|
y - II N .!L. . jj. .! l AIL . 1 - -- ii A- : L . _L._1_ _ -Li _ .1I : ,I. u . 1. : A:..:: a '� : _ ...1..... k 'L.__- 1:-1�. ...i ..I II. I' VI h t _ i; _ . 1 Al. I I �� f_. (�_1At .l.fl I
<br />----- A110IOM5 (SEE SECTIONS ON SHEETS 17. 16. 19 Or 20)
<br />--
<br />r Mu. 301, Wit avil. 16211M. 4. SMA&
<br />yt71wr/» s ■rnD
<br />rr�
<br />{ 1 O O O O O
<br />r MAX
<br />T• MAT.
<br />Palo „� t .•I�I I hl
<br />i �I I RI1
<br />' i
<br />' , .. I .Ma wall , or (SFE 513
<br />I-wl� 41
<br />i I 1
<br />O.W® I PMa LOTaY aoAtE(s
<br />I
<br />0. W1f_ EA/(7, M/17. !q/1B. J!/17. 4�F17, 6VtL r hw
<br />;1_ MIN BMF/Tt fAw/16 s ow/10 a r6'/,Sf 76w1n 6 ■111/!D r MIN.;
<br />MT SECTIONS ON SLEETS 17, 18. t6 ! ao) -
<br />OPTION J2 FOR LIFE SAFETY STORM PANEL ELEVATION
<br />SCALE 3/1r-1• Ile ow. w
<br />OI Saw
<br />6YERMssfa.,•.,sr�
<br />SECTION A -A
<br />so" 3/14r-1.
<br />MAXIMUM A.S.D.
<br />DESIGN PRESSURE
<br />Max. PANEL LENGTH
<br />L (ft.)
<br />MINIMUM SEPARATION
<br />PANEL
<br />RATING (p.s.(.)
<br />(SEE SECTIONS)
<br />TO GLASS
<br />CONDITION
<br />+55,0, -72.0
<br />a.-B.
<br />2 3/4"
<br />UNBOLTED
<br />--y; - I _HOOD NFJIOFR-`-",F' .N00.1 HF.AOFR
<br />�- 1/sY TnAP•WM • / ,YID O1 •
<br />r W+ 1 A7 WOOD •iI lIr M N rOOo
<br />r' HFADIN 1 HEADER
<br />� f
<br />� " ' Ca61ID ~ p fMla
<br />1
<br />+ PANEL IO . OAe am NOEouE -
<br />W DST I• . .L• YO..
<br />(BEE 1101E 1 en01q i PANEL UM M
<br />(am NOTE I i1OO)
<br />BCHOM i
<br />DICK
<br />!BT ID I 1 S.S.S.S. u-0Q�),�. ,
<br />MLR
<br />SX'�-�
<br />WINO NUT 5 i
<br />L.
<br />cow. CUNT.
<br />( `� I • 3/32' wm OUT
<br />• 12 1/3. CLC 1 I 1 '� Aur +NVOT tKY�)
<br />I 1'4Y TAPOOM • M' O.C. i;_ , t L Y• TAs•o6TT • r Olt
<br />YTOM
<br />M/wMFA)p[D '\ t' ! I, w/T I/�' IPA 144 m
<br />POEMETM1101 AT MpAWM - .lii PLATE AT NUAWN
<br />lYOOp PIAATE �__ YN' w000 PATE
<br />WALL WALL MQUM 'AIM,
<br />SCALE 3/6'-1' SCALE W.I. U
<br />�A A. TII
<br />rmm 3�•J'C�'
<br />I. W04UAMM AIR ONLY VALE FOR BULOM WITH .C60. OEM LOWS
<br />UP TO .56.5, -7LO PSF AID PANELS LENGTH UP 10 V-S!
<br />a. POI KIT' 0000 FRANC La60w1C11OW WOOD MOANM6 ro K SWIMM �•;
<br />PINE NO. L W/ SPIOPC DOW" OF 0.55 OR EQUAL
<br />1 4.0 TMCON • 6' O.C. 1 4*0 TAPCOM • r at.
<br />I Iff MN rANU m 11 r W. 114WIOED
<br />HEADERAT wa0o `` t t HEADER AT wa6D
<br />1 ' I
<br />gronow
<br />� I t
<br />� i• Ma QA�6 _ iP EAMf i
<br />i PN•L tD1ITH ON M�No
<br />(w FOR I soMWw)
<br />•ALOa1PANEL LENGTH
<br />TO41m I { _--- -- - - ' THEE "M I O JW
<br />N�iI am tiQ I I Tp-0-gas _ - T
<br />&f. MS.
<br />� !
<br />1 4'w TAPCOH
<br />nAtTRATM )IT
<br />�6v�� ( INDIIDI,+ OF PIAR ,ESA .
<br />Mw/
<br />ii MWR • 12 1 o.G L' , I ��••2O` WNN OUT
<br />.S.
<br />/Y I 1 _ WAWMR (KTWD)
<br />1 '� } +�
<br />OF
<br />OiPIXIE
<br />IKAl Np \ 1 �1
<br />N + 1 II PLATE I 4' 1 PU1TE
<br />�M1ti
<br />WALL.IAiUM
<br />SAE 3/r-1• e
<br />LTEMNAISAFM
<br />SCALE 3/B`-1"
<br />COMPONENTS FOR SERIES
<br />2000 & 1000 E-Z
<br />HANG STORM PANELS
<br />(SALE 1/2-1')
<br />.--
<br />15106' GOAL ,IIDIIQ
<br />-- 2.230'
<br />_. 12.500' (EFTECTNE MOM)
<br />fIs•---
<br />-•
<br />'
<br />yip•
<br />IL
<br />! far
<br />OOAIMIBm
<br />(
<br />3
<br />1
<br />2.000'
<br />11 1
<br />. -�
<br />614E
<br />mm i A
<br />i
<br />.25p' A MID TYP.
<br />AWN A-163
<br />am= me moom
<br />0-W QKV.
<br />T
<br />OVAL
<br />'a1S i
<br />Liv,m A
<br />MILL A
<br />`R, F%• ' '2L
<br />© STORY PANEL
<br />PANEL'S END LIP
<br />W/ 1EJIIIED EDGE'- _:A
<br />t0.a•
<br />ISOME M VIEW DETAIL AA
<br />ROM" CORNER w ETAS OF PANEL'S
<br />END UP W/ HEMMED HOE
<br />(N.T.S)
<br />-•� r-.125'
<br />N
<br />I_ J
<br />L--3• MOx.�
<br />O7 rr� 3'Y (YmEJ ALUM. ANfR.E
<br />21100• �•
<br />f �2.a0o•--)
<br />O 'Y TRACK
<br />1
<br />Ow Ow)
<br />---.7W'--
<br />© STOP BAR
<br />I1• LONG;
<br />6063-15 NON. ALLOY
<br />r1-----2.470•-._---,
<br />O REVERSR) "b' TRACK
<br />Bfr.
<br />t-
<br />3AID'
<br />i
<br />I
<br />® La4ilsj..bEW.a
<br />1 t//a�_ 1IIIIIU�E
<br />Wei-T6 AAMT. ALLOY
<br />S Rrmm Mum TRACK
<br />:LOCO`
<br />t 2r
<br />I
<br />® 2"W(YRKa) AWN, AN=
<br />CODE (Rah VW*oHY Hurricane
<br />FOALED CONUIET[
<br />BLOCK *SWAM
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO FXSTJNG POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />D.C.WS
<br />ANCHORS Y O.C.OTAPOON ANCHOM y4- IMCON Amoco _ I TAPOOM AN04
<br />Er O.C. I 0 O.O.
<br />PwKD PaA0 E. ,���` � OR ParBLo
<br />■M �L � � I __-1j�7L BLOCK !
<br />Nh NOAMaaM a {� :s
<br />� a�spIN
<br />I
<br />I
<br />1 ' r1y
<br />t $
<br />i
<br />� I
<br />I
<br />All
<br />A 3n2• WIG WN
<br />L • 12 1/2• D.C.
<br />1/{ tAPO011 ANCHORS
<br />(suGOBED w/ sruo)
<br />MN�E,EsDa
<br />�flLL
<br />SOME
<br />SPA o6T la ! O mM AN0o !
<br />WORM
<br />MA FOP MOOV1J010,6 MiOD WIN) N)
<br />M•r. AN•SPI tINwr PJ
<br />IS
<br />rpA
<br />RwR t11A DAI
<br />OAKOPINIONo um SPMC/1ai AND Mwon
<br />ON
<br />mK YMtANo
<br />•w o.wr OAJ
<br />a
<br />LA U= u w
<br />$MCA t 10M LA LlwB 7Nw IIODOm OR
<br />N N
<br />W&MVI MFAICOC NOW
<br />9►ACND •+OIIN W MOmA[
<br />MI'Ll
<br />lLNrl OsI.rH !-A oUL
<br />I
<br />AB16► V
<br />IaDIOR
<br />OP TIE IOTO K Fwfow
<br />IN FOLLOW*
<br />rWmmS FOAL iMR
<br />OPOaOIoI ro K rWMlt MIOUCm
<br />1 �,
<br />a
<br />� Q ,/y
<br />-
<br />aNWriHc aBasllm AND IACRM tYMLL IpT
<br />FO LESS ,MVO M Ttp a06 TH1 P$CHID
<br />FOR FATT1 ANCHIOP T,iR IW T/IB ICIRDIAE_--
<br />a ,iw
<br />Aw.
<br />LEMM
<br />, )
<br />WALL "ON MA"AWN
<br />SCALE 3/6--1-
<br />mlm) "
<br />t. INSTALLATIONS AM ONLY SAID FOR BIADOM WTW QED. DESIGN LOAN
<br />U► TO *56.% -72.0 PSI AND PANEL'S LENGTH UP TO W-B•.
<br />L FOAL NEW WOOD if MIA: CANSTRUCTIOk +II I I MEMBERS TOK SOLO FT W
<br />PMM ND. 2. W/ SPECIFIC WHOM OF am OR EOYv_
<br />1
<br />7/7777111
<br />FD• /
<br />i
<br />1 4'4- 4^b.5. MS w/
<br />/B'b3/32 WINO NUT WASHER
<br />j • 12 1n D.C.
<br />I
<br />t
<br />1/{Y-20AT�4 11. MA. W/
<br />- n'613/3E +RAMC NUP WASHO1
<br />1 4 TAPCDN AJRCIHOIS ! .' TAPCON
<br />• 4 1/r OG
<br />` -dl� BLOCK-CCNOKTE
<br />mmumm
<br />SOME 3n'-+• WALE 3le-+•
<br />13�aI ..Iy
<br />0a
<br />MOUTH
<br />BELOW)
<br />3'/24 h4 NM.[ a MODS)
<br />• ® (E4 R a IaDIN r N.. 2/24 1 "/24 01 (VICE "M a IDEA)
<br />FI{ir1. SAS 1'/24 4'/2 4 tV an WAIN (1).AM
<br />• tic" • aa4mMiAaN 2k rol w6m i-, 11 Is". CONDOM ANONDOW ,7P 3• Wa
<br />Yw. I a6[ *scram ON OHM K P0' Ara 04 SCHEDULE aM _1aa)-'I 1• RANI.
<br />rr wp I ITT•
<br />)_SS
<br />MD0 OF w
<br />PI• (MRNaCI nvlL1 Tw1OA0IL 1+.EL) (WIBaoE PNMaT ITT aI { •L• r-r� �rrl, ([1p �, iE % i'
<br />N0L L A 4 IBOW I I s0 MOSP 3. • BMW 34 4 { 2FE i I a, • BFLOM {f
<br />� w
<br />Iyj_�7W
<br />. 40 1t 'L• - 40 a 1•
<br />F11 11
<br />i i till I III I I I
<br />• ,yLE
<br />(_� { (8 Farr4 wm_ -- MR ONCKU AF[4aN$ s4 BypkOE a 3 y{Y LQp1AW_�I(A+LN7rU�NHAMMTTEE fio)
<br />LVIW
<br />�." I 6OIa0U1E D» oRH aaC F011 wDOD TA ENDM.
<br />,• ,/7• F T/a'I
<br />>K 11fY!fU,6 WN •ART M
<br />PNwli:n
<br />NOTE NOTE a .TICK®w/ 41 W/0®.® W PANEL 4D f0' TAW PANEL m K MSVLM AT EACH
<br />�LDW W •
<br />lamaw
<br />M 1
<br />IOPENING SM m Fms
<br />yPLL ALM75 B[ PRO DS N
<br />TYPICAL ELEVATION FOR SELf� IL7AA m F nmwE WstauAT,oiN E W1o�O ro K ImNUD nBN
<br />E-2 HANG STORY PANEL (U SYSTEM ToTo.,,�IwiA11° A10, - �N•oe aF gnmx7 mL
<br />wa lE BAr - T• BDEB vaY . ,-
<br />V{• Ala.. cAP�:-
<br />t ar-®w/ a " S.® �.eN.}M/�y ML
<br />�,IYBE.EiIIK�e
<br />. 0 AT p01MMRl
<br />sos6 . t � : BORE YA • r
<br />{t). IWFwnIDN AY RaMea ,eeD E - Z H ONG STORE PAEL SYSTEM O01GWM tK PANEL +
<br />nos : � TRACKS AT TOP ! PAFELWiE PLUS OR TO LONE
<br />(1). DflYNEI70M. fi -�� sees E - 2 HAND STORM PANEL SYSTEM CONSISTING 1X PANEL . �Aj s0TT0M w/ PNELWTs.
<br />6
<br />Cont. 11LMLCS TOP BOTTOM. (2). 00 PANELS STALL ALWAYS K COMMEC'TPyD TO OO♦$BIG SLi. AMU. BY MEANS OF
<br />PANQ.MATIM OR. V USED Y W 1S TONG •EJl]I TRKi[ AT BMW EA PANELS
<br />PRO(2). fjA PMIELS ,,SHALL ALWAYS K CONNECTED m BorfOM TRACK aN1EAWRE A STOP BAR &PALL K CDWJV H�M/ T�{51-2W a .S. w! 7or-f3 "
<br />eJJ 91MLL K HALL AL AT BE OF SABF PANELS. HRn. APPD (�(E7CO•T
<br />T/ b MIW T AS
<br />(3), F DA PANELS AYM CONHiC1ED TO 6OTtTY TFGCK, COMECTgN AWl COMM K UE D00011 f101E �0
<br />1 s•N-2�T/{' M& W T//y�a3 YJ- NIMIO NUi IAt 1/s'A3/t• M1n. TWJMBSRr*
<br />TAPPE6 60fl0Y 1RLCk LDCATDN OF FISTOE% IMY BE AT EATER OF TWO (3). FOR CASES WHEN END PANELS ARE AT
<br />BUT 00 PANELS ME NOT pOFB1[CTH TO BORdE TRMCIA X
<br />EXTERIOR FLIT FLAAIOEE OF END PANEL r."** . STOP BAR
<br />LA PM
<br />(4). IN AWE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM TRACK Ow. A STOP 8ME WHEN TO ETA PANELS AND SOME R OF UNATE PANELS ARES. ONE fV DIRECTLY
<br />fimBOTTOM TICK MAY I I I I L AT ANY FAKL LOCATION ��
<br />TRACKmug" BOTTOM
<br />mPNNEANTESABOVE. IN SUCH COAL ODNWMT" Or PANIXII MAY K LWEDYFTJ� JILL N�!0
<br />f ON avomON AD 3 1/a
<br />( OpES
<br />EDGE DISTANCE FOR THIS 0 INTENOI PAllil 1i5ED AU
<br />(5). SEE SECTION V, Y • 4' ON SHM 24. SCE ANCHOR SCIHEDLU ON SHEET W E.
<br />1 Nor NEED TO K CONNECTED TO (Z) aY ANY EEJaB. 11ML3L L INSTALLED
<br />A Ilk! T SUCH TINT AQMCFM PEELS 1iTFREff (Err a ROff SBE Oi ►NHL) NAVE
<br />i DIOR OVO%Af3 RE HIED BY
<br />% FLORIDA WILMG CODE h VefoftNwr(caM ZDM
<br />f No. 4 167 ' .Mw WOOL WL 20 UK (MLVAEBZED STEe�ED).AySEMOE�RwYsS�WPAEIEL
<br />W
<br />5TA I� F. C o .am,uc. PRo Wes,
<br />TY NNm . . s1'
<br />an" a
<br />►
<br />w. wwr n a s Nam (EOH)w�iE q p�VrtlApsglwFIFET 20-176
<br />S� N ,-r'�'oq m-.aA1il ti, OLw m uM As Draw* V.
<br />AA„wNON L
<br />L NEN/MaNMUE/wR '3.. rt -weD n w a
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />a' TAPDaN AII3DI5 / 4• T/lCOM ANlJDR9
<br />MEOLINIED �� i ttEQU BLD� � `
<br />1/4.
<br />\ \ N
<br />EA•
<br />ii I
<br />1 r.�1�1WP� w i f r NADM101 W
<br />LiIAO
<br />+ i lrNi{
<br />I I '
<br />ru
<br />3 1 i a
<br />I I l i j i
<br />f r j
<br />a'
<br />/I4-1OY PANEUMtt Pws w/ ++ih10'M HVWDAMtE PUS w//
<br />��77e10 . VW' WNUT NASHM TJ6Y . 3/3r WINO 1AIT MI�1
<br />eel. / OD ' O.C. (BEYOHA)
<br />- 6LOCW _._ am
<br />RECLOW gram
<br />AL♦dIM
<br />SALE 3/6--1- SCALE 3/B'•1.
<br />IlOdl Tat I�41 HALT' • ` . ;K/f
<br />FR6R •Ia0M1IL M AWw"I oMOw a 3 '•••
<br />raw wo++�� M 4 w a a N0.44167 FLORIDA IU OW C0� W V.i NurrlMo z0ft
<br />samai MR L0. U= tww r,B10Wm 6A 1•., Orw Wr N a a ,R s *: me TLRM SIG 20 CARE OALYAII�O STEEL 5T0R6 PAM PA'
<br />aO=" ma AN011a11 woos IN -
<br />IM6twLTMa SPAM:WO EMN W SOEM+AtE IDBL L► 1 •Q TATE eMA" M:
<br />N M POLLDK• FACMW me T1R '••
<br />OOWON ro K POSML ALOUCED +.. -.� _ 'a �NI s+/a6/+at•
<br />TOE = OHMEI tow" PAcw BNML NOT t 1/a'._ _. � it L 1 E C O u6c. GLOBAL MMCTi0N PRODUCTS, UP- �
<br />K TER THAN MMNww 3ncNq ,x61DAtm ..'...- - m - jq0 -- ORAL 4W6 as sf LaABT
<br />MR COO+ 000M TOT ON wB wxaAc � Y - .- _ _ _ - NHN11tT A wl r Mw L . W.: m-si1N1 N.II+Ei 6•IC a ]7W4 20- T 76
<br />�.lMr-..,s, Muo p6.pn-nn
<br />• W1WWIs Nw
<br />►,L QY/WW1TaWADNE +IA130+CA +z- pa, - own w M
<br />GEUkJBAL mm M UTo [-Z M6MG Sro■1 AYs7 SY3TEf1
<br />1. L-2 HANG STOIW PANEL SHOWN OWN ON THIS PRODUCT EVALUATION DOCUMENT (P.ED.) MKS BEEN VOW= FOR COMPLIANCE IN
<br />ef) Womu I tAMMEW OF TAPCON ANCHORS Nq PMIE11M1TE Mwa 0 ! PANEIWTE PLUS INTO =401a E
<br />ACCORDANCE WITH THE JIM (71b EDITION) OF THE FLORIDA BUILDING CODE.
<br />BLOCK SHALL BE 1 T/4-.
<br />DESIGN WIND tDADW SHMLU. BE DETEFM " AS PER SECTION 1690 OF THE ABOVE MENTIONED CODE.
<br />B.2) NMHIA0 EMIKDYEM or 1/4'• K 7/e CALM-W ANCHORS SMALL BE 16 7/6- INTO CONCRETE.
<br />FOR A WOOD SP[6D AS RkTINRED By THE JIMSDICTION MERE THESE:;rJITER5 HILL K gNSTALIED AND
<br />FOR A DI NVIONALR Y FACTOR 1W-O.BS. USSUO ASCE 7-10 AND SHNA. NDT EXCFFO THE MAKWUM (ASD.)
<br />HO DLKOMEIIT IN10 ANY iVBSHH MATERIAL SMALL K PDMMITIED.
<br />1/4' 0-20 35 SEOWLK BOLTS USED SHALL K LOAD DIOU0OMILD ANY nNMH MATERIAL CAST) TO
<br />DESIGN PWCMW RATINGS IFIDIC M ON SHEETS 25 Or 26.
<br />MADE 3Ja. Lim ANCHORS.
<br />W DOM TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN YDA LOADS DETERMINED PER ASCE 7-16
<br />SHALL K FIRST REDUCED TO AS O. DESM WILD TOMS BY NLLT,PLYIND THEY BY 0.6 IN OROER TO
<br />TO COMPARE THESE W/ WX. (AS.D) DES6M PRESSURE RVINCS NOCOM ON SHEETS 2D • 26.
<br />&3) W CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE POUND ON THE EXISTING WALL,
<br />ANOM SIWL K LONG DOM TO REAARI THE MAIN STRI=M BEMD SUCH PANTIE ANCHORAGE
<br />91WL BE A5 MENRONEO IN BA) AND W L2),
<br />W OFIDERALLOW TO VERIFY 1/NT COMPONENTS AND ON i1S PLO.
<br />FAST WERE NOT OLEO SWOOSH. A 33R INCREASE
<br />g- .
<br />LOACIS
<br />W ALLOWABLE STIESS FOR MIDI LOA05 WAS � VI.rID IN THEIR A/LLLYSS. FASTENERS SPACING TO W000 HAS BEEN
<br />L MM USE
<br />DETERMINED W ACCORDANCE WITH M.D.S. 20M
<br />(C) ANCHONS SHALL K WWALLD FOU.OWMA ALL OF THE RECOMMMDM'n%5 NO SPECIFICATIONS Of THE AHCWR•S
<br />STEM PANEL'S ADEQUACY FOR APICAL AND FATICK RESISTANCE HAS KEN VOOND W ACCORDANCE WIM SECTION 1426 OF
<br />THE ABOVE MENTIONED CODE AS PER rOESTROM TESTING LABCMIM. INC. REPORT 12W2, AS PROW000S TA5-201,
<br />11. IT 90" K THE RESPONSIBIL.tWr K iFE CONiAACrOR TO VERIFY HE SOtAIONFSS a TNE STRUCi1RM WHERE 5HI(rtEN
<br />TAS-202 AND 7718-20J.
<br />AMCIORAOL TINS 51AFfTFF SIWL ONLY BE ATTACHED TO CaNCKTE BLOCL
<br />AFIUYIE
<br />1 TNS SYSTEM HAS KEN MOOED TO K INSTALLED ON THE OUTSIDE OF THE OPP" ACCESSING THE OPOWO FADE THE
<br />OR WOOD BIA.Op::S.H
<br />OOM w/D TIE USE OF' A L40DIM OR LFT. INS APPLICATION S VOW WHEN OWALU MON S DRENCH to K PERFORMED
<br />12. THE B6?ALLLATION COMML OI S TO SEAL/CALU ALL SNA'I7R COMPONENT HOES MACH RETAIN W COMTMRLOA
<br />rRom 11E ,ASIDE OF STRUCTURE.
<br />CONTACT WITH THE WILOMN: TO PfETAENT WM@/WM MTRUAON. CNAK AND WAL WILMER TWMCKS ALL ARMW FULL
<br />LEWH.
<br />3. STAR00 S 10INSTAINSTALLATIONISINGL APPLICABLE TD SE AND DOABLE HUNG STYLE MOM WNFJI INSTAW110N 5 lEONILED 10 K
<br />PERrOR1E0 FROM TALE INSIDE Or STRUCTURE
<br />PLY TH SPIECS INDICATED INS ORAMWiG PLUS ANY BLALDINC AND ZOANG
<br />t1 STORM 941 INSiALD 1O �HE
<br />4. SUM 2DOD INSTALLATION IS APPLICABLE TO SINGLE AND DOABLE RAMC MO HIORMONTAL SUOFRS SALEN E WINDOWS WHIM
<br />JLIRSO POIMR APPLIED
<br />WSIALLATON S RFAIKRED TO K PERFORMED FROM THE GRADE OF STRUCRBLE.
<br />14. ATWAAM WMIDOMS AND DOORS, INC. E - Z HANG STORM PANEL SYSTEM-' S POW PbBBq.
<br />5. ALL 4LWA f FJORUA016 TO K GOGS-16 ALLOY AND TEAM. (IRUESS OTHERWISE HOPED)
<br />+3. (a) RS PROWU EVAWA110N 00CIWpiF (p E.D.) PREPAKD BY iMb ppMEEA S rENEiDC AND DOTS NdT PROMDE
<br />MROWWIXM FOR A SITE SPEOFIC PROJECT, la, W116R[ TIE SITE CONDITIONS DEVIATE FROM TE P.E.D.
<br />B. ALL Al1TWRN SALOON YE7AL USED AT C40BLAE5 SiKLi NAVE 3105-N14 ALIDY.
<br />(b) COtRRACrOR TO K wspomm E FOR THE SEELRON. PURCVM6 AND WSTA,LLaoN INCLmm LIFE SAFETY OF
<br />7. ALL STIED. SHEET METAL PANELS SHALL NNE STRUCTURAL QUALITY STKL ASTIA A- '613 O AX 50 MIA„ OALVA1a2Eo STEEL
<br />THIS PROOMT BATH ON THIS PLO. PROVDH HE/SHE OOEW Not Dt Mn FROM THE COIDIDOMS DETAILED ON
<br />DESIGNATION M/ry- 66.5 kel (AFTER ROLL.FD).
<br />THIS OOCUMP(T. CO SIRLICFION SUrTY AT SITE S THE CONTRACTOR'S Pf5P0.NSIBRRY,
<br />L ALL SCREWS TO K STAINLESS STM 304 OR 316 AM SUES OR QDFMRON RESSDANT COATED CARBON SMEE. S PER CON
<br />(0) THIS PRODUCT E4itAWION MOCNEAfr WILL K COMSCEAED MAALA IF MOWED.
<br />3lIO,B W/ SO k1w YIELD SIRF31GT11 AND to NM /EIISN.E STRENGTH At SHALL COMPLY W/ FLQRIM BUMMING CODE SECTION 2411.3A4
<br />(w) SITE SPECIFIC PROJECTS SH AI L K PREPARED OV A FLOFDA NElw MtO ENGI EEN OR ARCHITECT WHEN WILL
<br />B. BOLTS TO K ASIM A-307 GALVAHIZED STEEL. OR MA 304 SERIES STAINLESS STEEL, WITH 36 IW MWOMW Mo STRENGTH.
<br />BECOME THE 040M R OF REC0110 MO.R.) FOR THE PROJECT AND WHO WILL K RESPONSIBLE FOR THE PNOP[R
<br />EMOINDER KITE
<br />10. AN04M TO WALL AWL K AS FOLLOW&
<br />SUBMITTOTO THISStA SSPECrICA DAWSM ADD �7ED fJ4NFFER TO THE P.E.D. ENOMEDT. LWL
<br />pU /T ETasTwc STIR 11.Ice.Yr.
<br />(.) THIS PAD. SMALL BEAR THE DATE AND M MML SEAL AND SIOMn M OF THE PR�ONAL ENOMKG or
<br />- IMPTIPCON ANCNORs AS MANUFACTURED BY LT.W. BWLDEx. ,NC. (YIN. rc-3r62 TH sJ.)
<br />RECORD RIMY PIEPAREp R-
<br />- 1/4' • X 7/6• C"-IN ANCNOS• AS MMNBA'ACnNn BY DLMWLT MHC. (MN. T'W000 •-1.)
<br />- i14-10 PAKLANTE FEWIE A • PIVELIAA7E PFLA ANC+ORS. AS MOVAI►N:ILNIED to [LCO CONQittlKIION PIMOCK.TS.
<br />tIL STI M PANEL WAWAC IMrS LABEL SHILL K LOCATED ON A WEAVAY VISIBLE LOCATION AT STOW PANEL IN
<br />(fe-3330 PW.1.)
<br />ACCORDANCE My" SECTION 170913 OF FLORIDA BOLDING CODE. ONE LIBEL SHALL K PLACED FOR EVERY OPEDw1O.
<br />LIBELING TO DOIMLT TOM SECTION 1700.9.2 Or 7W FLORIDA BUADWG CODE.
<br />A1) MDBMRN DABEDYER OF TN+CON ANCHORS ONTO POURED CONCRETE SHILL K 1 3/4' AND 2' FOR PANELYATE
<br />FDMALE IG • PANEU LATE PLUS.
<br />A2)-1INWAI EMBEDMENT OF 1/4•0 x 7n' CAR -IN ANCHORS SHALL K IS 7/5- INTO CONCRETE. NO VAIEDmeff INTO
<br />ANY FRSH W70ML SHILL K PERMITTED.
<br />1H/40• P SDE CALK BOLTS USED SHILL K AN LO4 E+o1U0+(A+OIAD Y FVVW MATERIAL MST) TO ENAGE 3/4-
<br />t•
<br />A3) IN GCSE THAT PRECAST STONE PRECAST CONCRETE PANELS. OR PAVERS K LDMG POUND ON THE SIWALL OR
<br />FLOOR. ANCHORS SHALL K EN LONG OUGH TO ROACH THE MAW SYfLv RE BEHIND SUCH PANEL& ANCHORAGE WWI
<br />.♦1A" „T
<br />`vCElf,�'
<br />K AS MENTIONED IN A1) AND W A2).
<br />Alb. 44167
<br />---- --- • •
<br />(TH *•. F211cTrA rrurxrc a n, ---
<br />*;
<br />It *
<br />- 1/4- • TAPCON UWCIORS AS MNNUFAGIIR M ITT 11W. IN LOEL INC.
<br />' FLORIDA BUILONO CODE (Mgh VWwft Nurriwns
<br />• X 1/8' CALK -IN ANCHORS, AS MAN UFACRIMID ST DEWAILT WC (rm-ISM p,s.l.)
<br />- It4-10 PANELMATE rV^L 0 AND PANELWTE PINS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTOMI
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<br />INSTALLATION DETAILS FOR SERIES 2000 AND 1000 E-Z HMG STORM
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