|
MOORS (SEE SWIIOMS ON 91EEM 17. It 19 t 20)
<br />MUL MDT. w%I9. %19 t iMr/WD NOT.
<br />M T�9W� 0 =W/2D 1/146 3I" MMW1� MY
<br />0 0 0
<br />I I I Il i I
<br />`',i I I f I
<br />�i
<br />i
<br />;
<br />wN1r•urAWDI
<br />MAX. 1M/17. 4A/t7, sA/19. ]ATONAL M,/1f. BOIL 3.
<br />IN. L1Nwh+ fAF/u : Mwt/M9 ■I V+9 Tw/t9 t nwr/�o t Mw.
<br />ANCHORS (SEE SECTIONS ON SHEETS 1-1. 1L It t 20)
<br />OPTION #2 FOR LIFE SAFETY STORM PANELn ELEVATION
<br />WOVE 3/1r.,• ,!r wa UP
<br />SECTION A -A
<br />SOME 3/,r.,•
<br />IM ► :1. i.1
<br />MAXIMUM A.S.D.
<br />Max. PANEL LENGTH
<br />MINIMUM SEPARATION
<br />PANEL
<br />DESIGN PRESSURE
<br />L LINE)
<br />1D CLASS
<br />CONDITION
<br />(p.s.f.)
<br />(SEE SECTIONS)
<br />+55.0, -72.0
<br />W-6'
<br />2 3/4'
<br />UNBOLTED
<br />L i_ 1IfAL,WALL NOWD
<br />SCALE s/s•.t3/•.t' SCALE
<br />1. WPJAA DHE ARE ONLY WILD FOR OAIOME WHIM AWED. OWN WADS
<br />If TO +ILL -no PI' AID PAlitl$ iDDtN UP 10 r-r.
<br />r FOR P NOD. 2. Al SPECIFIC oa Or ox■OR EQUAL. ro E wuTwAN
<br />COMPONENTS FOR SERIES 2000 k 1000 E-Z HANG STORM PANELS
<br />(SCALE 1/2.17
<br />/L,fs• (TOTAL WV"
<br />,i 12JI0G• (EFFECTIVE '
<br />/
<br />/ 1 �® INIM
<br />2 sRn ,zGE
<br />2.00r I• , , ,■ TYP. ASIA A-453
<br />CODE CANOE so 1r.AN 1METAL J /
<br />M ��.
<br />I.gTML A 4Lr I
<br />--------------------------
<br />I_Ar t.Ar
<br />Q STORM PANEL --
<br />O REVERSED 'h' TRACK
<br />PALLY DID UP v
<br />W/ HDACD DOGE `\�`
<br />i
<br />•/ "E'"'E�, SETA.
<br />ISOMETRIC VIEW DETAIL A 2.o00•
<br />ROUNCED CORER 0 ENDS OF PALELY I 12S• j
<br />DO UP W/ HMEWIEC E00E. •7Sr
<br />(NETS)
<br />1-•--2.000•�
<br />O .J TRACK
<br />.750' .056' (TRH')
<br />® aSTOP BAR
<br />IT* LONG
<br />6063-75 ANMR. ALLOY
<br />EHYP•)
<br />O
<br />1 1 4
<br />GNI-76 MOM AIRY
<br />CODE
<br />•rQC
<br />r WOOED
<br />,25•
<br />�j
<br />I
<br />2.060•
<br />.,2s•
<br />I
<br />© 2'R5'(jgxa ALUM, ANGLE
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />fr IAPC°M ANCHORS r I OTAMN ANCHOR , - WCON AMMON
<br />INXH�
<br />BlOL7L RED{WIfD 1 9WOc nommEO 9LOC1 1m0UMED
<br />1/4' 1/4•
<br />i E�• - � 'tial.
<br />IfCIA=s _ .IA� 1 BLOW
<br />1
<br />•
<br />EEvEww"IMM
<br />Yt 3r N10 NUT
<br />/2. O.C.
<br />CHORS
<br />WILD)
<br />NE n ! >a MR s TYPE !
<br />AlEltw 1WB
<br />vr.
<br />WIND
<br />m
<br />!NANO TOR IWWM/DIW TOO OOD
<br />oft
<br />AA\ 1W■ i1NDLW LA.)
<br />]
<br />WMWE IWMIL
<br />NOWAY OMA%U=A OODIU AND 1lWN
<br />OLDIE AN ODIUM NN
<br />`.n�10 N
<br />3
<br />u no ca
<br />s0ROULE M I EL HEM UMW MpMWD OM
<br />MANKIND 91410ND[ 111 'R fIMC SC M
<br />IAOR F tW101M ON fd1[OIRL
<br />YfR.I q.•.1 w N
<br />7
<br />AIIN Y
<br />N1AW1
<br />L OW* r
<br />OP M MNTOIRIIE ORMAL NOR INS
<br />070E FORMAL INR
<br />OPVM=
<br />I I/]•
<br />M
<br />FA Nil
<br />W40R 140 I D MARCMIQ FWCIOIt WPLL NOT-
<br />VACM
<br />E IBA Two IDIOM OTMMI N i MHDi0m
<br />MR BAN MmomTYPE w tX1EWA[
<br />3'
<br />IAp
<br />],
<br />I...
<br />LENSTHI
<br />FLOW)
<br />WALL MCIILM
<br />eLldTl4l1
<br />IN
<br />SCALE
<br />500, 1. WIDVAAA0M5 ARE ALLY BALD FOR BUILDINGS WITH ASO. DESDN LOADS
<br />UP 70 +53.6. -72D PSF' AND PALELY LENGTH UP TO r-r.
<br />2. FOR MEN WOOD FROM CONSTRUCTION tr000 MEMBERS TO E SWI ERII
<br />PINE NO. 2. W/ SPECIFIC ,NNSITY OF OAS OR EQUAL
<br />III
<br />i I
<br />MAwaT' -
<br />I yar wit �u •
<br />i I
<br />1
<br />1
<br />1 aY-2pJ/4'S.9. ILL. W/ 1/2'
<br />t 99q MIT WASM
<br />0' TAFCON ANCHOM
<br />4 ,rr O.C.
<br />So" 3/r.1- sett
<br />TAPCON ANCHORS
<br />D.C.
<br />1 a' i/PCON
<br />• 4 1/2. O.C.
<br />)I►ALi.. M lLLai14H
<br />bi SCALE 3/6'.t• e. n•u.. r,. l...w none W— .
<br />Y.S. W/
<br />MR %OWNER
<br />BHMWM��M!w_� �l1f■NlAP�
<br />-
<br />Illiilllllllllillllllllllliilllllllilllilll
<br />N 1 ' 1 I I I, I fill 1 11 1 1 L t A I I I I f H AW w Gl'MWN
<br />fjj_ . ... _ 40 % 1•
<br />rMj 1111
<br />40 % 1•
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<br />(LTOLCPA)lgN
<br />WE NOR a RE jpE
<br />MR COMMON[
<br />to
<br />tY AT DO PNELM
<br />1' IMti
<br />aIQ.T F4 iaR WOm� .EtOfl i �
<br />]!E RtY10Ni ON SET >y
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<br />1DAE
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<br />sAM®W/ ON W/O®.®
<br />tr3
<br />• E N
<br />yW plp� m E IaTAl® AT rAa+
<br />wOG/NC
<br />LFA,DA7W
<br />awE10
<br />IWNLSOFPNIM63�EWYDDM
<br />F INTENDED TO E NSTA M FROM
<br />MN[ OF STRUCTURE.
<br />-Z HAM SYSIM
<br />/HOE a sTRurnmc
<br />am - ,
<br />H
<br />r-1/4• M .. OAP -I
<br />1/r r GOP
<br />1/4' 11.E OV 4.
<br />vv N... 0A►
<br />DO
<br />_
<br />SECTKHd B-B
<br />SECTION A -A
<br />,�'LWo"�'MNn°�10M
<br />(I). ARRIMU OF REIAFS 1000; E - Z HONG SMM PANEL SYSTEM CON618MM OF PANEL +
<br />AMEL-
<br />AT TPOP&P1ME IM7E PLUS Olt Tr LONG
<br />AT
<br />(t). E - Z HANG STORM PANEL SYSTEM CONSISTNO OF PAID. +
<br />BTAM=
<br />((G ORON W/
<br />!
<br />C1CO
<br />(2). PMEIS SHALL AAT E MMSUCH TO
<br />(2). DO PANELS SHALL ALWAYS K COMOIMV TO SILL WALL BY MEANS of
<br />PNNEIAMTEF OR, FUSED Y/N iS LONG TR/C/N AT
<br />W WILL By ME
<br />PANELS
<br />OM7TRI
<br />�jID CONNECTED 0
<br />LS, THOU OTHERWISE A STOP 8ML
<br />GEJ SWILL E PRWOED AT TOP OF SUCH PANE'LA
<br />SMALL I MNNECED TO�IEn. �41 /3 '00
<br />WRq MUE pR 1 4•r201A N10 T AS
<br />(3). F END PANELS AE I:OTTOY TNCL. COIBIECTON SMALL tXNIST OF
<br />1 a r2O.3/4• Y.S. w 7 WING Mtf OR 1/4•PW�4• Mn THUMBSCREW
<br />1 1GIPPED WrnTOMH ION a< FASTENERS iMY AT EM*R OF TWO
<br />OEWCRIBED ON (3)
<br />"S AT
<br />(3). FOR CABO WHEN ENO PANELS ME UK JORFRY w/ 1fi• Lpq
<br />ExTEDOR FLAT FLAHOEE OF ENO PANEL
<br />.®
<br />Bur END PANELS ARE NOT COMECIED TO TRICK 7C STOP BIIR
<br />B,MLL LA At TOP OF SUCH PANELS.
<br />(4). N CASE THAT DID PANELS ARE NOT CONNECTED TO SOflOM TRACK QUAIL A STOP WAR
<br />IS ONLY UEDERIOR
<br />us" SPECSIADTICT�LpTPE)p AT LGA 7WO PANELS SMALL E CONNECTED TO BOTTOM TRACK
<br />(� ABOVE.N SUCH�ECPDN OF PALLS
<br />IONSPROMEDED
<br />ENO PANELS MD SOME NEIM PANELS Et$ ARE DIRECTLY
<br />(4). FOR TEED TO DOSTING MENSILL PANEL
<br />/ TRACK (Y) � TRKK �
<br />K USED ®TWO
<br />TO BOTTOM 7 MAY OCCUR AT
<br />P��Y � To
<br />FOLLOWING SPACING SHOwN� A� /2
<br />(5). SEE SECTION 1'. 3' ! 1. ON SWEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. Off ORTAIICE. FOR THIS MElUOR PANf1 LISED Y ■/
<br />NOT NEED TO E OOMPOM TO O Fry MF.VIS. iRACC �i oDEs�ID
<br />Sit A• t�r._
<br />TlS�B ! 0 E $=AM BY �. LEFT t RDHP SIDE Of PANEL) 1UNE
<br />INSTALLATION DETAILS
<br />INTO EXISTING
<br />1 ♦ TAPO0/U ANCHORS
<br />FOR
<br />POURED
<br />OPTION #2
<br />CONCRETE
<br />FOR LIFE SAFETY STORM PANEL
<br />OR CONCRETE BLOCK STRUCTURES
<br />1 TAPCOM AMONORS
<br />4r
<br />SYSTEM
<br />(-i/r ae
<br />Ot.
<br />INac9aft
<br />i
<br />CONCRETE a 1
<br />EOUY
<br />RENTED
<br />Ere
<br />1 .. WM.I•W. w ;
<br />� ;
<br />j 11r w i
<br />row
<br />1
<br />I
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<br />1 '
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<br />I
<br />LaA
<br />L'
<br />t.-lo•O Pw�EuwTE w.us W/
<br />'A;a•>ff wm MR ,WIPER
<br />lrfri PuwnwTE PwR W/
<br />LV.L CONCRETE
<br />OONCETE sum
<br />RE01ME0
<br />WALL Md! CATION!
<br />jj%S.L w)3/3Y• W9q tAR MN9lR
<br />L-bR °00 7 llACN
<br />R[GUYEO
<br />SCALE 3/r./'
<br />trwi
<br />ZjIFE E C.PANIE!
<br />Stu 3/r.1-
<br />••�EN
<br />�`: i' .•••
<br />NOK ARE
<br />N0.44167
<br />*:
<br />ctowDA eVttAil■ CODE h v )karioan• ZaHI
<br />AFICHOR WPM BY
<br />ON No"
<br />ATE
<br />.MOD ILA= NG
<br />20 DACE #ALVAH= STEEL Sim PA1E1 oAar W.
<br />�.oF . OR
<br />IL E C O
<br />PROTECTION PRODUCTS, UC.
<br />DNB.MUL
<br />SITS I.W. sl
<br />NnxNM
<br />Aa N. ..fH.W.I�1A a S=
<br />314
<br />�, �. 4 333,E 20-176
<br />01M4TItl-TAIq MI: tM4)MM-Na
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<br />NNt. WIWIN WAOW
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<br />•.NaWLrN
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<br />IL7NIAL MR EA t2ft INN/ I1U1001O ON
<br />!17 mt� I�A1C419 WWMN E
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<br />IN M MOUOMII R1L901I. FOR AE
<br />0PBI0101f TD E MIOEIWE AbDUFM
<br />I I
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<br />] ,
<br />- -
<br />IMGID OIOAIRO YIMD tACT01t MYMI RDT
<br />E IMF TWO! 1IIIIAN NAE]IQ A1OIbM0
<br />Has wM3f A1NL]OR lY•E ON WP9 f1310N1tt
<br />r
<br />1m Im
<br />f�.ffEJML tlf3isA YtL E-2 IYiJR SfdMi PANEL .VSTEII
<br />1. E-Z NVO S10RM PANEL SHOWN ON TM. MOM EVALUATION DOCUMENT (P.E.D.) HAS BEEN VEINED FOR COMPLIANCE N
<br />ILI) MINIMUM EMBEDMENT OF TAPCOM ANCHORS AND PANELANTE FEMALE 0 ! PA,ELMATE PLUS IMO CONCRETE
<br />ACCORDANCE NCE WITH THE 2020 (7M EDITION) OF THE FLORIDA BUILDING CODE.
<br />SIOCX *HALL K 1 1/1'.
<br />DESIGN WIND LOADS SHALL E DETERMINED AS PER SECTION 16M OF THE ABOVE MENTIONED CODE.
<br />&2) M:Na" EMBOiAENlT E t/11 % 7/s' CAM!(-N ANCHORS SHALL IS 7/8' NATO CWICREIL.
<br />MR A WIND 7K[D AS RZOURED BY THE WHERE THESE SMURERW wLl E IbTALED MO
<br />NO ETMEDMENT Nt0 ANY FRNISHI MATERIAL SHALL L N PERMWTIM
<br />FOR A OMECWOlMU1Y' iACRM Xa-oss. USMO�7-1s ANTI SHALL NOT EXCEEp iNE YAXIAURI (ASD.)
<br />1/4" r20 N SOEYMMX BOLTS USED SWILL WE LONG ENOUGH(SHOULD Nw FINISH MOMERK 10211* TO
<br />DESIGN PF438 E RATNTIS NDIDIND ON SHEETS 25 t 2L
<br />ENGAGE 3/4• INTO ANC HOPS.
<br />N ORDER TO V[AWY THE ABOVE CONDITION. ULTIWUE OEM WIND LOADS DETERMINED PER ASCE 7-19
<br />SHALL K FIRST REDUCED TO A". DESIGN WIND U DAD$ BY YIA.TFLYINO THEM BY 0.0 N ORDER TO
<br />SA N CASE GMAT PAV" STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE COMM WALL
<br />TO O MMM THESE W/ VAX "0) DOW PRESSURE RATIRIS NAMED ON SHEETS 25 ! 2L
<br />ANCHORS SHALLNENOU'H T RED THE MNN STRUCTURE KNOW SUCH PANELS. ANCHORAGE
<br />SKALL BE AS AND IN
<br />N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TERM WERE NOT OVER STRESSED. A 33X INCREASE
<br />N ALLOWABLE MISS FOR WIND LOW WAS 8M USED N THEIR ANALYSIS. FASTENERS SPACMNM TO WOOD NO KEN
<br />DETERMINED N ACCORDANCE WITH K.O.S. 201S.
<br />(C) ANCHORS SHALL E MAULED FMLOW94 ALL OF THE RECOMMENDATIONS AND 9PECSrAToIS OF THE ARCHON 'S
<br />MANUFACTURER
<br />S1ORIM PANEL'S ADEQUACY MTR IMPACT MO FATIGUE RE9STANCE 1/4S BEEN VEMED N ACCORDANCE NfH SECTION 1626 OF
<br />THE ABOVE TENONED CODE AS PER FENISIMTION TESTING LABOIMT01Ir. INC. REPORT / 2032E AS PROTOCOLS TAS-201.
<br />tt. R SMALL K 1NE ESPOtMU1,' QF THE CONI1Mt'TOR To Yt11FY THE 301AIDNE55 a THE STRUCTURE WHERE SHUTTER
<br />TAS-202 AND TAS-203.
<br />is TO BE A PROPER MIp1011AE. THIS 5}RITTER SMALL OKY E ATTAGIED /b COHHCIIEii, WI.Ga
<br />2. THIS SYSTEM HAS SEEN OE+AONED TO E INSTALLED ON THE OUTSIDE OF THE DOOM ACOEWSM THE OPENING FROM THE
<br />OR 11'000 rmw BUEDINCS.
<br />INSIDE W/O THE USE OF A LADDER OR LIFT. TM APPUCATICI IS VAM WHEN NSTALLAVON IS MENDED 70 E PERFORMED
<br />12. THE DWXL41M COW%%CIOR IS 70 SFIL/CAWG ALL SHUTTER COMPONENT EDGES INICH RUM N CONTMOA
<br />FROM THE NINE OF STRUCTURE
<br />WITH THE SLALOM TO PREVENT WWID TENT INTRUSION. GUNK AND SEA SHUi1ER iTACKS ALL MOUND FULL
<br />LEACTIC
<br />3. STIES 1000 IITTAMATIDIL IS APPLICABLE TO SINGLE AND DCRLE HUNG STYLE M M O WHEN INSTALLATION IS REOtM1ED TO E
<br />PERFDIIED FROM THE INSIDE Or STRUCTURE.
<br />13, STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS NNGTED N THIS DAWWAD PLOW ANY MUM AND ZONING
<br />REO!"WIS PROVIDED O THE AIRISDICT10N1 04X POW IS APPLED TO.
<br />4. SERIES 20M 04TAIATION IS APPtr/IALE TO SINGLE AND DOUBLE HUNG AND HORIZONTAL StUDEft STYLE WHOM METH
<br />INSTALLATION IS AMp 10 E PERFORMED FROM THE MK OF STRUCTURE
<br />M AM" WINDOWS AND DOORS. NC. E - Z HAND STORM PANEL SYSTEOM IS PRJW POE
<br />5. ALL NJNGMAL pORUMNS TO E 40113-TIT AHOY ANTI TEMPER. (UNLESS OTHERWISE NOTED)
<br />is. (a) THIS PAcEucT EWtALAy" OOCUMEM! (P.E.D.) PREPARED BY TITS EN611EER IS CDCRIC AND DOES NOT PROVIDE
<br />OF0RW11ON FOR A SITE SPECMIC ILL WHERE TIE SITE COMMONS D MTE FROM THE P.E.O.
<br />S. ALL AUAIIIAA $FEET METAL USED AT CLOSURES "Al HAVE 3105-M14 ALLOW.
<br />(D) CONTRACTOR TO E RESPONSIBLE FOR THE SELECTION, PLAMCMIIISE AND NSTALLAIlDIi INCLUDING LIFE SAFETY OF
<br />7. AUL STEEL SHEET META PANELS SHALL KW STRUCTURAL QUALITY STEEL. ASTMA A-653 OR40E 30 NIL., QALWwN ZED STEEL
<br />THIS PRODUCT SAEG ON 7MF P.U. PROVIDED HE/SHE GOES NOT WIAOTE FROM THE CONDITIONS DETAILED ON
<br />DESIGNATION W/F3. 5" ON (AFTER R FLED).
<br />THIS OOCRENT. COI�IpACTp/ SAFETY AT SITE IS THE CONTRACTOR'S ESPOL4.UTY.
<br />A ALL SCREWS TO K STADIUM STEEL 304 OR 315 AISi SERFS OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN
<br />I-) THIS PRODUCT EAMUMiON DOCUMENT WILL K CONSIDERED WOW F MODIFIED,
<br />50016 W/ 90 W YIELD STRENGTH MITI O W TOME STRENGTH t WALL COMPLY W/ ROOM BIAAN6 CODE SECTION 24,,.3.3.4E
<br />(d) SITE SPECIFIC PRDECTS SWILL E PREPAED BY A FLORIDA IE1'.EiIEREO ENGINEER DIM ARCNAiECT WHICH COAL
<br />9. STILTS TO E ASTN A-307 CALVAM2ED STEEL OR AS 304 SERIES STMNLE'SW STEEL. CORN 36 W MINIMUM YIELD SIRDI M.
<br />BECOME THE PKI EER OF RECORD E.O.R.) FOR THE PROJECT AND WHO WILL K RESPONSIBLE FOR THE PROPETI
<br />USE OF THE PLEA. ENGINEER E ACING AS A DELSOATED ENKANCER TO THE P.LD. ENDOW. SISAL
<br />10. ANCORS 70 WALL SHALL E AS FOLLOWS:
<br />NBHIT 70 THIS UTTER THE BITE 9PEdFIC DMMIIRIASSFOR KVIEW'..
<br />MrASINS(�
<br />- t/4•0 TAPCOG Ammon AS YANUFKTURED BY LT.W. K*DEGI. WC. (MIT, rc.31W2 }COL)
<br />I.) THIS PLED. SMALL. KAN THE DATE AND ORIGINAL SEAL AND IOLMM OF THE PRWE�OM. DAMON A OF
<br />RECORD THAT PREPARED ff.
<br />- 1/4" 0 X 7/r CALX-N ANCHORS, AS MAMk'ACTAED N DEWALT INC. (MN. re.3000 P-L)
<br />- /14-10 PAMELMTE MMA E ID t PM M&Wf PLUS MOORS. AS MMANUFALWRED BY ELCO CONSTmUCTIDN PRODUCTS.
<br />It S,ORY PANEL MMNUFACTISN" LABEL SAW. E LOCATED ON A READILY VISIBLE LOCATION AT FMR M PANEL N
<br />(r-3350
<br />ACCORDANCE WITM SECTION 1709.9.3 OF FLORIN NMDNO CODE ONE LABEL SNARL E PLACED FOR EVERY OPENING.
<br />P.J.)
<br />L4BGING TO COMPLY NAM SECTION 1709A.2 OF THE FLORIDA, BUILDING CODE.
<br />At) MIMAUM EMBEDMENT OF TAPCON ANCHORS ALTO POURED CONOWTE 9IALL K 1 3/4• AND 2• FOR PANELMIM
<br />FEWLE ID t PA ELLMTE PLUS.
<br />A2) MNMNMI EOM MON OF 1/4 f X 7/6• CA K-N AICICHS SOIL EIS 7/r INTO CONCRETE. NO MOMENT INTO
<br />ANY FINISH 1MTORML SHALL E PLJ'tIi1ED.
<br />1/4• rO K WIDEMILX BOLTS USED SHALL K LOUD ENOLOH(SHOUID MY FRAN MATEAW COST) To DAMAGE 3/4'
<br />MID ANCHORS.
<br />A• r•
<br />A3) N CODE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR POWERS E FOUND ON THE MOSLNG WNJ. OR
<br />•VCEN4
<br />FLOOR. ANCHORS SHALL E LOO ENOUGH TO REACH THE MAIN STRUCTURE KHM SUCH FAMILS. ANCHORAGE $HALL
<br />`�: ,.'o
<br />E AS MENTGED IN At) AM N A.2).
<br />N0. 44187
<br />(a) M EXMLTND 1AlIfJiEYF n r
<br />- 1/4• • TAPCON ANCHORS AS MANUFACTURM WY G.T.W. NALOER. INC.
<br />FL.OBIDA BENLOm CODE v Nu"im"
<br />- 1/4• P X 7/5' COAX -IN ANCHORS. AS MMNIMLILTUED BY DEWILY INC. (rm 150D PA.IJ
<br />O�;•,. /k
<br />• ILXM M
<br />2D OAOE GALVAMM $IEEE SIDBM PANEL
<br />'
<br />- j14-10 PANfllM7E FEMALE ID AND PMOAMOE PLUS ANCHORS. AS MVXUFACTURED BY ELCO CONSTRUCTION
<br />•;�
<br />Q
<br />AAW
<br />PMOOX13 (rn 2071 P.I.G.)
<br />....
<br />------------------- - - -
<br />nnl
<br />PANELMINTO POURED CONCRETE OR CONCRETE BLOCK
<br />I
<br />j 1 6 j 1
<br />I
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<br />' NNrt47a•AiII/ m a (
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