|
lr ice J,1.7,IF
<br />MAMMUM ISO:
<br />�MX� pR
<br />Mar. L�f
<br />,yJMgi' g p,�p�9rON
<br />�
<br />6, 8L_
<br />►PPtJR*6f[ '#Y!
<br />aA7M0, Rs,f':
<br />(SEEo�SEI
<br />6iA55'
<br />CONPN
<br />ae6.0. -73.3
<br />7n" mt LE a
<br />2' $/1B'
<br />ROUND .
<br />V, W, X. 1' W, -
<br />2"$ k 3'W
<br />+96.0. -73.5
<br />70' OR LESS
<br />2 va-
<br />aLI'm "
<br />I a• k 4W
<br />' RATITES 1F/ 1 -�» 4� 4,5, M•S. a WINUNUT AT OVOW k 4OR OF PANEL LENGTH.
<br />UNF/$IMRED' #'PAt1EL
<br />--MAI. A
<br />•1: T ,L :nr
<br />APREI
<br />iUfKtgA ANl3ibI9 .4i EPIY E- D.: 3 LJ?' .,.
<br />a-'MN11F
<br />aiIIMUM,L'f#0
<br />'LOROrH - (NM)
<br />C'R--. 1
<br />YAPfXINB'.
<br />GNX-HX
<br />PAINO.MM7N F'HMiE-rd
<br />i1ANBI4ME PU75..
<br />TO 4 YE'
<br />TO Isp+.A'I9E7E
<br />TO NTgM.RE1E
<br />tO g0N4,11liE
<br />t2"
<br />N/A
<br />I
<br />N/A
<br />Ir
<br />N/A
<br />72'...
<br />N/A
<br />1' & 2' (TOP)
<br />,Dr
<br />3.
<br />1.
<br />4.
<br />1.
<br />,e
<br />TBOTTOM)
<br />' BBUI, -75.3
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />-
<br />12 1/2"
<br />IT"
<br />2' (sat1OM.}
<br />70' OR LESS
<br />7•
<br />N/A
<br />6-1/2'
<br />N/A.
<br />A 1/2"
<br />N/A
<br />4 1/2'
<br />NIA
<br />3' (TOP)...
<br />12•
<br />N/A
<br />12'...
<br />N/A
<br />- 2 1/2'
<br />N/A
<br />9 1/2"
<br />N/A
<br />3' (BOTNM)
<br />12"
<br />N/A
<br />12"
<br />N/A
<br />12'
<br />MY/A
<br />T2"
<br />N/A
<br />4- ([DP)..
<br />12'
<br />B`
<br />IS'
<br />9 1/2•
<br />12`
<br />11.
<br />1,E''
<br />t1'
<br />A- (BOTTOM)
<br />* LEi M TO wo 04.1, ASJ7. DESIGN PAESSUXeE RATING,.
<br />A SEE SHEET 28 FAR ANCHORS TYPE. & SPACING FNXN INSTALLATIONS INTO MOOD
<br />mom MOTOR 6PACIk'S AND 'MINIMUM tm GSTANCE ME VOWED ON .THIS
<br />" MR Lm LESS THAN tNO1om ON SCHIS M.E moot momit VAOM
<br />By 4R4.TM,YIN6 SPICWD SAGAN ON SCHEDULE W HMS MAAWw1G FN:YORS, Mik
<br />THIS 9PLRATION TO BE POSSIBLE, #TSAKED SMOMO MOWED USING PAL'R$P SHALI
<br />l MMIOII SPACING I IMMIFD FOB EACH ANCHOR TYPE At
<br />-
<br />A DIM TINT
<br />T/41
<br />1f4Y
<br />T/44
<br />T/a+a
<br />iiPlrLt1
<br />PAIPalaaZ
<br />lY1S-rE
<br />M'p..NNRHgM SPAIMI 00
<br />3
<br />`3
<br />3
<br />1112
<br />hw VA mN* #A)
<br />3
<br />3 ,/1
<br />3 ,!t
<br />4 ..
<br />FILER
<br />_. NORIO
<br />1t
<br />-
<br />3• -
<br />.Gala
<br />i.m
<br />.!0
<br />2.
<br />444,
<br />T
<br />•i• REWIRES MAA DISTANCE BETWEEN BOTTOM OF PANEL 11i Tom,
<br />Am 0 TO BE, in• MIA
<br />V,14
<br />++ RCS Mar. 0wmm BETWEEN BOTTOM OF PANELAM ® TO BE r36• ,
<br />(sE 1/zwt°) ..
<br />(TOTAL WID" - - - ..... -„.
<br />:,-.TILL'.
<br />1.260r SS SSW RMVTm
<br />T/4• (tYP,)-.-.- -._-.- I t - t I .37 ' :725;,,r% 1 1 10 ANGLE 0 0 1/4•
<br />9 EBB' / \ 3�D'
<br />01T" N
<br />i 1 G
<br />OIaA14 )
<br />I f
<br />I E ,
<br />Lmft
<br />6' .er g.. ^34,0-t.01Yi CAVII
<br />EDGE }_
<br />_ _ _ST
<br />L".
<br />a -A
<br />-- GETA44 i w. 2 pOIY'
<br />PANOLS . �
<br />raw LEFT TO "m W/ 1/2"'LED
<br />AT 00 AT LEFT WE OF PANEL WHO HEADEit ,. Af+iQii W!ITFH4 Sam
<br />pi -
<br />PAWS 6V0AP
<br />.
<br />ET.
<br />S. rb
<br />T 407' P 6x5"
<br />133' x^
<br />ROk1NOED CORNER a EINOS OF PANEL'S I
<br />2.37e----, END UP W/ HEMMED EDGE.
<br />r .dst° I ;Os7' 0 lid-.E WASHER
<br />(Itt+i) `�' LIDS•-HTB4 ALUM. A1DY
<br />1'
<br />REV. `K* HUM
<br />0,024' W)
<br />GALVADZEYf STEEL-
<br />G37s• 0.250'A
<br />(n
<br />OR
<br />a2s"
<br />$ KE7 HOLE AT PANEL
<br />M' --
<br />1, ... ..I bREE 5f&E.1.8 FQR ApOnIDNN,
<br />( Air I L9ItAT' m IF SI:EE1'E NENOMI.6 r i s
<br />.tl 1, µ T25' SI '- Omy WJm FOR RSMLu+9M 100
<br />MEEL�L;NrYii�1 2 1w!J ) _ (31M',) N .H�'- wow SIRUCIVRES.
<br />9Erio�4au=:= 24 3.7SD"
<br />�-�J�J�j''''t''� �. 4
<br />wow R '\.:.,/..-.....} ;" MIN, MO 5 ,_
<br />Ty SLEEVE i • i�A}t, 4�7
<br />/2F71EP.e.
<br />3Y7' j r 47D" - 75` Ap n '
<br />OMB• � .. I ? �
<br />250"
<br />-.. sECFXNs s ,
<br />• AtlN,
<br />r w
<br />T
<br />�H*ic itaOL a (7AIW� 3 N:LOY} P.� EFAtr
<br />11 . GK @ PANEL pt,"rER •
<br />v
<br />(USE ONLY OR E-2 HANG 'STORM PANEL
<br />SYSTEM) 80B3-T6 ALUM,. ALLOY
<br />!i
<br />t# E 4r*TT#W-
<br />S29ROU144
<br />kUQ1xxBcwT§tE' NOTE III MLOM
<br />raI
<br />to.=M' 0.0 W
<br />III, rw WOOD
<br />PYATE "EMEMIED HAT'
<br />I. WSTAUATIM ARE ONLT VAUD FOR T iXNGS WIN AS,D• tIE531Ta LOADS
<br />UP TO .56.0. -Y5,3 pal AND PAR-L.S LENGTH UP TO 3'-110 ,
<br />2 FOR NEW WOOD, FRAkE. CR15TRifCp47> WOOD MEMBERS TO of SOUTHERN
<br />PINE No, z W/ SL'Et'FHC DFU,R,TTY OF 0.55 Ca fQMA;_
<br />20 GAGE GALVANIZED STEEL STORM PANEL.
<br />.O0AL PR011-MN F'RCHMICt5 L!L
<br />lamm ALVOIN& � TON GAL( . WOOD PRE ,t' ;�L() 4 �tc�. 11,.IF. G �,7 Inc 4epa s,W. 6, sTIeY . oce
<br />Tap & MOTION M¢I$Tam CAN BE PT ANY ,.LWAMN _ si H$ ,• / Ha, �N.vf6 ua. '.TWs•11b6P-3na siN¢`tAgia#BP Aar 20
<br />va T0. SUIT Aw CFATALLAPWN, 7 iy a,F A, i a, MAW auNT#4 fl NIM
<br />- SC.ML'. I/4` m t NlN„d m_:-:...._ _._..,_: - as-�amneA ar::r: �euerrr Ara. w..1a : ME:. ItaAAa Xe
<br />2/4 1/4. 3/4, 4/5. 5/5 a 6/5
<br />« 1W/6, 2W/6, 3W/7 & 4w/7
<br />gy,+t.. 3.,. oi GLITZ ANCHORS (SFF- SCHEDULE ON 3, MAX
<br />PAN=. it, wm 11 / „r'. MIN, SHEE'.TS B, 10 A I t) .._"......_. „`._._.... ,-.,w.«...,,....... y„
<br />SINGLE D,,�ANEte(91d"'BE$I$Ila,�+.. - tiLIE} AT E>eNSN o A.
<br />AT, ME OR QQMM. Do 28 O,M.,,,j�, So.l�T,
<br />tj J C'Ti--R'T' r-T--I-^--r-R--7-T--T-��
<br />WITH TRACKS CAS ORS # DIRECT MOUNTED at-CACN E;e
<br />1
<br />�.a OY
<br />r'r
<br />s
<br />09 i
<br />1
<br />1 l
<br />� J �
<br />#N6Di.T€11+f?iaii'l5 '�'t_�A] TT
<br />:'OOL10 PANES W/,1 M-2Drt
<br />s : T a. EA. LAP ,,rr��EE SECMONS AS
<br />' t- S MS: Btlh. W♦ CVEIi
<br />PLFe .,
<br />(SSECT004M AS
<br />I
<br />SIP tI 8
<br />;t
<br />- I f
<br />or4-Na,
<br />2 4 1/4, 3/4, 4/5, 5 5 dL 6/5'
<br />/ sW/a, zw/8 W & 4W/7
<br />.,.�.-.._.�.,._._.�,.:,. (SEE SCHEDULE, ON SHEETS Ir, 10 &11j...,..,._,»..__..-.......
<br />Lam N:T.S. 1/4' Mar. NAP
<br />f a�a satE TITo
<br />I'
<br />- MINIMUM SEPAMM04 TO CLASS SCHEDULE mkv GAP � - € d•� !A•� ♦ �`--{,t��j
<br />`¢ NUNS %Yffi1 SPEED C 170 rti m WHO SI' 170 m,pr
<br />N.T.B.
<br />04) RESIRA(NED 1a5T1{A NED NOtm
<br />3o OR LESS ,• 1" B" S 1 f4' 00) t* 1000 UM ALLOWABLE v�LF,PDnMt FOR A GIVEN POSITIVE ASS OE$RIN LMD,
<br />L N MAx AO.OVASIX PANE{: FOR A SEVEN NEGATW ASA OEWR LOAD.
<br />*33 TO aO 1' i" 7 1/2' 7 I/2k f2) TO MA"W PANG, LE 411t
<br />DIVER A pd. sm km D¢S" LOW, MA(A1WAt PANEL LENGTH h.+' FROM SCHiDULF
<br />>BD TO 145.: 1` t" 7 i/2' 7 1/2' GIVEN A NEal" ESA. 01,10 LOAD, CE7TRLmN1 MAXNMUM w17f3, tEIWTH 'L ' FAtXN S Q"UC,E
<br />FINAL. MUGiMMA NJ:DVNBLE -mL -NON B EOUAL TO TtE ItP�UM AE7EIML#NFD PANEL 4EtATH
<br />>tID 10 1 1• 1` -- 7 1/2' BETWEEN 1+• AND 1=
<br />_ (3) SEE SCHEDULE BELOW FOR VA. PANEL LENGTH FOR POROSITY rWtf. 1.
<br />ILRII��i-NAP W L-1 ..}ilyL'L: 1 +A!#C �+J _ f:RiT,(NSi. rA 11IC' t m7A WKINs BIm Wow ARE. UWM 10 4 aB y ld- MAX AS,D. DE 1 PRESSURE RATING
<br />C1
<br />t,VAWK9, TO & ,It FOR MAIL: A$&, DESIGN. LOADS k MAX PAN L LENOrHS FOR
<br />r STALER B USlil,
<br />Afi :°' FLORIDA BUILDING CODE (Nan-H• h Yeloc HuYrkone zonall
<br />s * 0. 44167 :, a omLa taus. 24 GAGE OAL.VANIZED-STEEL STORM PANEL '�..
<br />Tk a..1,
<br />AGE F * - Fr w ysy+k BAR PROTECTION PRODUCTS, L!G/taa6
<br />D � LIST III w7Ai4,
<br />n' Uft1iIA*" k aWs4A41
<br />q FO+''r. fTr •'Ae> Hue. aL i.: aA 4a4Rx q,llape 4TIY ` GWR. F3, 33T740.-.9 75
<br />am:AtA m:A,r I -73Ny X.
<br />t,e7
<br />y oaR
<br />aawtm Na
<br />to 1-9 wla'tLta Pa , mmem a mm 3 o to
<br />MAXIMUM PANEL LENt"TF(
<br />MAXIMUM A,5.o.
<br />PRESSURE RATIS
<br />(P ) ( )
<br />cdNORE7E k WDoa'
<br />BATONS
<br />2a
<br />2
<br />ssa
<br />1r'-Q'
<br />rl ;e`
<br />saa
<br />ri -a'
<br />ta•. •
<br />LILT
<br />10 la"
<br />iQ-0'
<br />W.Q
<br />IV-1'
<br />$-4'
<br />3a0
<br />$'-T'
<br />spa
<br />a -a•
<br />r°-4•
<br />70.a
<br />7'-b'
<br />7'-D'
<br />7s.a
<br />ram•
<br />a=TD•
<br />aaa
<br />7'-2'
<br />S'-r
<br />e3.a
<br />TOLD
<br />6'-•1'
<br />r7aa
<br />-
<br />a`-r
<br />r)aa
<br />-
<br />3'-8•
<br />IPR6
<br />5=3' -
<br />MA7(IidLIAI PANEL LENGTFI
<br />b b b N
<br />IIA)HM1R4 AS.#.
<br />1'�R41NO
<br />cE ��-
<br />( ) P• (
<br />CONCRETE &WOOD...
<br />WSTAIlAYTONS 't
<br />u
<br />k
<br />2RD
<br />T3'^D'
<br />2SO
<br />12`+ia"
<br />TT�r
<br />3aG
<br />1N• ,
<br />try �"
<br />ssa
<br />- saa
<br />a'' 7•
<br />a=z'
<br />a
<br />7„5....
<br />ma _
<br />r-6'
<br />7SO
<br />7::2•
<br />e-a"
<br />eaa
<br />).,�.
<br />8,�,
<br />as.D
<br />7-0�
<br />aWa•
<br />a
<br />ILEA
<br />B'-r-
<br />s-1a
<br />FrS.q
<br />s•r7D'
<br />9t$,Nl
<br />4r-8`
<br />;A
<br />x-
<br />GENE & MOTES
<br />IVmn AYnM��ert. A s-.z �yB, stew+ Doan aY, (C) ?ZT�IO.tI'1(1Ad...:HYG T3ItA4711' a . D 5s ts.
<br />r. ST xNM PANE2 SHOWN SIN TT6S PBOOUGT EVAtLA7X1N tTOCUMEN7 (PLO,) HAS BEEN VERIFIED FOR COMPLIANCE t5£GORDANCE - I /4 a TN-M ANCHORS, AS AIAHUFALTURED BY LT.W BUILDER, INC
<br />VW THE 2020 (7th EWT104 OF THE FLORIDA BUILDING OW THIS STGRk PANEL SHAH. NOT BE INSTALLED AT HIGH - 144-10 PAMO.MATE FEMALE 0 AND PANQLMATE PUJS AS MANUPACT410 BY ELCO CONSTRUCTION PRDolcm.
<br />VELOCITY WARIC,AHE ZONES (MK*-aW 1 COUNTIES), - 1/A'a (Ifs SCf3k°fMa: PER N.O.$
<br />DESIGN WIND L.4ADS SHALL BE DERSRANNFD AS PER SECTION ISoo OF'THE ABOVE NENTMED CODE. FOR A BASIC WIND - '!/}a"4 x SItS"WOOD BUSHINS. As DUiMBUTED BY ALL POINT SCREW, COLT & SPECIALTY CRY.
<br />T F A
<br />AS RED BY HE ERCpiCLR0F1 STORM PANEL WBL �'. TXTT"AILED AND 0R DIRE OR
<br />Kg -.eS USING ASCE 7-15 D SMALL DICEF.O- THE MA%WUM (AS,04 DESIGN PRESmW RATINGS INDICAM ON SHEETS C.1) MINIMUM TFI1FItD(]f PENETRATIN Km WOOD OF TAPCON ANCHORS SHALL. BE T 1/2' AND 2' FOR ELW PAI ELXNTE PLUS
<br />3 9 t2 17 f8 AND PANELMAlE FEMALE 10.
<br />IN ORDER TO VERFY' THE ABOVE CONDITION, ULTWATE DESIGN WIND LOADS DEFFRIONEO Pat AS" 7-16 SMALL � FDNST
<br />REDO= TO A.S.C. DESIGN PA�URE RATING W MULTIPLYING THEM BY 0.6 IN ORDER TO O"ARE 7NE5E W/ MAX (A.SD.) C2) L1MMUM THREADED PENETRATION OF LAC SCREW= INTO THE WOOD FRhMJt' UNIT SMALL. BE 1 1/2"_ NO THIWADED
<br />DESIGN PRESSURE RAT KITS �ICAIEW ON SHEETS & t THRU 12 & 17, T8, PENETRATION 'INTO STUCCO SHALLL fE CONS4DEREO AS PART OF 131E REDOM 1'HRF/WED PENETRATION.
<br />IN ORDER TO VERIFY THAT ANCHORS ON TEAS P.E.D. AS TESTED WERE NOT OVER S1R£SSE$, A 331E INCREASE IN ALLOWABLE
<br />STRE'S8 FOR WINO L12W5 WAS If&T USES IN iTHEHtT ANALYSIS- FASTEMNET(S SPACING TO WOOD HAS BEEN DEtEAMYR£D IN C•3.}.. MINIMUM EDGE DISTANCE OF LAG SCREWr4, INTO 0000 SHALL BE AS. 0,101C :TED IN THIS DRAWING
<br />ACCORDANCE WRN N.D.S. 20iB. k
<br />STORM PAtN£L'5 NX°OIM,FY' F(I1.?NtAACt At'm WAND RESISTANCE HAS 8a V£iIrIEO IN ACCDigDWN£E WITH SECION 1100,1.2 OF C.4) MINIMUM PENNE1pATi0N OF WOOD BUSHIW SHALL � $/ffi'": ifs e-IO'SCREWS USED SHALT. BE # x/2' LONG MINIMUM
<br />THE AWVE MENTIONED CODE AS PER AMERICAN TEST WB OF SOUTH FLORIDA REORTIS 10814.01-01 AND 40219.02-09r AS SHOULD VUCCO OUST, AM r• MINIMUM MR WALLS WITH NO STUCCO,
<br />PM SSM t2-99 & 4W E M-02 STANDARDS, AND AMERICAN TESTING TAB SOUTH FLORIDA. REPORT /1 t23.01-f0 AS PER CS IN CASE THAT PRECAST STORE. [1P PRECAST 6QMCRE.ifr PANELS, S1tUOW OR WOOD li0AAD5 � FOUND ON 177E E7tN5TI+O
<br />TAND i PROT0CDL5. AND AS PER CALCULATIONS PERFORMED 1N ACCORDANCE W/ 5E'CTWN IBIS OF THE )
<br />NG CO WALL, ANCHORS SHALL BE LONG ENOUGH TD REACH THE MAN VMXWRE W4040 SUCH PANELS,
<br />FLORIDALORidA 8#lIGOWG GOOF.
<br />ANCHORAGE SMALL BE AS MERRONEO IN C,1), 02) & C.4)
<br />2, ALL ALUMINUM DMSOO 10 RE 6013-Ts ALLOY AND TEMPER (UNL:ESS. OTNERMGSE NOTED), SEE ,SHEET 2 (E1) ANCHORS SMALL SE.INSTAMYE73 FOLWONO.ALL OF THE ACOOMMF OKDONS AND SPECIFICATIONS OF THE: MCHORS MANUEACtOWL
<br />3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE 3T05-Hi4 ALLOY. 8 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING WSIALLATIOH DETAILS SHOWN 80 SECTION T THROUGH 6 (SHEE S 4
<br />'HRGUCH 5) EXCEPT' THAT HEADERS 8 SHALL NOT BE USED.
<br />4. ALL STEEL SIHEEI MEIN. PANELS SHALL HAVE -SI1TTtRAL QUALITY STEE1. AM A-B53 FdNA.OE SO AIMMLIk. C-HAM pILVN$2E0 ' ffi
<br />STEEL OFST"VN W/FY- 52,2 Iqi (AFTER ROU.M)• 9, T SHALL BE THE RE�ONSIDJUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS. � THE STRUCTURE WHERE SHUTTER IS TO BE
<br />5. ALL SCR W3 TG BE STAINLESS STEEL 304 OR 3t8 ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN ATTACHED INSURE PROPER ANCHORAGE:: M SHUTTER SHALT: ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME
<br />90018 Wf '50 t%i VIEW +aOTH AND 0a kAN TENSILE SIRENGSH Rd SHAY, COMPLY W/ Fi0R10A BUILDING ODDS-' SECTION
<br />2A1 T.3,s"4. 10, EACH REGULAR STORM PANEL WTM LENGTH, OVER DD", AS PER.$ECIIONS 1> Z. ±, S. 8 AND AL iWr 3W 8e sW �L.
<br />SNEERS 4. S. 6 k 7 RESPECTVELY SHAD HAVE A LEGIOUt ANO KEADELY Ys5Tt3tE MARKING HNSTRUCTINO OWNER DR TE-HINT' TO
<br />B BOLTS TO BE AVM A-307 GALVANIZED STEEL:,nR AS 304 SONS STAINLESS SWI. WITH „36 W MINIMUM YIELD STRENGTH, SEGJRE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF NURRK;AN:; WARNING,
<br />7: ANCHORS TO WALL SHALL BE AS FDILOWS II.. THE INSTALLATION CCARTRACTOR IS TO SEk/GAUGX ALL SHUTTER COMPONENT E06`E5 WHICH REMAIN IN CONTINUOUS CONTACT WITH
<br />THE BUILDING to PREVENT WINO/RAIN wmUSION.
<br />(A))-EXHSTINO, -
<br />- I/4`p TAPCON ANCHORS AS MANUFACTURED BY I,T,W. OVILOEX, LAIC, (din: 1'c-3192 p• _•) 12. STORN PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAGGING. PLUS ANY BUILDING AND 2ONNG REGULATIONS
<br />-: i/4' e A 1/11' CALX-*.ANCHORS, AS. MANUFACTURED BY DEAIALT Or PROVIDED BY THE AJRISDICtpNt WHERE PERMIT IS APPLIED TO.
<br />- 4/h'¢ s ,31A" S{NN.N)-Si`f' ANCNDR5y AS D�'TM8UEE0. TTi Au. P{#NT SCREW, 86'kT' & SY'EO64.TY CO, 13, (0 THIS. PRONCt EVALJJAMON DOCUMENT tP.EeD�) 14f 3H15 }?LGLNEER !S G�iERIC AND DOEW, H4K PRDlR,DE LNFDRkATiT?Nt
<br />e'a+PANEL 't')
<br />:. �Wn` FOR A SITE SPECIFIC PRWECT: Lo, GVH E THE SITE COMM** DEAATE'PROV T+� P.ED,
<br />14«1G PANELMATE FEMALE O & PANETJ4ATE PLUS ANCHORS. AS MANUFACNREO"B+ TiLCO CDNS'rRUCiTON PR�3Ltct5.
<br />- T/i 2'AMAC NAIUN ANCHORS, AS MANUFAG'RIRED BY DEWAL7. O'IC, (t) CONTRACTOR ID BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION W=VING LIFE SALTY GF THUS PRODUCT
<br />ED-1#E%SNE DOES NOT DEYM7E FROM THE LTaN1ITlDn$ DETAILED ON DOCUMENT,
<br />A:T MINIMUM EMBEDMENT OF TMCON ANCHORS INTO POURED CONCRETE SHALL BE 3 3/r" 2" FOR ELM PNRELMATE ANO BASED ON IONTHIAFE.D, AT SITE
<br />COMYarRUCROH SAFETY AT SITE 15 THE .I'QNTAACTOR'S RESPLNNSI&I.R1',
<br />4 3/#" FOR 7AtAAC rNr4GIN ANCHORS.
<br />40) THIS PROD= EVALUATION ODWMEW WILL BE CONSIDERED: INVALID IF MODIFIED,
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