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<br />lnI a tgrrew .v:7nir+es f.7. e,. ::OIgNNw 'a w'. CONDITION t WI HOR .ATION SlQN 'N I..XW II.-- rA I-KIIAR-e1R1 20-176
<br />LE•N -,.- IAr1. T .,xo ..._
<br />.11 it ,.,• -1 !Nl_ALAi!',JI, , IAMAF` '•' 'M
<br />All... " tr U' +JTA4119 CA- -
<br />I
<br />,GET , P,1T[9i.N . E st'L/SmN4i11-1/1 T_
<br />nr,. I'D- :,1- 1.tMlTr WATER . FELT : I'l
<br />.i 6) flU.1 i. DT fA
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (na. f - AND CO RESPONDING 1/4. 3/4, 4/5,
<br />MAXIMUM SINGLE PANEL 11) ENGTH "L" SCHEDULE ONLY FOR EGULAR STORM �� z/4 I W/61 2W/6, 3W/7 & 4W/7
<br />ANCHORS (SEE SCHEDULE ON
<br />PANELS INSTAL LOTION INTO POURED CONCR • CONCRETE BLOCK lY WOOD (t) -3: MAX -- SHEETS 9, 10 an) --3, MMA -
<br />elNGie PA_N(I,yNass[oAMs•EL $1NSeLE PANELS (�;: RESER♦tlIFD AT EACH O O O I _ e - 0 _..-__ - _ o 0
<br />AT TOP OR BOTTON END WITH TRACKS Imo. '�I - Ij� 14 .Qj, QR - ---"- - --�...
<br />D.M..2.3.4 r, I I - I-11-i -1-- - r-- -7--.
<br />WITH TRACKS 2' OR(B s DFRELi MOUNTED AT EACH EN ill -{ __ r_ _ I . ' N
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR %-" (fi.) 0
<br />MAXIMUM ADESIGNS.D
<br />CONCRETE A W000
<br />PRESSURE RATING
<br />INSTALLATIONS t
<br />(P.e.t) (• Pr -)
<br />- L+ - 4 - --
<br />20.0
<br />12'-C'
<br />12'-C'
<br />-- 230-_--
<br />12'-0•
<br />1178.
<br />Ja0
<br />II 6'
<br />to 9_
<br />F.0
<br />10 10'
<br />IO -
<br />-� 400 -_.
<br />W 11
<br />-9 4•_
<br />430
<br />9-9
<br />8 9•-
<br />- - Soo
<br />9 I.
<br />a 4'
<br />SSA
<br />fl-r
<br />d 0•
<br />60o
<br />9-3-
<br />7 >-
<br />65.0
<br />8-0,
<br />7. 4•
<br />70,0
<br />1'-8•
<br />7'-0•
<br />750
<br />l 5'
<br />6 10'
<br />-_
<br />a00
<br />l 2'
<br />6 7'--
<br />_ __
<br />b50 . _
<br />.
<br />7 .0-
<br />6 5- _ _
<br />900
<br />6-91
<br />6 2"
<br />.
<br />il50
<br />6 9•
<br />6 0 -_
<br />000
<br />6 5'
<br />3 ll'
<br />' - 0S0
<br />.
<br />b ,
<br />_
<br />J Y
<br />-1700
<br />5 7'
<br />_
<br />I ISO ._
<br />-
<br />3 6•
<br />----I See
<br />-
<br />5'-5•
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR "L-" (ft.) D
<br />MALNW AS.O.
<br />DESIGN
<br />COACRRE a WOOD
<br />PRESSURE PAYING
<br />}
<br />INSTALLATIONS I
<br />20.0
<br />l4_-1
<br />13 -0•-
<br />i3.0
<br />12'-10
<br />I1'-e
<br />-
<br />- It' 7'
<br />Ip _7--
<br />Jac
<br />0
<br />0'- r0
<br />9 -9"
<br />-J3.
<br />400
<br />9'-6
<br />9'-2'
<br />-
<br />50.0
<br />11-1.a-2-
<br />53.0
<br />a'- J
<br />> -g
<br />- 60_o
<br />a'-0
<br />-
<br />1-1.
<br />,T3.0
<br />.-e
<br />7'_2'
<br />7O0
<br />7'-5
<br />6'-11•
<br />-- 750
<br />T-2
<br />6'-e•
<br />- e0.0_
<br />7'-0
<br />a -3 •
<br />7-J
<br />-
<br />6-7•__
<br />-�.0
<br />900
<br />6_-9
<br />e" r
<br />96D
<br />6--7
<br />10-
<br />1000
<br />e'-J
<br />5-7'
<br />FBI
<br />11'-3
<br />3-•'
<br />_1100
<br />-
<br />;.-'. ..
<br />r r3.0
<br />-
<br />4-10.
<br />,--a.
<br />MINIM
<br />MINIMUM P
<br />NGTH (in)
<br />E98
<br />& GIVEN
<br />MOUNTING
<br />CONDITIQN
<br />'
<br />-v I
<br />I.5'kt 5' I
<br />-
<br />OU.
<br />1' TRACK I `F`
<br />T�
<br />DIRECT
<br />MOUNT -
<br />T'
<br />r1FADER
<br />HEADER
<br />MRip�IF
<br />,F•
<br />TRACK
<br />W/SCE
<br />T
<br />r iTE/{K
<br />I
<br />,:LOS:I165
<br />- DIRE/- LRVM
<br />4e
<br />JT
<br />12
<br />35'
<br />S5'
<br />S0
<br />SC'
<br />'+------- -- -
<br />11.5'X1.5' STUD ANGLE
<br />- - -
<br />-�--
<br />_ 35,
<br />E-
<br />12
<br />-
<br />32
<br />--
<br />_ __
<br />32•
<br />47• .._-�
<br />36
<br />_
<br />b
<br />3 I T TRACK
<br />55• 1
<br />3'.
<br />321
<br />42'
<br />67"-_
<br />60
<br />1
<br />60'
<br />,iNGlE
<br />(/ Q
<br />- Sp�T
<br />y2-
<br />t -32' -t
<br />38'
<br />50'
<br />-
<br />56
<br />; Se'
<br />W: sAlKlb siM[K
<br />_ • _--- _
<br />�`0� K
<br />�_ j.
<br />.... _
<br />4 --i,._
<br />---
<br />. ---r--
<br />--_,_
<br />1 I
<br />50.
<br />32'
<br />32•
<br />60"
<br />56"
<br />lJ U3°E
<br />I l i
<br />I
<br />r_._. '_ tA
<br />i
<br />- _
<br />11 . .- � ,
<br />T I DE
<br />A - A
<br />I UNBOLTED PANELS I I I BOLTED PANELS W/ t 40-20.1' s
<br />(SEE SECTIONS AS I55. NS BOLT W/ dO U OVERLAP)
<br />I APPUCAetf) 1 :I (SET SECTIONS AS APPLICABLE)
<br />I I
<br />I I ' {
<br />1 ! N +��
<br />3
<br />I I
<br />D.M.. 3Q.®. _ - - - - - -- -
<br />1' MIN 24
<br />1 /4, 3/4, 4/5, 5/5 A 6/5 I• MIN.
<br />/ 1 W/6. 2w/6, 3w/7 a 4w/7
<br />- ANCHORS (SEE SCHETK7Lf ON SHEETS 0, 10 at T) -
<br />REGULAR STORM PANEL ,J) ELEVATION
<br />2.687• NI.S. '/4' MCP GAP
<br />CA (MIN OVERAP -1 WFg1E VALLEY,• -
<br />1,.IL.T_. _- ___
<br />MAX. GP N ,,i- SECTION A -A ,1
<br />N. T.S.
<br />MOTES
<br />(I) L+. MAXIMUM ALLOWABLE PANEL LENGTH FOR A GIVEN POSITIVE AS.D. DESIGN LOAD.
<br />L-. NO ALLOWABLE PA/tL LENGTH FOR A GIVEN NEGTNE AS.a DESIGN LOAD
<br />(2) PROCEDURE TO DETERMINE MAXe,UM PANEL L04OR
<br />GNENi A POSITIVE AS.D_ DESIGN LOAD, DETERMINE MN,IMIU1, PANEL LENGTH 'L-' FROM SCHEDULE
<br />GKN A NEGATIVE AS.O DESIGN LOAD. DETERMINE M XEAUM PANEL LENGTH 'L-• FROM SCHEDULE
<br />FINAL MAXIMUM ALLOWABLE PANEL LENGTH IS EQUAL TO THE MINIMUM DETERMINED PANEL LENGTH
<br />BETWEEN'I.• AND It—.
<br />(3) SEE SCHEDULE BELOW FOR MIN. PANEL LENGTH FOR POROSITY QUALIFICATION
<br />1 INSTALLATIONS MO W000 ARE LURED TO 1 95 P FIE MAX ASO DESIGN PRESSURE RATING
<br />A3 f5♦9N 1Sa1F, 6MA6 LLt5EDA SGl $ a M. -. IENMFQR
<br />? V11 1:N' r ✓ tt FI
<br />0. 44167 - D2om TAIEw. III*'
<br />ya. TATEOF , �-> -_- - /' IL ECOI«a.
<br />':'`cr'' DRIDA Q�'r`f/YTr7'Ev TOUT resT Cawolx�mEWw cor
<br />'S.S7•- •'.r.v .L' --- WI b1 -. O4R imI
<br />BUILDING CODE (Mon High Volocity Nunlcane Zone)
<br />24 GAGE GALVANIZED STEEL STORM PANEL IOTA« W
<br />.ORAL PROTECTION PRODUCTS, LLC. pT/nan/m2o
<br />.Ma SI
<br />°'L ti-1.'• 20-175
<br />rroKE. (ess)es.-7eI6, TAX (R.$)UEA-e»7
<br />6"U"'a IAr
<br />MI[[1 3 V le .
<br />GENERAL NOTES -- --- -..--- --- ---- -- - --- ------ ----
<br />MAO ROB "role Aa lN/s' 4AFETY ! -2 MM.16 SIOMI PYEiSY ir) iQ :E.'5T.HG NrtLlr NY SPLCL'SI -([MUTE_! - U.55.NIN.:
<br />: STORM PANEL SFIOWy ON TARS PRtXIVCT EVALUATION DOCUMEM (HED) IIAS BEEN VERIFIED FOR COMP,J•NCE h Ar-^,CK7DµCE _ /4 i tAPCON ANCHORS, AS 4ANVFACIIJREL BY ' 1 W BUILOf+. INt
<br />1
<br />WTH THE 2020 (71h EDITION) OF THE FLORIDA BUILDING CODE THIS STORY PANEL SHALL NOT BE INSTALED AT HIGH - 1.4-IC RµELMATE FEMALE ICI AND PANELWTE TLUS ANCHORS AS MA/IUfACCURCD BT ELCG CONSTR,7CIK)N PRODUCT$
<br />VELOCITY HURRICANE ZONES (FAMAM-DADE / BROwARD COV S) - ,,'4'0 LAC SCREWS PER NUS.
<br />DESIGN WIND LOADS SHALL BE DETERMINED AS PER SZ17TION 1EE9 Or ME ABOVE MENTIONED CCDE EGA A BASIC WIND - 7116'.. 5/8' WOUO BUSHING, AS DS7RIR.:TED FIT ALI. PUNT S1wW 80.1 A ':PfCW tr 10
<br />P Y 1H P FOR A ! F SPEED D AS R B JURISDICTION STORM µ OIL LIST T) µ0 0 [IRE 1 Try AC70P
<br />L REQUIRED E JVN SDO WHERE OR El HE Nl! C IOhAL
<br />KD-085. USING ASCE 1-16 AND SHALL NO EXCEED THE MAXIMUM (ASU) MI CH RRESSURE RATINGS INDICATED ON SII[(-5 C I) MINNUM THREADED PENRRATIOH INTC WCOO OF IAPCON ANCHORS SH&I BE ' 1,12' AND 2' F°R EI.C.0 PAIELWIE PLUS
<br />3. B THRU 12 IF 17. to AND PANELMAE FEMALL IO
<br />IN R F RIMY EN .TI TI N WI 1NF P A"- T-I 1M'': ORDER 77 YIE E ABOVE CON(N DN UL MATE DESq N0 LOA[K ^NRFRM _D ER xF 6 SHALL Rf
<br />P r i Y, nT R P T r TH - , 10 A 5 DESIGN PRESSURE FAnY� F MU I,P YIN T. By IN CWD[R O M µ W/ MAXWX S ' 2 MINIMUM N FADED E71RRA XJN LAC SCREW. INTO
<br />FTTRCO VHn SHALE, RE , I `2" IRA, FfADEC ?E[%KEO D ESN, URE ff l 'PLYING THEM 4.6 4 E -•KBE C 1 )
<br />' (
<br />R Of T
<br />PRESSURE RATINGS R+CHORS ON SNER'_ 3 9 ,NRU IT a tT, !B PENRHA1gN INTO STUCCC Slu<L BE CONSIDERED AS PART U Tnf REQUIRED THREADED pENETRA!ION
<br />IN OR R TO A 33z INCREASE IN A.CWAf1Lt
<br />e, ORDER VERIFY 1RA7 ANCHORS ON MI5 PLED 4 TESTED WERE NOT OVER STO
<br />FCR WINO LOADS WAS ((Dt U"iEC. EN THEIR AW rS15 iASrNEPS SPACr/C '0 WOOD HAS BEEN G'FTRMMFD ,N r !) MNIMJw EDGE LNSr..µGE () LAc it:RE/•'S. iNTU WCIOG $HALL BE A5 I.OI.ATFD IN ^n.5 DRAWHG
<br />le %CFO,
<br />ACCORDANCE
<br />AcxRDANCE WITH N.D.s. 20a
<br />f C4' ML.AUM PENETRATION OF W BUSHING ALL 5 E : "4 .- C WS SH_k; o., MNNUM
<br />$TERM PµEL'S AOEWACY TIX2 WRAC? ATC� WEND RfSISTAN _E HAS BEET: VER,FtED IN ACCOROANCf, W.n SECTION I6c9.t 2 Cr 7 WOOD 9E ! r 1 _RE , USE(: BE ` tl? L.
<br />-ST XI,T µn " MINIMUM FOR WALLS
<br />W M NIT i � PER r S,=OLI C , JCCO E _ ., Au_ S UCCU
<br />THE ,,TtONED ° A RAN Ln FLORIDAF CFI E • 4 U' - I MCI D 19 0 -O9 : E ABOVE YE CODE ET6Cµ ES LAB 01 SOUTH OA REPC'RTS C C 2 A: %U
<br />X
<br />PEPA i µ, PAl R N T T,NO UfH E URVJA I PORT - AS PER
<br />E SSTD !2-99 a STAR C J30-02 S ANQARDS. L E qA FS LAP 50 L :E ,,?3U IO C t
<br />R r E v - r. ' ,�i C 5) , .AST 'HAT PRECAST STONE. OR PRECAST
<br />µIs STUCCO OR, NW ;N Y _ IN
<br />[AS 2pI AND GAS-101 n,ROT'9COL5. µCI ns PER (ALCVUTK,NS PERFORMED IN ACCt]A:JµCE w/ iECnCW ,604 OF *HC WOOD BCMRCS iK < C k E G
<br />N N 111 i REACRF'C
<br />AN STRUCTURE , WALE.- ANCHORS SHALL 6E Lblti C OLG 0 REACH E M STRL7C U C BEHIND SUCH 'µELS
<br />FI',R,DA RUKDPNG COCF
<br />ANCHORAGE 5)NA.1 BE A5 MENEIpNFD IN !,' I) l 71 a C.4j
<br />,
<br />2 .L_ ALUMINUM EXiRVSgNS 10 BE 6063-1b K! `Y A IEMP[N (UNLESS OTHERWISE -NCO) SEC SHEET 2
<br />. I e A• 01 THE fJI I I IF ' 1D ANCHORS SITAR BE NSIALiD FOLLUWN, 1.. E HE':UMMENDATIIJFNS µLE wE.J ILP IONS (H Nf µf. ,ORS MµL At'VFER
<br />1 SHALL
<br />4 A• SHEET I Ai T( nHP ,' 4 Y S _JWNIIM - NRA USES _LnVRFS 4 .L LAVE 3 U5--HI AlO
<br />'H'"E B FµELS LAY ALSO BE NSALED HOFRONTALLr rrR _OWING NSTA;J,AT10N DETAILS YIOwN ON SECTION iwRO!,c 6 (SNk LETS 1
<br />RCAY.'n 5' _ CEP' CARDERS a SHAM NO BE USED
<br />`H rX THAT 1' NOT . AI iik1.- SHEET METAL PANELS `JNAIl HAVE STRUCTURAL QUALITY >1EET, 0.5TN 4-653 GRADE AG YI/<iYUY. 1-6(; GALVANIZED
<br />SICF_ DESIGNATION W/FlT= 922 tP (AFTER KELM) I I' SEAL. at ME RESPONSIBILITY OF THE CONTRACTOR TO VERIn THE SOUNDNESS Of THE STRVC1I WHERE SHRITIER IS TO BE
<br />ATTACHED TO INSURE PROPER ANCHORAGE THI! SHUTTTP SHkL OILY BE ATTACHED TL CONCRETE BLOCK OR WOOL FRAME
<br />s 41, SCREWS 70 BE STNNLESS STEEL 104 CAR 31F ASI SERIES OR CGPFEMON RCSS'µ7 COAIEU CARBON STEEL AS PER LAIN RI
<br />t T GII k, N I 'TRY T,1 YIA P r N I. DR.M I. r- - C I N
<br />SCti 19 W/ 5U . Ci: SIREN.. AND 90 A EE SIV > _MU µ0 5 J.0 COIN / F J l BJII"YG _UUY >F ILA
<br />4n [ S_ L EACH REGULAR STORM RAPE: NIDI LEHALL OVER 90'. PER SECTIONS, I ?, ♦ 5 6 AND ALTLTNNA71VE5 IOU, 3W IOU ON
<br />1-
<br />5, E To
<br />E IDLE'$ TO SHEETS 4 5, 6 k 7 RESPERNFLY, SHALL HAVE 4 LEGI(XS MO REALLY VISIBLE MAf..ING ,N57P,4:.TIM: OWNER OR TENANT TO
<br />eE AS7M A- So' GALVANIZED STEEL OR Anil 4T4 SERIC. S'AVft-E_SS SIEFL. WITH 36 ts: M_NMJy YELL, STRENGTH -ECVRE PANELS WITH APPI-CA E REINFORCEMENT DURING PERYCD$ OF HURRICANE WARNING
<br />7 AY I W H4 t -
<br />'r,LK7S o Mi 5 .L WE A$ FOLLOWS COMPONENT
<br />1 IN' t TI.` 1'RA:T ,R I r' I Al OI H-r H H N I 1 M1 TART IH THE > A. A /N CON C S U EA. W!L 5.4 t,(N;ES w •t REMAIN N ..,M I v,L, CLAN W
<br />H' T T UI Mr T PR N W RAIN N11(US 4N L B lD U EYE NU/
<br />,p
<br />-) POUR-IDCHORS
<br />- /4'0F,TA
<br />1/A•P TAP(:ON ANCHORS A5 MANVFAC?f IRED BY 17W EIVII.UEX. INC (Yin I<:,31 N:' Pe..) 1? $TD,lN r'µE1 INS:AWtUN SMALL COMPLY WITH 5 E IHUe(:Ui_D W THIS DRAWING FI tS ANT Bwl`JP:G AND a: N',NG RE CJU:IONS
<br />AS
<br />I, 4' 0 . 7/0' CALK IN AY..HORS, AS MANUFACTURED PY DII W PROVIDED B, TIIL !UFH,OI;:TION WHERE PERMIT 'S WPIL LD TO
<br />- , I -. , 3/4- SOLID.. SET ANCHORS. AL tJISIRIFI BY NI RLh117 SCREW, BOLT IF SPECALIY CO
<br />i ,PANEL: .. (a) TITS PRODUCT CVALUAI DOCUMENT LF E 0 ) FREFARIC BY THIS ENGINEER 1S GENCmC µC DOES NC^ Fp,,. E INrARWIKTI
<br />/t. 1Li PANEL WTE rEMAE ,O a ?µEL MATE P,-JS ANCHORS. AS 4ANUCAGTURCU By ELC() CONS'Rvi,1KW PRODUCTS FOR n SITE SPECIES P4JVEC', •v WHERE ME ST EONOITK)N$ UC-1+',ATC FROM THE PED
<br />14 ATF I
<br />. 1 4.1 AWC NA' IN ANC FCIR AS MANUFACTURED BY ^ i :N[
<br />/ ZvEWAI 'R t, iM i' 1 IR' F "f in P �r
<br />6'. C�FJ AC10R C 9i RESPONSIBLE Ft Ft E SFLEC 0.. VI ChrSC µLA NS1AL•A'IUN MYI..'FdNG J SAFFT'Y IS RCL'^ _ ( ON$ E �
<br />BASE/ ON THIS PEO PROVIDED NE/SHf EKES NOT DI FROM THE CONL41'ONS LRTA Ee DY IH,' rKKUMENi
<br />A 11 MINIMUM EMBEDMENT 1-C). ANCNGRS IT:tA POURED COtX.RETE SHALL BE t 3j+'. 2 TOR CLCO F-ANELNAT[ AYE' CONSTR,JCTION %SETT AT SITE S THE CONTRACTORS RESFUNSILBILIET
<br />• /A' rnR 2AAMIC NNISN 4NC#.`JRS
<br />tL
<br />(Tl THS PROOLC., EV.LJAEON DOCUI WLL BE r7311510EREO RNAUD IF MGDJIEL
<br />All -�SFi EM 6F 7 III THE POURED CONCRfTL' NO 4iTEDMCNI INTO
<br />2 GAD,- M a $DUD ATKNOP.S SHA :. 9C BEO D b O E C,UHt E U
<br />I ' RM T'- 1 !' . 0 W' 1 M 1 I MINNYUN H f11 X.1 ,'Ic -
<br />$UCLU SHALL BE Pf 1 EU ? SCREWS 15f0 SHALL RE ' LONG SHOULD $TLIC,_ C IS P VAF AR Y A f REGISTERED "Hr'
<br />! /. (C) SITE SPEC TF' Ra1{..- SHALL Br .P ED B I ORIpA ER$ EFW ENGINEER OR aT,. 1 EI,T WINIGH WILL B[COME Pk
<br />ANCII 1' MINIMUM FOR WALLS WTI, NO STUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W10 LEAF, ENGINEER OF REC.,F,C (E U R) FOR THE PROJECT ANU WHO WILL BE RESPONSIBLE FUR ME
<br />BUT WITH WING NUTS PROPER USE nF ,HE F` E E;EfAC AFEFP of RECORD, ACTING AS A OCLFGAtEU FNiT!NEFR TO tW_
<br />-1E 0 ENGINEI 'S ER. SFU IAEPIT TA LA -N5 I tEP THE 31TE SPECIFIC CiAWNGS FOR REVIEW
<br />A!) IN CASE YHA? tt(E CAST STONE. PREGSI CONCRETE PANELS, PAVERS, STUCCO OR VICgD BOARDS BE Ftr,NO .)N THE
<br />EXI"NC WALL OR FLOOR, AdCHtXi SHNI BE IOTA, _WA/GI, ILA REACH ME WIN STRUCTURE BEHIND SJCH PANELS t-t TH:5 PE SHHL BAN ILL LATE AND I)RII.INAL SEAL AND iMNA•JRE OF THE PROECS'K)NAL
<br />µCHOPAFIE SHAM RE AS MENH(NXEP IN AI) µC IN A2). ENGINEER OF RECORD THAT PREPAREU 'T
<br />18) O CSTINY .lOG!( W+AL AsTM_G-9D ,4 SHUT,ER MAIUTAC"REP'S LABE:. SHALL BE LOCATE[ CAN A PEADILY VISIBLE LOCATON AT STORM
<br />_4QM:.RFjL PANE: SH',.TTEA IN ACCGRaAWE WITH SECrpN 1 709 9 2 OF FLORIDA BOLD W, CODE ONE LABEL
<br />.4- a TAPCON ANCMTJRS AS MANIOACTVREO BY I I W RUtltA,,. INC. 'HALL
<br />SE PLACED FOR EVERr, Y OPENING LABSUNF,, TO rMPLI WRH SECne. I'I)P93 ,11M F E
<br />Ir4' e . T!6' TALK -IN ANCHORS. A� MANUFACTJREC BY DEWALI. :NC rLOWOA BUILDING COOL
<br />l/4"/ X 3,/4' SOLE%,-5EI ANCHORS, AS OMTREE;VnfU BY A1. POINT SCREW, BOLT a SPLCIAI CO
<br />t1+ ID PANE!MATE FTWLE ID µ0 PµELWTE PLUS ANC,DR AS MANUFACTURED BY [.LCC CO 'Y QCTKA PRO(JN Ill llff.ff
<br />I/4" A :AL[A` NAILIN ANCHORS, AS MANUFACTURED Br DEWALT, m1f
<br />��.I�,x�E ;•T/(�/
<br />"''•`�t.
<br />4'I M,NIMLM EMBEDMENT Dr' TARCON ANCHORS, FEW PµCLMATES AND ZAMAC NALN ANCHOR -'Nip ME I fF'�\DENF7`�
<br />dLDCN :,NET yw.L BE , ,!4• BUILDING CODE (Non High VelocityHurricone Zane
<br />TunFLORIDA
<br />1.
<br />4N Ca IN a SOLD SE_ ANCHOR' slv.L'_ BE EMBEDDED 1/B' INTO ME CONCRETE NOCM vNIT ,,A CA DOEr1'6ate44 P'P'0 ,•.rt`O w'c 24 GAGE GALVANIZED STEEL STORM PANEL .-e,
<br />'/Z'
<br />-AN'
<br />STJCC.O $HAl BC P(RMII EG 1/4' I ID SCREWS USE/ 571AL. BE LONG MNIMW 5 7JIL, �?kto f+$T *- _Y / /�.
<br />" MINIMUM FCR WALLS Wn. NO > L•CC° STATE/1ECOt«C `.GLOBAL PROTECTION PRODUCTS. LLC. °' al4='O'
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<br />NOTES, 2
<br />F FLORIDA BUILDING CODE (Non High YaloelI HunIcone Zone L Ii .-•, is FLORIDA BUILDING CODE Non NI h Velocity Hurricone Zone) NOTE FOR COMBINATION ➢f_ N5: 2111,'• E.
<br />fL0W10A BUILDING CODE (Non Ni h Valoelty Murr)eane Zone
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