|
1 ,•. _ -i_ I I I III 1. -1 . _.__. I I I I - --L-_ _--
<br />.--- ------ AN04M (SEE SECTIONS ON SWEETS 17. 18. 16 IS, 20}--_
<br />'3• MAX JA/17. 44/17. sa/ta ■/if, M/17, ••/16• ]�
<br />,' MN. �MW//9. 7AW/19 a SAw/f0 �■IF/M 7M/ts a mim 1• Null;
<br />o 'y,ly 0 0 0
<br />��4F
<br />•'�� �• i ! lIF1X >o0•H I ' I � 71�161 0' ' V�V' I
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<br />j yY.
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<br />-
<br />i - I AAa lam DBIoa--
<br />O.Y..®aF
<br />`-'v- -.YID NA Q lBT! RPE NIOr. I�HNONAR-'
<br />3^ Ma. JA/17. 4A/q. 9A/ta. 3R/17. •9/17. So/la.
<br />xxmBw MIN. - - bweh►. TRIM'/ANeNORs (SEE sECT1015 ». 1e. loMlat p)_leW/n a-BBIr/2D ,1
<br />OPTION #2 FOR LIFE SAFETY STORM PANEL{, ELEVATION
<br />SCAM 3/16•-1• IAr ,AK w
<br />SECTION A -A
<br />SCALE 3/lr-l'
<br />lei#]i i • L• l_ L 4 MIAL R N
<br />MAXIMUM A.S.D.
<br />MO.. PANEL LENGTH
<br />DESIGN PRESSURE
<br />L (N•)
<br />MINIMUM SEPARATION
<br />PANEL
<br />RATING (p.9.T.)
<br />(SEE SECTIONS)
<br />TO GLASS
<br />CONDITION
<br />+55.0. -72.0
<br />8•-8'
<br />2 3/4"
<br />UNBOLTED
<br />INSTALLATION
<br />DETAILS
<br />FOR OPTION §2
<br />INTO EXISTING
<br />FOR LIFE SAFETY
<br />WOOD STRUCTURES
<br />STORM PANEL
<br />SYSTEM
<br />i
<br />�
<br />-
<br />s (
<br />-�w TAPCON • r D,A
<br />�1
<br />1/�Y TAP001/ • r ae.
<br />•'
<br />_ V4'P tAPCON e r o.c.
<br />`. ,
<br />/, y 1n MRL i1gIFA0®
<br />Pil N A7 W000
<br />�r
<br />1 1/r NNW, tIHRWA0E0
<br />P TION A R000
<br />` 1
<br />1T/I i/Y MN. 1lRW/OEp
<br />PDETMTOII
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<br />W 9NWN m alle
<br />Pon Lucm an 10614E 1' Ytt MASS
<br />(SEE HONE 1 eLOIR /M far ,q .L• Y.1. 1 RA M. ItHNH WAn 1m 1010 i
<br />PANEL tEwnq (SEE NOTE / IIN10WI ,,55
<br />socaAL Ii 1 I - wj'-- (SEE NOTE T OEM
<br />am W40dmmR -
<br />a 116E ,q i 1//p�r'P"2Q1.+ 111 ._� y1}7 a sm 1q 1s//4r•IF-94,• _ -
<br />i
<br />1 -t
<br />R)NQTN OF PLANT 1`
<br />t ! ,
<br />NT - t/4Y 20.]/4 ss Ys. w/
<br />cot
<br />L `cotrt EIS
<br />1', � 3/3r WN6 NAP 11. t1 I Y . ]/3i' WINO L' 1 �.., 1 MA9 •f0 to z T ac. L'
<br />wsm • 12 1 O.c I 1 I t ;J.. /2 jr' ALIT WASMRA (6[YOIO) ° .i ! 1 4'• TAPCON 0 r O.C. 1 ';
<br />1 '•'P TAPCON 0 r AG - t I L//••/ UPON N 6• Ac i
<br />T41AooElm W/ a7110) i ; I STAND= W/ SM) 1 MN. NIWATND �I
<br />j I W 1 f Y TML T1IOAOEO :� i J •�1 1/2 IRA- t1MFADEO Or PLANE NONA INONOTH
<br />i--•--716N AT HNOMOIM - PC[N911XIN M LNWOTN
<br />OF PLATE '' OF PLANE - • N000 PLANT
<br />OF PLANE
<br />2EDI14• WOOD PLANE ._. ZXS• 'N000 PLATE
<br />�MED MITRED
<br />WVL%EtlAE 3/B'.1•a NINE PA
<br />9 REGLILM PANEL AL L*T SAFETY PANEL N SCALE Ve.1'
<br />SCALE 3/W.1- SCALE 3/9•-1"
<br />rmrY Ae JGENBF ^ FLORIDA WILDING CODE
<br />1. RBTMLATONS ARE ONLY YIAO FIR BALDRIGS WITH AS.A OMSOII LOAM FLORIDA
<br />TO .sss. -7zo ►B AHD PALELY LENGm LP TQ W-Ir 1i0 4 1 * am mwm, m 20 UK GALVANIZED SP
<br />2. IN Mm WOOD nwa Co gmcnok wow Momm To BL SOUTHDIN
<br />PPE MD. 2. of SPECV MWW OF 0.5E 04 [QUA.
<br />BT%-GLOBAL PROTECTION
<br />•,.-•L 14 ► • : 4 1 MII IIJI ■X6. • A., I
<br />_._._
<br />.... ---15A%• (TOTAL wON1j-
<br />_--12.500• (UTECTNE WmM ._-------
<br />- • t/4 .
<br />2.Op0'
<br />YI ,
<br />/
<br />o IYP.
<br />glow 0. SrPL
<br />A-
<br />AWN 6
<br />-
<br />GAO ISOMINIMUM55
<br />Q iD qAV.
<br />Y I
<br />-1370•- ! t.�
<br />© STORY PANEL
<br />I
<br />PANEL'S F710 UP �y '
<br />W/ IOAMED EDGE
<br />ISOMETRIC VIEW DETAIL A
<br />ROUNDED CORNER 0 ENDS OF PANEL'S
<br />END UP W/ HEMMED EDGE
<br />(N.T.S)
<br />�--3• Max.
<br />O7 3•R3"fMaYJ ALUM. ANGLE
<br />750 osa' (TYP•)
<br />©STOP
<br />I" LONG
<br />6063-75 NAm. ALLOY
<br />T/ -I
<br />LIEO„r'
<br />x T
<br />OLTAa. Lf '
<br />z.3D0-
<br />3.500•
<br />`RTC•
<br />R�Jo.
<br />OZ REM30 hM• TRACK
<br />etr
<br />L
<br />Q
<br />3.7W
<br />I
<br />�7P•)
<br />®
<br />1t4
<br />6051-TS Alurn. ALLOY
<br />0 r O.C.
<br />THIMADED
<br />wow
<br />&HrJr.
<br />C
<br />PANEL LENGTH
<br />(SEE NOTE I BELOW)
<br />- f i
<br />+r
<br />-1
<br />__ ! J
<br />NU �
<br />No,
<br />YIIIYLITf
<br />2.500'
<br />ti
<br />2.470" .�.
<br />Q'
<br />O REVERSED NUN TRACK
<br />2.000`
<br />I__ . Ana•
<br />© 2"0"fUeu j ALUM. ANGLE
<br />CODE
<br />1 i' TAPCON ANCHORS
<br />V., Oz.
<br />INSTALLATION
<br />DETAILS FOR
<br />OPTION
<br />#2 FOR LIFE SAFETY STORM
<br />PANEL SYSTEM
<br />�4' TAPCON ANL110RS
<br />INTO EXISTING POURED
<br />_�4• TAPCON ANCHORS
<br />r
<br />CONCRETE
<br />OR CONCRETE BLOCK STRUCTURES
<br />- 1[4' umm ANCHORS
<br />e aC
<br />r O.C.
<br />• r O.C.
<br />ION
<br />BfDt3K REQUIEM 3
<br />COME
<br />aLacN NNEOIAII® 1
<br />CONCa[T
<br />BLOCK ROXIMED j
<br />POMND WNCRflE j[ `'
<br />C.
<br />SLOCK mourn O I 1
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<br />3/3r WING NUT
<br />• 12 1/Y Qc.
<br />1/4' TAPCON ANCHORS
<br />--i 4 Iff O.C.
<br />{57WQIRWED W/ STUD)
<br />_.00 : CONCREIE eIDCK
<br />IdALL NQlI SfALLATM
<br />A
<br />SCALE 3/6•.1'
<br />�I
<br />BIT (gram)
<br />T/4 TAP[ON ANCHORS
<br />--i 4 T .t
<br />(BTA00l1ED w/ -P"CD CONCRETE
<br />iTID)
<br />opt CONCAM BLOCK
<br />WALL MQ MMI I ATION
<br />SCALE 31r-1-
<br />WV sMN4T 10 f MR AW'101E •
<br />ANNOvIR
<br />__1/4••
<br />WPM
<br />LL
<br />AOO TOR NatALLINOIa 1100 tWEOD
<br />M
<br />r N1aQ1 Ono P.1
<br />3
<br />T
<br />rRWO
<br />momew AND
<br />INSTANCECODE �
<br />'__
<br />a
<br />so=" Not La LS6 THAN Omm ON
<br />20/31I01 MUCK NOW S ACI I In
<br />MILTwvm wmm DORM ON song"
<br />"MI&I yy. ft. W
<br />a
<br />ma CA Immm:
<br />*AM
<br />9, M FOLLOWIC FACTO. FOR 04
<br />OPOMRM►N 10 IT FO6 K& w6U0TD
<br />_ _ , 1/Y -
<br />7PACIn 05 A1[D ONO FWW WALL NOTake"
<br />IM LM INN tENICFK ID,GI[D
<br />MR cc" aAD= TYPE ON THIS LCHEDIAL_-._--
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<br />E0.• l , Ep.•
<br />1/2• - 1 4Y-2o.J /�•5.5. Ns, wl �/r - 1 •Y-20.J�4.
<br />f-- ` /_-3/�'OMIO NUT wAWIFA f... /a aJ/32 MNo MR WASHER
<br />i% j �> 011YONO)
<br />1 • TAPCON ANCHOM t/4- TAPCON
<br />yr at-
<br />0 4 1/2' O.C.
<br />-0R■� BLOCK _rixm CONCRETE
<br />OR CONCRETEe{AGc
<br />WALL A, im WALL
<br />s�EMntlleaPenEi s LIB
<br />SALE 3/6-1' SCALE 3/r-T-
<br />1 /4 R TAPWN 0 r O.C. .;
<br />1 4'1 TAPCOW 0 a• D.C.
<br />/ t ! y
<br />-Y��1 t//2 Awl. TIIIWAOEO ! 5
<br />/1 1� MIN. THREADED
<br />PltIPlbJldl AT WmOD 3 ,�
<br />PENPI6ATIGN Ai 1WDOD
<br />/HEADER
<br />HEADER
<br />}
<br />y
<br />W.
<br />W
<br />ElaS7NIG ON Now tot
<br />.
<br />TO �
<br />1 iMe.. BASS .
<br />OBE 9�
<br />a OWET to
<br />_
<br />PANEL LENGTH ,-+Ire -
<br />1 (SEE NONE I SELM 1/4Y-20A7• .
<br />13
<br />_
<br />_n _ PANEL LENGTH
<br />; (SEE NOTE I BLOW)
<br />._off_._
<br />7
<br />J 11 L7/a•• a 3/39' WING NUI
<br />r■NQUIRED WAS," 0 6 t/4' O.C.
<br />I '
<br />/1h10 PNEllK1E R
<br />• 6 1/4' O.c N 1 7/6• 7
<br />OF AN TIKB'AOEOTH
<br />AT MORPLANE
<br />1�
<br />I. 66TALATONS AWE ONLY VALID FOR HRDRIGS WITH ASD. DESIGN LOAN
<br />UP TO +35.5. -72.0 PSF AND PAWAS LENGTH IP TO W-6'.
<br />2. FOR MLR WOOD TRANS CDNSTTNCNO L WOOD MEMBERS To BL 90URERNN
<br />FINE NO. 2. W/ SPECWIG DENSITY OF 0,55 OR EO11AL
<br />1
<br />f I e•
<br />rN' MOD-,1'SIQE I y: 1,7ro1 . 3/32- W+NQ N TI
<br />REQUIEM "-' 1 1�. IYASNFII 0 (BEYOND)
<br />/14-10 PAi1LAEa It
<br />WIN, l/HIM /'OFb PNE/N1E17M1agN i I
<br />AT MOWIDTN OF PLATE
<br />WALLJIATION
<br />IL SCALE 3/8'-t` FLOWDA BUILDING COOK
<br />3'/24 (M I m a on""
<br />1. 24 4' 2 4 W/ a WI) ®• cm mm a mp) gr/24 1' 24 ►
<br />N AILS. / / r YM. /2 / (R HOT[ 7 IWNOWi
<br />EC rm CNCKIE A"Mft la _ TXWWtE AMpO6 a• Ya.
<br />1 1WHL (EIS SONEW OR s6N aq "� 1' Not,
<br />• •P MIBOIA 6RC1NOHM aN s�tLT
<br />•RAW.
<br />) A a
<br />u, 6Ma
<br />END OF4D
<br />EIY . _-T 1/2
<br />I
<br />tNaom 1Ww (NID:ol1 l�} (E�IDIIOR ANw M z ~• B PN4u ' (N1EEiDR (f O�'MV�.iTi M X 1•
<br />MATE 2. A I IODW i ` RL NONE . 90OW 3. 4 • >a
<br />^ • • 1
<br />1 4Y- PANEL
<br />�_
<br />N
<br />gE
<br />"1INnE 4 IaDI' -l- mw MR fmAmon wE 900'pA Jt^ r--{ �_ I-.-�tr--n-•%- ULT[VAYE (ITDIPDL)
<br />O saT m: FOR wow SC&1R E l AT EID MIaS)
<br />1..Wn 1/r 1 1/ri
<br />SQ SECTIOI/a at s6t 2• piN4Ab
<br />arm0-0,101 R © -tr •
<br />• 1AA7 vAtEL�( ro a w9num At LRCM LAST PIHEL� ro E R1BrAL10 A m,01
<br />OPIUM A.1MY5 I. P1rov000 w
<br />OPENING ALWAYS t tIOYiL�a� AFM HNWNIXE ro iACARAtt TN FROM lb�
<br />MOWN. FWCIUTAtt 1MSTALLA110N P ROEegEO ro B6(( INSAUID Hlol
<br />FRDA
<br />- +MAID - RDOE OF STIIUCTISE
<br />sAE . , IITYLE . ,-
<br />f1' • M. IMP , 4• Yu. mP
<br />SECTi�IN A -A SECTNO1 2-8
<br />fDY�1t CDC � ITiWL 7/Y' - t•
<br />(1), 0P970ON OF SEEINEXE Lem; E - Z MAIM STORM PANEL SYSTEM CW75MTINO Of PANEL
<br />- �nU. TRICKS AT TOP i PANELMAIE PLUS OR 15" LONG
<br />(I). hrMAY0N QF SPOFS MD. E - Z HAND STWRK PANL. SYSTEM CONSISTING OF PANEL . A7 BOTTOM w/ PANELMITES
<br />Cent. TRA3i5 TOP a BOTTOM. (2). ENO PANELS SHALL ALWAYS WE CONNECTED ro EO�NlG SNJ. MALL BY MEANS of
<br />(2) jEO PAILS SILL ALWAYS BE CONNECTED TO BOTTOM TRACK OTMERMSE A STOP BAR PANdianiS WE i USED Y WJ 1S• LCNG Q7 TRAM( AT BO11WA. ED PANELS
<br />Q1J SMALL S PROVIDED AT TOP OF SNCl/ PREENS. SNAL BE C0E'RIEtTfO 70 �1►/. 1 4Y-TONS 4"M.S WJ 1/NE•�KJ
<br />1/4Y-(3) NKt IiIO TAPPED
<br />�( AS
<br />(3), IF EO'O PANELS ARE ro I�OTIQM TRACK. CONMECTgIA SMALL COMSAT OF DESCRIBED KN igiE
<br />1/4•l-20.3/4' It W// 7/ 9e3J//J3Z2 11IIG TUT OR 1/4'.1y/4' Me,. tMWBSCKW
<br />(� AT
<br />INTO TAPPEQ B01'IOY TRKk. IOCATgN Cf iASTENOR SAY BE A7 EITHER tX TWO (J). FOR COES IV" END PANELS ARE per ,� .,ED TO /BORON TAACN.XSTOP
<br />BAR
<br />MOON FLAT FLAO[S OF END PANEL 91M ■PROPANE At TOP OF lUCN PAlE15,
<br />(4), N CASE THAT END PANELS ARE HDT KXONHECTE5 ONLYI ro BOTTOM TRACK BE (ia. A STOP BAR IN). FWI RSTAIMTIONS WHEN END PANELS NYO SOME INTERIOR PANELS NIAE CRECRY
<br />MBOTTOM TRACKOUNTED TO EXMTNG sql MALL BC�N]SEAN9 (1i PNEIAATES. ONE INTOOR PANEL
<br />AT TOP AON (3
<br />USING SPECS NGTE ABDNF. D( SUCH CCH6iECTO�N PAELB
<br />m BOTTOM IRACK MAY OCWR AT A1NY PALL LOCATION. %,TWO PANEAAIESY/
<br />SHOWN KN ELEMATION MD W� M3TO06/2gAl
<br />�BOTTOM
<br />(S) SEE SECTION 1'. r a 4' ON SHEET 24. SEE ANCHOR SCNEOULI ON SHEET 25, UNI NOT EDGECAEPgRpNG
<br />VIEWowNEDTm m C2] NIFJMNS. TRALK• YS)piL INETAItfD
<br />p, 7 SUCH THAT ADJACENT PANELS THE LEFT 0 ROW fi0E a PANEL) IKVE
<br />THEIR OVERLAPS RETAINED BY �.
<br />3 'rVcEN rP FLORIDA BUILDNG CODE h ymotaffy NUrriCOMO Zone),
<br />; NO. 4 167 Sam° IEnOe• Nc 20 BAGS GALVANIM STEEL SIM PULL
<br />_ 11Prii w
<br />GLIML PROTECTION a
<br />_ PRODUCTS. LNG.
<br />STA OF - , L E C 0
<br />II9e. Mro6 all I, zwm
<br />F(0 �'''(�� ..ate.+.watANrr�N.p,�n wDKEEF6Uw_,Nwrnp.)Mran 20-176
<br />PM- In-...ti
<br />y NION l L aNyorww/wW C/r•OODp» a r oNNFWa N.
<br />M ,A11TER w •.PL - -
<br />ow m or a
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />t114• TUCON ANCHORS _1/4• UPCON ANCHORS
<br />- i r ac 9. O.c.
<br />POURED tOONCEIE FIGURED cONCR[IE
<br />REDAI f ` Q,AR° BLacK' ! ,
<br />Mal
<br />I 1
<br />i
<br />1 1An a1� O1� W 1 '
<br />1 � a
<br />'i
<br />I I
<br />1 i I a
<br />1 �
<br />i
<br />1 �
<br />I
<br />ED•
<br />1
<br />(._._ 14-to•6 PAN`= PLUS N/
<br />Qc
<br />Y . Jt. WtpO NUT WASHOt
<br />• 6 1/4'
<br />REOURIE 6LOCM
<br />LLATMIN
<br />SCALE 3/r-T-
<br />9O OQT It O MR A1m1wa flP[ •
<br />/IOOIi�[
<br />-,1/P-
<br />�tAm, ..
<br />I/41
<br />lMD/a NOR IN AWOw RHIO WOOD
<br />i Amdl s1Ma�
<br />a
<br />a
<br />FFAM 91amHa
<br />MINIMUM ANDON w'AMN AO MMIDM
<br />ELIDE OWMW AN GO MM ON THIS
<br />'010- iNlrMr (MN
<br />i
<br />a
<br />soma FOR LA LIU THAN INNDOW ON
<br />SOMILE RMUC1 ANCHOR WAOO BY
<br />MAI1RYIa SPACM sow ON SOBsu
<br />PA-4o..rN Y OJ
<br />a
<br />a 1A
<br />AK v Bat no"
<br />nwm
<br />IT THE FOLLOWAIO NCRYI'L Fat THIS
<br />OPBNAON 10 SITPOOaL. IEM111
<br />1 tA.
<br />-
<br />SPACING cowm us" FACTOR WWL Nor
<br />BE ILA THIN Mato SPAMO I1010Om--
<br />EAR U79N ANCHOR TINE am 7aS 9Mau
<br />a1
<br />061sTW NDTES h E-2 IIAM6 QF+'±� eWees6A
<br />t E-Z /KING STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMPIT (P.Ea) MKS BEET/ MIMED FUN COMIUMICE IN
<br />ACCORDANCE WITH THE 2M (7N EDITION) OF THE FLORIDA BUILDING CODE.
<br />OESON WIND LOADS SHALL SE DETERMINED AS PER SECTION 1520 OF THE ABOVE MENTIONED CODE,
<br />FOR A WDO SPEED AS REMMED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND
<br />FOR A 06KC110NAUtt FACTOR Kd.035. USING ASCE 7-10 AND SHALL NOT EXCEED THE MAKNAUM (AS.D.)
<br />DESIGN PRESSURE WRINGS INONNUED ON SHEETS 23 a 26.
<br />IN ORDER TO VEWY THE ABOVE CONDITION. ULTMATE DESIGN WIND LOADS DETERMINED PER ASIE 7-if
<br />S/IKL S FIRST REDUCED NO ASI). DESIGN N0'D LOADS 6Y MULTIPLYING 7140A BY 0.5 IN ORDER TO
<br />TO COMPARE THESE Wl MAX. GL60) DESIGN PRESSLIRE RATHi05 W104M ON SHEETS 25 0 26.
<br />IN ORDER TO VERIFY THAI COMPONENTS AND ANCHORS ON TIPS PLO. AS TESTED WERE NOT OVEN STRESSED. A 33X INCREASE
<br />IN ALLOWABLE STRESS FOR W11D LOADS WAS XZL USED IN THEIR ANALYSE. FASTENERS SPACING TO WD00 HAS SEEN
<br />DETERMINED IN ACCORDANCE WITH M.O.S. 2015.
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESWANCE HAS BEEN VERGED IN ACCORDANCE MIN SCION 1626 OF
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY; INC. REPORT / 2032. AS PROTOCOLS TA4-201,
<br />TAS-202 AND TAS-207.
<br />2. Tt1IS SYSTON FALLS BEEN OESIONEO ro S INSTALLED DN TWE OUts10E OF TIE tX1ENwY. ACCE341NG *NE OPENING FRCd THE
<br />INSIDE w/0 THE U USE OF A LADDER OR T. THIS ISAPPLICATION VAIJp M4EN IMSTALLAIXXT M IHREtOED TO S[ PERi'a1MEp
<br />FROM TIE INSIDE OF STRUCTURE
<br />3. SERIES 1000 INSTALLATION E APPLICABLE TO SINGLE AND DOUBLE MAC STYLE WINDOWS WHEN INSTALLATION E REQUIRED TO BE
<br />PERFORMED FROM THE DOME Or STRUCTURE.
<br />4. SERVES MO INSTALLATION IS APPLICABLE TO SINGLE AND DOABLE HUNG AND HORIZONTAL SLIDERS STYLE WINDOWS WHEN
<br />NSTALIATION E REQURED TO BE PERFORMED FROM THE INSIDE OF STRLOTLI E
<br />S. ALL ALUMIIJM FMRU51004 TO BE U63-76 ALLOY AND TEMPER. (UNLESS OTHERWISE NOIVO)
<br />6. ALL ALIMO" SHEET META. USED At CLOS1JR[Sr PIAU HAVE 31D5-MI4 ALLOY.
<br />7. ALL STEEL SWEET METAL PANELS SHALL HAVE STRUCTURAL QVAUTY STEW. ASTM A-653 GRADE S0 Min., QALVANZED STEEL
<br />DESOATON W/Fy- W.5 Mal (AFTER ROLUED).
<br />e. ALL SCREWS M BE STAINLESS STEEL 304 OR 316 ANTI SERIES OR CORROSION RESISTANT COOED CARBON STEEL AS PER DIN
<br />500111 W/ 50 MAI YIELD STRENUTH AND 90 wl TENSILE STAM M a SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.J.3.4
<br />9,
<br />BOLTS TO BE ASiM A-307 GALVANIZED STEEL. OR AS 304 SERIES STAAAESS STEEL WITH 36 k11 MINIMUM YIELD STRENGTH.
<br />10. ANCHORS TO WALL STALL BE AS FOLLOWS:
<br />(A)
<br />14.0 T ANCHORS AS MANLIFATIM BY IT.W. 9 / APCWR BW.OEX, INC,NC. (MIN 0.31 2 P.•i.)
<br />- 1/4• • X 7/11• CNK-IN ANCHORS. AS MANF'ACIURED BY DEMILT INC. (MN, VC-3000 Rat)
<br />014-10 PANEIAWTE FEMALE D A PANELMAR PASS MgCHORS, AS MANUFACTIINO 'BY ELCO CONSTRUCTION PRODUCTS.
<br />(Ye-3360 PW.1.)
<br />AI) MIMMNI EMBEDMENT OF TAPCON AN04ORS INTO POURED CONCRETE SHALL BE 1 3/4• AND 2" FOR PANLMATE
<br />FINALE O AN PANLWIE PLUS.
<br />AS) MRA" DOMM W OF 1/4•0 1 7/5- CALK -IN ANCORS SHALL BE E 7/9- INTO CONORM W DOWMENt INTO
<br />ANY FINISH MATERIAL SWILL ■ PERMITTED-
<br />1/4- 0-20 SS SIDEWALK BOLTS LEAD SMALL BE LONG ENOU6N(SOULD ANY FBAEH MAYLVAL EXIST) To [WAGE 3/4-
<br />W% ANCHORS.
<br />A3) IN CASE THAT PRECAST SRNEE, PRECAST CONCRETE PANELS. OR PAVERS BE MIND ON THE EXISTING WALL OR
<br />FLOOR. ANCHM SIIKL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PALLS ANCHORAGE SHALL
<br />BE AS MENRNED IN 061) AND 0 A2).
<br />(9) TO EXISTING CONCRETE INDEX IM,
<br />- 1/4' • TAPCON ANCHORS AS MANUFACTURED BY H.T W. BIALDEX. P C F
<br />- 1/4•• X 7/r CALK-N ANC OFIS. AS MANUFACTURED BY D[WALT NC. (rrn.ISOO P./.I.)
<br />- 114-10 PAIELMATE FEMALE D ADO PAMLWTE PLUS ANCHORS. AS MANUFACTURED BY Q= CONSTRUCTION
<br />P'INDCKN 75 (Ym-2011 Pct.)
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<br />SCALE J/r-T•
<br />0.1) WMMW ]EMBEDMENT OF TAPCON ANOORS AND PAEURNE FEMALE D a PANELUAn PLUS INTO CONCRETE
<br />BLOCK SMALL BE 1 1/4•.
<br />&Z) WORM EIMEDMENT OF 1/4'P X 7/W CALK-0 ANCHORS SHAALL BE IS 7/r INTO CONCRETE.
<br />NO EMBEDMENT IWO ANY FINISH MATERIAL SMALL BE PEMBTRD.
<br />1/4' /-20 SB SIDEWALK aws USED SHALL BE Lma POVoN(SOUm ANY F11WSH WTLOAL SLUT) TO
<br />ENGAGE 3/4' INTO ANCHORS,
<br />8.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE IAMELS BE FOUND ON THE DIMING WALL,
<br />ANCHORS SMALL BE LONG SOUGH TO REACH THE MAN STRUCILW[ ■MINI) RICH PANELS. ANC DRAGE
<br />SMALL BE AS MENTIONED IN 6.1) AND IN 9.2).
<br />(C) ANCRONS �.BE INSTALLED MUOW44 ALL a RECOMMENDATIONS THE RECOMAEATONS AND SPEWrATINS THE ANCNOWS
<br />WINNUFAC11 LT SMALL BE THE RESPONSIBILITY OF THE CONTRA" TO VERIFY THE SOUNDNESS OF THE STRUCTURE MERE SNOTTER
<br />IS TO BE ATTACHED To N3URE PROPER ANC ORRICE. INS SHLIM SMALL ONLY BE ATTACHED TO CONCRETE. BLOCK
<br />oR woo0 FRAME BLmolx-•S,
<br />12. THE INSTAI.LA7ON CdViRACTOR E 1D SU'L/CAMLK ALL SMUTIEN! CdAPOrEM EDGES MACH f#MNN N COt1TBN10Us
<br />CONTACT WITH THE BULDING 10 PREVENT MW/RNN NTRUSON. C MILK AND SEAL SHUTTER TRACKS ALL ARIXND FULL
<br />Lacy".
<br />U3 STORM PANEL INSTALLATION SHALL COMPLY WIN SPECS INDICATED IN TILE ORM NNG PLUS ANY BUILDING AND ZONING
<br />REGULATIONS PROVIDED BY THE AP ISIDICTON METE PERMIT E APPLIED To.
<br />14. AJIBUM WINDOWS AND DOORS. NC. E - Z MAN: STORY PANEL SYSTEM- IS PNNDB P6Oa1D.
<br />IS. (a) THIS PRODUCT EVALWiDN OOCUMENT (PLED.) PREPARED BY THIS B404M E GENERIC AND DOES NOT PROVIDE
<br />WOWA41ION FOR A SITE SPECWX PROJECT: I* INHERE THE SITE CONOR d DEEJATE FROM THE PLO.
<br />(W) COLADON INCLUDING LIFE SAFETY OF
<br />NTRACTOR
<br />BASED THIS P.LO PROVIDED ME/SME D06 NO DEVITHE SELECTION. PURCHASIE AND ANT FROM t1E CONDITIONS DETAILED ON
<br />THIS DOMMADIT CONSTRUCTION SAIVY AT SITE E THE COVIRACIOR'S RE$PWI$ MaY.
<br />(0) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED NAIAD IF MODI IED.
<br />(B) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REOSTE11Fm ENGINEER ■ ARCHITECT 04CH WILL
<br />BECOME THE PIONEER OF RECORD (EO,R.) FOR THE PROJECT AND WHO WILL SE RESPONSIBLE FOR THE PROPER
<br />USE OF THE P.E.D. PN6MEEtt OF IiCORD ACTING AS A OELEOATED ENGINEER TO 7M PLEA. EMO EER. SHALL
<br />sueMr ID THE LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW
<br />(1) THIS (OE . SMALL
<br />EP�TIR DAIS AN ORIONAL SEAL AND SIOATUBL OF THE WgF�LAL DOEEN OF
<br />REC16, STORM PANEL MANUFACTIOND" LABEL SMALL IS LOCATED ON A HEADILY VISIBLE LWAION AT STOOL PANEL IN
<br />ACCORDANCE WITH SECTION 1709.9.3 OF rLORIGA BULDIN6 CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING,
<br />LABEL94G TO COMPLY WITH SECTION 17094.2 OF THE FLORIDA BUILDING CODE.
<br />Mg IPOO aKN�
<br />Wf[f Nq� .� 4
<br />PANEL 1 INTO POURED CONCRETE OR CONCRETE
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