|
1/4'0 TAPCON O W O.C.
<br />%=T WOOD
<br />WADER
<br />PANMw-
<br />E. LEM01H
<br />i (SEE NOT i BL
<br />i{•' CONE.
<br />f t 3132E WINO NUT
<br />WASHER O 12 112E O.C.
<br />1 +f TAPOON O B O.C.
<br />W/ s m
<br />J W 1 t/zI PENETRATAT
<br />QF PLATE
<br />WA
<br />TO PURE
<br />WALL YOtJNTM IMMLLATbN
<br />nyE At TERNAME 9 W
<br />� G�UI.AR P O LJFE SAFETY PANEL
<br />SCALE 3/r-I SCALE 3J6'+1`
<br />main
<br />I. NSTAiADONS ARE ONLY YAIAD FOR BUILDINGS WITH A.S.O. OCwA LOADS
<br />UP TO +55.5. -72.0 P¢ MD PANIELS WIDTH UP TO W-W,
<br />2. FOR MEW WOOD FRAME CONSTRUCTIONS: WOOD MEMBERS TO BE SOUOHEIIN
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EOLHL
<br />Tar 6 W 4I6S Qvw
<br />SCALE 3/6'=i"
<br />i
<br />i
<br />[6141MLIN11:11► •: I•I Rillsi ..:. •;
<br />L `ILr.:. 11
<br />ISQUEERIC VIEW DETAIL A
<br />HOUNDED OORNER O Ems OF PANWS
<br />DD UP W/ HOMED FDOE.
<br />(fat)
<br />.055E {TU,p.)
<br />.750E
<br />Q STOP Bm
<br />W LONG
<br />E063,45 Aluom ALLOY
<br />IIAI■1L0 AID. -
<br />MSc
<br />7
<br />GI11 11
<br />.IIOM.TO
<br />+es,q -763
<br />7,Y Oft LESS
<br />2 "r
<br />BOLTED •
<br />i', 2'. 3'. TRIAL
<br />rV bt 3'w
<br />+4114 -753
<br />IV OR LESS
<br />2 716E
<br />BOLTED.
<br />r AS 41B
<br />4 FRI�BOIIDY OFSLIL U ! MOM AT 9WE>SW AS4)R OF MOM LOWN
<br />O 6" O.C.
<br />rtNEAM
<br />r WOOD
<br />'L' iMmc GL
<br />PAINS. LINGHH
<br />(SEE NOTE I BELOW)
<br />1/4'f-20
<br />1 S.s. us
<br />VINO
<br />7/D•f HpITY '
<br />1/4-0 TAPC
<br />ifl
<br />NE- DER
<br />EO
<br />Co TAP05N O E O.C.
<br />111. THREADED
<br />Y t MATS
<br />Zw
<br />PANEL UE
<br />(SEE DONE 1
<br />/32 os S w/
<br />wJ 7/e /32 "�
<br />b 12 1/2" O.C.
<br />WASHER (BEYOND)
<br />TAPOON O E O.C.
<br />I/2' MN. NHRE-ADED
<br />141TN011 Ar MUYADTH
<br />AM
<br />I PLATE
<br />x4' WOO) PLATE
<br />WALL
<br />NO MALLAIM
<br />ALTERNATVE 79W
<br />O LIFE SAFED PANEL
<br />SCALE 3/8'-i'
<br />FLARIJMA BUILDING CODE ( Y IlurrleI n* Zan
<br />&Agra REM m
<br />Y0 GLADE SALYAHM sM St0R11 PANEL
<br />FAT_
<br />Maur W,
<br />PROTECTION PRODUCTS, LM
<br />4a/W,0
<br />DAO
<br />L E c o
<br />15-021
<br />INC.
<br />4Mm sx. 51 anNET
<br />IMAM. R. 3514
<br />rstr,z (SO4)eW_,eA nW: Caa+3arN-n+1
<br />r 6I. as A AAtr
<br />PKYi1PtA P,E
<br />-A *r->bs 4 -
<br />-
<br />DIQT to Q b
<br />REVERSED 'h' TRACK
<br />.750•
<br />2.50
<br />2H r
<br />Hn
<br />Q I W
<br />ftS+P•)
<br />'PANEL ""GER
<br />1 1 4 Mt"
<br />W61 TO Akmn. ALLOY
<br />4L°
<br />REVERSED
<br />.'U* TRAM(
<br />.125E
<br />2.00d'
<br />.t2s'
<br />MAW
<br />© ?-W(MM.) ALUM- ANGLE
<br />Hem
<br />NMI" AMININYI 61V1010 FOR E 4. - 3 1/Y
<br />N6.
<br />OF THIN
<br />IIAMLUFI PAIL
<br />umM � • �
<br />P
<br />M t
<br />tSI�OONI
<br />CLK-m
<br />PWM MAIE FEMALE n
<br />PMBJ.OE PINK
<br />1) CONCRETE
<br />Kam.
<br />T) OOM K
<br />o"WORN
<br />1D OhLdi7Eca"OBETE
<br />Odtltl�B110
<br />12`
<br />N/A
<br />12'
<br />N/A
<br />12"
<br />N/A
<br />12'
<br />N/A
<br />V Mk Y' (TOP)
<br />OR LESS
<br />11`
<br />3-*
<br />/0`
<br />3"
<br />5•
<br />4'
<br />5'
<br />4"
<br />i'
<br />12•
<br />3-
<br />1Y
<br />5'
<br />6'
<br />(r
<br />IT*
<br />6`
<br />N/A
<br />N/A
<br />N/A
<br />MIA
<br />WA
<br />N/A
<br />12 1/2'
<br />ii'
<br />2' (BOTOM)
<br />T
<br />N/A
<br />6 1/Y
<br />N/A
<br />4 t/2'
<br />N/A
<br />4 1/2'
<br />MIA
<br />3' (TOP)
<br />1Y
<br />WA
<br />TY
<br />N/A
<br />9 1/2`
<br />WA
<br />9 1/2`
<br />N/A
<br />3' ""MIA)
<br />12'
<br />N/A
<br />12`
<br />N/A
<br />t2'
<br />NI/A
<br />72'
<br />N/A
<br />4' (TOP}
<br />lY
<br />I'
<br />12'
<br />9 1/2-
<br />1Y
<br />IV
<br />tY
<br />11'
<br />4' {BDT,DM)
<br />* UMBED TO 06D pat. t. A A OF319N PRESSURE R IBIC.
<br />A SEE OW 26 Foot AMINOL4 HYPE At SPACING FOR NBBLLARIONS NO WOOD
<br />FIYYE INDDINO.
<br />MNNtlN NOW SNIC06111 AND LIMN GM )lSUI11C[ ALE NGCLNOt ON THIS
<br />SCHIMULL FOR EA Ums "m somas ON Ilmum mum AICNOE /NORIO
<br />BY MR7IPLYMMB ■WON now 1N 30HIRRME w 111E RLMOIINO MOM MDR
<br />lltlM OPlIAWOfI To K t!Og1 E. 1®,me lAO1L1 olve D IMNBt FACMrMMSHIILL
<br />NW BE ECHOES LESS 1 IMerA1Fn FOR flrCLl AII6AI1 HYPE AT
<br />t/416
<br />1/4'.1/41.
<br />1/41a
<br />TIP[
<br />Am01101ttIPOON
<br />CAIR-M
<br />aft 4mm +y
<br />a
<br />a
<br />a
<br />M t J!
<br />SIMB +r6t
<br />9ruM% WW
<br />3
<br />3
<br />3
<br />a
<br />wr,Fa
<br />hMwMr Irrr W
<br />a
<br />3 +/Hr
<br />a IA
<br />4
<br />AREa pffi D■F#M ,
<br />FACTOR
<br />I tir"
<br />-
<br />2 ,
<br />-
<br />-
<br />-
<br />m
<br />3.
<br />ILO
<br />Ij
<br />n
<br />SAIM
<br />1
<br />.+ MIFAU■ES MML DIBTANLe Emm BOTTOM OF PANEL I T/2"
<br />AND ® 1O I t/Y MNc
<br />H
<br />1
<br />++ EEaWnE.S Mm DISTANCE WTIWEN Bonow OE FAMIL
<br />(1) -to O se 3/16-. 3116'
<br />IMMs.
<br />I .
<br />FLORIVA SURAIMQ CODE
<br />15-021
<br />6EwBD Ne
<br />MItIBI . Y .
<br />Ilk • * . a •+•
<br />f14-1)
<br />06 1/I
<br />MIL THR
<br />AT MEAN
<br />WALL iA�i_.SAW
<br />2,_RMLAR PANEL
<br />SCALE
<br />1=
<br />1. INSTALLATIONS ARE ONLY VALID FOR INDIUM WITH A.&M DESIGN LOADS
<br />LP TO +55.5, -72.0 FW AND PA ELI LENGTH LP TO W--W.
<br />2. FOR NEW WOOD FPo4K CO SfRUCTIOW WOOD MEMBERS TO B SOUTHERN
<br />PINE M0. 2, W/ SPECIFIC DENSITY OF O.Ss OR WALL
<br />J14-10 P
<br />06t/4
<br />MI '
<br />N. TI1REl
<br />A7 MIEWIDI
<br />WALL YOUNIING Iii.STALiATIC}N
<br />ALTERNATIVE OW
<br />O LIFE_ SAFETY _EMU
<br />..,. SCALE 3/'6'-1` FL11Rtl
<br />o a ,;H
<br />Elm
<br />' ���
<br />Trrrrll�rMl�■,.�I r+�r. rrsw!�MI�w ---- _
<br />IN IM�rr��r-�.. HR 0M;l r 1 -�.
<br />�'�-----�...'JIYr-1-rl.�!•�. �.M�ln�c�-.-_ -•. Irl�l.-■M�r.�■�. �.�■�:��.._
<br />(on wwW-.(MrtWOR PwAm) Own" 0.6I1) (ONIRi<7R PANrIL) MIST � x 2 ANELj SEED PANEL)
<br />SEE Ia,E 2, 3, + 6Er.OrW 5EL TONE 2. 4 BBoa SEE �f 7 P 4IT ) 4 ) SEE WOK{jE 2. T4 64ELAYN
<br />1 i 1 f l 4-1
<br />T T 1 1 to 1• II I I I ,
<br />=4
<br />ROOM PA LS_ W II'� 39 WINGwILT S /
<br />7 a r3/"J4 S f 40 x 'L' -
<br />-- - 46 X 'L•
<br />(lyf)
<br />',.... seum3, _LITOtlLAtE
<br />1• IRn.NTERIOR PANE
<br />SEE k 4FOR CONCRETE ANOCIVk sm
<br />E SEE secilowaNFORR WOW Sew 1' MEn. A. OR=::
<br />LI
<br />LOWENmExsj m3 aR 6)w/ OR ,6/g,© -- a LAST PANEL Q TO BE INSTALLED AT EACH
<br />e LAST PMiEL, Q TO BE INSTALLED AT EACFI OPETgIO SHALL ALWAYS BE PROv10EO W
<br />CIPEMING 9WL ALYA+YS BE PRO:Po� w/ ��1 F����IAN FOR��IES��� gE ATM En _.
<br />REAR H IDLE TO FAgUTATE N"STLLATLON
<br />M IQENNIIO m BE INSTALED FROM f -I IHANG SjOR1l PANEL SYSTEONI OF snMICTtIHff
<br />_Z HANG STORM PUMN SOME 3J.a' - - N919F CHF 5001CTURE K" �• I-
<br />�1/4• bow CRP -I 1/4" rm.. uW -1/4" Yn. OV _ v4 YNa.. !"DAP -
<br />i Of -Ow OR 'A (0, 0 1ar 2 Ioal,a,N
<br />SECTK)N A --A SECTION @-B
<br />MOTE vw - 1' - eGIIE a/a1• - t•
<br />J' (1). OFFITI)ON OF SERIES IWO; E - Z RANG STORY PANEL SYSTEM CONSISTING, OF PANEL +
<br />TRACKS AT TOP ML PANEULATE PLUS OR 15' LONG
<br />(1). DEFINITION OF SERIES 2W& E - Z HAM STORM PANEL SYSTEM CONSISTING OF PAWL + OAT BOTTOM W/ PANELSMIITES.
<br />Com. TRACKS TOP do BOTTOM. (2). END PANELS SHALL ALWAYS BE COIINE ims ro :/u WALL BY MEANS OF
<br />{2). PAIEIS WHMAIJ.. ALWAYS BE CONNECTED To BOTTOM TRACK OTHERWISE A STOP BAR PANEI..M/rLTES OR. E U�#D Y w/ t5' LONG TRAL2c AT BOTTOM. Flo PL.tlIS
<br />BSHAILL BE PROVIDED AT RIP OF YACtf PANELS. SHALL iE COMIECTEO TO 2 Y/ 1/4"i-ZOx3 4 .S, w7 7. /32•
<br />YWI1O Nltf OR 7/4�#-241r3 Min. TN INTO TAPPE) (EXCEPT AS
<br />(3). IF END PAN" ARE CONNECTED TO BOTTOM TRACK. CONNECTION SHALL CONSIST OF 0ESt2itBED ON NOTE (3) .
<br />1/sY-2OM3/4- M.W. W/ 7I8"fw3JS2' TMP/O r�NJf OR ,/4•fHr,T s` Min. T401Mi8SC1iLTN (3). FR CASES WHEN END PANELS ARE USE JOINTLY W/ 15' LONG Q AT
<br />INTO TAPED BOTTOM TkACk. LOCATION OF FASTENERS MAY AT ETNI:R OF TWO BEST END PANES ARE NOT CONNECTED TD BOTTOM TRACK A STOP BAR
<br />WIERIOR FLAT FLANGES OF EKU PANEL. SILL 6E PROVIDED AT TOP CF SUCH PANELS.
<br />(4). N CASE THAT ENO PANELS ARE NOT CONINMED TO BOTTOM TRACK 0.& A SKIP EAR (4). FOR MLSEAtAitONS WHENN 00 PANL WALL 6(ELS AND SOME INTERIOR PANELS ARE DIRECTLY
<br />IS ONLY INTERIOR PMEL
<br />L NG SPECS
<br />TOM pC�AMY OOC4NOTEUR PAX LEAST � ABOVE.
<br />PAN� N SUCOMPANELS SHALL �' DNNNECTED TO OFOF � wj PUSEDJORTT YrUiLOWINTRACK (2) AT BOTTOM ATTACHING BBOTTOM0 wT[RAK TO WALL
<br />(5). SEE SECTION t'. 3' 3 ♦' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHHEET 25. Ate. EHE DWANCE FOR THIS CA` MEflIOR PANEL. USfD Jft Y WSJ � OU>�
<br />NOT NEED ro BE Cow=ED TTOQ, BY ANY P"433 HAW
<br />MEANS. TRACK SFA L BBBEEE INSTALLED
<br />.rAP�. T - S_ TAB#D BYE L'J LEFT & RIGHT SEME
<br />1/4TA LAO Swa O S 0A W/
<br />i 1,2E HAW. RNRF.IOMD ADVIOOtlN
<br />m Da31IN0 10000 IrAwk
<br />�@(100t Ot EA m of 1O
<br />4�,.
<br />QED& 1/24 4k
<br />H/4•a LAs 3LYfw9 s r as W/
<br />1 WkRN IO = 1HiEA u PErIEiIMOIdH
<br />tD EA9teq 6000 iI
<br />"' etMDID OFQ
<br />■
<br />2 6/1Cr FPO.
<br />2 M1PAR/O1GN
<br />i 1CAM OVERLAP
<br />�4a * Fw 4-, To QLms.
<br />W OTI c4"aF i
<br />A. /7
<br />emw 91FALAP
<br />g d
<br />k .1
<br />It I >r
<br />K r g
<br />A. See
<br />T, 1
<br />-�' 1 4'rI PAtELA9i I'HM1E D
<br />f/4 4' -_12% FViAWT€ PU76 11/
<br />7 , �Ntn 716" rFt Ttf�OED
<br />LOIN, 1l1 OitOiY> Pis 12 1,Y ac.
<br />H � \X
<br />1/4/y2 wSmom e TIAEApEDr NED W/
<br />• 'PLATE IWWtMow
<br />NOMNpx aF PINE AT 9BlS 2DOo OR FIAT OIL p1 WbIN
<br />PAIHIIAIE
<br />9QI€4 ,000 P01E1RWIONHLR4. IF. WALL MOUNTING
<br />MR
<br />FLAIR REOL)IRM
<br />AL'Mt
<br />RAT OR am mm
<br />iNSTALLATION SCALE 1/4'-1'
<br />ALTERNAj�E 1 "W
<br />Soo" I/4 31'
<br />JO
<br />1. NSWLOIONS ARE ONLY WWD FOR BUIUVICS YAM A&0. OESIW LIFN6
<br />UP W +66.0, -7L3 ptl Ab PMEL'S U UNM UP M W-10'.
<br />iROMMFRAME catsomom MEMBERS FINE No. -YI% FNOR SIAWAC 09M OF OM EAUA. m BE A7tRFEAl1 8
<br />mm t1 y�pp
<br />tooAs
<br />PAIME STD T C/} ORCD ATE db � ON pm A17"
<br />TOP & 9OTIOM IIMNNI" CAN 0E OOMONO IN ANY
<br />Ww TO SUIT ANY N9AWLA7LpL xmx- I/: - 1'
<br />N= : S"UTTER IRAM WT SNCWN M OIANTY
<br />�ll.- �i�®i r�H■
<br />: INTER ran
<br />1f. 4�T - •-
<br />7
<br />IOLAM
<br />EVERY OK,RtAP
<br />��
<br />I
<br />• i
<br />r
<br />VW-20r314* AS-&lolroL
<br />9CWEY15 . F oc W/
<br />: kODO HINDER
<br />sy-2a,3 4• rs
<br />� 7 tw
<br />rt t2 O.O.o
<br />IL. Ilan• sxs
<br />�. rA Em OF
<br />WOW 1/26 a
<br />-V
<br />/4SY20r3f_f-
<br />u1A/
<br />04"
<br />ajamw NOTE to 6EUOMO - L� L^t/`i f-2ibr3/4' rs. W/ 7/s'W3/ar
<br />p� >NwG NUT ALr Ip O.0
<br />l491 Nk 9CINl5 O 1' OA W /4Y Lid 9040 9 0 6- O.D. W
<br />,/Y rwr. OINJIOED PENIS "am i t/ r (F PLATE
<br />O
<br />119 . 2 W woao RAT OA ON EDGE
<br />PLATE ROW -ARM RAT
<br />FLOOR TO CEILIN���fGsM/ YMyOUNTING
<br />S�T� SCALE 1/4--1-
<br />SCALE
<br />+1/4--1-
<br />tM° N� FLORIDA BUILDING CODE (Hr9n velocity Hurricane
<br />AFM■'RAM NOTES: VALID F-2 HANK Spit PANEL SYSiM
<br />1. E-Z NANO STORM PANEL SHOW ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMiPLANCE IN
<br />B.1) BLOCAM HALL EMBED" OF IAPCtXM ANCHORS AND PANELANTE FEMALE O a PAtO'1.tlATE PLUS IRRO CONCRETE
<br />BLOCK SWILL BE 1 7/4`.
<br />ACCORDANCE WITH THE 2014. F.DMON1 OF THE FLORIDA SUUDING OOgE.
<br />DESKtl( +AND LOADS WALL BE DETERMINED AS PER SECTION 16200E THE AOM MIF?i NED CODE.
<br />82) MINIMUM EMBEDMENT OF tJ4"f X 7J8' CALK-N MIQ10R5 SHMl BE IS 7/8" HMO CONCRETE:
<br />NO EMBEDMENT INTO ANY FINISH MATETIAL SFU111 <E PE9i1NTTE0-
<br />FOR A WINO SPEED AS 6tQtARtD BY M �I THESE SMATTERS WILL BE N$TALLED AND
<br />FOR A �1Y FACTOR Kf-O.I15. USING ASCE 7-10 FOR NSTALLA110NS UNDER 2014 F[•IC AND SHALL
<br />1/4' M20 'S5 "�EYtLJ( BOLTS liS@ 4'ML1 BE LONG ENOtN:fT(Sf10UlD MV1" FINISH MATERIAL EX 18
<br />NOT EXCEED THE MAXILLM (ALSO.) DOWN PRESSURE RATINGS NDCATED ON SWEETS 25 & 26.
<br />EN604E 3/4` KM ANCHORS.
<br />INORDER TO VERIFY THE A,E1041•_ CONDITION. ULTIMATE DESIGNWRD WADS QiTiPM01RD PER ASCE 7-1D =
<br />SHALL BE FIRST REDUCED TO A.S.D. DESIGNI WIND LIMOS BY MU]TPLYIEI THEM BY 0.6 IN ORDER TO
<br />WALL.
<br />8.3) INCASE: THAT PRECAST STot1E, OR PRECAST CONCRETE PANELS 8E FOItlD ON THE SLpi PPANEL.IST" ANCHORAGE
<br />ANCHORS SHALL BE LOW EHTLUGFI TO REACH THE MAIN STRUCTURE BEHIND PANELS.
<br />COMPARE THESE W/ MAX. (A") DMIGN P RATINGS INDICATED ON SHEETS 25 R 26.
<br />.
<br />SHALL BE AS MENTIONED IN aI) AND IN 8.2).
<br />IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.R AS 'IT:ST£D. MERE NOT OVER STRESS. A WWII INCRILASE
<br />N ALIONABLE STRESS FOR WIND LOADS WAS JAI. USED IN THEIR ANMLYSLS, FASTEEERS SPACING 10 WOOD IM BEEN
<br />{C} ANCHORS BE R15TALLED FCIlAW6Xi ALL THE i COiitENQ4T'IONS AN[} SPECIFK3.TIdMS OF THE A1K;NOR'S
<br />DETE R IN AO[ORDAMM WITH NLD.S. 2012.
<br />STORM PANEL'S AOEQMLACY. FOR IMPACT AND FAT" RIESISTAt" WAS BEEN VERIFIED N ACCORDMNCE WITH MOTION IWO OF
<br />!1. SHALL OF THE STRUCTURE SHUTTER
<br />RToINMBILRY OF THINE CONTRACTOR VERIFY THE SOIAONLY
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. PC REPORT f 2D32. AS PROTOCOLS TAS-201.
<br />IS o RE.IL
<br />15 TO BE MTAC1® TO INSURE PROPER AYK2i0RAGE. THIS,sHLrtiER s►Mll ONLY eE ATTNCIIED TO OONCRE7E. BLOCK
<br />S A 04
<br />TAS-2D2 NIQ rAS-203.
<br />OR OD FRAME ttlJN.DIMLS.
<br />2. TINS SY51AM HAS BEEN; OESM.HED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ADCESSRMO THE OPENING FROM THE •
<br />INSIDE W/O THE USE OF A LADDER OR LIFT. THIS APPLICATION LS VALID WHEN INSTALLATION IS WT04DED TO B PERFORMED
<br />12. THE INSTALLATION! CONTRACTOR IS TO SEIVL/NJMALK ALL SHUTTER COMPONENT EDGES MHICH REMAIN IN CONTINUOUS
<br />FROM THE MM50E OF STRUCTURE.
<br />CONTACT WITH THE BUILDING TO PREVEMT•w9D/RAINN INTRUSION. CALX AND SEA. SHUM TRACKS ALL AROUND FILL
<br />LETNOrI'L
<br />3. SERIFS 1000 INSTALLATION S ARPUCAEBE To SINGLE AND DOUBLE HIM STYLE WINDOWS WHEN RMSTALLATION IS REDUCED TO. BE
<br />13, STORM PANEL NSTALLATIDNF SHALL tOMPLY WITH SPF1S IMOLGLTED IN TINS ORAWMG PLUS ANY BUILDING AND ZONING
<br />PERFORMED FROM THE INSIDE OF STRUCTURE-
<br />tECLLAflONS Pli6V10ED BY THE Answ1'tMl VMERE PERMIT 1S WPM TO.
<br />4. SERES 2000 NWTALLATION IS AFPUCABLE TO SINGLE MID DOUBLE HUM AND HOR MAL SLIMS STYLE WINDOWS WHEN
<br />14. ATIO N I MOM AND DOORS. INC. E - Z HANG STORM PANEL SYSTEM" IS PATENT POOBM9.
<br />INSTALLATION IS REQUIRED TO BE PERIM= FROM THE INSIDE OF S RUCTURE.
<br />S. ALL AILYMIULI oRRUSONS TO BE IM063-T8 ALLOY AND TENTER. (UNLESS OTHERWISE NOTED)
<br />1& (a) THM PRODUCT EVALUATION DOCU ENMT (P�.) PREPARED BY THIS ERGII4 i 1S GENERIC AND No NOT PROVIDE
<br />DN'ORWTNON FOR A SITE SPECVIC PNIO,I La. WHEIM THE SRE CONDUIDf6 DEVWV FROM THE P.E-M
<br />S. ALL ALUMINUM SEEN METAL USED AT CLOSURES SHALL NAVE 3105-1114 ALLOY.
<br />AIND (b) OWMACTOR ro BE NiE5
<br />FOR 7HPROMDFD ON
<br />7. ALL STEEL SHEET METAL PANELS SHALL HA0E STRUCTURAL OUALFTY STEEL. ASTM A-853 GRADE 50 MF6c, GALVANCEED SE LL
<br />Tm PRODUCT EASED N THESE NEAHE DOES NOT DEMVATEMFRd CONDITIONS DETAILED
<br />THIS DOCUMENT. coNsTRUMM SAFETY AT SITE 6 THE CONTRACTOR'S RESPONSIBILITY.
<br />DESIGNATION W/" >HI.5 N.I {MITER ROLLED}.
<br />6, ALL. SCREWS TO BE STAINLESS STEEL 304 OR 316 AIS SERIES OR CORROSION I�tSTMRT COATED CAROM STEEL AS PER BIM
<br />(e) THIS PROOLICT EYALUATWN DOCUMENT LULL BE CONSIDERED NVALO f MODIFIED.
<br />SO01S W/ 50 luH YIELD STRENIGTH AND 90 9vi TENSILE STRENGTH k SHALL COMPLY W/ FLORIDA BUILDING OODE SECTION 2411.3.3.4.
<br />(� 517E SPE` 'O PRWECCS SHALL 8E PREPARED BY A F1.DTIOA ONCNEFR OR ARC w1w MI SCH LULL
<br />9, BOLTS TO BE ASTMM A-307 CALVANZ10 SIE0. NSI OR A304 SERIES STMtEESS STEEL, WITH 35 IW MINIMUM YIELD STRflMGTNC.
<br />BECOME THE 0401I R OF RECORD EOJL) FOR TFE PROJECT AND TWO WILL BE RESPONSIBLE FOR THE PROPER
<br />USE OF THE MAX DWEIR OF ACTING AS A DELEGATED ENGINEER TD THE P.E.D. ENCMNEER. SHAL
<br />t0. ANCHORS TD TALL SHALL BE AS FOLLOWS:
<br />SUSS TO THIS SITTER THE SITE SPECIFIC ORAWINGS FOR REVEW.
<br />(A)
<br />(e) THIS PFJX SHALL BEAR THE DATE AND ORIGINAL SEAL MO $IGNATURE OF THE PROFES ION& (7MgNEER OF
<br />- 1/4'0 TAPCON ANCHORS AS MAACTURET.WO BY i._ BUILML INC.(MIN. YO-3192 "J.)
<br />NNR#
<br />RECORD *THAT PREPARED !f
<br />- 1/4- I X 7/8• 0"-N ANCHORS, AS MANUFACTURED BY POWERS FASTENERS INN, (MN. Ya^3000 P.s.i.)
<br />16. STORM PANE. MANUFACIURER'S LABS. SHALL BE LOCATED ON A REM)dY VISIBLE LOCATION AT STORM PANEL IN
<br />- 114-10 PMELIKATt FEMALE D a PMEWATE PLUS ANCiHORS, AS MANUFACTURED BY ELO (ONS7RUCT106 PRODUCTS.
<br />AOCORWNCE WITH SECTION 1710AZ OF FLORIDA BUILDING COOS. ONE LABEL SHALL BE PLACED FOR EVERY CPU"
<br />(1'C-3350 p.li.) -
<br />LI8ELN0 T'O OOMMPLY WAIN SECTHON ,71N1.,li2 OF TI,E FLUkIO6 BUN.091D CODE.
<br />A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCREEE SHNi BE t 3/4' AND 2' FOR PANE.MATE
<br />FEMALE m k PANELMATE PLUS.
<br />A2) MNIMUM EMBEDMMEW OF 1/4 M X 7/EI' CAUL-N ANCHORS 9fW1 BE IS 7/8' Nm CONCRETE. NO EMBEDMENT INTO
<br />ANY FINISH MATERIAL SHALL BE PERMITTED
<br />1/4- 0-20 SS SLDEwMX BOLTS USED SHALL. BE LONG 04OU(LM(SHOAD ANY Fxi9i MATERIAL EISD TO ENGAGE 3/4•
<br />INTO, ANCHORS,
<br />A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE DOMING WALL OR
<br />FLOOR, ANCHORS SHALL 0E LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND StM PMIELS. AVN(9IDRJME
<br />HO
<br />BE AS MENTIED IN A1) AM IN A2)L
<br />FLORM 804LA Nfi CAOHE N V*kdly so"foame Ian
<br />- 1/4' fTAPCON ANCHORS AS MANUFACTURED BY I.T.W. BULDEx INC. d
<br />- T/4 • X 7/NY CALK-INCALK-INMMCNiORS. As MANUFACTURED Br POWERS FAS'tDERS NC. (em-1500 P.21 "
<br />~
<br />• vLONa 87aC4 PC. E-Z HANG STORM PANEL SYSTEM W FAA.
<br />■r0.Do am aALxI1m a21a 11IA1rL MYrr .
<br />+Y
<br />- #14-10 PMMELNATE MOLE ID AND PME7.MIATE PLUG ASICHORS, AS MANUFACTURED BY ELCO CONST)WnOIC TI' x
<br />PRODUCTS (C"2071
<br />ATRIUM 1MII+DOWS AND DOORS, WC.
<br />OM SMU ME ON
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<br />SHEET NO.
<br />SH 1,3
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