FOR LIFE SAFETY STORM PANELG) ELEVATION
<br />SCALE 3/le-1' Vc Nc w
<br />SECTION A -A
<br />SCALE 3/ts•-t•
<br />M a I :1 fwwn
<br />[fie]. i•. oil, IF"_ I . S
<br />MAXIMUM A.S.D.
<br />DESIGN PRESSURE
<br />Max. PANEL LENGTH
<br />L (ft.)
<br />MME+NNM SEPARATION
<br />PANEL
<br />RATING (p.s.(.)
<br />(SEE SECTIONS)
<br />TO GLASS
<br />CONDMON
<br />+55.0, -72.0
<br />8'-8.
<br />2 3/4'
<br />UNBOLTED
<br />' INACOMw17�
<br />THFQ4 0
<br />1 l
<br />NIML
<br />WAGON
<br />1/4'
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<br />OF PLATE
<br />A +
<br />i sY tAPCON/ sm
<br />1 1 I A
<br />or PLATE
<br />__irwom; PLATE
<br />WOOD PLAIT
<br />71fALLY MZAIM Jitr
<br />AL
<br />acME 3/r-,' WAR W-1,
<br />1. NBDYfAT10a ARE ONLY WILD FOR NALMM WITH A D. OENO LOANS
<br />tip �
<br />•�:
<br />tP TO +UA _uA PSF Ate Pmals LENGTH LP 10 r-r.
<br />�.
<br />2. FOR NEW WOOD PIRA[ CCNwwR=nD k WOOD MCOEIw TO BE SOUTHER
<br />PIC Pa 2. W/ SPECIFIC ODIBM Or CEFS OR EQUAL
<br />*..'. $
<br />COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS
<br />(SCALE 1/2-1")
<br />(IDEAL Be"
<br />u.Boo• (zrszc,M
<br />1/4
<br />i
<br />2ASr CAW UK Waal ,
<br />OXXL
<br />1 M. AM A-M r -
<br />• - EDGE awal soa-110 Va. ,MSHRxA, OETAE A_I
<br />L�TAE
<br />1.11l0" 1
<br />-------------------------
<br />(� STOltll PANEL
<br />O REMAM -hN TRAW
<br />PAELY Be LP
<br />W/ ,HDEED COOL
<br />.125'
<br />0 � I
<br />- m 171Jr
<br />LROYEM MEW EIETAIL A t I . •
<br />"LAW COWER 0 DIDB OF PAMEL% I
<br />Do LP w/ HBO= EDGE
<br />(N.T.�
<br />-I r.-.12s•
<br />L J
<br />1-3' Max.--1
<br />O7 3NaT3'[Ye21.1 ALUM_ ANGLE
<br />l`2..G j
<br />O .,r TRAM
<br />.EBB•
<br />.I
<br />._.7.Jo'_...
<br />II" LOFTS
<br />6063-16 Hum. ALLOY
<br />rm)
<br />1 i 4
<br />owl_TB Alum. ALLOY
<br />1•
<br />MAX
<br />PANEL UIDION
<br />SCHEDULE)
<br />0 rot.
<br />,tI F=
<br />WCN
<br />PANEL LENGTH,
<br />(> "ME 1 sa&4
<br />.,28•
<br />i
<br />2000'
<br />.t25'
<br />© 2M`x5'JMd,-1 ALUM, ANGLE
<br />INSTAUABON DETAILS FOR OPTIO J2 FOR UFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRM OR CONCRETE BLOCK STRUCTURES
<br />t r UPCON ANCHORS , 4 1APOON ANCHORS 4' 1%PCOM ANCIIORs 1 .' TAPCON ANCNpIS
<br />r of r O.0 of f�r o.a
<br />POURED POURED coicORmamowj ` POIIIED POW= `
<br />• ' � �� Ica• � `_ I '
<br />OR CONCRETE on concmm
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<br />IISIG wit w1ANER
<br />A 3/3r RIND NUT f 3/32' WHO
<br />• 12 1/2 O.C. i mommot (BEYOND)
<br />- 1Jr OIPOON ANCHOR$ t r TMOON AMCNKI S 1 r TAPCON ANCHORS t s' 7AP00N
<br />i ♦ 1/r D.t �t t/Y D.C. I ♦ t/T O.C.
<br />(WASW m w/ BRIO) w/ sm • . 1/r
<br />(lGOBOED at.
<br />CONC1ET eLOcx REQUIL-vomRE) TEmmumm IHLroLNRIm NWAOM tE Stoat UM BLOCK
<br />t
<br />SCALE 31r-1• wME 3/r-/' 20ALE 3/e-t' SCALE 3/D•-t"
<br />,ti`: JcEa$�c t`z FLORIDA BUILDING CODE Y. UYIAOOno Zw
<br />nownwo�� L * •Ame wuma Ra 20 GAIN DALVAIM STEEL STOOP PANEL n
<br />1r' taHsx W.
<br />OAL PROTECt10N PRODIICiS, LLC. 07 D
<br />} $'' u TLTE C O IIIC. «H is. IN awE7
<br />�E O,� •. Ai �..7 OWE. R, 3=4
<br />F•rSi Np L-,pW1no .P., nalpCegISSTDHeRtcOiHMFPDn 20-176
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<br />OPOYo1FN A K rOSIrRL Rm11L'm
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<br />MEN
<br />AT
<br />NEW
<br />tl0}� SCALE W ,•
<br />t. RIBpL1ATION4 ARE ONLY tAWe FOR BIIWDNOS WITH A.S.D. OaeN 10A0S
<br />UP 10 +SSA. -72.0 PSF AND t4NELYS LENGTH IP TO
<br />L FOR NEW WOOD FRAME CONSTRUCTOW "OD MEMBERS To BE SOUTHERN
<br />Pt NO. 2. W/ S 20M OM. Or 03B OR FOUAL.
<br />- BMD wRDj allDlnll NYIII) BRw•w Rw (nID•pt PIIw •.: v
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<br />_ 412'L• .Os 4•
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<br />® PtlYlElfl 1P • IASt PANEL t0 SE DR„PMROLLE�GpEApT �E�YNI
<br />• PWN6��A MK NFII�OV■IOED ,1H Lal � R M CON
<br />E-Z HANG STORY PAN�j_ SYSTEM , M0F E-Z HANG STORM PANEL_ SYSTEM ReDE d BTwcTAlc
<br />.EWE, foxE lvar. . ,
<br />It-/4* V. w �1/r r.. aAP w yr Hr.. GAP
<br />SECTION 1-A SECTION R-B H�rLaRm'i'"wiwws)1°rAiOM
<br />lClf ]/31' - ,• NNE >1V3S• - ,•
<br />(1} IIEFWfI,OY er sF1WFs ,Duo- E - z IIMIO STORM PANG SYSTEM CONSISTINTRACKS AT BOTTOM G Of PANEL .
<br />bQBi. fBrW. N TOPS PUJB OR i8• LONG
<br />(t} Ok7M10r OF 9EIWEW 200E E - 2 WAG STORM -PMEL S,SiEM CONSISTING Of PANEL + (��T
<br />cee1. iRACILS TOP . BDTTpL (2). 00 PANELS SMALL REBUTS ■ COIf1EC1EyD
<br />ro Su WALL BY YEANB a
<br />(2)'�� eE P�RoaDE�o � T�E ca�,nE�cTm�eAOTroII TwEac OTHERWISE A stop B+R � 'm�`�To �wt'iti-2a�3 s� �/�Rs� �PMtns
<br />(�. w END ARE TQ BD110M 7RACt, CgDECFDN SWILL COMM � DEBDPoBED ON � (a)
<br />1 rFZ1' MLS W 7 CAJ/32' w/q NUF OR 1/1'�4' AWn, TfRAI■�M
<br />80170Y 710N OF FA4]FNCRS Y AT EIDIOt Oi 1w0 (3). FOR ON LASES WHEN ENO PANELS AK IISE JONIILY W/ t6' LAND TWt.® AT
<br />FXIflICR FIAT M1110f5 OF END PANELBUT EID PANELS ARE MOT COfNECiED TAT RE CASL O BOTTOM TICK ■STOP Ba
<br />(4). W CASE THAT ENp ►A)NE{� ARE IIOT OOIIIECIED ro BOTTOM 1RACx (4• A SHOP BAR &HALL BE PIIDYtO® AT TOP OF SUCH PAt4LS. TES,
<br />INlwO SPECS ANAICAR9 ON N�D'F (3) ABOVE N SUCH COIMSOTICH�OFIT mPwEi
<br />� (•) Y�OIIM■EO�E� AST BOTTOM
<br />AACLWD BO Tlblpf WALL
<br />ro Bo1roM 1RACI MAY OCCUR AT ANY PANEL LOCATION. Wf TWO PNEIANiES f04OBNq ■AO/G SHOWN ON ELE,NTIOIi AND
<br />(6). SEE SECTION t', 3' 3 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. �Ii�P� e^. E0� DIBFMICE. MR NR4�BREPoCF PANEL USED Y IE! � Ix7E5
<br />/, NOT NEED ro EE coHLEGrtD TO w ANr HIEIfHs. lRAlat 9IWL CdTMIiD
<br />cER �:: T�`�/T. �' O�YDRAP3REOINW [N LEFF: RIOMF 9DE Oi PNIEi� WIYF
<br />tIt
<br />71 o
<br />REQUIREVolooft OR
<br />sow
<br />at D
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORK PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />fi
<br />1 4 TAPCON ANCeR9 4' TAPCON AIHCHDRS
<br />�r at (r of
<br />IEA•
<br />I
<br />I r taNxsA a Wr,wRMx w
<br />•Silo teiMl`s
<br />I.K1tre i w® 1YE�.! RR
<br />olwt9 , I atAK ,
<br />j i I I lam' w�dtNf •
<br />f � r I
<br />i
<br />/,h,li1 ►ANEULQE PUTS W/,thtOh PJVR1alATE PILE w/
<br />T �'i �•J� W!q NUT wtwER i JIJY WING NOrRVNEA
<br />I
<br />L eaHeaETE 'zaoal
<br />«oex
<br />MQWM ��
<br />EL l.liE..,SA�PAIIEu L
<br />A. T� SGIE J/!•-/•
<br />CEAi� �'�
<br />' t1D. 44167 FLORIDA suILaNG CODE N Nurrloonf iDHH.
<br />*: Hoes Wpl00. rK:
<br />20 OAOE QALYMQEO STEEL STOON PANEL F�'
<br />ir.
<br />�� ORAL I�E O I PROTE� I�ONN PRODUCi'3'
<br />IMRB u r w Rrw Ns,e (NH�TNRS, rltkm' p•HxWM••oe 20-178
<br />PR ti pR •n.,Nr . HNwlllR ,le
<br />Jr. PL - RRsf N d m
<br />LEMM
<br />ANEBR TtfE 1/r• ,/s1
<br />>6 •@T H . >b Wx AMISIOK THE A. �a4i
<br />/MpD /CI SEpl1A1q,R We ■DOD
<br />FRwE BRRB•HG r Aqp aePs C _ a a
<br />IMIIR.IfOIn lVaDf AID IIISIIIN e,.•R. P.J a a
<br />ADD[ OERHrC[ AR sISICsm W 71st •eetAWAO
<br />StIHdMt NCR ca Lai 11VN NOHWR aw 6i A6.t a•rt w BJ a s 1/1
<br />N7wWE fmlHCa A,rJHOR wAOD M
<br />IRl7MLYSD wrap MOWN ON SCEOSE AM o � aimR
<br />M M FOUOrei ,IIC10R9. FOR ltst-
<br />p+EiSDN m d IN,I1wNc Ilmllfm
<br />e,raD otlDwRm HRLHS F4LTof NNL Im-
<br />s[ Has 7Nw MIeWM f1lOsw Isr00fD r tm ,m
<br />FM NCH won THE CN WSt fCEDU[
<br />at -
<br />O610ML S� 1N1� E�2 IYsa Si[■Y PIBEI 1L'Y41B31
<br />1. E-2 IM1NC S10RY PANEL gHOwll ON THIS PRODUCT EtMlINT10N DOGNEM (P.EDJ HAS BEEN VERIFIED FOR COMPLMNCE W &1) 11fHNAR1 OABEDIIEtNf OF TAPCON ANCHORS AND PANElW7E FEMALE D ! PANELWIE PLUS INTO CONCRETE
<br />ACCORDYRI B711H 711E 2020 (71i EDRION) OF THE FLORIDA, BUILDING CODE BLOCK SHIAl1 8E , //a'.
<br />DESIGN BWe LOAN SHALL ■ DE7E11MMED AS PER lEt11011 t62D OF THE ABOVE IIIENTIDIIED CODE. L2) IISSMRM E7MlOAEErt OF t/•'• x 7/B' CAUL-N ANCHORS sllAu ■ B 7/B' INTO CONCRETE.
<br />FOR A ISBD SPEED AS REOLBED BT i,E JUR/SOICTCN ISIERE TIEBf BIIUITEIK wBi BE NSTMyEp MID NO EMIB[p1ENT RITE MIY FNISIH W7T3dL SMALL BE PERMTIED.
<br />FOR A DRfC1eNNR,' FACTOR KA-O.BS. VSRIO A9CE T-16 AND &W.l NOT ExCEED 7ME MAKBIUM (AS.D.) 1/1' 0-20 SS SDEYMLK BOLTS USED !HILL! BE LONG DIOIIfDR'SIWUID ANY FINISH WTEIBAL O06» TO
<br />DESIGN PRESSURE M11N66 NDK'w7ED dH SNEtTS 25 ! 2B. ENGAOf J/•' YITO ANCORS.
<br />W OLDER ro VERIFT 71E ABOVE COIertCN. ULTIMATE DESIGN WIND LORDS DETERMIfED PER ASIDE 7-1e
<br />SMALL BE iNS► RED{KIED ro A.S.D. OESI011 IHQ LaAD6 BY MULTIPLYING THEY 8Y D.s w ORDER ro B•3i IN CAGE THAT PREG,tsr STONE. OR PRErJwr CONCRETE PANELS BE PDIRID ON M 1xsTfe r1ALt.
<br />ro CpPARE THESE w/ MAX (A.AO) DESeII PRESSURE RATINGS ReKJOED dH BI,kETE 23 ! 26. ANCHORS EILALL ■ LONG EMIOUCFI ro REACH 11E LMM STRUCTURE BEIaHD sLIrAI PANELS. ANCFIORAGE
<br />STWl K A4 MENTIONED w 141) AND N B.2).
<br />W ORDER TO YE1HiY THAT COMPONENTS AND ANCIeR4 ON THIS PLO. AS TESTED WERE NOT OVER STRESSED, A J■ INCREASE
<br />N ALTO INSURE LOWABLE S7RE55 FOR ww LOADS WAS Np'L USED w DER AAAlY97S. FASTENlRS SPACWO ro w0g0 HAS BIFl7H
<br />DETEIBBMED N /IOCOIeAMICE IIRII N.O.S. 2015. (C) AMICHICNIS SHALL wsrMaFD Fouawc ALL a THE REOOM1plwTKRo AND sPEaFirwTtoHHs a THE MIpgR's
<br />s1o1BI PANEL'S AOEWY.'Y Fpt IMPACT AND FATIGUE RESISTANCE HAS BEEN ,IERIFtiD w A1;CORa4HCE ,wTtH 8[CtiDN IIt2e OF f 1 R MAIL B[ THE RESPOII,MIUfN OF THE CONTRACTOR ro xERIFY tFE SDLHpONEss OF THE 87RLC1URE INHERE SMRITIER
<br />TIRE ABOVE MDFTIONED CODE As PER FENESTRATION TEsrrc {ABOIATrxLY. Wc. REPORT ! 1032. As PltoroWLs rAf-tot.
<br />TAS-zoB Np TAs-203. �T�� A�� PROPER ANCHDRACf. THIS SHUTTER &ABLE olLLr BE ATFACED ro OONdi1E, BLOCK
<br />2. 1tfS SYSTEM HAS BEEN DESIGNED ro ■ INSTALLED ON THE oLlseE of TIE OPENWO ACCi55B+IG THE oPHDHWe FROM THE
<br />RKIOE w/o TIE 101[ OF A UDOOt OR LIFT THIS APPtxyItHCH 6 rMED MEN INSTALLATION B INTENDED ro BE PERFORMED 12. THE WSTiWAICN CONIIACtpt IS ro SEII/CALKK ALCONTACT L SNLRTER 0011POIIDNT EDGES wwcHH IENAIMH w CONTfRlw15
<br />FROM 1tE HNSIOE of STRUCTURE. YHIM THE tRIR.DHc ro PlEvvrt fRNO/RAW INTRUSION. CJANK AMID SEAL SHUTTER TRACKS ALL AROIaq FULITFORM SHALL COMPLY PRDVM BY JURISDICTION PERMIT 3 L
<br />1 S[RES 1000 NBTALU110N 6 APPLICABLE ro SINGLE AND DOUBLE WING SiYtE wWDatis WHEN NSTAt1E1110N E REQUIRED ro ■
<br />PE/tF'ORLIF-0 FROM THE B/SIOE or SiRLIC7LNIE 13. T� 110M� ww� 1�PM�rogtl1ME1G pYB My BULDEIC AIO zoNNIC
<br />.. sELnEs 2000 wISTALUTgN s APPLICABLE ro sBwLE AND DoustE IHLHw ae ,HortaowrAt suDENB Sr" wwooWs WHEN
<br />INSTALLATION B REQUIRED ro ■PERFORMED FROM THE HIISIDE � STtHUCTURE. 14. A11NAY WLNDOIIS AND DOORS. IFC. E - 2 HAND: 310RY PANEL SYSTEM- 6 PNBOR POIOBO.
<br />S. ALL Al1A1AR/ ExBB15RON8 ro at
<br />6063-T6 ALLOY +MD TEMPER. (IK�RFSS OTIRAN75E NOTED) tJ. (e) iN6 PRODUCT EW4M1gN OOCINENF {PLDJ PREPARED BF HISS ENWLER B OENEfiC NO DOES NDT vROVDE
<br />11FORYA71011 fOIF A fllE SPECIFIC PROJECT: It MERE 111E w1E OOMOIf10NS DEVAIE FROM 1FE P.ED.
<br />B. ALL ALLMSMI SHEET METAL USED AT CLOSURES SIIIY,L HAVE 3706-N14 ALLOY.
<br />(i) CONRACTOR ro ■ RtSPONSlLE FOR THE SEtEC71011. FtIRCHSE AND RHSTAl1A710N fHCLWWO IBE SAFETY of
<br />7. ALL Si[LL SHEET 1ETAL PANELS SSW! IIRIE SiRUCRxi1L DUALITY SILEL., ASTM A-B53 QHME JO MN., QILVAFREU STEEL TIRE PRODUCT DATED ON THIS PLC. PROVgkD HE/SHE 0065 NOT OEVAIE FROM THE COIIOI110N5 DETARED ON
<br />OESIpA/10N W/F7- SLB W (ARF1E1t 110LLID). THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS 7/E CONTRACTOR'S ■SPCI6IBE/iY.
<br />B. ALL SCREWS ro BE SfANA2E44 STEEL Soo OR 316 AID SEISES OR CORROSION RESISTANT CM7ID CARBON STEEL AS PER ON (e) THIS PROOLHCT EYNilAl10N DOCUMENT wl1 ■ C1NBeEAED RILRLID : IIOOFIED.
<br />loofa w/ eD Hsi Yi1O STRENGTH AND ■INN h715R.[ SIRMDM k SHH41 COMPLY w/ FtOR10A BUILDING CODE SECTION 24,iJ.J.1.
<br />(A) SITE SPECIFIC PROJOCis SNAL1. BE PREIPAPED w A FLORIDA REGISTERED ENOHIEflI OR ARCCTECT B1SCH WALL
<br />B. BOLTS TO BE ASNI A-307 OAUN2QED STEEL, OR A19 !Oa BELIES STAINLESS STEEL. WTiH x Hui IwRMw YIELD STRENGTH. BEWME TIE EMIpFEER OF RECORD (E.O.R.) raR THE PROJECT AND WHO WILL K I.fPONSIBtJ: i01t THE PROP"
<br />IISE OF 1FIE P.E.D. EMp11EFR OF MEW"
<br />AS
<br />A OELE010ED ENQEFR TO THE PLO. EMOYEER, 9HIIl1
<br />i 10. AtIC#eR5 TO 1wW,L STALL BE AS FOLLOW- &l11R ro T1e5 LATTER 71E SITE SPECIFIC DRArIFKiB FOR REYtEw.
<br />it W ,O EMTR,IL= ItOLese mNLRnr. (•) llsS P,E,D. SHALL 8FM ilE DATE AND DWpNAI SEAL AND SI9MTUIIE OF THE PIP1L EIIOiEDI OF
<br />1/4'0 TAN•CON ANCMgRB AS MANUFACTURED r LT.w. BIALDOI. INC. (Awl 1'r3f92 RECORD THAT PREPARED R.
<br />- 1/1' • % 7/6' CALK-W ANCHORS. AS MANUFACTURED BY OMIT INC. (INN. re-3000 p,e.4) IS. $TCBI PANEL YAMFACTUpERS LABEL SHALL BE LOCATED pl A gEAOLY VISIBLE WC01p1 AT SIOMI PAFIEL N
<br />- /1/-10 f,YEIINIE FEMALE e ! PANEllA7E PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSRItICTeN PI100tICT5. ACCORDANCE wRll �CfION 170B.B.3 OF FLORIDA BUILDING CODE. ONE LABEL SWILOfth L BE PTACED FOR EVERY OPETDHO.
<br />(re-3JS0 p.W.) IABELINO ro COMPLY rRIM SECit0F1 170943 OF t1E FLORIDA BINLOING CODE
<br />wt) MfBiKNM ETABEDIENT OF TAPCON ANCHORS wro POURED CONCRETE BIINL ■ 1 3/4' AND 2' FOR PANELNLAIF
<br />FEMME D ! ►ANEIYRRE RA15.
<br />A2) MIfYAW EIIBEDMENf OF 1/AY x 7/r GWt-N ANCHORS lIkLLL BE 5 7/B• INTO CONCRETE. NO EleEOMEM sR0
<br />ANY ff1&I WT[NUAI SMALL BE PEIM1f1E0.
<br />1/4' F20 SS SeEW4,LX MOLTS USED SfIN1 BE LONG E110VCX(SMgVID ANY PfYSN MNTEIBAI EXIST) ro ENGAGE 3/4'
<br />tNW ANCHORS, r�lA
<br />wJ) N CASE THAT PREC,IST STOLE PRECAST CONCRETE PANELS, OR WATERS BE FOIa1D ON THE E7a7W0 f1Y1 ORA.
<br />•• T
<br />F1.00IH, ANC10,6 SIYlI. BE LONG EMOUfAi ro REACH 111E MATH STRUCTURE BEtR1A SUCH PRNFLS. ANCHORAGE SHALL
<br />■ AS MENTWm W A1) AND W A,i).
<br />(B) ro w,rn mMrxETe Bloc•. No.44i87
<br />- 1/4• D TAP0011 ANCI101T5 AS WPB6ACRMED BY I.T.W. BtIB.DEIL. INC. .
<br />FLORIDA OWLDINO COOS Y MlurAwnf
<br />- ,/r ♦ x 7/B' cALx-w ANC110R5. AS MR/LIFACRIREO BY OEWALT INC. (rm-IS00 P.•.I.) p�••,. Jtz � .mNs,aneC. rx¢ Zd OABE OALYANO',ED STEEL STOIBN PAIIEL r
<br />- /Ih10 MIELAAtE FEMALE D AND PNELEATE FLUB ANCHORS. AS IMAIAIFAC'lilR[D BY 11.00 WRSTRIICTgN osA,
<br />PRooucls (rm.sw, P.aL)INSTALLABON ' D LS FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />JRIAIIOI
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<br />® PtlYlElfl 1P • IASt PANEL t0 SE DR„PMROLLE�GpEApT �E�YNI
<br />• PWN6��A MK NFII�OV■IOED ,1H Lal � R M CON
<br />E-Z HANG STORY PAN�j_ SYSTEM , M0F E-Z HANG STORM PANEL_ SYSTEM ReDE d BTwcTAlc
<br />.EWE, foxE lvar. . ,
<br />It-/4* V. w �1/r r.. aAP w yr Hr.. GAP
<br />SECTION 1-A SECTION R-B H�rLaRm'i'"wiwws)1°rAiOM
<br />lClf ]/31' - ,• NNE >1V3S• - ,•
<br />(1} IIEFWfI,OY er sF1WFs ,Duo- E - z IIMIO STORM PANG SYSTEM CONSISTINTRACKS AT BOTTOM G Of PANEL .
<br />bQBi. fBrW. N TOPS PUJB OR i8• LONG
<br />(t} Ok7M10r OF 9EIWEW 200E E - 2 WAG STORM -PMEL S,SiEM CONSISTING Of PANEL + (��T
<br />cee1. iRACILS TOP . BDTTpL (2). 00 PANELS SMALL REBUTS ■ COIf1EC1EyD
<br />ro Su WALL BY YEANB a
<br />(2)'�� eE P�RoaDE�o � T�E ca�,nE�cTm�eAOTroII TwEac OTHERWISE A stop B+R � 'm�`�To �wt'iti-2a�3 s� �/�Rs� �PMtns
<br />(�. w END ARE TQ BD110M 7RACt, CgDECFDN SWILL COMM � DEBDPoBED ON � (a)
<br />1 rFZ1' MLS W 7 CAJ/32' w/q NUF OR 1/1'�4' AWn, TfRAI■�M
<br />80170Y 710N OF FA4]FNCRS Y AT EIDIOt Oi 1w0 (3). FOR ON LASES WHEN ENO PANELS AK IISE JONIILY W/ t6' LAND TWt.® AT
<br />FXIflICR FIAT M1110f5 OF END PANELBUT EID PANELS ARE MOT COfNECiED TAT RE CASL O BOTTOM TICK ■STOP Ba
<br />(4). W CASE THAT ENp ►A)NE{� ARE IIOT OOIIIECIED ro BOTTOM 1RACx (4• A SHOP BAR &HALL BE PIIDYtO® AT TOP OF SUCH PAt4LS. TES,
<br />INlwO SPECS ANAICAR9 ON N�D'F (3) ABOVE N SUCH COIMSOTICH�OFIT mPwEi
<br />� (•) Y�OIIM■EO�E� AST BOTTOM
<br />AACLWD BO Tlblpf WALL
<br />ro Bo1roM 1RACI MAY OCCUR AT ANY PANEL LOCATION. Wf TWO PNEIANiES f04OBNq ■AO/G SHOWN ON ELE,NTIOIi AND
<br />(6). SEE SECTION t', 3' 3 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. �Ii�P� e^. E0� DIBFMICE. MR NR4�BREPoCF PANEL USED Y IE! � Ix7E5
<br />/, NOT NEED ro EE coHLEGrtD TO w ANr HIEIfHs. lRAlat 9IWL CdTMIiD
<br />cER �:: T�`�/T. �' O�YDRAP3REOINW [N LEFF: RIOMF 9DE Oi PNIEi� WIYF
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<br />StIHdMt NCR ca Lai 11VN NOHWR aw 6i A6.t a•rt w BJ a s 1/1
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<br />ACCORDYRI B711H 711E 2020 (71i EDRION) OF THE FLORIDA, BUILDING CODE BLOCK SHIAl1 8E , //a'.
<br />DESIGN BWe LOAN SHALL ■ DE7E11MMED AS PER lEt11011 t62D OF THE ABOVE IIIENTIDIIED CODE. L2) IISSMRM E7MlOAEErt OF t/•'• x 7/B' CAUL-N ANCHORS sllAu ■ B 7/B' INTO CONCRETE.
<br />FOR A ISBD SPEED AS REOLBED BT i,E JUR/SOICTCN ISIERE TIEBf BIIUITEIK wBi BE NSTMyEp MID NO EMIB[p1ENT RITE MIY FNISIH W7T3dL SMALL BE PERMTIED.
<br />FOR A DRfC1eNNR,' FACTOR KA-O.BS. VSRIO A9CE T-16 AND &W.l NOT ExCEED 7ME MAKBIUM (AS.D.) 1/1' 0-20 SS SDEYMLK BOLTS USED !HILL! BE LONG DIOIIfDR'SIWUID ANY FINISH WTEIBAL O06» TO
<br />DESIGN PRESSURE M11N66 NDK'w7ED dH SNEtTS 25 ! 2B. ENGAOf J/•' YITO ANCORS.
<br />W OLDER ro VERIFT 71E ABOVE COIertCN. ULTIMATE DESIGN WIND LORDS DETERMIfED PER ASIDE 7-1e
<br />SMALL BE iNS► RED{KIED ro A.S.D. OESI011 IHQ LaAD6 BY MULTIPLYING THEY 8Y D.s w ORDER ro B•3i IN CAGE THAT PREG,tsr STONE. OR PRErJwr CONCRETE PANELS BE PDIRID ON M 1xsTfe r1ALt.
<br />ro CpPARE THESE w/ MAX (A.AO) DESeII PRESSURE RATINGS ReKJOED dH BI,kETE 23 ! 26. ANCHORS EILALL ■ LONG EMIOUCFI ro REACH 11E LMM STRUCTURE BEIaHD sLIrAI PANELS. ANCFIORAGE
<br />STWl K A4 MENTIONED w 141) AND N B.2).
<br />W ORDER TO YE1HiY THAT COMPONENTS AND ANCIeR4 ON THIS PLO. AS TESTED WERE NOT OVER STRESSED, A J■ INCREASE
<br />N ALTO INSURE LOWABLE S7RE55 FOR ww LOADS WAS Np'L USED w DER AAAlY97S. FASTENlRS SPACWO ro w0g0 HAS BIFl7H
<br />DETEIBBMED N /IOCOIeAMICE IIRII N.O.S. 2015. (C) AMICHICNIS SHALL wsrMaFD Fouawc ALL a THE REOOM1plwTKRo AND sPEaFirwTtoHHs a THE MIpgR's
<br />s1o1BI PANEL'S AOEWY.'Y Fpt IMPACT AND FATIGUE RESISTANCE HAS BEEN ,IERIFtiD w A1;CORa4HCE ,wTtH 8[CtiDN IIt2e OF f 1 R MAIL B[ THE RESPOII,MIUfN OF THE CONTRACTOR ro xERIFY tFE SDLHpONEss OF THE 87RLC1URE INHERE SMRITIER
<br />TIRE ABOVE MDFTIONED CODE As PER FENESTRATION TEsrrc {ABOIATrxLY. Wc. REPORT ! 1032. As PltoroWLs rAf-tot.
<br />TAS-zoB Np TAs-203. �T�� A�� PROPER ANCHDRACf. THIS SHUTTER &ABLE olLLr BE ATFACED ro OONdi1E, BLOCK
<br />2. 1tfS SYSTEM HAS BEEN DESIGNED ro ■ INSTALLED ON THE oLlseE of TIE OPENWO ACCi55B+IG THE oPHDHWe FROM THE
<br />RKIOE w/o TIE 101[ OF A UDOOt OR LIFT THIS APPtxyItHCH 6 rMED MEN INSTALLATION B INTENDED ro BE PERFORMED 12. THE WSTiWAICN CONIIACtpt IS ro SEII/CALKK ALCONTACT L SNLRTER 0011POIIDNT EDGES wwcHH IENAIMH w CONTfRlw15
<br />FROM 1tE HNSIOE of STRUCTURE. YHIM THE tRIR.DHc ro PlEvvrt fRNO/RAW INTRUSION. CJANK AMID SEAL SHUTTER TRACKS ALL AROIaq FULITFORM SHALL COMPLY PRDVM BY JURISDICTION PERMIT 3 L
<br />1 S[RES 1000 NBTALU110N 6 APPLICABLE ro SINGLE AND DOUBLE WING SiYtE wWDatis WHEN NSTAt1E1110N E REQUIRED ro ■
<br />PE/tF'ORLIF-0 FROM THE B/SIOE or SiRLIC7LNIE 13. T� 110M� ww� 1�PM�rogtl1ME1G pYB My BULDEIC AIO zoNNIC
<br />.. sELnEs 2000 wISTALUTgN s APPLICABLE ro sBwLE AND DoustE IHLHw ae ,HortaowrAt suDENB Sr" wwooWs WHEN
<br />INSTALLATION B REQUIRED ro ■PERFORMED FROM THE HIISIDE � STtHUCTURE. 14. A11NAY WLNDOIIS AND DOORS. IFC. E - 2 HAND: 310RY PANEL SYSTEM- 6 PNBOR POIOBO.
<br />S. ALL Al1A1AR/ ExBB15RON8 ro at
<br />6063-T6 ALLOY +MD TEMPER. (IK�RFSS OTIRAN75E NOTED) tJ. (e) iN6 PRODUCT EW4M1gN OOCINENF {PLDJ PREPARED BF HISS ENWLER B OENEfiC NO DOES NDT vROVDE
<br />11FORYA71011 fOIF A fllE SPECIFIC PROJECT: It MERE 111E w1E OOMOIf10NS DEVAIE FROM 1FE P.ED.
<br />B. ALL ALLMSMI SHEET METAL USED AT CLOSURES SIIIY,L HAVE 3706-N14 ALLOY.
<br />(i) CONRACTOR ro ■ RtSPONSlLE FOR THE SEtEC71011. FtIRCHSE AND RHSTAl1A710N fHCLWWO IBE SAFETY of
<br />7. ALL Si[LL SHEET 1ETAL PANELS SSW! IIRIE SiRUCRxi1L DUALITY SILEL., ASTM A-B53 QHME JO MN., QILVAFREU STEEL TIRE PRODUCT DATED ON THIS PLC. PROVgkD HE/SHE 0065 NOT OEVAIE FROM THE COIIOI110N5 DETARED ON
<br />OESIpA/10N W/F7- SLB W (ARF1E1t 110LLID). THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS 7/E CONTRACTOR'S ■SPCI6IBE/iY.
<br />B. ALL SCREWS ro BE SfANA2E44 STEEL Soo OR 316 AID SEISES OR CORROSION RESISTANT CM7ID CARBON STEEL AS PER ON (e) THIS PROOLHCT EYNilAl10N DOCUMENT wl1 ■ C1NBeEAED RILRLID : IIOOFIED.
<br />loofa w/ eD Hsi Yi1O STRENGTH AND ■INN h715R.[ SIRMDM k SHH41 COMPLY w/ FtOR10A BUILDING CODE SECTION 24,iJ.J.1.
<br />(A) SITE SPECIFIC PROJOCis SNAL1. BE PREIPAPED w A FLORIDA REGISTERED ENOHIEflI OR ARCCTECT B1SCH WALL
<br />B. BOLTS TO BE ASNI A-307 OAUN2QED STEEL, OR A19 !Oa BELIES STAINLESS STEEL. WTiH x Hui IwRMw YIELD STRENGTH. BEWME TIE EMIpFEER OF RECORD (E.O.R.) raR THE PROJECT AND WHO WILL K I.fPONSIBtJ: i01t THE PROP"
<br />IISE OF 1FIE P.E.D. EMp11EFR OF MEW"
<br />AS
<br />A OELE010ED ENQEFR TO THE PLO. EMOYEER, 9HIIl1
<br />i 10. AtIC#eR5 TO 1wW,L STALL BE AS FOLLOW- &l11R ro T1e5 LATTER 71E SITE SPECIFIC DRArIFKiB FOR REYtEw.
<br />it W ,O EMTR,IL= ItOLese mNLRnr. (•) llsS P,E,D. SHALL 8FM ilE DATE AND DWpNAI SEAL AND SI9MTUIIE OF THE PIP1L EIIOiEDI OF
<br />1/4'0 TAN•CON ANCMgRB AS MANUFACTURED r LT.w. BIALDOI. INC. (Awl 1'r3f92 RECORD THAT PREPARED R.
<br />- 1/1' • % 7/6' CALK-W ANCHORS. AS MANUFACTURED BY OMIT INC. (INN. re-3000 p,e.4) IS. $TCBI PANEL YAMFACTUpERS LABEL SHALL BE LOCATED pl A gEAOLY VISIBLE WC01p1 AT SIOMI PAFIEL N
<br />- /1/-10 f,YEIINIE FEMALE e ! PANEllA7E PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSRItICTeN PI100tICT5. ACCORDANCE wRll �CfION 170B.B.3 OF FLORIDA BUILDING CODE. ONE LABEL SWILOfth L BE PTACED FOR EVERY OPETDHO.
<br />(re-3JS0 p.W.) IABELINO ro COMPLY rRIM SECit0F1 170943 OF t1E FLORIDA BINLOING CODE
<br />wt) MfBiKNM ETABEDIENT OF TAPCON ANCHORS wro POURED CONCRETE BIINL ■ 1 3/4' AND 2' FOR PANELNLAIF
<br />FEMME D ! ►ANEIYRRE RA15.
<br />A2) MIfYAW EIIBEDMENf OF 1/AY x 7/r GWt-N ANCHORS lIkLLL BE 5 7/B• INTO CONCRETE. NO EleEOMEM sR0
<br />ANY ff1&I WT[NUAI SMALL BE PEIM1f1E0.
<br />1/4' F20 SS SeEW4,LX MOLTS USED SfIN1 BE LONG E110VCX(SMgVID ANY PfYSN MNTEIBAI EXIST) ro ENGAGE 3/4'
<br />tNW ANCHORS, r�lA
<br />wJ) N CASE THAT PREC,IST STOLE PRECAST CONCRETE PANELS, OR WATERS BE FOIa1D ON THE E7a7W0 f1Y1 ORA.
<br />•• T
<br />F1.00IH, ANC10,6 SIYlI. BE LONG EMOUfAi ro REACH 111E MATH STRUCTURE BEtR1A SUCH PRNFLS. ANCHORAGE SHALL
<br />■ AS MENTWm W A1) AND W A,i).
<br />(B) ro w,rn mMrxETe Bloc•. No.44i87
<br />- 1/4• D TAP0011 ANCI101T5 AS WPB6ACRMED BY I.T.W. BtIB.DEIL. INC. .
<br />FLORIDA OWLDINO COOS Y MlurAwnf
<br />- ,/r ♦ x 7/B' cALx-w ANC110R5. AS MR/LIFACRIREO BY OEWALT INC. (rm-IS00 P.•.I.) p�••,. Jtz � .mNs,aneC. rx¢ Zd OABE OALYANO',ED STEEL STOIBN PAIIEL r
<br />- /Ih10 MIELAAtE FEMALE D AND PNELEATE FLUB ANCHORS. AS IMAIAIFAC'lilR[D BY 11.00 WRSTRIICTgN osA,
<br />PRooucls (rm.sw, P.aL)INSTALLABON ' D LS FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />JRIAIIOI
<br />m iR1Att.
<br />PANEL j iNTO POURED CONCRETE OR CONCRETE BLOCK
<br />�HAtRamf
<br />/�, •RA NwP WD L�':o�d � MINIMUM
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<br />*: Hoes Wpl00. rK:
<br />20 OAOE QALYMQEO STEEL STOON PANEL F�'
<br />ir.
<br />�� ORAL I�E O I PROTE� I�ONN PRODUCi'3'
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<br />PR ti pR •n.,Nr . HNwlllR ,le
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<br />IMIIR.IfOIn lVaDf AID IIISIIIN e,.•R. P.J a a
<br />ADD[ OERHrC[ AR sISICsm W 71st •eetAWAO
<br />StIHdMt NCR ca Lai 11VN NOHWR aw 6i A6.t a•rt w BJ a s 1/1
<br />N7wWE fmlHCa A,rJHOR wAOD M
<br />IRl7MLYSD wrap MOWN ON SCEOSE AM o � aimR
<br />M M FOUOrei ,IIC10R9. FOR ltst-
<br />p+EiSDN m d IN,I1wNc Ilmllfm
<br />e,raD otlDwRm HRLHS F4LTof NNL Im-
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<br />at -
<br />O610ML S� 1N1� E�2 IYsa Si[■Y PIBEI 1L'Y41B31
<br />1. E-2 IM1NC S10RY PANEL gHOwll ON THIS PRODUCT EtMlINT10N DOGNEM (P.EDJ HAS BEEN VERIFIED FOR COMPLMNCE W &1) 11fHNAR1 OABEDIIEtNf OF TAPCON ANCHORS AND PANElW7E FEMALE D ! PANELWIE PLUS INTO CONCRETE
<br />ACCORDYRI B711H 711E 2020 (71i EDRION) OF THE FLORIDA, BUILDING CODE BLOCK SHIAl1 8E , //a'.
<br />DESIGN BWe LOAN SHALL ■ DE7E11MMED AS PER lEt11011 t62D OF THE ABOVE IIIENTIDIIED CODE. L2) IISSMRM E7MlOAEErt OF t/•'• x 7/B' CAUL-N ANCHORS sllAu ■ B 7/B' INTO CONCRETE.
<br />FOR A ISBD SPEED AS REOLBED BT i,E JUR/SOICTCN ISIERE TIEBf BIIUITEIK wBi BE NSTMyEp MID NO EMIB[p1ENT RITE MIY FNISIH W7T3dL SMALL BE PERMTIED.
<br />FOR A DRfC1eNNR,' FACTOR KA-O.BS. VSRIO A9CE T-16 AND &W.l NOT ExCEED 7ME MAKBIUM (AS.D.) 1/1' 0-20 SS SDEYMLK BOLTS USED !HILL! BE LONG DIOIIfDR'SIWUID ANY FINISH WTEIBAL O06» TO
<br />DESIGN PRESSURE M11N66 NDK'w7ED dH SNEtTS 25 ! 2B. ENGAOf J/•' YITO ANCORS.
<br />W OLDER ro VERIFT 71E ABOVE COIertCN. ULTIMATE DESIGN WIND LORDS DETERMIfED PER ASIDE 7-1e
<br />SMALL BE iNS► RED{KIED ro A.S.D. OESI011 IHQ LaAD6 BY MULTIPLYING THEY 8Y D.s w ORDER ro B•3i IN CAGE THAT PREG,tsr STONE. OR PRErJwr CONCRETE PANELS BE PDIRID ON M 1xsTfe r1ALt.
<br />ro CpPARE THESE w/ MAX (A.AO) DESeII PRESSURE RATINGS ReKJOED dH BI,kETE 23 ! 26. ANCHORS EILALL ■ LONG EMIOUCFI ro REACH 11E LMM STRUCTURE BEIaHD sLIrAI PANELS. ANCFIORAGE
<br />STWl K A4 MENTIONED w 141) AND N B.2).
<br />W ORDER TO YE1HiY THAT COMPONENTS AND ANCIeR4 ON THIS PLO. AS TESTED WERE NOT OVER STRESSED, A J■ INCREASE
<br />N ALTO INSURE LOWABLE S7RE55 FOR ww LOADS WAS Np'L USED w DER AAAlY97S. FASTENlRS SPACWO ro w0g0 HAS BIFl7H
<br />DETEIBBMED N /IOCOIeAMICE IIRII N.O.S. 2015. (C) AMICHICNIS SHALL wsrMaFD Fouawc ALL a THE REOOM1plwTKRo AND sPEaFirwTtoHHs a THE MIpgR's
<br />s1o1BI PANEL'S AOEWY.'Y Fpt IMPACT AND FATIGUE RESISTANCE HAS BEEN ,IERIFtiD w A1;CORa4HCE ,wTtH 8[CtiDN IIt2e OF f 1 R MAIL B[ THE RESPOII,MIUfN OF THE CONTRACTOR ro xERIFY tFE SDLHpONEss OF THE 87RLC1URE INHERE SMRITIER
<br />TIRE ABOVE MDFTIONED CODE As PER FENESTRATION TEsrrc {ABOIATrxLY. Wc. REPORT ! 1032. As PltoroWLs rAf-tot.
<br />TAS-zoB Np TAs-203. �T�� A�� PROPER ANCHDRACf. THIS SHUTTER &ABLE olLLr BE ATFACED ro OONdi1E, BLOCK
<br />2. 1tfS SYSTEM HAS BEEN DESIGNED ro ■ INSTALLED ON THE oLlseE of TIE OPENWO ACCi55B+IG THE oPHDHWe FROM THE
<br />RKIOE w/o TIE 101[ OF A UDOOt OR LIFT THIS APPtxyItHCH 6 rMED MEN INSTALLATION B INTENDED ro BE PERFORMED 12. THE WSTiWAICN CONIIACtpt IS ro SEII/CALKK ALCONTACT L SNLRTER 0011POIIDNT EDGES wwcHH IENAIMH w CONTfRlw15
<br />FROM 1tE HNSIOE of STRUCTURE. YHIM THE tRIR.DHc ro PlEvvrt fRNO/RAW INTRUSION. CJANK AMID SEAL SHUTTER TRACKS ALL AROIaq FULITFORM SHALL COMPLY PRDVM BY JURISDICTION PERMIT 3 L
<br />1 S[RES 1000 NBTALU110N 6 APPLICABLE ro SINGLE AND DOUBLE WING SiYtE wWDatis WHEN NSTAt1E1110N E REQUIRED ro ■
<br />PE/tF'ORLIF-0 FROM THE B/SIOE or SiRLIC7LNIE 13. T� 110M� ww� 1�PM�rogtl1ME1G pYB My BULDEIC AIO zoNNIC
<br />.. sELnEs 2000 wISTALUTgN s APPLICABLE ro sBwLE AND DoustE IHLHw ae ,HortaowrAt suDENB Sr" wwooWs WHEN
<br />INSTALLATION B REQUIRED ro ■PERFORMED FROM THE HIISIDE � STtHUCTURE. 14. A11NAY WLNDOIIS AND DOORS. IFC. E - 2 HAND: 310RY PANEL SYSTEM- 6 PNBOR POIOBO.
<br />S. ALL Al1A1AR/ ExBB15RON8 ro at
<br />6063-T6 ALLOY +MD TEMPER. (IK�RFSS OTIRAN75E NOTED) tJ. (e) iN6 PRODUCT EW4M1gN OOCINENF {PLDJ PREPARED BF HISS ENWLER B OENEfiC NO DOES NDT vROVDE
<br />11FORYA71011 fOIF A fllE SPECIFIC PROJECT: It MERE 111E w1E OOMOIf10NS DEVAIE FROM 1FE P.ED.
<br />B. ALL ALLMSMI SHEET METAL USED AT CLOSURES SIIIY,L HAVE 3706-N14 ALLOY.
<br />(i) CONRACTOR ro ■ RtSPONSlLE FOR THE SEtEC71011. FtIRCHSE AND RHSTAl1A710N fHCLWWO IBE SAFETY of
<br />7. ALL Si[LL SHEET 1ETAL PANELS SSW! IIRIE SiRUCRxi1L DUALITY SILEL., ASTM A-B53 QHME JO MN., QILVAFREU STEEL TIRE PRODUCT DATED ON THIS PLC. PROVgkD HE/SHE 0065 NOT OEVAIE FROM THE COIIOI110N5 DETARED ON
<br />OESIpA/10N W/F7- SLB W (ARF1E1t 110LLID). THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS 7/E CONTRACTOR'S ■SPCI6IBE/iY.
<br />B. ALL SCREWS ro BE SfANA2E44 STEEL Soo OR 316 AID SEISES OR CORROSION RESISTANT CM7ID CARBON STEEL AS PER ON (e) THIS PROOLHCT EYNilAl10N DOCUMENT wl1 ■ C1NBeEAED RILRLID : IIOOFIED.
<br />loofa w/ eD Hsi Yi1O STRENGTH AND ■INN h715R.[ SIRMDM k SHH41 COMPLY w/ FtOR10A BUILDING CODE SECTION 24,iJ.J.1.
<br />(A) SITE SPECIFIC PROJOCis SNAL1. BE PREIPAPED w A FLORIDA REGISTERED ENOHIEflI OR ARCCTECT B1SCH WALL
<br />B. BOLTS TO BE ASNI A-307 OAUN2QED STEEL, OR A19 !Oa BELIES STAINLESS STEEL. WTiH x Hui IwRMw YIELD STRENGTH. BEWME TIE EMIpFEER OF RECORD (E.O.R.) raR THE PROJECT AND WHO WILL K I.fPONSIBtJ: i01t THE PROP"
<br />IISE OF 1FIE P.E.D. EMp11EFR OF MEW"
<br />AS
<br />A OELE010ED ENQEFR TO THE PLO. EMOYEER, 9HIIl1
<br />i 10. AtIC#eR5 TO 1wW,L STALL BE AS FOLLOW- &l11R ro T1e5 LATTER 71E SITE SPECIFIC DRArIFKiB FOR REYtEw.
<br />it W ,O EMTR,IL= ItOLese mNLRnr. (•) llsS P,E,D. SHALL 8FM ilE DATE AND DWpNAI SEAL AND SI9MTUIIE OF THE PIP1L EIIOiEDI OF
<br />1/4'0 TAN•CON ANCMgRB AS MANUFACTURED r LT.w. BIALDOI. INC. (Awl 1'r3f92 RECORD THAT PREPARED R.
<br />- 1/1' • % 7/6' CALK-W ANCHORS. AS MANUFACTURED BY OMIT INC. (INN. re-3000 p,e.4) IS. $TCBI PANEL YAMFACTUpERS LABEL SHALL BE LOCATED pl A gEAOLY VISIBLE WC01p1 AT SIOMI PAFIEL N
<br />- /1/-10 f,YEIINIE FEMALE e ! PANEllA7E PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSRItICTeN PI100tICT5. ACCORDANCE wRll �CfION 170B.B.3 OF FLORIDA BUILDING CODE. ONE LABEL SWILOfth L BE PTACED FOR EVERY OPETDHO.
<br />(re-3JS0 p.W.) IABELINO ro COMPLY rRIM SECit0F1 170943 OF t1E FLORIDA BINLOING CODE
<br />wt) MfBiKNM ETABEDIENT OF TAPCON ANCHORS wro POURED CONCRETE BIINL ■ 1 3/4' AND 2' FOR PANELNLAIF
<br />FEMME D ! ►ANEIYRRE RA15.
<br />A2) MIfYAW EIIBEDMENf OF 1/AY x 7/r GWt-N ANCHORS lIkLLL BE 5 7/B• INTO CONCRETE. NO EleEOMEM sR0
<br />ANY ff1&I WT[NUAI SMALL BE PEIM1f1E0.
<br />1/4' F20 SS SeEW4,LX MOLTS USED SfIN1 BE LONG E110VCX(SMgVID ANY PfYSN MNTEIBAI EXIST) ro ENGAGE 3/4'
<br />tNW ANCHORS, r�lA
<br />wJ) N CASE THAT PREC,IST STOLE PRECAST CONCRETE PANELS, OR WATERS BE FOIa1D ON THE E7a7W0 f1Y1 ORA.
<br />•• T
<br />F1.00IH, ANC10,6 SIYlI. BE LONG EMOUfAi ro REACH 111E MATH STRUCTURE BEtR1A SUCH PRNFLS. ANCHORAGE SHALL
<br />■ AS MENTWm W A1) AND W A,i).
<br />(B) ro w,rn mMrxETe Bloc•. No.44i87
<br />- 1/4• D TAP0011 ANCI101T5 AS WPB6ACRMED BY I.T.W. BtIB.DEIL. INC. .
<br />FLORIDA OWLDINO COOS Y MlurAwnf
<br />- ,/r ♦ x 7/B' cALx-w ANC110R5. AS MR/LIFACRIREO BY OEWALT INC. (rm-IS00 P.•.I.) p�••,. Jtz � .mNs,aneC. rx¢ Zd OABE OALYANO',ED STEEL STOIBN PAIIEL r
<br />- /Ih10 MIELAAtE FEMALE D AND PNELEATE FLUB ANCHORS. AS IMAIAIFAC'lilR[D BY 11.00 WRSTRIICTgN osA,
<br />PRooucls (rm.sw, P.aL)INSTALLABON ' D LS FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />JRIAIIOI
<br />m iR1Att.
<br />PANEL j iNTO POURED CONCRETE OR CONCRETE BLOCK
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<br />1. E-2 IM1NC S10RY PANEL gHOwll ON THIS PRODUCT EtMlINT10N DOGNEM (P.EDJ HAS BEEN VERIFIED FOR COMPLMNCE W &1) 11fHNAR1 OABEDIIEtNf OF TAPCON ANCHORS AND PANElW7E FEMALE D ! PANELWIE PLUS INTO CONCRETE
<br />ACCORDYRI B711H 711E 2020 (71i EDRION) OF THE FLORIDA, BUILDING CODE BLOCK SHIAl1 8E , //a'.
<br />DESIGN BWe LOAN SHALL ■ DE7E11MMED AS PER lEt11011 t62D OF THE ABOVE IIIENTIDIIED CODE. L2) IISSMRM E7MlOAEErt OF t/•'• x 7/B' CAUL-N ANCHORS sllAu ■ B 7/B' INTO CONCRETE.
<br />FOR A ISBD SPEED AS REOLBED BT i,E JUR/SOICTCN ISIERE TIEBf BIIUITEIK wBi BE NSTMyEp MID NO EMIB[p1ENT RITE MIY FNISIH W7T3dL SMALL BE PERMTIED.
<br />FOR A DRfC1eNNR,' FACTOR KA-O.BS. VSRIO A9CE T-16 AND &W.l NOT ExCEED 7ME MAKBIUM (AS.D.) 1/1' 0-20 SS SDEYMLK BOLTS USED !HILL! BE LONG DIOIIfDR'SIWUID ANY FINISH WTEIBAL O06» TO
<br />DESIGN PRESSURE M11N66 NDK'w7ED dH SNEtTS 25 ! 2B. ENGAOf J/•' YITO ANCORS.
<br />W OLDER ro VERIFT 71E ABOVE COIertCN. ULTIMATE DESIGN WIND LORDS DETERMIfED PER ASIDE 7-1e
<br />SMALL BE iNS► RED{KIED ro A.S.D. OESI011 IHQ LaAD6 BY MULTIPLYING THEY 8Y D.s w ORDER ro B•3i IN CAGE THAT PREG,tsr STONE. OR PRErJwr CONCRETE PANELS BE PDIRID ON M 1xsTfe r1ALt.
<br />ro CpPARE THESE w/ MAX (A.AO) DESeII PRESSURE RATINGS ReKJOED dH BI,kETE 23 ! 26. ANCHORS EILALL ■ LONG EMIOUCFI ro REACH 11E LMM STRUCTURE BEIaHD sLIrAI PANELS. ANCFIORAGE
<br />STWl K A4 MENTIONED w 141) AND N B.2).
<br />W ORDER TO YE1HiY THAT COMPONENTS AND ANCIeR4 ON THIS PLO. AS TESTED WERE NOT OVER STRESSED, A J■ INCREASE
<br />N ALTO INSURE LOWABLE S7RE55 FOR ww LOADS WAS Np'L USED w DER AAAlY97S. FASTENlRS SPACWO ro w0g0 HAS BIFl7H
<br />DETEIBBMED N /IOCOIeAMICE IIRII N.O.S. 2015. (C) AMICHICNIS SHALL wsrMaFD Fouawc ALL a THE REOOM1plwTKRo AND sPEaFirwTtoHHs a THE MIpgR's
<br />s1o1BI PANEL'S AOEWY.'Y Fpt IMPACT AND FATIGUE RESISTANCE HAS BEEN ,IERIFtiD w A1;CORa4HCE ,wTtH 8[CtiDN IIt2e OF f 1 R MAIL B[ THE RESPOII,MIUfN OF THE CONTRACTOR ro xERIFY tFE SDLHpONEss OF THE 87RLC1URE INHERE SMRITIER
<br />TIRE ABOVE MDFTIONED CODE As PER FENESTRATION TEsrrc {ABOIATrxLY. Wc. REPORT ! 1032. As PltoroWLs rAf-tot.
<br />TAS-zoB Np TAs-203. �T�� A�� PROPER ANCHDRACf. THIS SHUTTER &ABLE olLLr BE ATFACED ro OONdi1E, BLOCK
<br />2. 1tfS SYSTEM HAS BEEN DESIGNED ro ■ INSTALLED ON THE oLlseE of TIE OPENWO ACCi55B+IG THE oPHDHWe FROM THE
<br />RKIOE w/o TIE 101[ OF A UDOOt OR LIFT THIS APPtxyItHCH 6 rMED MEN INSTALLATION B INTENDED ro BE PERFORMED 12. THE WSTiWAICN CONIIACtpt IS ro SEII/CALKK ALCONTACT L SNLRTER 0011POIIDNT EDGES wwcHH IENAIMH w CONTfRlw15
<br />FROM 1tE HNSIOE of STRUCTURE. YHIM THE tRIR.DHc ro PlEvvrt fRNO/RAW INTRUSION. CJANK AMID SEAL SHUTTER TRACKS ALL AROIaq FULITFORM SHALL COMPLY PRDVM BY JURISDICTION PERMIT 3 L
<br />1 S[RES 1000 NBTALU110N 6 APPLICABLE ro SINGLE AND DOUBLE WING SiYtE wWDatis WHEN NSTAt1E1110N E REQUIRED ro ■
<br />PE/tF'ORLIF-0 FROM THE B/SIOE or SiRLIC7LNIE 13. T� 110M� ww� 1�PM�rogtl1ME1G pYB My BULDEIC AIO zoNNIC
<br />.. sELnEs 2000 wISTALUTgN s APPLICABLE ro sBwLE AND DoustE IHLHw ae ,HortaowrAt suDENB Sr" wwooWs WHEN
<br />INSTALLATION B REQUIRED ro ■PERFORMED FROM THE HIISIDE � STtHUCTURE. 14. A11NAY WLNDOIIS AND DOORS. IFC. E - 2 HAND: 310RY PANEL SYSTEM- 6 PNBOR POIOBO.
<br />S. ALL Al1A1AR/ ExBB15RON8 ro at
<br />6063-T6 ALLOY +MD TEMPER. (IK�RFSS OTIRAN75E NOTED) tJ. (e) iN6 PRODUCT EW4M1gN OOCINENF {PLDJ PREPARED BF HISS ENWLER B OENEfiC NO DOES NDT vROVDE
<br />11FORYA71011 fOIF A fllE SPECIFIC PROJECT: It MERE 111E w1E OOMOIf10NS DEVAIE FROM 1FE P.ED.
<br />B. ALL ALLMSMI SHEET METAL USED AT CLOSURES SIIIY,L HAVE 3706-N14 ALLOY.
<br />(i) CONRACTOR ro ■ RtSPONSlLE FOR THE SEtEC71011. FtIRCHSE AND RHSTAl1A710N fHCLWWO IBE SAFETY of
<br />7. ALL Si[LL SHEET 1ETAL PANELS SSW! IIRIE SiRUCRxi1L DUALITY SILEL., ASTM A-B53 QHME JO MN., QILVAFREU STEEL TIRE PRODUCT DATED ON THIS PLC. PROVgkD HE/SHE 0065 NOT OEVAIE FROM THE COIIOI110N5 DETARED ON
<br />OESIpA/10N W/F7- SLB W (ARF1E1t 110LLID). THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS 7/E CONTRACTOR'S ■SPCI6IBE/iY.
<br />B. ALL SCREWS ro BE SfANA2E44 STEEL Soo OR 316 AID SEISES OR CORROSION RESISTANT CM7ID CARBON STEEL AS PER ON (e) THIS PROOLHCT EYNilAl10N DOCUMENT wl1 ■ C1NBeEAED RILRLID : IIOOFIED.
<br />loofa w/ eD Hsi Yi1O STRENGTH AND ■INN h715R.[ SIRMDM k SHH41 COMPLY w/ FtOR10A BUILDING CODE SECTION 24,iJ.J.1.
<br />(A) SITE SPECIFIC PROJOCis SNAL1. BE PREIPAPED w A FLORIDA REGISTERED ENOHIEflI OR ARCCTECT B1SCH WALL
<br />B. BOLTS TO BE ASNI A-307 OAUN2QED STEEL, OR A19 !Oa BELIES STAINLESS STEEL. WTiH x Hui IwRMw YIELD STRENGTH. BEWME TIE EMIpFEER OF RECORD (E.O.R.) raR THE PROJECT AND WHO WILL K I.fPONSIBtJ: i01t THE PROP"
<br />IISE OF 1FIE P.E.D. EMp11EFR OF MEW"
<br />AS
<br />A OELE010ED ENQEFR TO THE PLO. EMOYEER, 9HIIl1
<br />i 10. AtIC#eR5 TO 1wW,L STALL BE AS FOLLOW- &l11R ro T1e5 LATTER 71E SITE SPECIFIC DRArIFKiB FOR REYtEw.
<br />it W ,O EMTR,IL= ItOLese mNLRnr. (•) llsS P,E,D. SHALL 8FM ilE DATE AND DWpNAI SEAL AND SI9MTUIIE OF THE PIP1L EIIOiEDI OF
<br />1/4'0 TAN•CON ANCMgRB AS MANUFACTURED r LT.w. BIALDOI. INC. (Awl 1'r3f92 RECORD THAT PREPARED R.
<br />- 1/1' • % 7/6' CALK-W ANCHORS. AS MANUFACTURED BY OMIT INC. (INN. re-3000 p,e.4) IS. $TCBI PANEL YAMFACTUpERS LABEL SHALL BE LOCATED pl A gEAOLY VISIBLE WC01p1 AT SIOMI PAFIEL N
<br />- /1/-10 f,YEIINIE FEMALE e ! PANEllA7E PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSRItICTeN PI100tICT5. ACCORDANCE wRll �CfION 170B.B.3 OF FLORIDA BUILDING CODE. ONE LABEL SWILOfth L BE PTACED FOR EVERY OPETDHO.
<br />(re-3JS0 p.W.) IABELINO ro COMPLY rRIM SECit0F1 170943 OF t1E FLORIDA BINLOING CODE
<br />wt) MfBiKNM ETABEDIENT OF TAPCON ANCHORS wro POURED CONCRETE BIINL ■ 1 3/4' AND 2' FOR PANELNLAIF
<br />FEMME D ! ►ANEIYRRE RA15.
<br />A2) MIfYAW EIIBEDMENf OF 1/AY x 7/r GWt-N ANCHORS lIkLLL BE 5 7/B• INTO CONCRETE. NO EleEOMEM sR0
<br />ANY ff1&I WT[NUAI SMALL BE PEIM1f1E0.
<br />1/4' F20 SS SeEW4,LX MOLTS USED SfIN1 BE LONG E110VCX(SMgVID ANY PfYSN MNTEIBAI EXIST) ro ENGAGE 3/4'
<br />tNW ANCHORS, r�lA
<br />wJ) N CASE THAT PREC,IST STOLE PRECAST CONCRETE PANELS, OR WATERS BE FOIa1D ON THE E7a7W0 f1Y1 ORA.
<br />•• T
<br />F1.00IH, ANC10,6 SIYlI. BE LONG EMOUfAi ro REACH 111E MATH STRUCTURE BEtR1A SUCH PRNFLS. ANCHORAGE SHALL
<br />■ AS MENTWm W A1) AND W A,i).
<br />(B) ro w,rn mMrxETe Bloc•. No.44i87
<br />- 1/4• D TAP0011 ANCI101T5 AS WPB6ACRMED BY I.T.W. BtIB.DEIL. INC. .
<br />FLORIDA OWLDINO COOS Y MlurAwnf
<br />- ,/r ♦ x 7/B' cALx-w ANC110R5. AS MR/LIFACRIREO BY OEWALT INC. (rm-IS00 P.•.I.) p�••,. Jtz � .mNs,aneC. rx¢ Zd OABE OALYANO',ED STEEL STOIBN PAIIEL r
<br />- /Ih10 MIELAAtE FEMALE D AND PNELEATE FLUB ANCHORS. AS IMAIAIFAC'lilR[D BY 11.00 WRSTRIICTgN osA,
<br />PRooucls (rm.sw, P.aL)INSTALLABON ' D LS FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />JRIAIIOI
<br />m iR1Att.
<br />PANEL j iNTO POURED CONCRETE OR CONCRETE BLOCK
<br />�HAtRamf
<br />/�, •RA NwP WD L�':o�d � MINIMUM
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