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<br />_ _ 1. ANCHORS (SEE s£cnoNs ON sAEErs 17, ,e. 19 i 20) _ __ _ _ INSTALLATION DETAM FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />3' MOH,MAX3A/1T. WTI. 9 a SOW/Il Wt7, 6B/18. 3' MIN. INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />t' M_R(, �aAW/T9. 7AW/19 i MW/30 f"'�`aM//te, TMf19 i NW/20 1' MIN.
<br />D.M.or( - l_._..__, _ .. -_ _-___-.-._.._..._. .__ _._ ....-_. _._._..-- ._'----_- i/4' IAPCON ANCHORS _1/4' TATWN ANCHORS-__`1/i 7APCON ANCHORS _ _ _ I.4- TAPCON ANC -oft
<br />1 11 O 9• D.C. O 9' D.C. O 9. OC. O r DC
<br />a a a a a a b POLAEO CONCTE7E POURED CONCRETE POURED CONCRETE POURED Cf#lCRE7E -
<br />._T i i I ____ __-_ - ROCK REQUIRED �1t
<br />BLOCK RE. QUO1 D �_ OR CONCRETE S 9LOPt REQUIRED 1 BLOCK
<br />iK. WITTED �j
<br />.(. _ _.N ' ! : 1
<br />IJ•'i/4- 1 7 !'i7 i I I I I I E D e( I ED.• MM._� Eai E j e1. E' -_.-
<br />-I Lfall Tj I � � iI �f Q 1 ..QcP� AEavA w 1�I 'fiA+ eTTa. ✓ARa� �t+T. GONi, eoNr. I( {F7 RAFCA• ON PYAl _ ; ; j i
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<br />�AF_ _ , s as ` s% lu _ _ } A MAX. ( sre a [� I - ,n ,a °^ 9-t
<br />'.mil '- Wel; A .10 3JJ1• , : ' �, PANEL HEDULN EIISitN'fI„y 91 IST9A�J EXIS i OOSTIR j I (A
<br />I _ - + 1 ,NEAT NUT w.wlR .T HEDULE) FJI _
<br />QUANTUM I _ ..I�. _ - __ - .. 8' Gl.AiS 1 wiS GLASS _. O' CASS I I CUSS
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<br />t' MIN. 1' KIN. . T E O • .� 4 r t, `E.O... - ED, / L,V
<br />ANCHORS (5£E SECTIONS ON sHET?s 17, 1e. ,e i 20) __ _
<br />QPTION #2 FOR LIFE SAFETY STORM PANEL, ELEVATION j E ° W
<br />SCALE 3/T6'.1' ,/•' Out. ,AP i _
<br />: ,. i j ,,, 1� i
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<br />�` • •-F •s4J _ - 1/a' TAPCON ANGLERS 1 t' T.1FCtN
<br />__ i AsnGGEERED w/ SOW) - 16 4ATAGGIERRED W/ m1D) 4 1/2 D.D
<br />i 41/2'DC
<br />]L OARED CONCRETE BLOCK
<br />POUR}37 CONCRETE -_POURED CONCRETE _ D CONCRETE
<br />OR CONCRETE BLOCK 0R CONCRETE 8iAC1, OR CONCRETE ROCK OR CONCRETE BLOCK
<br />SECTION A -A WALL RIEIuulllTliiil iNSTALLAnON WALL VED YL1UNnNG INSTALLATION WALL MO11@?jGDINSTAUATION WALL MOUNTI"q I ! LLATION
<br />SCALE 3/+e--t- CTION 3A, SECTION 38 SECTION ALA SECTiON M
<br />MNur 4 REGULAR PANEL O LIFE SAFETY PANEL O REGULAR PANEL O UFE' SAFETY PANEI�
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.S"f.) AND ��a TN. SCALE 3/a'.," SCALE 3/a•-t" SCALE 3 /11'-1" SCALE 3/e'.,"
<br />CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE i ��''VCENIs�(•' .%D W, SEE BEET ,9 i 20 FOR +rc rTAL TYPE W ANCHM ^� T-/47' „NNNmt �
<br />_ SPACING FDA RstNSATIONS INTO Wo09 ''�" _•NAAAP -MO.. 'h,r
<br />2 No. 44167 i rRAAE 9DED919. M.. MOM fWAWW VA.) F ,Ap',T4 I...-
<br />MINIMUM ANCOR VACHCs AND WN RAI a4' ,;•'�,: n if •.• .�4s
<br />* -At
<br />' - * ma OS'I'NICE ARE INDICATED OR THIS •s.r'I.o a.n..r MI 3 * N
<br />' FLORIDA BUILDING CODE (Nth VelocityNurrteone Zone soma FDA ED. LESS THIN mextro ON P.A,WM ,o,",,,, 10„) L r= J F = FLORIDA BUILDING CODE N(h VelocityHurt
<br />I.
<br />MAXIMUM A.S.Q. Max. PANEL LENGTH 11
<br />= e2mo n,tro. Ic. sGEotnE pEDINc( AxcfuR R292P nTtxo, rc.
<br />MINIMUM SEPARATION PANEL s O,o'• FLOR10p :' 4r,�T. 20 GAGE GALVANIZED STEEL STORM PANEL ry M A.TVI +si SPACING SIUWN ON SCMEDLAE /CILBL 9t' 0.9[ e9eEe6i ►ACM - Nfl. 4i 2D DACE GALVANIZED STEEL STORM PANEL
<br />DESIGN PRESSURE L (Tt.) TO GLASS CONOIT1pN `+ ..... ��,,(f a1"N 9r' 9r THE FQL1oR91G rAnwa. Hal Tt I In, SO i _
<br />RATING (P.s.f.) (SEE SECTIONS) - a AaJTR/m2o OPERATION TOO KPOSI ox �swll NOT _ - ,gin- -- - - - %*••.. g TE DF�` -- �.,-
<br />-'rY"'TR - - ITL�C D IMc. ' PROTECTION PRODUCTS. LLC. [WM. BE LESS THAN M04RAW SPACING *MOM - - q I �r GLOBAL PROTECTION PRODUCTS. LLC.
<br />'' 9'• F '� j ��.L.
<br />__ sir M ••,,, PAVE. M =I'
<br />.wo ia. SI SI7EET FOR EACH ANCHOR TYPE OH THIS SCHEDULE 3 ,/2' -
<br />+55.0, -72.0 g'-g" 2 3 4" UNBOLTED - Jr- --- 10 A'� A( .faa s.. e, 9iK
<br />/ d '% yj6l� • caNPANr DINE n au,• O'' L R10 t*``B� l / .. PW. W.W. wL ,SANS. A.mA n SI. MW OMMI MIS. "Al, coumn-f79T 20-176 - 1 F'f R r WA r.« roe, n n.. PNOVI (9aMpR9-?US. NW: (w )aW & W
<br />I ,N.. M.1 M,-Im . a" , 0.1 eH-,sn kl�.�Sl N �ML �' +,".�,.. ofs AH- W. � ISM .,-I
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<br />REARED '1' NfJI;A.ED TEOURED - REQUIRED
<br />L 1/4'f TAAGDN O 0' O.C.114•f fAPDDN O e• O.C. 1 • ' , ,/4'f TAPGON O C O.G. t/.-P TAPCON a r D.0
<br />W/I ,j2- MIN. THREADEDIII - W 1 t/2. 41N. THIaA�ii - - w/1 Ifz' M4_ TIR(J,pEp -_ _V//I 1/2" 4rN. THREADED
<br />�p PENEiRATul/ AT WOOD TON AT IYDOD I ,; PFNETMTUN AT WOW ,, P[NETRATxs AT WOOD
<br />T" HEADER HEADER HEADER ,EIDER
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<br />Mm ) )' - Wn '! WTI{"( tuC raMt. - \EVCDMt I C $Wr 1-� WN1.uC>} CIS
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<br />iSEE NOTE 1 BELOW 'L' ae..
<br />1An 1A'Ift" It ( ) i p I€r , i en �Por� (SEE NOTE I ea0w) PANEL LENGTH
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<br />A[
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<br />11 11/8'f . 3/32' WING Olt 7/a9 . 3/32' WING t ;, WASHER 0 12 1/2, DC 1 . WAn9AER (BEYaNOjUT
<br />WASHER O 12 t/2. O-C OUT WASHER (KYOND) I 1 4'. TAPCON 0 e' O.G.'4'f iAPG71 O a' OCIS4� W/ ST40) o.0 t w 1 1 TIBIA A7 IPpIMOMJ}{' MN THREADED
<br />_-.W���y1 1//2E'DWN/ TNAEAOEDw)/1 I/71tEABED +I OF PUTS i- _- .._ - PENEIATE AT4Ven!".PENETRATION AT mvwm H I _. -.�___11 WOWNNATEg'.a MOOD PLATEII a PLATE a PLATE LL�� TfEQIIor RE
<br />- - - _REWIRED PLATE ";a S'COOun PWAIL IiOUNTINGINSTAILIATION WALL MOUNTING INSTALLAT12N
<br />ALTERNATIVE 7AW b REGULAR PANEL ALTERNATIVE 7111W
<br />SCALE 3/9--1" O LIFE SAFETY PANEL
<br />i RE��m O LIST SAFETY PANEL M4nN SCALE 3/8--I'
<br />SCALE 3/8--I- SCALE 3/8"-T" (9-No.
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<br />HIM ' CEN
<br />4 FLORIDA BUILDING CODE (High VelocityNurrtcan
<br />f P6TAUATIDNS ARE ONLY YALO FOR WILDINGS WITH AS.O. DESIGN LOWS
<br />UP TO +55.5, -72.0 PSF AND PMEL'S LENGTH UP 1a a' 6- 4 1 • �.•G' iE : 20 GAGE GALVANIZED STEEL STORM PANEL M
<br />2, FOR NEW WOOD FRAME CON6/WUCTIDN, WOOD MEMBERS TO BE SOUTHERN .
<br />PINE No. z. w/ SPECIFIC DENSITY of 0.55 OR CO Al i * : T E-5-�:__ oiN
<br />ZL ,, . S 4.,; _ i i l B f t o. n GLOBAL PROTECTION PRODUCTS, LL:C.
<br />COMPONENTS FOR SERIES
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<br />STORM PANELS
<br />(SCALE 1/2-I')
<br />--. '- 1591E - __
<br />- _- -. _. _
<br />15196' TOTAL WIDTH --
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<br />- 2.250'---I
<br />-2.591"- AL.
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<br />- 125W' (EMCTYVE WIDTH)_ -. -
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<br />1 ._.. I-
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<br />2.244'
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<br />O REYEIl�iED "U* TRACK
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<br />BUILDING CODE N(h VelocityNu me Zone
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<br />DETAILS FOR 0PT10N
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<br />TAPCON O 8' O.C.
<br />#2 FOR UFE SAFETY STORM PANEL SYSTEM
<br />WOOD STRUCTURES
<br />- _ II I
<br />-
<br />1 4'F TAPCON 9 8' O.C.
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<br />-_-WI/1 1 2' MN. THREADED
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<br />MIN. THREADED PFnON
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<br />WALL MOULTING
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<br />RRIEGiILAR PANEL
<br />WALL M041NnN0 INSTALLATION
<br />t!�tlj� O LIFE SAFETY ALTEMUTIVE ppNE4
<br />SCALE 3/9'•1"
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<br />2O GAGE GALVANIZED STEEL STORM PANEL
<br />rp.
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D. DESIGN LOADS
<br />UP TO ♦55.5. -72.0 Psi AND PANEL'S LENGTH UP TO 8'-8'
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<br />FINEND. 2, W/ SPECIFIC DENSITY OF 0.55 OR EOUAL
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<br />FaIE cOwcFEn AIICHDIE. SEE ,-IWi�_ raNCWETE ANCNDIa (T!F) 3- NTT..
<br />O -' SCHeDUIE OM AeS ffi, FOR SHEET SCALE- J'-
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<br />_ _ ' SEE NONE 4 BELOW NBTE 3
<br />- • 1'-
<br />MAr (PAELMI,IE
<br />TAR CONCRETE A MR w SEE y "-:, AT E7RD TWW ,n'
<br />WTI SLE➢AE E SEC! 2O NUR w000 SCYEYI: ,n• A fNO )
<br />STE SECTIONS ON 4/NEt 2e
<br />5EZZ JJ�� INTERIOR PNELSS.
<br />OR wJ OR W/ `v t5' + IASy PANEL 70 8E .STALLED AT EACH
<br />JEOr 3 iD © O@.O ILAST PANEL 70 BE NSIALIED A7 EACH OPEIiNG SWAYS R PROVlOEp W/
<br />NO ALWAYS BE PRtlNWD W/
<br />REAR HANDLE 70 FPCIUFATE INSFALUIHOM
<br />REAR 1
<br />AF HANDLE IQ FAOIRAn WISTAW w INTENDED t0 R INSTALLED FROM
<br />- IF NTENOED TO R INSTALLED FROM INSIDE or STRUCTURL
<br />-
<br />A6uP
<br />SOT[ vw . I- Or S10.{NCTURL
<br />r-,/.• Yr. GAP � ,/• MA. 9r rt/.- YIN GWI V.• HA. W �-
<br />- --- -_
<br />T aR©W/ ce a/o O.0 1 TEIWII,'E LOCATION
<br />SECTION A -A SECTION B-B AT END140,01)
<br />,TGAE 3/3r - r so" 3/m. - r
<br />N4iFi_. (1). DEFINITION OF SERIES 1000: E - 2 RACKS AANG O�RM PANEL PASYSTEM NEIMIITE PLC tOF PANEL LONG .
<br />e1100 2 AT BOTTOM Wf PANFLMATES,
<br />(1) DEFWTTXH DF EM113 E - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL .
<br />CRnI. TRACKS TOP a BOTTOM. (2). END PANELS SHALL ALWAYS BE CONNECTED TO NG SILL WALL BY MEANS OF
<br />(2) PANCt:i SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERASE A STOP BAR PANFIIMTES OR, E US® NTLY w/ 15' LONG TRACK AT B0T70M, EMp PANELS
<br />6 SHALL 8E PROVIp£D AT TOP OF SUCH PANELS. SFMLL BE CONNECTED TO W/ 114'f-20.3/4 5. Wf 7/ ". Jj32'
<br />WING I/4-A-20S3
<br />NUT OR Yln. 1f'MMUYBSCREW MNTO TAPED (2 IExCEPT AS
<br />(3) IF END PANELS ARE CONNECCT,EEDD TO BOTTOM TRACK. EQUINES ION $NIL CONSIST OF DESCR BED ON HOTS (J) L,Y Mi
<br />1J4'f-ZOx3/4' MS. W/ 7/e'h3/32" MT�X. NUT OR I/4•W.3/4- Mtn THUMBSCREW
<br />(3) FOR CASES WHEN END PANELS ARE 115E W/ TS' LONG Nil AT
<br />INTO TAPPED BOTTOM 7RACN. LOCATION OF FASTENER$ MAY eE AT EITHER OF TWO ,pINRY
<br />EXTERIOR FW FLANGES OF END PANEL j{(TTTOM EIUT END PANELS ARE NOT COTO EMM TO WT(OM TRACK 2 . Yi STOP BAR
<br />eU SHALL BE PROVIDED AT TOP OF SUCH PANELS.
<br />(i.e. TO A TTOP BAH (4). FOR INSTALLA7WNS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY
<br />(4), IN GALE THAT ENO PANELS ARE NOW CONNECTED AL BOTTOM CO CONNECTED
<br />IS ONLY USED AT TM) A7 LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK MOUNTED 70 EXISTIRD SILL WALL AIFAW9 OF PANELMAILS, ONE INTERIOR PANEL
<br />BI�J
<br />ON HOTS AN ABOVE IN SUCH CASE, CONNECTION OF PANELS MAY BE USED MNTLY W TRACK
<br />USING SPECS TRACK MAY Al 807TOM ATTACHING BOTTOM TRACK TO WALL
<br />TO BOTTOM 1RILCK MAY OCCUR AT ANY PANEL LOCATION. W/ TWO PANELSATES F NO SRAgAD SHOWN ON ELEVATION AND Is 3 I/2•
<br />,(}�j,
<br />Min. EDGE DISTANCE, FOR THIS
<br />(5) SEE SECTION 1', 3' i 4' ON SHEET 24, SEE ANCHOR SCHEDULE ON SHEET 25. IMEk10R PANEL USED JO Y W/ DOES
<br />HNINIMNA NOT NEED TO BE CONNECTED TOG1S(�1,J BY ANY MEANS. TRACK (g2�Jtl SHALL ITT INSTALLED
<br />LN N.ry SLIOf THAT ADJACENT PANELS ( THE LEFT i RIGHT SI. " IFNTERIOR PALFLd HAVE
<br />p TJ(
<br />,��� jl THEIR OVERLAPS RETAINED BY �.
<br />'' •--I ''�
<br />A \\LENS FLORIDA BUILDING CODE h V*I!M Hurrlcons Zone)[
<br />-
<br />F "0 n �' "� 20 CAGE GALVANIZED STEEL STORM PANEL rr.
<br />: No. 4 167 ° _
<br />DRAWN W'
<br />" STAT OF 1��_�r TL Ei C O'w�. GLOBAL PROTECTION PRODUCTS. U.C.LC. ,wTG q
<br />A" S W E1 STOOD
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<br />+ 7 M@T tX 0/ m
<br />INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />_II/4" TAPCON ANCHORS ,/4• TAPCAN .ANCHORS
<br />O 9. O.C. O 9" D.C.
<br />POURED CONCRETE POURED CONCRETE
<br />OR CONCRETE OLD" OR CONCRETE BLOCK .
<br />REOUt0.ED �1 REQUIRED �1 -
<br />.� I/•- , 1/4'
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<br />__/t4-T0.0 PANEiMATE WLS W/ � 14-1D'0 PANENYATE PLUS W/
<br />.-.$j8•f . 3/32' WINO NUT WASHER _ /B'e ,I 3/32' *AD NUT WASHER
<br />*a I/.' O.C. (BEYONO)
<br />eDUREOR OCONCRETE RED CONCRETE
<br />CONCRETE BLOCK _OR CONCRETE BLOCK
<br />REQUIRED REOARED
<br />WALL MOUNTING INWAU ATNNN WALL MOUNTING INSTALLATION
<br />SECTION 5A SECTION 5B
<br />O RUWLAR PANEL O_ LIFE SAFETY_PANFI,
<br />SCALE 3/6-•1" ,..mvION11"'N SCALE 3/8-.1-
<br />SEE SINES 19 ! rm TAR ANCHORS FOE !
<br />MOM Tim
<br />Ile.
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<br />SPACING FOR RMALLAt1011i WTD WOOD
<br />Me Action seces (I.)
<br />3
<br />3
<br />FRAME 9U110IG.
<br />hill^" ANCHOR SPACINGS AND WMN4
<br />EDGE DISTANCE ARE MGKATM 04 TISa
<br />•Rar t)
<br />G.
<br />3
<br />X
<br />SORDL E FOR " LESS TWIN MfD
<br />SCHMAE REDUCE ANCHOR SPACING n
<br />MRTXKYK SPACING. SHOWN ON SCHEDULE
<br />Bel, On)
<br />3
<br />3 ,n
<br />Waft Ls"Kmomma
<br />FROM
<br />BY THE FOLLOWING FACi01S FOR THIS
<br />d'OMEpN 10 ITT POSR.E REOUCEO
<br />_ _, In,
<br />_.
<br />-
<br />. .
<br />SFVCWC ONTAlO USING FACTOR SNALL NOT
<br />TOM LESS TIMINIMUM SPACaNC MONATED
<br />FOR EAC N ANCHOR TYPE ON THIS SCH®ULE
<br />I t/r
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<br />CODE
<br />CENEIRAL NOTES. V& in
<br />ANE-Z ILAN6 S'TORrE fAtJE1 �c_:'vM
<br />1 E-Z HG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PEED-) I05 BEEN VERIFIED FOR COMPLIANCE IN B.♦) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE 4)i PANELMATE PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIN BUILDING CODE. BLOCK SHALL BE 1 1/4-
<br />DESIGN WINO LOADS SMALL BE DETERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED CODE, 8.2) MINIMUM EMBEDMENT OF 1/4.0 X 7/8' CALK -IN ANCHORS SHALL DE 15 7/0' INTO CONCRETE.
<br />FOR A WIND SPEED AS REOIRREO En THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO ANY FINISH MATERIAL SWELL BE PERMITTED,
<br />FORA F -t DIRECTION1AliTY ACTOR Ka-0.85. LUStIM ASL-E 7 6 AND SHALL NOT EXCEED 11ME MAXIMUM (AS.D.) 1/4' 9-20 SIDEWALK ROTS USED SHALL BE LONG F7NCtiGH(SHOULO ANY FINISH MATERIALF'X15i) TO
<br />DESION PRESSURE RATINGS INDICATED ON SfiEETS 25 i 26. ENGAGE 3/4'* INTO ANCHORS.
<br />IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16
<br />SMALL BE FIRST REDUCED TO AS-D. DESIGN WIND LOADS By MULTIPLYING THEM BY 0.6 IN ORDER TO 8.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL
<br />TO COMPARE THESE W/ MAX. (ALS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 h 26. ANCHORS SHALL. BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE
<br />SHALL RE AS MENTIONED IN 8.1) AND IN 8.2).
<br />IN ORDER TO V COMPONENTS AND ANCHORE ON THIS P, AS TESTED WERE NOT OVER STRESSED, A .13ZF04 tNCREASF
<br />THE FOR NA
<br />IN ALLOWABLE STRESS FOR WINp LOADS WAS Mt2L USED IN THEIR ANALYSIS FASTENERS SPACING TO w000 HAS 8EET1
<br />DETERMINED IN ACCORDANCE WITH ND-S. 2015. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS ,AND SPECIFICATIONS OF THE ANCHOR'S
<br />MANUFACTURER.
<br />STORM PANEL'S ADEOUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY, INC. REPORT / 2032, AS PROTOCOLS TAS-20% 17 R SHAH BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER
<br />TAS-202 AND TA5-203. IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SWILL. ONLY BE ATTACHED TO CONCRETE. FROCK
<br />2. THIS SYSTEM HIS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE OR WOOD FRAME BUILDINGS.
<br />INSIDE W/O THE USE OF A LADDER OR LIFT THIS APPLICATION IS VAJO WHEN INSTALLATION IS INTENDED TO BE PERFORMED 12. THE INSTALLATION CONTRACTOR is TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS
<br />FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WWO/RAIN INTRUSION CAULK AND SEA. SHUTTER TRACKS ALL AROUND FULL
<br />3. SERIES 70W INSTALLATION l5 APPLICABLE TO SINGLE AND DOUBLE FLUNG S1Y'LE WINDOWS WHEN INSTALLATION +5 REQUIRED t0 9L LENGTH.
<br />PERFORMED FROM THE INSIDE OF STRUCTURE. 13 STORM PANEL INSTALLATION SHAL COMPLY MTN SPECS INDICATED IN THIS DRAWING ELUS ANY BUILDING AND TONING
<br />4. SERIES 2000 INSTALLATION 5 APPLICABLE 10 SINGLE AND DOUBLE HUNG AND HORIZONTAL SUNDERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PFRMO IS APPLIED TO.
<br />INSTALLATION IS REWIRED TO DE PERFORMED FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOORS, INC. E - Z HANG STORM PMEL SYSTEM- IS PAinO MOM.
<br />5. ALL A 40NUM EXTRUSIONS TO BE 6063-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15- (a) THIS PRODUCT EVALUATION DOCUMENT (P.EO.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PKMOE
<br />INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDNIONS DENTATE FROM THE v.E_D
<br />6. Al AJIMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-HI4 ALLOY.
<br />(e) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />7. ALL STEED. SHEET META PANELS SHALL HAVE SIRUCTUMI OWLLTY STEEL ASIAI A-853 GMOE 50 Min., GALVANIZED STEEL TH15 PRODUCT BASED ON THIS Pf.O. FRONDED HE/SHE ODES NOT DEVOTE FROM THE CONDITIONS DETAILED ON
<br />DESIGNATION W/Fy- 56.5 Asi (AFTER ROLLED). THIS DOCUMENT CONSTRUCTION SAFETY AT SFTE IS THE CONTRACTOR'S RESPONSIBILITY,
<br />8. ALL SCREWS TO Of STAINLESS STEEL 304 OR 316 A51 SERIFS OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON W THIS PRODUCT EVALUATION DOCUMENT WELL BE CONSIDERED NNVAUD w MODIFIED.
<br />5WT8 W/ 5O AWI YIELD STRENGTH AND 90 Ae. TENSILE STRENGTH i SMALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411,3.3.4
<br />(d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL
<br />9. BOLTS TO BE ASTA, A-307 GALVANIZED STEEL, OR AI51 304 SERIES STAINLESS STEEL. WITH 36 AI, MINIMUM WELD STRENGTH. BECOME THE ENGINEER a RECORO (E.OA,) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />USE OF THE PE. D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL
<br />10, ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TD THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW
<br />(A) TO fX t�'jyar,� 4Qf�
<br />(A) THUS P ED. SHALL BEAR THE DATE AND ORIGINAL SEA AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF
<br />- 1/4.0 TAPCON ANCHOR'S AS MANUFACTURED BY ITW, BUILDEX, INC. (MIN. P'4-3192 P.s.,.) RECORD THAT PREPARED I
<br />- 1/4" a X 7/8' CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (MIN. it-3000 P.W.I.) 18. STORM PANEL MANUFACTURER'S LABEL. SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN - 114-10 PANELMATE FEMALE ID d PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUI PRODUCTS
<br />ACCORDANCE WITH SECTION 1709.9.3 Of FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING.
<br />(Fc.3350 Ps i )
<br />LASEUNG TO COMPLY WITH SECTION 17099,2 OF 74C FLCRIDA BUILDING CODE
<br />At) MDAMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND 2' FOR PANELMATE
<br />FEMALE IO i PANELMATE PLUS.
<br />A2) MINIMUM EMBEDMENT OF 1/4'. X 7/8- CALK -IN ANCHORS SHALL BE S 7/a- INTO CONCRETE. NO EMBEDMENT Wro
<br />ANY FINISH MATERIAL SHALL DE PERMITTED.
<br />1/4- ►-20 SS SIDEWALK BOLTS USED SHALL SE LOW ENOUGN(SHWLD ANY FINISH ARTERIAL EXIST) TO ENGAGE 3/4•
<br />INTO ANCHORS. G N T1•ANp
<br />CZ/ °•'
<br />A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON T,E EXISTING WALL DR T�A";-'
<br />ANCHORS
<br />ROOK, ANCHORS SHALL DE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL *.- "�,CEN,s:'-.'Cp%
<br />BE AS IN Al) /AND W A.2).
<br />-
<br />- • No.44167
<br />(e) TO EXISTING SON gy
<br />*:D'_' " : i
<br />* '*'
<br />- t /4' a TAPCON ANCHORS AS MANUFACTURED BT 1 t W. BUILDEx, HNC - FLORIDA BUILDING CODE (High Vdoe Nurrtcane Zone
<br />- 1/4' f % 7/B' CALx-IN ANCHORS. A5 MANUFACTURED BY OEWALi INC (Em-T5W Psl:) -- wmo iStE00. K. 20 GAGE GALVANIZED STEEL STORM PANEL
<br />OF,
<br />- Itt.-10 PANELMATE FtMAA.E 0 ANO PANELATE PLUS ANOIORS. AS MANUFACTURED BY ELCO CONSTRUCTION
<br />�II'(p
<br />DAItiAPDY.
<br />PRODUCTS (T'm.2071 v \
<br />p.e.t.)
<br />� GLOBAL PROTECTION PROINICTS. TLC. 07n°RQ7°
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<br />FALLER A inLMT P.E -
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<br />INSTALLATION RgTAI „S FORSERIES 2000 AND 1000 E-Z HANG STORM
<br />PANEL(1)INTO POURED CONCRETE OR CONCRETE BLOCK
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