|
(! ,
<br />2.63T• erlws:m BIER
<br />2• H
<br />TYP. `�\ Af,Y A-BBS
<br />IIfl11fD
<br />i `• EEO[
<br />. - BEAK BO 11NIMIA
<br />0-60 OALV.
<br />{ L -- A
<br />r 4"
<br />....---0,2W-- - -
<br />0 STORY PANEL
<br />�r
<br />►MLL3 OIE 11 `
<br />r/ NDRMm ma J
<br />WMETRIC VIEW DETAIL A
<br />ROUNDED CORIKR 0 ENDS OF PANELS
<br />ENO UP W/ NEARED EDGE
<br />(N.T3)
<br />-1 r.12S•
<br />f_ f
<br />N
<br />l_
<br />O7 3'ET3'(,11162�) ALUM. ANOLE
<br />1
<br />7;a•[Dow
<br />area
<br />® MA
<br />11' NANO
<br />6003-TD Alum. ALLOY
<br />_._..-.----.--ANCHORS (= SECTIONS ON AHEM 17, IS. 111 6 20)-_.._._..--�.--..... _.._.
<br />r MAX. W17, 4A/17• WIS. !N/17. 4a/I7. 60/tl r MX.
<br />1• MN. w//6, Awl 9 a "also w/16 7w/+9 6 Mr/20 t• MIN.
<br />0 I O O O O
<br />i
<br />1.
<br />A I t LICIT 1k Ni' I __NOR; Mix.
<br />" L
<br />� � I
<br />(SEE SCHEDULE)
<br />VA
<br />I I -� PMd RNIW1a1 catWw I � 11. I '
<br />qq .. Wt7. W17• W16.-PKMRATUn6R6f UPIs. 3>iN7. pyt7. 6B/11• r
<br />I Ax "a/19. 7AW/19 t w/s0 � x" 7M/u 6 wl/70 1•
<br />__.__.._._- -MICHOIS (SEE SECTIONS ON SHEETS 17. 16. 19 0 20)----_._ -i
<br />OPTION d12 FOR LIFE SAFETY STORM EMEL(I ELEVATION
<br />SCALE 3/16•-1' ,N• wt w
<br />SECTION A -A
<br />SOLE 3/,e-l'
<br />17-1.4 r M . f-wWR _ V I
<br />loiel;ISMS . - 4.1111
<br />MAXIMUM A.S.D.
<br />Max. PANEL LENGTH
<br />MINIMUM SEPARATION
<br />PANEL
<br />DESIGN PRESSURE
<br />RATING (p.f.f.)
<br />L (ft.)
<br />(SEE SECTIONS)
<br />TO GLASS
<br />CONDITION
<br />+55.0• -72.0
<br />8'-8'
<br />2 3/4-
<br />UNBOLTED
<br />INSTALLATION ATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />' __._._ (,M 0011 MICM016 9' 0.T114'ON MICMOIR -i Y OAGOM ANCIIOID : 0' D.C.
<br />CV1 ANAgNs
<br />f POIMm Caas,E, ralNEo ooNCK$. I ►anlm
<br />-
<br />Ommot
<br />PLOCK 0.1 Z.Olt
<br />BLOCK WWXMRD
<br />j 1
<br />L ri. L rl
<br />I I � � .� • • � . �, j `� •• � { - LICIT. ,
<br />I
<br />IL!L
<br />mw
<br />IN
<br />mv 'a FAR
<br />I
<br />' IIA4f 1 _ti GLASS I 1 airSS
<br />I „
<br />I I},
<br />i
<br />I � ' I
<br />am an
<br />0 , I iuy1 j
<br />CD
<br />I ft'-'o.4 II 3/32• KING, NUT
<br />E� • 12 1/2 • D.C.
<br />f f 1 4• TAPCdN AIICIIDIs
<br />41
<br />O.C.
<br />j (sTA9oM1m w/ SAD)
<br />-00 CONCJKIEBLOCK
<br />ROKOM
<br />WALL IiB-JNSEALIdil0ll
<br />SCALE 3/6•-I'
<br />I,NHIIITR MWR/32
<br />(9EYOND)
<br />1/4' TAPOON ANCORS
<br />.�._..i 4
<br />($fA= M W/ SRIO)
<br />---- OR CMICMET[BLOCIc
<br />UNMAIAI
<br />iIALJ�l1"�0'"� ILSiALLAL�Ot!
<br />SCALE 3/Ii-1'
<br />1/4'•..
<br />IRS Saw to • MINI A410•
<br />IIBI= TFB
<br />wpm .
<br />rots 9aTNL ATID1s A 110 W WOODec
<br />At AMP- t91101s
<br />4
<br />N STANCH,
<br />PWAC
<br />KORANCHOR R SPACING AUNIONUK0ANCHOR
<br />UK K AM I161DtTHA eM THIS
<br />A ••M4•w.R
<br />II
<br />ft2raAS At rots Ln la t1Aw 11sg1Wo ON
<br />a04rH y,.,w.,. N
<br />M
<br />lCJIroAE MAX ANOM1 lKfO M
<br />MMT0LY"I VVA.M flW a 6DGNA2
<br />AR Y
<br />RINOR
<br />// TK rou4wm WNW IOW I"
<br />019MTCM TO K PON&L Morro
<br />,s
<br />roam o91MM VRs PM.IN IMAL MIT
<br />f ,�
<br />-
<br />K LEw IIWM MINIMUM WPM IMMU
<br />FOR EACN NICHCR TIM a T14f sworn
<br />�- r
<br />1/2{- 1 4Y-2a.3 4•LS. MA. W/
<br />_._,{/w•h1 WM NUT WINNER
<br />�1R•
<br />r
<br />II 1/4Y-70A3�1'S.S Y.S. w/
<br />`T/6Y.}/n sNG MR WINNER
<br />a 12
<br />(KrOE)
<br />L... 1/4 TAPCGN ANCHORS
<br />It
<br />1/C TMCOM
<br />�i 4 1/r O.C.
<br />s 4 1/r O.C.
<br />BLOCK
<br />WALL J101 STALL iTm
<br />�19�
<br />- - C9MCJk7E BLOCK
<br />1111011PNO ow I AIM
<br />IL fiffl _"PAW-
<br />20" 3/6'-l'
<br />`
<br />WALE 3/0.1'
<br />PAIFIL
<br />-1� - ---- - , 4Y 7AI1CO1 . r O.0 1 4.0 TAPCON s 0' O.C.
<br />�Iyt .Rf~�1�Asl0 Ir D 9 t t~t MN.•MKAOED
<br />7 _ TAPCIDN - --� 1 I YW. WIRi/01D �, , MN. THPLO D
<br />t Io18[R \ HOMIER r PAMi-TKIM A7 11000 P6RiRIL110M AT HOOD \ � AT ROOD1 [ I Kt"a AT PI000
<br />,� ) 'Fiat' J/ t
<br />1/2'( 1/1• \ '� 1�/41L' !� .; • 1/2• 1/4. //2' ,/p ) '11_� / / j 1/'1•
<br />/ }�
<br />I - ... -
<br />1 t 2•
<br />s` i- ...I / r� ` Ti t I i pADo1 �I Ia.1 I ; WA19 , Y \,
<br />Mn i I Ifl�
<br />GOAT,
<br />m p 0 i _m {D
<br />1 w. oQLm WNi 60'MK U i t YARN 1,LA65 t`1e 4uw simmomI "roiHia
<br />_ ' (ALE "m _
<br />I IVINFL LENGTH a Dan 1q i i• W.. ; ( � LENGTH a II1xMIq I PANEL Li1CTAt a am
<br />(ALE NOTE , IIDAq I PANE. UI NOTH , fSLOw) OL
<br />16 is vm i I _ _ s •��y. - - p1E + 1140NQ �O.WA�NM _ ..,Q,� - .... n' 1 snow} "pro w 'LD -wrm - - - J t - L TAP..
<br />Neil am F1s i I 1/410- 1 - - - �Y--- r ME 4Ns LENGTH
<br />O1M11 tl� alq f 1/4•0 N.I• ___ --Y- a tw iq (NE PANEL BE1DW) t/4-P-20at• _ Y -- 1 _._ (Kl MO ON)
<br />Wsq
<br />OLAif 3,
<br />NUT
<br />5 f
<br />4,0
<br />Cfl I I , Q1
<br />--"-COME - -COMr. � I/4.1r�3/Q�3/4-SA Y.E. w/ \. ,/4Y---- 4'Ss. Y.s. w/
<br />RIND "MIT ! ', 17 7pY 3/32' WING - 11 LTLwKtI • I2 I/r as WWa Nm
<br />WAIKR W 12 I/Y O.C. , 1 RR wI1sKA (KYDNEI i i 1 _ 1 4"0 TAKYXM 0 r OG I! {I (KVDID) \ ,
<br />41 tAPcaN • r oa 1 14V IJ4Ir n9roaHM . r oa ti � II � f + (2A9fBIm w/ BIIID} �L {•+----lAAaoDKo r/ CEDE) I L , I/I WIN. 1H6wAOED II ll I , ' Lt/6.0 : 3/32• WIG xur I 1 7/6.4 3/32• TAG Nur
<br />FpKTRA ' u'Ir.O 2•N• w000 PM1.� l i-' � ' �14 ,i W34ER 0 6 1/4. O.C. KaWO _CM1L, '' i ' I � I'i2, 0 1 s (BEYOE)
<br />i r/1 1/f' MWL rOKADm 1 ' 1 - 9/1 1/2' MN. ,NWAOm \. I ,,- ` l I OP w 7NR AT IIQMOM I I l II ,
<br />0000PAAIE i
<br />BRED
<br />�AMi
<br />9CLE 3/6'-1' SCALE
<br />OM
<br />1. OWMAJAYO& ARE ONLY VNND MR 6LW.NM WITH AND. OWN LOAN
<br />IN TO +fth. _?Lo PW MAD "Im'i LENGTH UP 70 V-6'.
<br />2. FOR NKr WOOD rwm Ca1sTRIUCTIDIk WOOD MOSG{ TO K SWMON
<br />PIK HG. 2. W/ woom DENSITY aF 0.K OR Mum -
<br />COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS
<br />(SCALE 1/2-11
<br />- ---. - .-1Y.500' (EF►iCi1VE W1OH)--. _ _ -�. -
<br />Jr
<br />71
<br />1 2111
<br />2.244' f
<br />3A00'
<br />EDGE r JR A15
<br />MAIL J' i + +
<br />I
<br />O REVERSED "he TRAM
<br />A1s 1
<br />i
<br />P I
<br />2.00D• �, "
<br />)
<br />LL2--�
<br />�J" TgAm
<br />i 4
<br />WIER
<br />Owl -TB Ab". ALLAY
<br />© REVERSED 'U' TRACK
<br />aOCD•
<br />�.tzs•
<br />© 2"W(Mov.) ALILJY• ANGLE
<br />SOLE 3/6•-1•
<br />IDl>IIF
<br />1. I4ALLA1104 AM ONLY VALID FOR BUMDIN6S "" A60. DEMON LOADS
<br />UP 10 +36.5. -72.0 PSr AM PAND'S LENGTH UP 10 G'-6•.
<br />2, MR NEW WOOD FRAME COMITRUCTOY. WOOD MDWM TO K SOUTHERN
<br />PIE NO. 2. W/ SPECIFIC ODOTY or am OR
<br />Could-
<br />�14-10 PMnwte I j�
<br />loom
<br />AT MONIOTH OF PLAN
<br />WALL 110 1
<br />L SCALE 3/r.1'
<br />6�9�1BBB�T.�Rw R"al!M"a��
<br />II � li I filly II�IIiI� I lillil II
<br />I
<br />111■q■�■1■1111�1■0�1111■1/7■1111■1■1■INTO■, ■1■�11
<br />I111!1■1�1■1111 "I'�I) 1111■11111 1111111511
<br />sK NOTE 1 eIDM.... •� 3
<br />AMMM
<br />'i"'1Y--�•' - 4 GLT[M47E LD,•A7pN
<br />faMME aOONWWLM .
<br />I- Mu. N, /a WOODM 1• INh
<br />MY �f
<br />AT �t AT [11D�KLSI
<br />SIR morl" 0M WIKT J$
<br />®W/ a WAS • ( WV )
<br />0
<br />Ir • IA6i Pft% TO K RRPARlM AT
<br />Op�EH�Nos PANEL 0 MArKsammum f K POYMA1 tIM1
<br />WHO 9 TO rAplRA1E
<br />/CUM
<br />KM"aNAN IApAAKI[ MiNUA7ON
<br />��E�VA�ON NSDTYPWALELEVATION
<br />E-Z HANG STQw(�� xmNltLKwaL° ""a'
<br />r vmw TO K MTIAlO) rt1011
<br />E-Z NANO STORM PANEL SYSTEM Ma aF 3nwcluRE
<br />or B,
<br />1/4• MWL w t/4- Ma W
<br />1/4• rr. w 1/4• NY. 6A►- '-
<br />01 -Ow etwo®.®
<br />-- --
<br />SECTION B-B
<br />SECTION -A
<br />A
<br />r
<br />own91°M
<br />-
<br />() SAEMaK L Or N MNS = E - Z HAG SORM PANEL SYSTEM CONSEW4 OF PONE.
<br />LOIIi.:
<br />TRACNf AT TOP 0 PANRAMTE PUB OR tr LONG
<br />(I). DLO! $EIM 20011 E - 2 HAND STORM PAH L SYSTEM CONSISTING OF PANEL +
<br />(rAi BOTTOM w/ PANELMMTM
<br />CaM. TRACKS TOP • BOTTOM,
<br />CONNECTEDOTO BOTTOM TRACK OTERWIK A STOP dN
<br />(2). [ND PANELS SHALL ALWAYS K CONNECT I� TO BILL COAL BY YEiVlS W
<br />wf//4Yr-1�q3 TIA�//K END PANELS
<br />P�ROVIDEEDMK
<br />To, SUCH PANELS.
<br />K7ESCO�NNECTF1�v
<br />WIND NUT OI 1//1'0- M� 11RR/BSCK'� Nro J" AS
<br />lam
<br />(3). w END ARE "a TRACK. COHREE'TION SMALL COMM OF
<br />t 4•0-?ON] 1• MS. w T 6N3/32 wN0 INR oR 1/41N3/r Mn. THUMBSCREW
<br />OEM= ON
<br />T BOT70M ION 0< iASTENEIIS Y SE AT EITHER OF TWO
<br />(3). FOR OASEf YIDID END PANELS NE IBE JONRIv w/ 13' MONO AT
<br />BUT DID PANELS ARE NOT CO/NKCFEO ro BD'TtOu TRADK1 •STOP BAR
<br />EXIERIOR FIAT PAN= OF END PANEL.
<br />(PJ F K PROVIDED AT TOP OF StICN PAKLS.
<br />(4). IN CASE TNT ENO PANELS Aft NOT CONNECTED TO BOTTOM TRIM (L0. A STOP BM
<br />IS ONLY USED AT TOP) AT LEAST TWO PANELS SMLL K CONIEC= ro BOTTOM TRACT
<br />USING BPLC3 s(01CA ON TORE (3) ABOVE. N SUCH CALK. CONNECTION a PANELS
<br />(4). FOR INSTALLATIONS WHEN ENO PANELS NO SOME NTIONORWOUNITED PANELS ARE DIRECTLY
<br />IDNDR PANEL
<br />BOTTOM '.
<br />NOCUR AT ANY PANEL LOCATION,ON
<br />,M.A E USMOE�Ad{OA Fw/ TOyC1L Q) AT /KpTT�pIN ALLps101 AM wTRAp,3Tpo7O/E12W�1LL
<br />µme, L1(LOIIINOf SPACEIO„
<br />(3). SEE SECTION 1TO
<br />3' 3' av SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. Uuu 1• Jp(O�pLvs IN6TAW�
<br />NEED TO BE CONNECTED ro
<br />S�•P A: r 4r.
<br />THEIRSUCH 1MOPERkAPSS MIPANELSTKTANNi LEFT i RIGHT SIDE OF TETHER PANEL) HAYE
<br />��-ill. r a _ �T;Z•73iC•7:t'Y� • ; . yap • :., . � �
<br />PoutHm COLYcC _.
<br />OR CaNp 6lOLRj 1
<br />REo1Alm , _
<br />I COAT.
<br />�
<br />{ 4Y r/1W�1 A
<br />I
<br />I
<br />{
<br />,
<br />'
<br />ou63
<br />.I
<br />�
<br />I
<br />'
<br />i
<br />I
<br />{
<br />I
<br />.
<br />CD•
<br />11
<br />I
<br />_
<br />I I
<br />II14-t0'P PAIR PUB W/
<br />. 3/uwoo • woo Nur wrtDe
<br />6
<br />0 6 I/4' O.C.
<br />p111�
<br />L BLOCK
<br />..._ REQUIRED
<br />WALL MNEWAA=
<br />SCALE 3/r-1'
<br />10 • ZO 1oR NI s tYK A
<br />Mom "M
<br />1/W'
<br />vow
<br />1/4•.
<br />roR 6rrMIAr D1W wID Waa
<br />SA" P TO
<br />Mh KAWM wPINs Q.
<br />7
<br />7
<br />M�Ao.r
<br />IRLB sROM.
<br />tItWIA.ANLYWII fJPIDNOt AND MPIIMIA
<br />1TIK DWAI10[ AK IIOIOMm a TMR
<br />••N9NYO a..w 6•U
<br />2
<br />3
<br />lQssxtE POET C.D. tOr iWN INSID17ro aM
<br />CCUWoX ANCH IP 9PACMi BY
<br />MAI1Kr m S►AM OWN ON 6LX1EAAs
<br />µ.ILL 0111.4M Y M
<br />3
<br />31
<br />A1TA6L Go. pa Ono"
<br />wr M rouDbs ACTORS. FOR IRO
<br />OPBWIaM TO K PaMILL RroYCED
<br />_- ________1 1I7•-..-_...
<br />... �•..-_
<br />..- �_
<br />t6V0s amm Uwe rcm soul Not
<br />K UM TNN UNION SPACE WINDOW
<br />roN D4DN Na1OR TV0[ a TN fDIWDut
<br />I 1
<br />_.-.____ _. L•'_._
<br />.-__.._.
<br />odNw. 6Lrn6s wuD a-z uwn slaw PYEL sYsrEM
<br />1. E-Z HAND STORM PANEL 94DWN ON THIS PRODUCT EVALMMTION OWA04 (P.ED.) HAS KM VERIFIED FOR COMPLIANCE N
<br />0.1) MINIMUM EMBEDMENT Or TAPCON ANCHORS AM PANEUTAITE FEMALE 10 ! PANIELMAIE PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (7s EDITON) OF THE MOMM NALDING CODE
<br />BLOCK SHALL SE 1 1/4•.
<br />DE" WUID LOAD$ SHALL BE DE1EI61NE0 AS PER SECTION 19200E THEM MENIIDHKD CODE.
<br />0.2) MINIMUM DOMIEM OF 1/4•0 X 7/6• CALK -IN ANCHORS SWILL BE IS 7/8' INTO CONCRETE.
<br />FOR A WIND SPEED AS RmUREO BY THE JURISDICTION WHERE TE$E SIKITTEM MARL K MISFM.LEpp AND
<br />FOR A DIRECTIONALITY FACTOR M-041, USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (AS.D.)
<br />NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PELWIRTED.
<br />DESIGN PRLg$IIIE RATINGS NDIGMED ON SHEETS 23 it 26.
<br />1/4' 0-20 SS SIDEWALK BOLTS USED SWILL K LONG E0U6M(SHORD ANY F64H MATERIAL EXIST) TO
<br />DIGACE 3/4' INTO ANCHORS.
<br />IN ORDER TO VERIFY THE ADM CONCITOK ULIIINIE DESIGN WIND LOAD$ DETERMINED PER ASCE 7-15
<br />SHALL K FIRST REDUCED TO A3,D. DCSION WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER To
<br />0-3) IN CAN THAT PKCAST STOE. 001 PRECAST CONCRETE PANELS K FOUND ON THE EXISTING WALL,
<br />To COMPARE THESE W/ MAX. "0) DOM NfE'fSMRE RATINGS INDICATED ON SHEETS 23 6 24.
<br />ANCHORS SHALL BE LONG ENOUGH TO BEACH THE MAN STRUCTURE SEHNO SUCH PANELS. MICHORAOf
<br />SMALL BE AS MERIOIKD IN S.I) AND N 8.2).
<br />N ORDER To VERIFY TINT COMPONENTS AND MAGNETS ON THIS P-E.O. A6 1131 WERE NOT OVER STRESSM. A 33X INCREASE
<br />IN ALLOWABLE STRESS FOR WIND LOADS WAS UM USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN
<br />DETERMINED IN ACCORDANCE WITH N.D.S. 201S.
<br />(C) ANCHORS 94ALL K INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AM SPECIFICATIONS OF THE ANCHORS
<br />SioRIM PANEL'S AODDUACY FOR IMPACT AND FATIGUE RESISTANCE HMS KEN VERB o N ACCORDANCE ISM SDCToN 106 OF
<br />MANUFACTURER.
<br />TK ADM MENTIONED CODE AS PER FENESTRATON TESTING LABORATORY. OX. REPORT 12032. AS PROTOCOLS 7A6-201,
<br />11 R SIWl K THE RESPONSIBILITY OF THE CONTRACTOR To VERIFY THE SOUNDNESS OF THE STRUCTURE WNEWE SHUTTER
<br />TAS-202 AND TAS-203.
<br />PROPER NICHORAOE. TARS SHUTTER SHALL GAY K ATTACHED TO CONCRETE. BLOCK
<br />46 TOE
<br />TO K IN 2. THIS SYSTEM HAS KEN DESIGNED STALLED ON THE OUTSIDE OF THE OPP" ACCESSING THE OPENING FROM THE
<br />OR BUILDINGS. FRAME
<br />ASIDE W/O THE WE OF A LADDER OIL CRT. THIS APPLICATgN IS IWUO WHEN INSTALLATION 16 INTENDED TO K PERFORMED
<br />12. THE 0WALLMOH CONTRA" IS To VA/CAULK AL WITTER COMPONENT EDGES WHICH REMAIN R CONTINUOUS
<br />FROM THE INSIDE OF STRUCTURE.
<br />CONTACTJS WITH THE BULIXNG To PREVENT WM/RAN NIAIM, CAUUL MID SEAL SHNFTER HACKS ALL AROUND FULL
<br />3. SUM IWO INSTALLATION IS AWLICABLE TO SMILE SMILE ADOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION a REQUIRED TO BE
<br />PERFORMED FROM THE INSIDE Of STRUCTURE.
<br />13. STORY PANEL NSTA"TION SMALL COMPLY YARN SPECS ROOTED R THIS DRASNG PLEB MY "OM AG ZONING
<br />REGULATIONS PROVIDED Sf THE JURISDICTION WHERE PERMIT B APPLIED TO.
<br />SERIES 20OD INSTALLATION a APPLICABLE 70 SIMILE AND DOUBLE INTO AND NORIZOITAL SLIDERS SITE WPM" WHEN
<br />NSTAAIATON S REQUIRED TO K PERFORMED FROM THE INSIDE OF STRUCTURE.
<br />14, ATRIUM WIDOWS AND DOOR4 INC. E - 2 HAND STORM PANEL SYSTEM- a POOR POISING.
<br />5. ALL AUANNUM EXTRUSIONS TO BE 4063-1e NJAT AND TEMPER. (ONUiSS OTHERWISE NOTED)
<br />15. (a) THIS PRODUCT EVALLATON DOCUMENT (P.E.D.) PREPARED BY TINS 00094 R a OENEw AND DOES NOT PROVIDE
<br />INFORMATION FOR A SITE SPECIFIC PROJECT, ,a. WHERE THE SITE CONDTONS KVIATE FROM THE P.ED.
<br />6. ILL ALUMINUM SHEET METAL USEO AT CLOSURES SMALL HAVE 3105-H14 ALLOY.
<br />(►) CONTRACTOR TO K INOMMAM FOR THE SELECTION. PURCHASE AND wMALLATM INCLUDING LIFE SAFETY OF
<br />7. ALL STEEL SHEET METAL PANELS SHALL HAVE SIRIACT1RAL OJAUN STEEL. ASTM A-GW GNAW $0 MIA.. GALVANIZED STLCL
<br />TINS PROOO.T BASED ON INS P.E.O. PROVIDED HE/9NE DOES NOT DEARME FROM THE CONDITIONS DETAILED ON
<br />OESIO KTON w/F7- 31.3 W (AFTER ROLLED).
<br />THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE S THE CONTRACTOR'S RESPONSIBILITY.
<br />S. ALL SCREWY TO K STAMM STEEL 304 OR MS A191 SERIES OR CORROSION RCMANT COATED CARBON STEEL AS PER DIN
<br />(a) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED.
<br />50018 w/ 30 W YIELD STRDGiH AND 90 Hew TENSILE 111RENOTH r SMLL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4.
<br />(IC) SITE SPEC" PROJECTS S,ALL K PREPARED BY A FLORIDA REGISTERED ENGIEEIR OR ARCHITECT WF6C11 MALL
<br />9. BOLTS TO BE ASTM A-307 WLVMNIZED STEEL, OR AS 3014 SERIES STAINLESS STEEL. WITH 36 W NINMMUY YIELD STREHOM.
<br />BECOME THE ENOIIKER EO.R.) FOR TIE PROJECT AND WHO WILL K RE9POII VAU FOR THE FROM
<br />RECOUSE
<br />OF OFRD
<br />CWGD<
<br />A DELEGATED PIONEER TO 71K P.ED. ENDINEAI, SHALL
<br />10. AHCHM TO WALL SMALL K AS FOLLOWS:
<br />TO INNS LA STIE SPECIRC OR4wwu FOUR REVIEW.
<br />(A) TO EXISISM POUKQ CONCRETE-
<br />(.) THIS Pt.O. SAIL DEAR THE b11E AND ORIGINALS[At AND8t0rNi1AE Of THE PROFESSIONAL ENGINEER OF
<br />- 1/4.0 TAPCON ANCHORS AS MANUFACTURED W(LT.W. WILD". PC. (MN. ra-3192 PP.i.)
<br />RECORD THAT PREPARED IT.
<br />- 1/4' RS. 9 X 7/9• C4K-N ANCHOAS MANUFACTURED BY DEWALT INC. (MAN. ra-3000 p.O.L)
<br />- /14-10 PAW,WTE FEMALE ID k PAMELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSI%XlION PRODUCTS.
<br />16. STORY PANEL YNIUFA:IIp1ER'8 LABEL DWI SE LOOTED ON A READILY VOW LOCATION AT STORM PANEL IN
<br />(Cc-33$1)
<br />ACCORDANCE OF BUILDINGRIDA �$� K PLACED TOR EVERT' OPENING.
<br />RPj)
<br />t LM TO COOMMPLYNWM SEC1TITION31770.9.2 Of FLORIDA BUILDING
<br />A1) MINIMUM EMBEDMENT OF TAPCOI ANCHORS INTO POKED CONCRETE $HMI. BE 1 3/4- AND 2- FOR PANELMATE
<br />FEMME 0 a PAND.MTE PLUS.
<br />A2) MNNUM LOKEOM M OF 1/4-0 K 7//s' 0lx-N ANGNORS 9114E K a 7/6- HMEIE O CaNCR. NO EMIBEDYENT INTO
<br />ANT RASH MATERIAL MATERIAL SMALL SE P[RM/RED.
<br />1/4. 0-20 $3 SIDENIALX BOLTS USED SHALL K LONG ENOLGH(SHOOD ANY FLASH ►UMN. EDOST) TO ENGAGE 3/4'
<br />MID ANCHOR&
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<br />A3) F CASE THATNCH PRECAST SHAL STONE. PRECAST HCONCRETEMPANELS. OR PAVERS BE FOUND ON THE PANELS.
<br />FLOOR. ANCHORS lNIALL K LONG ENOUGH ro MACH THE MAN STRUCTURE KH11N0 SUCH PANELS. ANCIIORAOE SHALL
<br />..........
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<br />: No.44167
<br />(B) mm CONCRETE BLOC IMAM,
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<br />FLORIDA BUILDING COh YNWD Nurt10ano Zo
<br />- 1/4' 0 X 7/5' CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (rnt-16ao p...L)
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