|
------ -ANCHORS (SEE SECigNS ON STETS 17, ,a 19 ! 20)
<br />Ir W% jaA/17, 4A/17. WIL 77. S11/19.
<br />1' MIN. ' I wrpl, Tar/» a w►/A ' i' 9er/M Twl/1+ a 9wA l
<br />Fd t i 10 --- - 0 0 0 0
<br />r NAIL
<br />1' Wl
<br />LF
<br />MAX
<br />_!_. 1_..C-- ,1HOTN PANEL
<br />tSEE SCIEOLN.E)
<br />.,_ . LIr
<br />form coff""Mm
<br />p ;X. 9A/17. 0/11. 6A/,L w W a Haar a ROTS M6 O1°'M`�ry7. 41y1t. !/1L r M��K
<br />M". MWWN. Will a 9R9/w can= Ma/If. 7M/N a Wm/= ,• mm,
<br />.. _..----- --ANCHORS (SEE SECTIONS ON SHEETS 17. 10. T9 a
<br />OPTION A2 FOR LIFE SAFETY STORM PANEL ELEVATION
<br />WAX 7/,r.r IH• M W
<br />Euum
<br />SECTION A -A
<br />SCENE 3/Ir-1.
<br />tm 1 1 N '.( *'�.N I I L ltffflm
<br />1, iNL I • -H.W1,11 , . ■
<br />MAIIMUM AIS.D:
<br />DESIGN PRESSURE
<br />Max. PANEL LENGTH
<br />L (Tt,)
<br />MINIMUM SEPARATION
<br />PANEL
<br />RATING (p.W.F.)
<br />(SEE SECTIONS)
<br />TO GLASS
<br />CONDITION
<br />+55.0. -72.0
<br />6'-6'
<br />2 3/4•
<br />UNBOLTED
<br />-
<br />t SCAN 7A/COIA r 0.0
<br />-
<br />/ W UP= S r O.C.
<br />%
<br />_
<br />1 1 W. 1HNNADED
<br />Ai W000
<br />_I
<br />/'
<br />, t W. THREADS)
<br />A WODD
<br />HEADER
<br />\: /
<br />I
<br />'\ 1�
<br />WADER
<br />r
<br />i'Lrwr.
<br />Sxrt. i
<br />OR $*la w
<br />PANEL I 1BELOW)
<br />(NEE HOE R6Dw)
<br />WII wH WIII
<br />•M• MN,
<br />tlSTIMID
<br />,wss-
<br />38.04100
<br />.IDLE
<br />�
<br />�
<br />_.
<br />- _ f -
<br />'t�__'
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<br />PANEL ICON
<br />(EEL N01E 1 max)
<br />MOLE"
<br />tN ow 11)
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<br />I
<br />1/4•
<br />,
<br />S.a MS 1i1'f
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<br />.•
<br />4ti larcm 0 r O.C.
<br />01 SPUD)
<br />I {
<br />i
<br />�, �f 4Y TANO0A S STUD)
<br />(W9TFAtCDWDW/'MiADlO
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<br />1�igN
<br />N AGEDmH
<br />a NOWO
<br />`
<br />l.�iOr
<br />I T
<br />1J
<br />"•
<br />'b�TW At WORM U
<br />PLATEl,
<br />aP
<br />PLATS
<br />l.__
<br />ALILENAME
<br />.j�`rWDDD PLATE A
<br />SCALE 3/6•-1-
<br />SCALE 3/8--I"
<br />T
<br />1. INSIMIAY04 ARE ONLY YILC FOR BMDWGS WRAP A.S.O.
<br />DEMON LADS
<br />UP TO •ASA -72D PW RIND PAWLS LENGTH! IA 10 Y-r.
<br />1•.+
<br />2. FOR WW WOOL HLMK CONISIRLICI101A: •COO M EWIRS 70 6E SOUnIUMN
<br />PAR NO. 2. W/ 3PWFIC COMITY OF CM OR EQUAL
<br />* �•
<br />'- w .
<br />-
<br />/
<br />1//t r MAYlIF1E o
<br />r
<br />` f
<br />'•
<br />WADDI TpN AT W000
<br />,�
<br />1
<br />0 De9I1IG
<br />1• M.x mAss�
<br />PAWL LENGTH
<br />f■,a No,1 , In eln
<br />0 r O,C.
<br />TMWAGED
<br />T WOOD
<br />tit
<br />� i
<br />r'MrH'•,
<br />Ij
<br />i
<br />1
<br />I '
<br />r1. >eaw.Usr
<br />,o /IA9■
<br />Off CWWA
<br />OM SI@T W
<br />i �
<br />1• „L
<br />FENNEL LENGTH
<br />(SIX NOTE 196OW)
<br />!jl
<br />J�-7.T2WOL7..'1
<br />COMPONENTS, FOR SERIES
<br />2000 do 1000 E-Z HANG STORM PANELS
<br />(SCALE 1/2-1')
<br />r-2.591'
<br />(TOTAL WNAH)
<br />--
<br />I- -22W I
<br />/,t
<br />,-,..
<br />T--,. •-•.
<br />r160
<br />,
<br />a'°°•1244
<br />2,
<br />"•'iYw'r ..., ,EMIED
<br />TYP.
<br />-\ AM A-4113
<br />ORAL AJ
<br />i
<br />cow so
<br />0-09ALv.
<br />`R
<br />A
<br />- ----------
<br />_
<br />------
<br />41Ar
<br />_ - - _
<br />Nzs•
<br />T 9102M PANEL
<br />i
<br />PANELS Do HP '
<br />LOA)a•
<br />ISOMETRIC VIEW DETAIL A
<br />ROUNDED CORNER O ENDS OF PANEL'S
<br />END UP W/ HDAMED EWE
<br />(N.T.S)
<br />L -�
<br />O7 3.3t„ti'(Mm ,j ALUM. ANGLE
<br />�• os5• (TY0.)
<br />I
<br />H---.74r---
<br />O OP a T
<br />6963-13 Alum. ALLOY
<br />y12S"
<br />2.o0D•
<br />-.r TRAM
<br />RVERSED •h• TRAGIC
<br />-, ,MOO-
<br />I-
<br />ARIr
<br />3,750•
<br />(T7P•)
<br />1 71W
<br />6061-16 Akm ALLOY
<br />Q'
<br />O Rs11131M NO TRACK
<br />�25•
<br />2.00D'
<br />.125'
<br />0 2'3Lsr(Wax.) ALNlL_ANGl1E
<br />INSTALLATION DETAILS FOR OPTION #2 F-08 LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />- E1 4' TALON ANCHORS 1 4CO ' UPON MLH, 4' TAFCQW ANCHORS TAPCON AKaH0114
<br />r O.C. O r D.C. �r 0.0. lr o.c.
<br />POURED t POIaED 1DIRICIi$ PQRRD CDNDNIEDE j PQRwDON
<br />wca REoueD 1
<br />1 1 ! 1 `
<br />Fr (`
<br />:�• � � ED.• ��-1 i . � T�
<br />r W
<br />me
<br />' i I
<br />CLASSQAos Q1tS5 I cuss CLASS
<br />Ir Ir
<br />v pbl
<br />1 _ 1
<br />IL I Hi
<br />coy E.oI! �' IEu4 �En•
<br />_ I
<br />3/Jr WOO HUT
<br />S 12 1/2. O.C.
<br />i 1 4' TAPCpI0. IVa,YIGRt
<br />C.
<br />('SRAOGEO W/ SRO)
<br />i 2 s/SY Ww
<br />WASHER (6EYONO)
<br />, .' TAACOi ANCHORS
<br />OED
<br />(SSaOW/ SEW)
<br />i 1/2• -J �� 1/4Y-2A3 4'9.5. YA W/
<br />r.- . "-Y/r4.7/32(WIN0 NUT Havel
<br />1� o ,2 1/2• D.C.
<br />+/4' TAPCON ANCHORS
<br />, Ilr - 1 4-0-s0+5 4'S.S. M.& w/
<br />f 1,.. _. n".+a1>z" ERNE. MR WASHIM
<br />i ise+row)
<br />I 1 4' TAPCON
<br />i • . 1/2' O.C.
<br />!..._.P9LOID C011CLTE
<br />6l.00K
<br />NEKWM
<br />WALL MOP=MIA lAT(e3M
<br />:.__..POURID CONCRETE
<br />CONCRETE
<br />REQUIRED �Cx
<br />kn,ccJ M 11�1QTA1�,MEW
<br />.._-POLPLID COIICNEIE
<br />OR CONCRETE
<br />REQURED BLOCK
<br />WALLMoi!ff�,Jq
<br />_.._ESRNED COHCM
<br />CONCRETEOlt
<br />OR 91OL%
<br />NEOIAH
<br />LL�LMN
<br />0Xoff
<br />K .A7LTEIY
<br />SCALE ;W-,`
<br />�JiLi..a
<br />SGIE 3/1r-,'
<br />� �
<br />WALE 3n•.1•
<br />AV ,� PaMEL
<br />SCALE 31r-1-
<br />ffi •dR 15 • m AOR AWaM INK •
<br />AN ANCHOR TIPS
<br />'/4
<br />-
<br />7MLWA
<br />11
<br />Pal Nsu■unoHs ,0o WOOD
<br />1r +RaNN ,AerS a.l
<br />,
<br />NOW
<br />11,51NIAN 111o1OR WaACN9t ANO IMMY
<br />VON L ANCHOR
<br />LOSE IWIMM W 44IMM ON TW
<br />4fWANAo OHMIC ♦N
<br />3
<br />9M US NO EAL ,>W TWN NNR2110D ON
<br />Soma RSOm ANCHOR WOOD IN
<br />AROMAS OWN@ SWWN ON Odm"
<br />"NAM 9s,► a.t �
<br />3
<br />AURA Y SM 010MINDrIW1011
<br />Sr M POLLONSIC MICRO. FCI Ma
<br />OPCR9,O11 TO SE FMOL W01M
<br />--_
<br />a I - _- _._.. __ .
<br />r
<br />-
<br />.�.
<br />SFACH: ammo MINI FAGOTS SMALL Hot
<br />SE IDS TWIN 1*M/A4 JAZZ 000100
<br />MR FACH ANCHOR Tim ON 1N9 9CHIEOUIE
<br />.,_I„
<br />I , �SCSI /TA2PCON • r O.C.
<br />THREADED
<br />. lR'FE7RAMk AT WOOD
<br />TT
<br />WOOG 1EMER
<br />REa�
<br />l � i
<br />m 1
<br />r. >oN■LTWN .L.
<br />Td TANS PAIL LUIGM
<br />a th I [SEE ICE 1 BELOW)
<br />CLASS
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<br />1
<br />'.
<br />'`"", . 3M "M NUT
<br />H' T
<br />II
<br />WA41F]T W B I/4• o.0
<br />/14-f0 FWRLMAT[ _
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<br />, -.
<br />S i 1/4' O.C. W/ 1 7lB•
<br />AD
<br />I I
<br />t
<br />ANOT0Eo PLATE
<br />AR M1ITWOM OF PURE ,; f • 1.+ +
<br />SCALE 3/r-1•
<br />E�
<br />1. e6TAlAMNS ARE ONLY VAUD FOR SULDOM WITH ALSO. DESIGN LEADS
<br />UP 10 +55A• -U.0 PSF AN PALELY LENGTH OV TO W-9•.
<br />2. FOR NEW WOOD HMW CONSTRUCTION: WOOD MEMBERS TO 9E SOUTHERN
<br />Pew No. 2. W/ S mwc ENMITY OF am OR MuoL
<br />0D0 - tSAWPMOJ' tINOm1+HIIEU
<br />NM 2A .19RDSONI FAH6I) Fq,m
<br />.1E POLE ; • YLON
<br />• 6gL�i
<br />A..
<br />INGM
<br />I BELOW)
<br />,.LTB�AlTi 11r•..�i• y/.Tn���I;
<br />srra�u4�rW �rMTMT�r�AOi�i�i�c==�, .c
<br />4 lliAM 4 DDNT54N ) 0 tiFL
<br />- - - _ WI/AA15 / I
<br />GOSH•
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<br />-Iq
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<br />F1111
<br />-..-.
<br />._
<br />_
<br />.
<br />y-
<br />I
<br />-
<br />L
<br />"OeLwA (Typ)
<br />,�
<br />FAM 4 OCDW..._ .s EYRoI[ a� r
<br />I mR DDNcr.1E No+alEc 9a �++o• i LHa
<br />9Cm114[ ON SISET 7k NNt WOOD ,."'--
<br />I
<br />,�"�-,Y--r--r- (�L7UNWE COCA
<br />as ■+r FA119s)"OV
<br />,. �'� ae seORD,s a a1,Nsr
<br />'.SSE Not[ ] f1aR®W/ GR w/0®.�
<br />iDOIH •d
<br />. t• ,�
<br />a
<br />4
<br />�RERPAIEIS� 1/i 1 1/tl
<br />-Hr
<br />•LAST MNEL TO BE MSINAW AT EACH
<br />_-.
<br />.AL Umnm FOR
<br />, DA . AYO ■ P• ROYO[Oa WWl
<br />FAdRAE
<br />E'
<br />ELE_VMN FOR ES low
<br />IWAR HAM
<br />E-2 HANG STORM PAN 5Y5iEY
<br />REAR 10 IN51MMIM_
<br />P NWOMETO K 9AAMIDFNw3WDTMOWLEA0I0W'll/
<br />wWOE OF slmuTNRE
<br />901a9 Jvw ,_
<br />=
<br />nu ww - r
<br />//A• IRA. OP
<br />,/1' MHa Ar►
<br />,N• M. dMF 114• N... GAP -'a-
<br />AN
<br />- _
<br />SOWS . 1
<br />SECTION 0-8
<br />dl� : 9C99 SlS2' - 1'
<br />(,). OEFINIIION K SERIES ta00: E - Z HAND STORM PANEL PANEL +
<br />Jam.
<br />TRACKS AT TOP PAND.LMLTE IS' LONG
<br />(9. OE INTOLN Or SERIES 900M E - 2 HMHLO STORM PANE. SYSTEM CONSISTING OF PANEL -
<br />M W1 PANE1Y11�
<br />TS
<br />Cont. TRAGNo TOP a BOTTOM,
<br />00 PANES 94 ToWALLBY
<br />(2)• GID PANELS SHALL ALWAYS ■ COINiOTTO 70 MWLL 6Y LEANS Of
<br />WARS Of
<br />(2) j7O PAN0.5 SINLI ALWAYS BE CONREtT(ED M BOT70M TRACK OMENAI'.iE A STOP BAR
<br />N USED Y W/ IS' tRA�FC�II �M 00 PANELS
<br />SWILL ■ COMFECRD?�/ 1 44-21TNS
<br />T@BJJ SHISH K/ PROVOETD,AT/10P OFF}2SUCH PANELS.
<br />Nfn, TAPPmETICIDT AS
<br />(3) SNALL CONSIST Of
<br />/ %�'
<br />MONiAPPEb a iAS'(ENETIS'WBE
<br />(3)00 PANELS ME USE JQMLY N/ 15" LIFO AT
<br />B0T101F 7WCitLOCA7CN OTHER
<br />%ANGES PAWL
<br />mT7OM BUT DO PANELS ME NOT WNNECRD 10 WOF10Y 1MCK .�STO► BM
<br />DITERIOR MT OF ENO
<br />QIO SHALL BE PROWOED AT HOP S1 PNET.A
<br />(4). IN CASE THAT END PANELS ARE NOT COMIECT® TO BOTTOM TRACK O.R. A STOP BAN
<br />0 OILY USED AT
<br />TOP) () TRACK
<br />WFANiLS
<br />N
<br />T A7NONK WHEEN ENO PANELS ALTO SEEK RBEROR PANELS AIRJ/aaEctlr
<br />N
<br />(4) FOR MOUNTED
<br />URNO SPECS Oa
<br />TO BOTTOM T MAY AT W PA11 LOCATION CIION
<br />TWO
<br />PAI1M0M MAY BE USED i S'Ap1iG SOWN ON ELOATATOW
<br />1. mcE DISTANCE. NOR TIES(Te
<br />3wS/F�KVD
<br />M SEE SECTION 1'. S a 1' ON SHEET 24. SEE ANCHOR SCHEDULE ON SWEET 25. r1TTD9Q1 PO4 L USED r W DBEs
<br />11 TiO/F MEANS.SIMLL
<br />.'��.�t:'•••.:y%:VN._ N�iFNH 00 0RETA"CEN� BY � LSE a MOAT SOE Oi PANEL) HAVE
<br />INSTALLATION DETAILS
<br />INTO EXISTING
<br />TAFCON ANCHORS
<br />FQR
<br />POURED
<br />0P110N J2 FOR LIFE SAFETY
<br />CONCRETE OR CONCRETE
<br />_.0
<br />STORY PANEL
<br />BLOCK STRUCTURES
<br />1 UPCON A104M
<br />SYSTEM
<br />9. OA
<br />1. O.C,
<br />POURED c-
<br />eLOiltj
<br />POVIEDWORETE
<br />OM e 0a,wGum
<br />,/•
<br />±
<br />1/4'
<br />jam• !
<br />?
<br />Imo•
<br />a i I
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<br />OWN! I0
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<br />tl• LLLfff
<br />ya aa04 ml •
<br />"09 ,r
<br />; --�
<br />H
<br />I
<br />I
<br />0
<br />_._f
<br />! I
<br />14-10•0 PANVAIM MATS wJ
<br />10• 3/32' WIO NUT W91WR
<br />-_..-_,
<br />14-,0'1A PIwnANT[ PLUS W/
<br />3/3Y
<br />061
<br />■ ,dO HINT WIWeI
<br />TZ2E B10C1
<br />MQUO"
<br />WALL MQVM l ULLATM
<br />COHNGIlTE BLOCK
<br />woull ED
<br />WALL M ke
<br />mom
<br />0 a M" EL
<br />SCALE 3/r-1'
<br />PANn
<br />STALE 3/9r-,'
<br />T`p
<br />PnKaTH'VCENI�(
<br />No. 44187
<br />S*:
<br />nMIDA BIMDIN() CQDE M V111 NINF110OM io11e
<br />md,H tatSeL ,e
<br />20 OAOE O LVANRED STEEL STgMN PAM DAWrp
<br />N W
<br />ORE
<br />m/avu"
<br />ORAL
<br />1IL1i:Cr �i ENe.
<br />PROTECTR)11 PRODUCTS. LW.
<br />aryeorEyW e, NIWm
<br />�' INIMN
<br />u r r► axr N1a9: p0.J1iF-) i,a190. n,ie 4pSQIr..On 20-176
<br />P,r. sHAI/saxHmAD41AVE
<br />0051t,
<br />I
<br />. r oRMrW w
<br />-
<br />RADA 7
<br />own 4r n
<br />mom
<br />OQEAAL IMEES 1alID E-2 IYRb SfdO9 PAIE1 3YSEEf1
<br />1, E-Z NANO STORM PANEL SHOWN ON THIS PRODUCT COUTATON DOMA09 (P.ED.) HAS BEER VOWED FOR COMPLIANCE IN
<br />8.1) NMWAMI EMBEDMENT OF TAPCOM ANCHORS AND PANEAMTE FEMALE D a PAELMATE PLUS KM CONCIRrr
<br />0DOORI MICE WITH THE 2020 (7th EDITION) OF THE FLORIDA NURDNIG CODE.
<br />BLOCK 94ALL BE t 1/4•.
<br />DESKIN WOO LOADS SHALL BE DEEERNMIED AS � SECTION 1620 OF THE ABOVE MEHIONEO COOL
<br />13.2) I WARM EMBEDMENT M 1/4% 17/6' CALK -IN ANCHORS SHALL ■ IS 7/r INTO COIACRETE.
<br />FOR A WIND SPEED AS REQUIRED BY THE J�OICTION WHERE THESE SHUYIERS WILL ■ O15TAPdEO AND
<br />NO CMBEOMENT MID ANY FYRSH MAYORAL SHALL BE PERMITTED.
<br />FOR A COMMONALITY FACTOR Kd.0.B5. USING ASCE 7-15 AND SHALL HRDT E%GEED 711E AA1lIMUM (AS.DJ
<br />1/4• I-20 SS SOEWNX BOLTS USED SHALL BE LONG DFOUGH(ORRAD ANY FHASH MATERIAL COST) TO
<br />DESIGN PRESSURE RATIOS COKWM ON SHEETS 23 a 20.
<br />ENGAGE 3/4' INFO ANCHORS.
<br />IN ORDER TO VERIFY THE ABOVE CONDITION. ULTRATE DEIGN WIND LOADS DETFFWW PER AWE 7-16
<br />BALL BE I" REDUCED TO A.SO. DESIGN WIND 'DAM BY MULTIPLYING THEM BY 0.5 IN ORDER TD
<br />9.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE OWING WALL,
<br />TO COMPARE THESE W/ MAX. (ASD) DCSIGN PRESSURE RMICS SDIGTEO ON BEETS 25 at 26.
<br />ANCHORS SHMI ■ LONG ENOUGH TO MAC" THE MANE STRUCTUURE BDOD SA RI+ PANES. MK2OIM16E
<br />AALL ■ AS MENTIONED IN B.1) AND IN B.2).
<br />IN ORDER 10 VERIFY TAT COMPONENTS AO ON TF14 ROTS NOT OVER STRESSED. A NICRE+LSE
<br />MMAMCHORSE BSIREEN
<br />IN ALLOWABLE STIR$ TOTS WIND I.QADS I515 )ffiL USED IN THEIR ANALrS6. FASRDNERS SPACING TO WOW HAS; BEEN
<br />ANA 11 . AkST
<br />DETERMINED IN ACCORDANCE WTM N.DS. 2015.
<br />(C) A BE MANED FOLLOWING Al OF THE RECOMMENDATIONS NO SPEpflONKNb OF THE ANC,OR's
<br />STORM PAEL'S AIDEOUM.Y FOR IMPACT AND FATIGUE RESISTANCE NO BEEN VERIFIED IN ACCORDANCE WIN SECTION 1626 OF
<br />.
<br />THE ABOVE MDOONED CODE AS PEN FENESTRATION TESTING LABORATORY. W - REPORT / 2032. AS PROTOCOLS TAS-201,
<br />It IT ShALL BE ?HE RlSPp159LRY OF THE CONTRACTOR TO VEINY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER
<br />TAS-202 AD TAS-203.
<br />6 70 BE ATTACHED TO NORM PROPER ANCHORAGE. THIS STUTTER SHNi ONLY BE AT7ACIEC TO CONCRETE, BLOCK
<br />2 tt16 SYSTEM ILLS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE Eli THE OPENIAR AC�WG t1E OPDaN6 FROM THE
<br />0R WOW FRAME BULDONGS.
<br />INSM W/O TIE USE OF A L40M OR LET. THIS APPLICATION is VALID WHEN UISTALL ON 15 WDRIED TO BE PERFORMED
<br />12. THE N6TALUTKTN CONTRACTOR Is 10 BEM/CALK ALL SHUTTER COMPONENT EDGES WH OH NRMNN IN CONRMUQIs
<br />FROM TE 1NSOE OF STRUCTURE.
<br />CONTACT WIN THE BUILDING To PREVENT W O/RPIN ONRUSKw, GUAR AND SEAL SHUTTER TRACKS ALL AROUND FULL
<br />LENGTH.
<br />3. SEfdES f0op INSTALLATION 5 APPLICABLE TO 59NAE AND OOtBIE NwD STYMIE WINDOWS MEN INSTAt1A71fY/ 6 REOUR6D TO BE
<br />PERFORMED FROM THE INSIDE OF STRUCTURE
<br />13. STORM PANEL INSTALLATION SHALL COMPLY W94 SPECS INDICATED IN THIS DRAIRNC PLUS ANY BULpD AND ZONING
<br />1. SERIES 200E INSTALLATION 6 APPLICABLE i0 SaIGLE AND DOUBLE HUNG AHD KIORQMRN SLIDERS STYLE WINWWS WHEN
<br />REGULATORS PRM)ED BY THE JURISDICTION WHETS PERWT IS APPLIED TO.
<br />,WYft ATION a flMAREG TO BE PERFORMED FROM THE INSIDE ID STRUCTURE.
<br />14. ATRIUM WIDOWS AND DOORS INC. E - 2 HANG STORM PANEL SYSTEM'• a Pam INDOOK.
<br />S. ALL ALUMMM EYTRUSONS 1O BE 6063-TO ALLDY AND TEMPER. (UNLESS OTHERWISE NOTED)
<br />I& (a) INS PRODUCT EVALUATION DOCUMENT (P.ED.) PREPARED NY THIS ENGINEER IS GENERIC AO DOES NOT PROVIDE
<br />INPON ATIDN FOR A SITE SPWM PROJECT 1A WHERE THE SITE CONBIRORS D WARE FROM THE P.E.D.
<br />e. ALL IILlA1NUY SHEEP METAL USED AT CA7511ftiS STALL HAVE 3105-HIS Al1DY.
<br />(N) CONTRACTOR TO NE REWONSBLE FOR THE SOACrM, PIRIQWM AND #WpaATON INCUDwG L6Ti SAFETY OF
<br />7. ALL SIE[L SHEET METAL PANES SHAH HAVE SIRUCIURAL AWRY STEEL. AM A-653 GRACE 50 Mln„ GALVANIZED STEEL
<br />7HK5 PRODUCT BASED ON THIS P.E.D. PROVIDED NE/S E ODES NOT DMATE FROM THE CONDITIONS DEFAMED ON
<br />DESGMATION wm- MA +W (AATETI ROLLED).
<br />THIS DOCUMENT. CONSTRUCTION SALTY AT STIE ISM CONTRACTORS RESPONSINLRY.
<br />5. ALL SCREWS M BE STAMM STEEL 304 DR 319 AID SERIES OR CORROSION RESISFAM COATED CARRON STEEL AS PER DIN
<br />(c) TINS PRODUCT EVALLM M DOCUMENT WILL BE CONSIDERED INVALO F MODWTEG.
<br />30016 W/ 50 NW TRIO STRENGTH AND 90 Hui TENSILE STRENGTH a SHALL COMPLY W/ Fi,ORM BNLGNG CODE SEGTON 2411.S.34.
<br />(d) SITE SPECNO PROJECTS SHALL ■ PREPARED BY A F'LOBDA IR061DIFD ENIRHEEA OR ANC4IECI WHRCN RILL
<br />9. BOLTS TO BE ALSTM A-307 GALVN42M STEEL. OR ANSI 304 SEX" RAINLESS STEEL. WITH 36 kM MINIMUM• YIELD STRDICTH.
<br />BECOME M t29NHEFR of RECORD (EQR.) FOR ME PROW AND WHO WLL BE RESPONSIBLE FOR THE PROPER
<br />UK OF m P.E.D. DOINEER. SPILL
<br />10. ANCHORS TO WALL SMALL BE AS FOLMDIM,
<br />TO TICSDLA ME SITE SPECi1C DRAWINGS FOR WAMM
<br />(e) TM PE.D. SHALL BEAR THE GTE AND ORKOtA1 SEAL A/O SDNMIIRR OV TIE WOiE57gON4 E110IN[DI OF
<br />- 1/4'S TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BULDEIL INC. (COL re.3192 P.Lij
<br />RECORD 1NAT PREPARED R.
<br />- 1/4. S K 7/r GtK-IN ANCHORS. AS MANUF)CFUED BY MALT INC. (INN. Ye-3000 P•a1.)
<br />- III-TD PAIEK.WTE iYAIAE D a PAIMLRM3E PLUS ANCHORS. AS MANI1F11CNIIED 1LY ELco camtRuciIGa WOOUCRS.
<br />to. 3101BJ C LABEL ON A REWDLY LOCATION STORY PANEL W
<br />(r0-].TOO "A')
<br />DAIEE WIN S 1 OF FLORIDALOCATED
<br />SECTION
<br />At33DR0ANt4 WITH SECTION 1709.93 0< FLRIBUILDING CODE. ONE LABEL s11AI1 BE PLACED FOR EMERY OPENING,
<br />ABIX BE LA
<br />L40EIND TO. COMPLY WITH SECTION 1709.9.2 OF THE RDINCA BUALOW CODE
<br />A1) WMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 13/4• AND 2- FOR PANELMATE
<br />FEMALE O a PANE PATE PLUS.
<br />A2) MONMUU EMBEDMENT OF 1/4-0 K 7/e• CALK -IN ANCHORS BALL BE I5 7/6- INTO CONCRETE. NO EMBEDMENT INt0
<br />ANY FIMSH MNRTML SHALL BE PER49ITED_
<br />1/4- 0-20 ■ SOM41X DOLTS USED SHALL BE MONO DNQAH(SOULD ANY FTOSI MATERIAL CHEST) TO ENGAGE 31e
<br />INTO ANCHORS.
<br />A•
<br />AA IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE DDSTING WALL OR
<br />FLOOR, ANCIORS SHALL BE LONG ENOUGH 10 REACH THE MAIN STRUCTURE BENIND SUCH PANELS, ANCHORAGE SIWl
<br />''•.�
<br />BE AS MEHINNED IN AI) AND IN A2).
<br />No. 44167
<br />(9) m ,.•rnr _.c.e BLec�WALL
<br />- 1/a" a TAPCON ANCHORS AS MAUFAC711IRD BY I.T.W: BULDEK. ANC.
<br />T(ARIDA BUILDNIG CODE V NuMaaM
<br />'Aff AM
<br />- 1/4' e K 7/r CAULK -IN ANCHORS AS MMRNACTUED BY DEWAL.T INC. (f'-ISOO P.6.1,)
<br />p.<•'• fI
<br />+WOO WAM AM
<br />$0 )ALOE OALYANQED STEEL STWW PATI[L
<br />- 014-10 FWNETA UE FUMLE O AND PANELWTE PLUS ANCHORS, AS MANUFACTURED RED BY ELM CONSTRUCTION
<br />8t'..
<br />awe
<br />PRODUCTS (rm-2071 P.41J
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<br />WAM
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<br />INSTALLATION Q LS FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />D■1t
<br />PANEL 1 INTO POURED CONCRETE OR CONCRETE AlA(`K
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