(SEE SECTIONS ON SHEETS 17, is, i4'.
<br />MAX. SA/17, iA/17 SA/ta, ffiBjfi +Bft7, S9/it 3"
<br />N, SAW/t4, lAw/,9 a $Aw/2D t t 7mNl+a a ZOW/20 T'
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<br />3M117, 5A/1a Yrc NR Ia tSt a TiD71 P1,8Y 3�/It. 40/17, DB//0. 3• MIAX
<br />1' MIN. IM.Wf19, 3AWlT9 a $AW/2) WNII% RW MN/20 a Wf20 1- NIN.I
<br />._._._ANCHORS (SEE SECTIONS ON SHEETS 17. 16, 19 a. 20)-._ -----__.".
<br />QPTiQN &2 FOR UEE SAFETY STORM F-AMELCO, E Y TA ION
<br />SOME 3/I6--I' 1/1• wx iYV
<br />SECTION A —A
<br />SCALE spec-1'.
<br />MAXIMUM A.S.D. I
<br />Max. PANEL LENGTH
<br />DESIGN PRESSURE
<br />L (ft)
<br />MINIMUM SEPARATION PANEL
<br />RATING (p.a.f.)
<br />(SEE SECTIONS)
<br />TO GLASS CONDITION
<br />+55,0, -72.0
<br />W-g"
<br />2 3/4' UNBOLTED
<br />INSTAi! ATION DETAILS FOR QPTION #2 Fit R UEE SAFETY STORM PANEL SYSTEM
<br />1NTQ EXISTING Y�000- UCT—U TES
<br />9
<br />t'
<br />lffi1CKR f LEADER I :I-.. wOW HEADER YIBOD HEADER
<br />•r�WiIREO d
<br />i0 T WIRED' 1
<br />Real RED
<br />I i
<br />i Q I TAPWN O 8. O.0 1 4"A TAPC O' / ON
<br />$ O.C. t +'Y TAPCON ` O. Al $ C.
<br />t _ "`� t l 2' MrN: TNREADF31 - 1 ' -W(�Jt ITN. T(READFD � 1 t 2 MIN. T(IR %'
<br />JJ FADED """WA' "
<br />E 1
<br />p MIN. f 1 a THREADED
<br />T AT a REFNETRA ON wDW PCM)EIR R0N AT VIWO AT ' `� PENEIAAnON WD10 N POAE(RARp T
<br />j. 1 A WIND
<br />II'
<br />ierADER t#FACER f HEADER .l Fu;'AOER
<br />l �`} ', t
<br />}
<br />r`Im Bali) I
<br />4" ,/2a. t 1/2. 1 2t
<br />Naa. u .
<br />2' /2 1
<br />I S 1
<br />1 r' @. x°2 t i J
<br />1 i . i
<br />k 3 f 1
<br />I
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<br />i I � G I as ��I+vMItsN
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<br />t' fAO.. cws (E sastuea - 'L' iac -- (SEE �TeDIAE -
<br />PNIFL LETIGIFI ON 9UiT Ito PANEL LENGTH TO !nw 10
<br />1 Mex
<br />t NOTE. 1 2' Nm
<br />) SEE NOTE 1
<br />Ukt. SN9AkOliN I � ,� vANEL LENGTH I N6*. #S�tiKW I. I ( �l0'A) 1
<br />, PANEL IiNGFTI
<br />I
<br />I3rE NOTE I BELOW) � � .{ { I - (SEE NOTE , BEIJ7N7
<br />oK SF$ET tA) a //4'i-7Q�1 . '.`...,._..,_.-.«_.... ' REEF tbt T/4•f-iQcT•� y k
<br />{ - S.S u.s. wf , SS. U.S. W7-
<br />!
<br />I 7/" tl A 3/3Z
<br />NUT �NG
<br />I
<br />I
<br />i f
<br />T.._�-.-•.-,+,{'•�. MIDWiDTH FE RA7EL-_:141/..._,_
<br />IPENETRATTON AT z......:_.�.:..._......-. t
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<br />:I " CUNT. 1 CONT. I ' -z• - - ; :It-s-aA3/4'S.S. NS. W/ I `• __ 1. 17 t1 - 0A3/43.5 MS, W/
<br />'WAS4M/3E
<br />FYa x 3/32' WING IATT i( !„ Ile* x } 3a• A'gNi L - il.: _/"-a3 a 1 PIING HUi L _ III : NOT
<br />- 71 J / Yu9Hpa TA r n (BEYOND)
<br />WASTER (fIEYDND)
<br />WASHER O t2 7n' O.C. I:I NUT YNAS}RR (BEYOND) - I` •a C - O
<br />4 rAPcbN a B oc
<br />-'1 1'AY iAPCON O $" O.C. 1 4'i TAPOM O "' O.C. -
<br />``3TAGGtRED W/ STUD) 1 ___�57AaEAEO W/ STUD`) ��' if; P 1. i I(i •'
<br />11oN AT MREAM
<br />W/1 1n- MRL THREADED , f: i. w//, In MN. T1aTFAOW 1t DF PU7E ✓ s__a -;. _
<br />€'
<br />9'ENETW,IDWIDTH
<br />TW,1 AT YWMDTH ,F.- Pf7ETflATCI1 AT WOW10TH •
<br />OF PLATE OF PLATE WOOD PLATEtom•--_�WD"kPLA�
<br />�
<br />__,_„ PLATE PLATE UPI
<br />I OL,KIEO ��}UHTiN(; Y3�.��{ 7iONWALL WMI L esrt_Tla
<br />WALL M`,O�U�.{3����,1{N�•4ryM1II TA TION WALL MOUNTING LNStAL I aTI(S,I �LTE�y� Z�'�Y R PANEL
<br />�L.I£RLIAT4i+E BAW MiyL , NAB $$W �*E S/B"--1" 0 LIFE SI�EiS`, PANEL
<br />O REGU PANEL O LIFE *AFEtY PANEL SCALE A/e-1,
<br />SCALE3/8"-1' SCALE 31801` � N., Tkii
<br />t. ONLY ' " M'Y FLORIDA BUILDINGCODE, (High V$( Ii rr FLORIDA .H DO Hu IGOTM Zone)
<br />NSTALUTWNS.ARE VALID FOR BUILOHGS PATH AS.b. DL3YGFN LDA.OS
<br />-.
<br />UP TD+ 7 P T - • SS,S a.0 P$F A� AMEL"S LENGTH UP D B $" , LEN ... TL1EW ANC AOnaa
<br />is0. 4 j s 20 GAGE GALVANIZED STEEL SCORN PANEL
<br />WANK or.,
<br />a. FOR NEW KYSW FRN:E GaN•tYRUDTxT+? DODO MEMBERS 70 BE SOUTHERN = Y" -`} w,.
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF OM OR EOtbLL. S TR : -•'• :
<br />OL08AL PROTECTION PRODUCTS, LLC.
<br />= Q• gTA +_ �- > C1 —0....
<br />�1"l
<br />- C.
<br />f l � � Y V BMW SYM bt 57"EER
<br />PI`•n n>-k 1AW9. 32M�Y rtMITFL4d[aS.'
<br />~M iu iNkl lwkbtla7 2G-17✓;-
<br />nAN9ra
<br />IIIIHM NP.G CA-0TAUT a ,n A•. w A- Yb:
<br />ULM
<br />YMLIEA A tl.I1T a'.. P.E. Mx el-w
<br />N1 7 SHUT
<br />7APCON ANCHORS
<br />O.C,
<br />POURED CONE
<br />OR CONCRETE
<br />BLOCK REQUIRED 1 '•
<br />i
<br />, anNa,a aN
<br />( a14Fr ta)
<br />_..fit• TAPCIDN ANCHORS lr4• TAPCef ANCHORS
<br />O 9. O.C.
<br />URE� ti POURED POCONCRETE
<br />f METE, OR COD CONCRETE
<br />OR BLOCK REOIMRED ( S BLOCK REQUIRED I
<br />t/�4-{_-
<br />ED,t Lo • I ' co,•
<br />' J
<br />3/3i' WINO NUT
<br />L WAfi9iER O 12 1/2r IDA,
<br />I .:._. i fa- 7APCON ANCFIPSRS
<br />+ •'- W t if2' O.C.
<br />(9tAOREREb Wf sTIiO)
<br />RWEOUW "MRSTE
<br />WALL OUNLING INSI,54LA'IiON
<br />SCALE aje•_,'`
<br />0 w:. SFMMIiw. o .
<br />�I
<br />dT
<br />1xiaY ,m
<br />FayA MByP4A._..+ r I �
<br />��.r�/ •mil { - $•
<br />EO•
<br />{
<br />1(4 TAPCON ANCMQR6
<br />(STAOOFAED Wf S'RW)
<br />...„..._r'Y7URED CONCRETE
<br />OR CONCRETE Bwek
<br />REOUBEb
<br />1NALL I1S�U�jI i IN,StAUA?1W
<br />SECTION 3B
<br />SCALE
<br />SEE
<br />_ ANCHOR Ift _ILA••
<br />SEE MF 19 IT 10 FOR ANCHORS W TYPE k
<br />FR.Ai1NG FOR aPdIN3ATIONS INTO WOOD
<br />ELITES $IIIDNO. 2fiRi SP,,EiIB pe} l
<br />NBOMUN ANp10R SPMZ24 AND 4%]JU N
<br />LODE obTAGCF ARE awK•A,ED ON TN6 4mlatbbu txe,M;04 a
<br />Si7EOLU FOR ED. UM THAN INDICATED ON tA1ARAN S7+'aW el,sA pn$ 3
<br />SCHEDULE REDUCE ANCHOR SW%IW BY
<br />NIATIPLYINO SPACING SHM ON SARDDLE ARLt1i, EJt OI"wv,1 RICIOIr
<br />BY THE FOUjONM FACTORS. FOR TRS
<br />OPMTIO1 TO 1K PQSSIMUL P,FDIJCED
<br />SPACING OBWNEO ONO FACTOR SHILL HOT BE LE95 THIN MIN wIM %PAGING INMCvw
<br />FOR v4M MOCK TYFr ON IT" swexAE
<br />1' TAPCON ANCHORS
<br />9. O C•
<br />1' TAPCON ANCHORS
<br />9. O C•
<br />i
<br />m
<br />R
<br />J
<br />I
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<br />1
<br />i
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<br />i
<br />I
<br />Ep
<br />tja••-2a431t'x9. us, tl --., i 11+•►•-2a�
<br />r T/$ ax3f32' WING IOTA wAWASHER
<br />D 12 1jz• O.C. (BEYDID)
<br />TAPCON ANCHM t v , A' TAPCON
<br />� + I f2• a.C.
<br />O + Tn' O.C.
<br />WNOREtECIE
<br />tE�BI.GCK
<br />REOIUARED REQUIRED
<br />WALL MOUNTING LNSTAL notj IAQVN71NO INSTALLATION
<br />S IG fA SECTION aB
<br />2HECEL �_jj�_SeFETY PANEL
<br />SCALE 3/8'-1, SCALE 3/13'-1"
<br />WINGWING O wj
<br />NUT IVAS'IER
<br />INUALLATI9N DETAILS FQR 000 #2 FQR LIFE SAFETY STORM PANEL SYSTEM
<br />TO EXISTNG W900 STRUCTURES
<br />I �V iyy11 Iy f 1
<br />,° 7731I #j4
<br />) i{�
<br />,. a
<br />f
<br />I f 4°i TAPCON $' O G.
<br />tt "�'_-0 PCO O _ I d"P TAPCON O B' O,C.
<br />1 2. lN. 7H is
<br />M RFADEO , i / / 1 THRFWED
<br />1 `t
<br />PEA AT WOOD. •t JJ
<br />} 1 'AWN F'ENtTRARON AT WOOD { { P
<br />I HEDER
<br />ADER HEADER
<br />i. r )
<br />NOA
<br />WOW HEADER WOOD HEADER '#12'
<br />" -
<br />REOUIREO REOUREO i I
<br />i 1
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<br />ai
<br />!
<br />tpt �PW.AT9N
<br />ON
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<br />f _ _
<br />SONEDIALPANEL LFNCTM `... A'� PANEL LENGTH
<br />E%IS'fRRG on (SEE NOTE I SCLOWJ: 1/+•i-20a1` ' 1
<br />` _ 1 � (SEE HOTS 1 BEL
<br />-._
<br />GLA4S SS. M.S. W- .. AW)
<br />i 7 '• x
<br />•.'ril- WINO NUT
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<br />t'
<br />+
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<br />I
<br />�- e, l7/b"• A 3/32' WIND NU7 lr .7/""a x 3/32' WIND Atli
<br />4'x4• WOOD,PUtE 2"z4' W000 PLATE •,
<br />MASHER O 8 t/A' O.C. ISOLATED ,.. Elf WASHER O (BEYOND)
<br />REgUIRED •'-.I
<br />tE
<br />/14-1D PNIELMATE PL�i,aS i'' _„},F, ,L f(! #14-10 PANELMATE
<br />O b 1/4. O.C. W/t 7/$ .:. 4 I O B 1 j4' O.C, W 1 7$
<br />MN. THRFAAEO PE1fE(RADON i i 1 MN. THFtFA0E0 ROT( I
<br />A7 M/OWION OF PLAIT - AT WOMOTH OF PLATE Z
<br />k • ,
<br />WAAi l MOE,tRNC 1NSTAUMON WALL AtOLiNTLNts INSTALLATION
<br />REGULAR L"+AA':c1N,�i�� AL7ATIYE L1BW
<br />-.
<br />k S"
<br />•� 4
<br />SCALE & $`�)' ">1"
<br />/ '$` ' SCALE
<br />FLORIDA BUILDING 'l. LOIN CODE Ht iT V$)aaii UrA)Gon$ Zone)
<br />iLG�S 416E '. •8oi4T#.YcDT..W4 F.P..
<br />_ hIO 4 _ 20 GAGE GALVANIZED STEEL STORM PANEL DANWt BY:
<br />1, INSINUATIONS ARE ONLY VALID FOR BUILDINGS WRH ASD. DESMiM, LOADS
<br />UP TO w55.5,. -72"0 PSF AND PANEL'S LENGTH UP t'4 B'-$" *' A,(g ,.rC .. =, - '.-.._� j ..•. Irr 47/1A/on
<br />VC- ^._�-.._ !A� PROTECTION PRODUC7r U.C.
<br />}�
<br />2 FOR NEW (MOOD FRAME CONSTRUCTION: WIND MEMBERS TO BE SOUTHERN S'0.�3''- l i• E C. C1 LMC.
<br />4WD IN. St STREET
<br />TINE , a, Wj SPECIFIC DENSITY OF O.SS OR EQUAL +i ',A t) }�.•' TILRT' 4e N rxWPANY WME FL. U314
<br />' r C'' •• •• •• Qt na: t1tlA ar. aaS. f}sw. a4a0a n. n+r MOIL t (0.R�-B7at
<br />OL•OI`k PeAltlea- BR4 FAx: 20-176
<br />wR ,M. Pssxal a.x w Pee•m+ OtlTG Kx:
<br />AAAJ1Jlf
<br />11it{Nt ffN,/9Q4,1Iifff/OATE OS-BCUfr1i9 rrt
<br />AYIL7iR A TWIT � P.F.
<br />44t _ _ - AwiT la a m
<br />INSTALLATION
<br />INTO EX:ISIINrz
<br />QUAILS EQ0
<br />EMU
<br />QPTION #2 FOR UEE SAFM STORM
<br />CONCRETE OR COME 600 STRUCTURES
<br />PANEL 5YSTEM
<br />TAPCON ANCHORS
<br />i,L#" TAPCON MCWRS
<br />A,C,
<br />POURED 1:0F1CRETE 1�`
<br />POURED CONCRETE
<br />OR CONCRETE BLOCK :i
<br />REDUiRED S
<br />OR CONCRETE NOW .
<br />REOUCUON I
<br />E. I+
<br />f
<br />CONT
<br />1" sal
<br />N.ASa M
<br />t-
<br />m
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<br />�+y
<br />{
<br />`/w Oka KN
<br />1
<br />9
<br />!
<br />'
<br />I
<br />r I
<br />?, t#-10'i PNiEIAtAit PINS w/
<br />_-_�j$':
<br />/1+-•tO"A PANEUAATE PLUS W/
<br />""Tijd"'e
<br />3f32' WNa NUr
<br />WA@FIEfi
<br />x 3/32` WING M(ft
<br />(BEYDNC)
<br />WASHER
<br />_ .,_RED CONCRETE
<br />OR CONCRETE BLOCK
<br />tF7'E
<br />REOUIRM
<br />T L ►dO�f�]_NG INSTA LATiON
<br />CON{^ BTCC4C.
<br />REQUIRED`
<br />WALL L+tM_ INSTAL (OONN
<br />1ECTION 5A
<br />4 R G AR PANEL
<br />SCALE 3/8'-I"
<br />SECTION SB
<br />O 4€E SA9 ETY MEL
<br />(TLilxiiiRl6/NNN. SCALE
<br />SEE 10 k 20 FOR STINOA
<br />NOW T'�
<br />TOP an
<br />PR11&tE
<br />10 F 0o
<br />SPAOND FOR a$rP+TASiBl6 INTO WOOD
<br />1b« A)IOax1 aPAaI„ M)
<br />3
<br />S
<br />MINRIVM NfCNIOR SPADM45 ANp MRAYUY
<br />ww 06RLIaICE AAE R1;ffi 7 CN 7195
<br />`tnw asAAM Cavr: D'J
<br />J
<br />3
<br />SCHEDL E FOR ED: LOSS THAN KKHCATET ON
<br />SC KMLU REDUCE ANCHOR SPACING BY
<br />1R 1.nPLT 10 SP cm SHOMH ON smm.
<br />B.a A•.I Oavxm mrt OA)
<br />3
<br />3 1 ja
<br />Amt$�. EIa am Goat]
<br />RFL90R
<br />BY THE FOLLONIINO FA TOM FOR TIPS
<br />OPERAT" 10 BE PQMLF.REDLICIED
<br />I /2-
<br />is „
<br />---
<br />--- r
<br />-
<br />PAW tm
<br />SPAC34 OBTAINED t6iW FACTOR SHOAL NOT
<br />HE L£1S-THAN WWMuu SPADMO-NOIDULDFOR EACH A40M TOE ON THIS SCHOWLE
<br />rt •
<br />- -
<br />CODE
<br />GENERAL. AKMS- V ID - cTrtIII PANEL MEN
<br />1. E-2 HANG STORM PANEL SHOWN ON. THIS PRODUCT EVALUATION DOCUMENT (P.ED-) HAS SEEN VERIFIED PAIR COMPLIANCE IN 8.1) k"MIALM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE tO a PAWLMATE. PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (7th EDNWN) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4•.
<br />DESIGN WIN LOADS 5 R 1520 0 FILL 8E DETERMINED AS PER SECTIONOF THE ABOVE b B. MIN ALL MENTIONED CODE. 1 EM Ot 1
<br />X 7 K-N ) BEDiaENt 1 /$ CAL I ANCHORS SHALL BE S 7fd'. 0{fO CONCRETE.
<br />FORA WIND SPEED A5 R T H REQUIRED BY tiE JURISDICTION W THESE t11'T WILL � N ERE SHUTTERS ! 5'TALLED AN Nq I:MBEOMENT INTO ANY SH MAT
<br />EM FINISH ERIAL 7T5(fAt SHALL BE PERMITTED.
<br />FOR F U 7-
<br />0 ACTOR KCATED . SING AS 9B AND SHALL NbT EXCEED` THE MA)IIMIIM (AS.O,} 1f4• 0-20 BOLTS USED SHALL BE LONG ENOUGH(SHOULII ANY FTN1St1 MATERML EX#ST) TO
<br />2 " IQ ANCHORS,
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2S a 26. ENGAGE 314" INTO ANCHOflS.
<br />IN OMER T VERIFY
<br />D VERI THE ABOVE CONDTNON ULTIMATE DESIGN WIND LOADS MI P. -7 ES DETERMINED PER ASCE 7 $
<br />SHALL. BE FIRST REDUCED TO A.S.O. DE... WIND Y MULTIPLYING SIGN 6.QADS B THEM BY 0." IN OROM TO B. ' i DER 3 N THAT
<br />STONE OR PR P ) PRECAST CONCRETE RINSES B FOUND THE 6
<br />ANCHORS SHALL L
<br />TO COMPARE THESE Wl MAX. (AS.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 23 a 26. ANCHORS SHALL BE LONG ENOUGH TO REACH THE IN.VN STRUCTURE BEHIND S(iGTN PANt3S, ANCJlORAGE
<br />SHALL BE. AS MENTIONED IN &I) AND IN B.2).
<br />IN ORDER TO VERIFY WERE NOT OVER STRESSED, A INCREASE
<br />AND ANCHORS ON THIS PANS
<br />.TESTEDFAST
<br />N LOW WIND T I ALLOWABLE STRESS FOR f.D LOADS WAS USED N THEIR ANAL t5. FASTENERS SPACING
<br />FOR WIND LOADS ANALYSIS.
<br />YS A5TE S S NG ¢WOOD HAS BEEN
<br />BEEN
<br />DETERMINED IN ACCORDANCE WITH N.D.S.. 2075 (C) ANCHORS SHALL BE. INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND VECIFIOAT(ONS OF THE ANCHORS
<br />MANUFACTUREti.
<br />PA
<br />NEL'S AHEL'S ADEQI)AC^f FOR IMPACT AND FATIGUE RESISTANCEI B F N 1A5 BEEN VERIFIED ACCORDANCE SECTION ifi B WITH 2 OF
<br />THE ABOV IT SHALL BE THE R T £ MENTIONED CODE AS PER FENESTRATION TESTING tABORATO INC.IN T 1 RESPONSIBILITY OF HE R T HEN RY. C REPORT / 2Q32. As PROTOCOLS AS-20 , NSiB9)iY CONTRACTOR O VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER
<br />TA5-Z02 AND TAS-203� IS TO BE AiTA„"HEO TO tNSURE PROPER AtiCtiORAGE. THIS SRiUTTER SHALL ONLY 8E ATTACHED TO CONCRETE, BLOCK
<br />2. THIS SYSTEM HAS BEEN DESIGNED i0 BE itdST41E0 ON THE OUTSIDE OF THE OPENING ACT:ESSNG TEkE OFPENIN¢ FROM THE OR WOOD FRAME SUILOiNGS,
<br />INSIDE W/O THE USE OF A LADDER OR LIT.: THIS APPLICATION IS VALID WHEN INSTALLATION 15 INTENDED TO BE PERFORMED 12. THE INSTALLATIONCDNITRACTOR IS TO SEAL/CAULK ALL. SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS
<br />THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WNO/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRICKS ALL MOUND FULL
<br />LENGTH.
<br />3. SERIES 1000 INStAUN 5 ATbAPPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED ro BE -
<br />PERFORMED FROMTHE INSIDE 0 -
<br />NOE F STRUCTURE 13 STORM PANEL NSTALIXRON MALL COMPLY WITH SPECS INDICATED N iN1s DRAWING FtilS ANY BUILDING AND 20tING
<br />REGULATIONS PRONDEB BY THE JURISDICTION WHERE PERMIT is APPLIED TO.
<br />t. SERIES ZWD INSTALLATION IS APPLICABLE 1D SINGLE AND DOUBLE HUNG AND HOHNONTAL 51lQERS SINES WINDOWS WHEN
<br />INSTALLATION i5 REWIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE 14. ATRIUM WINDOWS AND DOOt5, NC. E - Z HANG STORM PANEL SYSTEM- - IS PATENT PENDING.
<br />L
<br />S. ALL ALUMINUM T A _ 1}i EXTRUSIONS TO ".. T$ ALLOY AN TEMPER. LSE N 5 I 75 PftOT)U N B9 Q 1E E UNLESS OTHERWISE pYEO Ct EVALUATIO DOCUMENT .E.D. PREPARED` THIS I ( ) () D 8Y 1$ Et�Ni'ER S AND NOT P (P ) iLF3FERIO DOES 0 RGJIOE
<br />INFORMATION FOR S i A SITE PFO FTC PROJECT, i.e. WHERE THE SIZE CONDITIONS DEVIATE FROM THE P_Ep-
<br />8. ALL ALUMINUM SHEET METAL USED Al CLOSURES SHALT, HAVE 3, DS-Eta pLL.DY.
<br />(h) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSFALLADON INCLUDING LIFE SAFETY OF
<br />7. EEL SHEET M DUALITY
<br />ALL 5T METAL PANELS SHALL :MINAS STRUCTURAL OUNJ STE ASTM A-853 GRADE 5D Min THIS T)I EL, , GALVANIZED STEEL PIPOUEI` BASED ON $ P..D. PROVIDER HE/SHE
<br />T E ONES NO t)1. N FISH DEVIATE FROM E CONDITIONS DETAILED ON
<br />DESIGNATION W - 88.5 IKSI THIS
<br />AFTER ROLLED . 15 DOCUMENT, CONSTRUCTION SAFETY AT E t5 /Fl ( ) 5tI THE 0tXMTRAC'1UR'S RES.PONS(B,1JTY,
<br />B. ALL SCREWS TO BE STAINLESS STEEL 3+ OR 316 AISI SERIES OR CORRL1510W RESISTANT COATED CARBON STEEL AS PER DIN (a) 7H5 PRODUCT EVALUATION DOCUMENT WILL 8E CqN7DERED INVALID IF
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<br />50018 W' SO Hai YIELD N H D GO kW TENSILE STRENGTH Y t 1 STYtE GF AND 1ENSL ENGTH &SHALL COMPLY W FLDR DA BUILDING CODE SECTION 2411.3.3.4,
<br />1
<br />(c) SITE SPECIFIC PROEETS HN1 BEPREPAREDBy FLORIDA ARCHITECT H 1 ARC 1E WHICH WLL
<br />BE
<br />S. BOLTS TO 8E IIS'TMN A-3D7 GALVANIZEDAS O THE R STEER, OR 304 SERIES SfA)NLESS STEEL, WIPE 3$ Mai MiN}MUM YIELD STRENGTH. BECOME EIROINE£ Cif' RECORD ,OAR. SHE PROJECTREGISTEREDWHO WILL ES
<br />USE OF THE POE O" ENGINEER OF RECORD. ACTING AS A DELE'OATEQ ENGINEER TO TI E PPO.E.D. ENGINEER, SNMtl1PFJr
<br />10, ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW
<br />f,^u`dCpETE+.
<br />AND OR,OINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER Of
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<br />- %t14-TO PANELMATE F'EAVrtE ID $ PANF1.MAiE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />ACCORDANCE WITH SECTION 1709.9.3 OFFLORIDA BUILDNBEL G CODE, ONE LASHAD" BE PERKED FOR EVERY OPENING.
<br />(i'c-3350
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<br />At) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SWILL BE 1 3/4• AND 2- FOR PANELMATE
<br />FEMALE 10 a PANELMATE PLUS.
<br />A2) MINIMUM EMBEDMENT OF 1/4-0 X 7/8' CAL( -IN ANCHORS SHALL. BE IS 7/6- INTO CONCRETE, NO EMBEDMENT INTO
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