|
I 1l 1 ) I i'fT I illwllY'(R7111i0g _- il.IIEIL ! "-11 11--- _ - - 1 11 _ q 11--- -'
<br />.ANCHORS (SEE SECTIONS ON SHEETS 17. 13, 19 d 20)-..
<br />3' VAX. 3A/17. 11A,/17. Will,
<br />3WI7, •6/17. e9/16.
<br />3• YAx
<br />I' MN, SAW/4. 7AI A 4W/10 610/16. 7M/19 A MN
<br />---
<br />1' MN_
<br />D.M.DrC4)
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<br />(
<br />•'a• _6aLn R/�nY . J/y' - '�'•
<br />wIw.OH
<br />--'
<br />i I A PANEL LENGTH
<br />(SEE SCHEDULE)
<br />�nal a LPc wrn
<br />PAMB e0T0Y l'OANIW
<br />)rJ�
<br />1 1
<br />-
<br />I�oW1R.r- wAo Na a 1[R a R9• Malt :PKIRA:
<br />�. l4Ax 3A/17, M/17. 6A/1R �/17. 48/17. TY/16.
<br />1- IANN, M111/16, YAW/ 1S ! MW/10 EXTIERM pe'/H, 7W/19 9 WN120
<br />3- YA%.
<br />1' YIN.
<br />- ANCHORS (SEE SECTIONS ON STREETS 17, 18. ,9 a 20) - --
<br />OPTION #2 FOR LIFE
<br />SAFETY STORM PANEL(j) ELEVATION
<br />SCREE 3/18--1•
<br />,!.• NN OA
<br />oeI NTJpF/ 1 weL[ w+[Y) urt Elr[,Y
<br />01-0
<br />Out_ GAP
<br />uO
<br />- -MRM-
<br />SECTION A -A
<br />SCALE 3/t8•_t•
<br />1 6 • I ..� 6 :..L 6
<br />MAXIMUM A.S.D.
<br />Max. PANEL LENGTH
<br />MINIMUM SEPARATION
<br />PANEL
<br />DESIGN PRESSURE
<br />RATING (Ps I•)
<br />L (I1•)
<br />(SEE SECTIONS)
<br />TO GLASS
<br />CONDITION
<br />+55.0. -72.0
<br />a'-8"
<br />2 3/4"
<br />UNBOLTED
<br />F'3 VCEN '.��
<br />1 No.44157
<br />#t ##p :•
<br />L�09�•. "10RIO�3�
<br />PX 1FJ4./51GNAi11R/O,tt
<br />FLORIDA BUILDING CODE NI h Velocity HIM come ZOn9
<br />Mwo x,[w. Nc
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />Do" of
<br />R/NV=30
<br />GLOBAL PROTECTION PRODUCTS. LLC.
<br />L
<br />r•M a.. a, STREET
<br />FL
<br />M.XRv-9N7
<br />20-176
<br />a'm"-,w ''.°�c.'o°Em a
<br />GA-000g1a
<br />•lore: lM.)I4w71MIL TAP
<br />OwWNr W
<br />1 M ,.7-
<br />n_•"
<br />_ _ _ _
<br />mm « 0e M
<br />(Tq • TYAUT W "
<br />eAPA , I
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING WOOD STRUCTURES
<br />W000 HfJpER FOUO HEADER w000 IEAOp! - L r100D HEADER
<br />"REWIRED - REOVrfO RFOUYIREp�I ''REWIRED
<br />{ I lt•• TAPC-0N • r o.c. , lt•. TAPtX111 • e- Dc. , 4•• rAPcaN a Y oc{ 1 4'• TAP,X7N • e' o.c.
<br />/1 /1 1 F /
<br />P, 1 7• MR1. INP4DED lE KR. THREADED 1 I // n '�I'I / /3 1HIWAp[p I'I // /Y KN TatE/DED
<br />P(IWTRA PE1KlRA PO.[TRA
<br />2.
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<br />•L' NOL
<br />I
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<br />(SUS
<br />NOT , KlOG7 ,
<br />1' IN•.
<br />PANEL. UNC711
<br />.V -
<br />•i
<br />(SEE NOTE , K)-Ow)
<br />7n'r . 3/32' ,
<br />1
<br />iI 1 la1�/4N•.c.TAwPCOl N I9;
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<br />`•i 1 I 7/6Y.3/32• wRK NUT 1
<br />3/32' WIND NO r ifeY . 3/32HEa WV4 WISR 12 t/Y OC. -
<br />WA6HEN a /2 1/Tr O.0 i. "A MASER (BEND) �I
<br />L/4•I TAPCON a 6' O.C.
<br />YY /APCp1 • •' ED
<br />Oc. I' _ IJ1'r TAPCON a e' O.c. STUD,
<br />--1. _
<br />__ (47ADpEREp w/ TRIO) I'l4TAccDw! w 1 ' 2TIowAi wDMD Hr
<br />: 1 1 TGNI'NAAT YREADED . - , w I 1 7� M 1/ M THREADED
<br />0/ PLATE j I --
<br />THREADED
<br />._.', 'y. .. _46 MOOD PLATE z'SIR• wow PNrz
<br />�H Di PLATE a RATE IEQAIE gEOUPI(p
<br />PLATE
<br />2_g RODD PLATE
<br />A11ON WALL MOUNTING INST61ILLATION
<br />WALL A= wA�u����MORKD ALTERNATIVE 71W
<br />�� ���� scar 3/e .1' 0 LIFIE SAFETY PANEL
<br />N411TI SCAB 3/e'.1
<br />WALE 3/9'-1' SCALE J/e -,' P•
<br />e� •'`EN
<br />1. INSTALLATIONS ARE My I%D FOR BUILDINGS MIN ALOADS*
<br />SD. DES" LOA*. V 4 •••�' FLORIDA BUILDING COI
<br />UP TO •�!, -72.0 PST AM PAK1S LENGTH UP TO V-B- : 4 157
<br />ltamo 1aRCe. NC
<br />N0•: # 20 GAGE GALVANIZE(
<br />2. Poo NEW, WE r. WOOD MRommuCfDN wow «CYDERS To BE 3oixim N `.. - /
<br />FINE NO 2. W/ SPECIFIC DENSITY Or 0.65 OR rOUM. �'. STA UC--� � > 9B a /N�. GLOBAL PROTECTK
<br />B VUL01214CIZI 991 699 ES L •�
<br />15 196• (TOTAL MOTH)
<br />1 _ .-.. 1/4 12.501 (EFFECTIVE. WIDTH) ...... _. _ _. 1 3 _ ...
<br />- �0
<br />�pp �
<br />' `L�`�a_aa•1 D OW YN. THICK HDAMED
<br />"MAHIZED STM EDGE
<br />7.00D• 2 TYPE ASTM A_SS3
<br />EDGE
<br />'HEMMED TRADE so Mooku VENAL A_,T-
<br />T
<br />�.➢ETAA A 4ed wbo CALv
<br />-1.530'-�
<br />STORY PANEL
<br />PANfI.'S IND UP-
<br />M/ HOAMED ETXOE. / 1
<br />� 0.250
<br />HEMMED,_ ,
<br />ISOMETRIC VIDL A
<br />ROUNDED CORNER O ENDS Of PANEL'S
<br />END UP W/ HEMMED EDGE.
<br />(N T.S)
<br />~I ,
<br />I N
<br />VI
<br />3" Max. --I
<br />O7 3"'W(Max.) ALUM. ANGLE
<br />125'
<br />1 'P
<br />2.rm
<br />125-.7S0.
<br />�I
<br />O "1 TRACK
<br />I r-- --
<br />750• Des' (77P)
<br />---- -- 730' .7
<br />STO
<br />BOISI Alum. ALLOY
<br />075•
<br />2 SOD'
<br />70
<br />3.e00'
<br />2.244'
<br />H J
<br />1p
<br />L 1
<br />250'I.
<br />U2 REVERSED "h" TRACK
<br />t 25Q'
<br />7 I
<br />el3•I t.
<br />Q' j J.750'
<br />Li 1
<br />nro i
<br />OPAN PaER
<br />1 1 4
<br />6061-TS Alum. ALLOY
<br />1 I
<br />20.3/4-SI YS. W/
<br />3/32• WING NLn
<br />I (KYoND)
<br />._2.391• -r �l.
<br />'..r-2.250' I( I of
<br />07Y T
<br />*rP
<br />2 500•
<br />2,244'
<br />e � 9
<br />OE REVERSED "U" TRACK
<br />i 25'
<br />1
<br />zoos'
<br />© 2"TE5"jMaX,l ALUM. ANGLE
<br />FLIDRIDA BUILDING CODE 00ah Veloa(tY Hurricane
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />Tilt- TAPCON ANCHORS 11,4' TAPCOFI ANCHORS -TEAL• IAPCOM ORS ANCH1 4' TAPCON ANCHORS
<br />III O.C. a 9' O.C. W.
<br />/' OC. 9. OC.
<br />POURED CONCIETL POURED CONCft_w POURED C0RCI1[TE '' POURED ODNCII[iE
<br />OR CONCRETE OR CONCRETE OR coNC3ETE OR CONCRETE r;
<br />BLOCK REOUNED t1 BLOCK REQUIRED 1�, BLOCK REQUIRED E-.[ BLOCK REQUIRED 1 -
<br />E ! I k0.• E0.• E.D.•
<br />CONr. GONT. aNr. ' T
<br />I 1 1 I
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<br />S; (®''� $; 1_ 7/a••v!/]7' WING NO WASIIF71 17/R'Pv]/32 WINO NUT WASHER
<br />Gan \V11'► . 3/32• WINO NUT "' \ 4 ]/J7' wNG a 12 112. O.C. (BEYOND)
<br />1 WASHER a 12 1/2- O.0NUT WASHERR (BEYDNO)
<br />1:V• TAPCON AMCHOII4 1/4- TAPCON ANCHORS .. 1 . TAPCON ANG1011S 1 4' TAPCON
<br />__I, • 1/E' O.0 - _i 4 1/2• OC �4 1/2' O.C. _--iEAaR6
<br />(STAGGERED W/ STUD) (STAGGERED W/ STUD) O 4 1/2' O.0
<br />P01REO COHERES POURED CONC7Wif POURED CONCRETE _PPIIWD MAIIE
<br />bR CONCGFT[ BLOCK OR CONCRETE OLOCK OR CONCRETE BLOCK GR CDIDRETC BE
<br />REOUNM REWEEED REOUNID W-OLNRM
<br />���� W���
<br />R= SESE�JQ8
<br />O�FE�V.,
<br />SCALE 3/e".1" SCALE 3/0'-l" SCALE 3/e•.,• SCARE
<br />3/8•-1
<br />U
<br />FLORIDA BUILDING CODE
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING WOOD STRUCTURES
<br />I
<br />1 �4-• TAPCON 0 6' O.C. __. 1 I _...__ W �'rl TAPCAON YN. 0THI1E1 .C.
<br />W 1 1/2' MN THREADED tY/ /
<br />MEA
<br />N� T3Att AT WOW PEMEIbTTN7M Al 1m00
<br />S
<br />112
<br />wow HEADER _ 2•
<br />REWIRED
<br />L
<br />�
<br />YUA ff&-AA
<br />I
<br />1' HN•.
<br />ro
<br />(K,QD
<br />PANEL LENGTH
<br />E%ISTM6 rCAR WIST Is)
<br />oNAss-I
<br />I
<br />ISLE NOTE 1 BELOW)
<br />I
<br />1
<br />0 �
<br />2-.4' wVoO PV,rz 7/eY . 3/37• WING NUT
<br />REQUIRED WASHER e B 1
<br />/4. O.C.
<br />/14-10 PµEL/MTE PLUS
<br />• 6 1/4' O.C. W/1 i%e"
<br />YIN. TNAEADCD PENETRATION
<br />AT MVAWH OF PLATE
<br />WAMI�IN���DN
<br />��
<br />NOTIES,
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH ALSO DES" LOADS
<br />TO . +W!t. -72.0 PST AND PAIWC'S LENGTH IRE TO V-e'
<br />2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO 2. W/ SPECIFIC DENSITY Or 0'55 OR EQUAL
<br />24 (ssE NOTE 2 mom
<br />FI4." S.IAS 1'/24 4'/24 4 W/ o" - (D.® (SCE MIT 2 SUAN)
<br />. AGN ND FOR CONCRETE r ` SC [ ANCHORS, e� - - N
<br />rA ,•YM At60 IT
<br />F•
<br />LrI• fII __ �,/Y
<br />I
<br />I') Ola PAWL) XNTRaMr' PMNO, (AIRLOK P4NU ("TIMM ARIL)
<br />f Stx NOTE 2. 3.. eELnw 1 ;I ,, I I I i I , I ; I � i K�Kor�,)
<br />�•�P-'-f•r-Ir- II I 1 I 1
<br />i I •I I I i- i I BBLt II-wV _..-
<br />I
<br />4 •- YS w/
<br />40
<br />I1 I I-r1TTt-7T �•i I ' Il�II I I 'I r I I I ,.�T�(
<br />I I
<br />WE NOTE 4 BELOW !Ef KDIE 3r r -,
<br />WA. .cll CONCRETE ANCHKIR; SO: BEIOw
<br />SGCDAE ON MEET 23; FOR wow WENT TE EN.
<br />S}QQKLDw"mE' © SET SECTIONS ON SMUT H
<br />ORWW/D©.O / OR
<br />1AtiT Pµn�� yr,�� TO K en1AL1IIl AT EACH
<br />TYPICAL ELEVATION FOR S OPOANO SHILL ALWAYS K PIRKI•IOEO w//
<br />RGR HADLE TO FACILITATE MS,ALLATIOM
<br />_STORM
<br />P NTENODO TO K INSTALLED :TOY
<br />SRaw OF STRUCTURE.
<br />,-,!.• NA.. GAP 7
<br />,/4'
<br />SEC'ON A -AA -A
<br />SOIL[ 3/3Y - T3
<br />NDIES�
<br />(1), DEEPB(1D14..QF 5EIII +mn; E - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL
<br />Cont. TRACKS TOP a BOTTOM.
<br />(2) fll0 PANELS SMALL ALWAYS K CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR
<br />IF SMALL K PROVIDED AT TOP OF SUCH PANELS.
<br />(3), IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTON SMALL CONSISI OF
<br />1 4 e-20.]/4' MS. W 7/B'•r3/Sr WING NUT OR 1/4 '6A.7/4• Mi,. ToUYBSCREW
<br />INTO
<br />N O TARPID BOTTOM T ( EOCATDN OF FASTENETRS MAY Ri A7 EITHER OF TWO
<br />EXTERIOR FLAT FLANGES OF END PANEL
<br />(4), IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (I.• A STOP BAR
<br />IS ONLY USED AT TOP) AT LEAST TWO PANELS SMALL BE CONNECTED TO BOTTOM TRACK
<br />USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF PAWLS
<br />TO BOTTOM TRACK WY OCCUR AT ANY PANE LOCATION.
<br />(5) SEE SECTION 1'. 3' a 4' ON SHEET 24, SEE ANCHOR SCHEDULE ON SHEET 25, ,.,,•„_.
<br />1
<br />1/2•
<br />11/4.
<br />7•, 1�
<br />..---
<br />MP..
<br />,.._
<br />WOOD "UNDER
<br />REOIIRED
<br />CO
<br />Nel,10 was
<br />ORX SOCw 'a)
<br />EXETING aN P•ET ,a)
<br />r
<br />CLASS
<br />'L' Mw
<br />-
<br />4
<br />PANEL LENGTH
<br />ANE
<br />(SEE NOTE 1 BELOW)
<br />5.5E M.S. WI
<br />{
<br />-i
<br />7/e•e . ana- �
<br />WVa Nut 1
<br />1
<br />I
<br />L
<br />10&4a
<br />EO
<br />I
<br />I'
<br />2•.4' WOOD PLATE
<br />REWWED
<br />7/8'R Y
<br />WASHER a
<br />3/32• WINO NIT
<br />(BEYOND)
<br />j14-10 PMELLATE P(
<br />• a 1/4' Go
<br />MN. TMREAM DON
<br />AT MIDWOH OF PLATE 1 : !. '.. , • ;1 ..
<br />WALL W9
<br />O L1FEE � PANEL
<br />SCALE 3/8'. 1.
<br />I' Mm 2'/24 bil 1'/24 a POAIr Nor NOTE ] enom
<br />EON NCOM agIS I1w J' Ye..
<br />Vert
<br />r -T
<br />(�� i I C I II i 1' � j i•I I I
<br />TI I
<br />1.. I 60 % •I
<br />RAKE) (NRR'DR PAND i I (ETD R14J
<br />GEE I. 3, 4 n.oi4I I ` IKIY NOTE 2. 3 . KIOII
<br />1F+• 17'" 1•� 1 III ��i(•I 1`j Il II
<br />Aa It
<br />,
<br />AT YENb oLDaCATED -,---, r.__�_ •• _ YJ iI LTatlUPrzANLrtsoGT'D"
<br />NIEN1dR PMEL3T 1p . In•'. )
<br />"•-- • LAST PN1C1. CIS TO K INSTALLED AT EACH
<br />oPDN/G 91W�ALWAYS BE MOWED W
<br />TYPICAL ELEVATION FOR 1000 REAR HANDLE TO FACATAx INSTALLATION
<br />IY NIENGED TO K 1NSMLlEO FROM
<br />E-Z HANG STORM PAN9L
<br />INSIDE Or STRUCTURE
<br />TDME 3/w . ,
<br />r,/a' W. W VC N.. GAP
<br />f o LOCATION B-B v-L �)
<br />No76 ful ww - I'
<br />(1). ,ImwIXN QF eFNFe ,200. E - 2 HAND STORY PANEL SYSTEM CONSISTING OF PANEL .
<br />1. TRACKS AT TOP A PANEWIE PLUS OR 15' LONG
<br />1 BOTTOM W/ PµEL►AT[S.
<br />(2) END PANELS SMALL ALWAYS K COIINfCS TO [%1�j1HC SILL WALL BY MEANS OF
<br />►ANELMA"E5 OR, F USED T W/ 75' TONG @) TRIX AT BOTTOM, END PANELS
<br />Of
<br />SMALL K CONNECTED w w/ 1 �{Y-20P3/4 S. W/ 7/ 3/J2
<br />WING NUT OR 1/1'e-20r3 Min. THIIMBSCRF,w NNTO TAPPED T(E CCPT AS
<br />DESCRIBED ON NpiE (3) Ow),
<br />(3) MR CASES WHEN END PANELS ARE USE JOINTLY W/ 15- LONG IRAQ © AT
<br />BUT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK () 3 STOP BAR
<br />SHALL BE PROVIDED AT TOP OF SUCH PANES,
<br />(4). FOR INSTALLATIONS WHEN END PANELS µD SOME INTERIOR PANELS ARE DIRECTLY
<br />MAMOL BE SEDF._%SNTL TRACK (2)YAT FA BOTTOM
<br />OT IMµT[ACW BOTTOM AND
<br />TRACK PANEL
<br />W/ TWO PANEUMTES FOLLOWING SPACING/
<br />Mtn EDGE DISTANCE. POR THIS CAINTERIOR PANE USED JOp(tcr wf DOES
<br />NOT NEED TO BE Co.,.70 BY ANY MEANS TRACK SHALL NS/Al1ED
<br />SUCH THAT ADJACENT PAKLS LEFT A RIGHT SIDE OF TILT a PING) HAVE
<br />THEIR OVERLAPS RETAINED BY �.
<br />INSTALLATION DETAILS FOR OPTION 92 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />I/4' TAPCON ANCHORS 11' TAPCON IJ404M
<br />9' O.C. • 9' O.C.
<br />POURED CONCRETE POUM CONCRETE_�
<br />AIOA, I
<br />ED.-
<br />THIS, 10
<br />I 1
<br />E%IS(IIID�' i EMT,gE„j
<br />DIA95 � � a GLASS ... • - �_ j � a
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<br />0a-1 •• W 0 P 2' WING UT /
<br />/B'r . - OC WlnO NUT IMSr1Elt
<br />a 6 1/4- 0 C.
<br />POURED CONCRETE
<br />OR CONCOCT[ BLOCK
<br />REOUIRED
<br />O RE�NE�
<br />SCALE 3/8 .-1
<br />1/4S
<br />,p1
<br />ffi PICEF Hem FOR MN04XS TYPE •
<br />MOffi t/!C
<br />Pus
<br />6 FOR NITALLATNDI6 PRO WGNO
<br />TALI A,401 OWING On,
<br />7
<br />MS
<br />FIRMS RU
<br />MINIMUMMINIMUMANCHISPACINGSI, ANDN1NYW
<br />171UE DISTANCENE ON mW
<br />•Fr, rnI1RA
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<br />GI�FAL N17TESL VALID E-2 eYBlr. STORY PANEL SYSTEM
<br />1 E-2 ANC STORY PAWL SHOWN ON THIS PRODUCT EVALUATION TON OOCLNENTP.fD) ABEEN VERIFIED OU FOR
<br />R COMPLIANCE ANCEIN
<br />ACCORDANCE DANCE4IHTHE ?02071A ECHOEOF FLORIDAOBBUILDING CODE,
<br />DESIGN WIND LOADS SMALL BE DETERMINED AS PER SECTION 1520 OF THE ABOVE MENTIONED COOL,
<br />FOR A MIND SPEED AS REWIRED By THE JURISDICTION wNERE THESE SHUTTERS WILL K INSTALLED AND
<br />FOR A DRECTONAUF FACTOR Kd-OAS. USING ASCE 7-16 AND SHALL 1401 EXCEED 714E MAXIMUM (A.S.O.)
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 A 26.
<br />IN ORDER TO VERB THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16
<br />SMALL BE FIRST REDUCED TO AJ5.0. DESIGN WIND LOADS BY MULTIPLYING THEY BY 0-6 IN ORDER 70
<br />TO COMPARE THESE w/ MAX. (ISO) DESIGN PRESSURE RATINGS NOIONED ON SHEETS 25 A 26,
<br />N ORDER TO VERFV THAT COMPONENTS AND ANCHORS ON THIS P.E-D. AS TESTED WERE NOT OVER STRESSED, A 337E INCREASE
<br />1N ALLOWLIE STRESS FOR WIND LOADS WAS BM USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS BEEN
<br />DETERMINED IN ACCORDANCE WIN N.O.S 2015-
<br />STORM PµWS ADEOUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED N ACCORDANCE WITH SECTION 1626 OF
<br />THE ABOVE ME14TONW.D CODE AS PER FENESTRATION TESTING LABORATORY. INC REPORT / 2032. AS PROTOCOLS TAS-201,
<br />TAS-202 AND TAS-203,
<br />2. THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE Or THE OPENING ACCESSING INE OPENING FROM THE
<br />INSIDE W/O THE LIST OF A LADDER OR LIRE THIS APPLICATION IS VALID WHEN INSTALLATION IS INTENDED TO BE PERFORMED
<br />FROM THE INSDE OF STRUCTURE.
<br />3. SERIES 1000 NSIALLATON IS APPLICABLE 70 SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN NSTALIATION IS REQUIRED To BL
<br />PERFORMED FROM THE INSIDE or STRUCTURE.
<br />4. SERIES 20DO INSTALLATION IS APPLICABLE TO SINGLE AND DOABLE HUNG AND HORIZONTAt SoUERS STYLE WINDOWS WHEN
<br />NETAILATON IS REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE,
<br />5. ALL ALUMINUM EXTRUSIONS TO BE W63-76 ALLDY AND TEMPER. (UNLESS OTHERWISE NOTED)
<br />S. ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE 3105-H14 ALLOY,
<br />7. ALL STEEL SHEET MRAL PANELS SWAM HAVE STRUCTURAL DUALITY STEEL_ ASTM A-653 OWL 50 Min.• GALVANIZED STM
<br />OESIGNArOH W/Py. 58.5 Krl (AFTER ROILED).
<br />B ALL SCREWS TO K STAINLESS STEEL 304 DR 319 AISl SERIES OR CORROSION RESISTANT COATED CARBON S M AS PER DIN
<br />50018 W/ 50 Kit YOn STRENGTH AND 90 YP TENSILE STRENGTH A SMALL COMPLY N/ ROR(DA BUILDING CDDE SECTION 2411.3.34
<br />9. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR ATS1 304 SERIES STAINLESS STEEL, W'H 36 Ini MINIMUM YtrJ D STRENGTH,
<br />10 ANCHORS TO WALL SHALL BE AS FOLLOWS:
<br />(A) TD %la; . P9V�D._LDlILHETL
<br />)/4•0 TAPCON ANCHORS AS MANUFACTURED BY ITW BUILDEX, INC (MIN 1' -3102 P.a..)
<br />1/4- F X 7/6- CALX-IN ANCHORS. AS MANUFACTURED BY DEWALT INC. (YIN. fc-3000 P.•.I )
<br />-- 014-10 PAAELMATE FEMALE ID A PANELXATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS
<br />(C3350 PA L)
<br />A1) WNRIUY EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4' AND 2" FOR PANEIMATE
<br />FEMALE D A, PAWLMATE PLUS.
<br />A2) MINIMUM EM6fDMEM Or 1/4-0 X 7/8• CALK IN ANCHORS SMALL BE IS 7/5- INTO CONCRETE NO EMBEDMENT INTO
<br />ANY FINISH MATERIAL SMALL BE PERMTTED
<br />1/4• e-20 SS SIDEWALK BOLTS USED SMALL K LONG ENOUGN(SNWLD ANY FINISH MATERIAL EXIST) TO ENCACE 3/4-
<br />wm ANCHORS.
<br />AS) N CASE T/A7 PRECAST STONE. PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON 'NNE EXISTING WALL OR
<br />FLOOR, ANCHORS SMALL BE LONG ENOUGH TO REACH THE WIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SMALL-
<br />BE AS MENTNCD IN A1) AND N A2).
<br />(el i0 EXISTNc cDNcgE7E 1xNx�• eru
<br />1/4- F TAPCON ANCHORS AS MANUFACTURED BY I.TIV BULDrX. INC F
<br />1/4' P X 7/e" CALK-I"µCHORES. AS MANUFACTURED Fly OEINALT INC (V' Isw PRE.)
<br />#14-10 PANELMATE FEMME 0 AND P,INELMATE PLUS ANCNONS, AS MANL4'ACTURED BY ELCO CONSTRUCTION
<br />PRODUCTS (R'm-2071 P.RL)
<br />,414-101• PµELMATE PLUS W/
<br />/e a . 3
<br />/32- WIND NUT •ASHVI
<br />(BEYOND)
<br />POURED CONCRETE
<br />OR CONCRETE BLOCK
<br />REQUIRED
<br />WALL
<br />SCALE 3/8.., •
<br />Nuricane
<br />B 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PµELMATE FEMALE 0 e PANELWTE PLUS INTO CONCRETE
<br />BLOCK SHALL BE 1 1/4-
<br />9.2) MINIMUM EMBEDMENT OF 1/4'• X 7/8' CALK -IN ANCHORS SNAIL BE IS 7/8' INTO CONCRETE.
<br />NO EMBEDMENT DID ANY FINISH MATERIAL SMALL K ENOPEeR�M..IvTTvE.uD�
<br />1/4' 0-20 SS SIDEWALKNG BOLTS USED SMALL BE LOUGH(SNOULD ANY FINISH MATERIAL EXbh To
<br />ENGAGE 3/4' INTO ANCHORS.
<br />B 3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXiSTDIG WALL
<br />ANCHM SMALL BE LONG ENOUGH TO REACH THE MAW STRUCTURE BEHIND SUCH PANELS. ANCHORAGE
<br />SrWl K AS MENTIONED IN 61A) AND N 9.2).
<br />(C) ANCHORS SHALL BE D61ALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S
<br />MAICUfACTAR[R.
<br />11 I SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER
<br />IS TO K ATTACHED 10 INSURE PROPER ANCHORAGE. THIS STRUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK
<br />OR WOOD FRAME BUILDINGS.
<br />12 THE NSTALIATON CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS
<br />CONTACT WITH THE BUILDING 10 PREVENT WNO/RAIN INTRUSION CAULK AND SEAL SHUTTER TRACKS AU. AROUND FULL
<br />LENGRt,
<br />13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED N THIS DRAWING PLUS ANY DADIMO AND ZONING
<br />REGULATIONS PROVIDED BY THE JUR4DIC'INXV WHERE PERMIT 15 APPLIED T0.
<br />11 ATRIUM WINDOWS AND DOORS, INC. E - 2 HANG STORM PANEL SYSTEM- I$ PATER PENDING,
<br />,5. (a) THIS PRODUCT EVALUATION DOCUMENT (REED.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE
<br />NFORMAIKN FOR A SITE SPECIFIC PROJECT': IF WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D
<br />(b) CTHIS ONTRACTORTO
<br />BASED DEN THIS P E.O SIBLE FOR TMPROVIDED HE/SHE DOES NORE SELMION, PURCHASE µ AND
<br />FROM MINSTALLATION [ECONDITIONSING LIFE SAIPM OF
<br />DEIALED ON
<br />THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY.
<br />(c) THUS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED NVALIO K MODIFIED.
<br />(d) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL.
<br />BECOME THE 04NEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL K RESPONSIBLE FOR THE PROPER
<br />USE OF THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENDINEEIR TO THE PEED. ETIGNEER, SHALL,
<br />Susma? To THIS LATTER tHE SITE SPECIFIC DRAWINGS FOR RENEW
<br />(e) INS PED SHALL BEM THE DATE AND ORIGINAL SEAL µD SIGIAtURE Of THE PROFESSIONAL ENGINEER OF
<br />RECORD THAT PREPARED R
<br />10. STORM PMEI. MANUFACTURER'S LABEL SMAU. BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN
<br />ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SMALL BE PLACED FOR EVERY OPENING
<br />ION LABELING TO COMPLY WITH SECT1709.9.2 OF THE FLORIDA BUILDING CODE.
<br />INSTALLATION DETAIS TOR -SERIES 2000 AND 1000 E-Z HANG STORM
<br />PANEL INTO POURED CONCRETE OR CONCRETE BLOCK
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