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<br />- ANCHORS (SEE SECTIONS ON SHEETS 17. I a, Is & 20) - -
<br />OPTION #2 FOR LIFE SAFETY STORM PANEL: L ELEVATION
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<br />I IFSTA
<br />"T&4 ARE DNRV VALID FOR EFULDINGS WITH &.S.D DESIGN LOADS . 14P�,�'�' - - - \ FLORIDA BUILDING CODE (High Velocity Hurricane Zone)
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<br />INSTALLATION MOUNTING INSTALLATION WALL MOUN71ING INSTALLATION
<br />SECTION SECTION 36
<br />" SEC71ON 48
<br />0 REGULAR PANEL 0 UEE SAFETY PANEL 0 REGULAR PANEL 0
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<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
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<br />, I 7/8,.,3/32' WING NUT WASHER I 7/8
<br />� I 6 12 1/2, CC (BEYOND)
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<br />, I It , 8 ,E . 3/32, WING NUT -
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<br />1_
<br />ANCHORS ' TAPCON ANCHORS _ 1/1 ' TAPCON ANCHORS _i=ON
<br />6 4 1/2- 0 C 6 1 1/2' 0 C * 4 1/2" 0 C
<br />(STAGGERED W/ STIA) (STAGGERED W1 STUD) 111I 4 1/2' 0 C
<br />POURED CONCRETE wOURED CDNCRM Po"RED CONCRETE �,UAEID
<br />DR CONCRETE BLOCK OR CONCRETE BLOCK OR CONCRETE
<br />OR CONCRETE BLOCK
<br />REOURED RFCQ*ED REQUIRE.- REQUIRED
<br />WALL
<br />INSTALLATION MOUNTING INSTALLATION WALL MOUN71ING INSTALLATION
<br />SECTION SECTION 36
<br />" SEC71ON 48
<br />0 REGULAR PANEL 0 UEE SAFETY PANEL 0 REGULAR PANEL 0
<br />SAFETY PANEL
<br />SCALE 3/B--1- sc-Au 3/8-., - SCALE 3/s*-," SCALE 3/21'.1"
<br />ANCHORS
<br />O.C.
<br />BLOCK
<br />JI �� ,,,,,1
<br />cusses`'
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<br />CONCRETE
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<br />MOUNTING INSTALLATION MOUNTING
<br />SECTION
<br />LIFE
<br />WALL WALL ME SHEET to A to `OR 11cw"S TYPE & MICRO "M Il.T.
<br />", " WALLAID'S ADD *000 .-.-.-.-- Micat, -
<br />INAME BUILDING. - AARFOR, -
<br />.) 3
<br />MINIMUM ANIMOR SPACIIIIIIS
<br />__ - ;PMR -__ (w-)- ---T- -
<br />,DGE DISTANCE ARE NoCAtED - 1-6
<br />�
<br />THAN! INDICATED ON .. -1 'a- vKN& III') - I- - -
<br />SO4EDM RMU1oj ANCHOR SPAcAIG BY
<br />IFLUTPLYPIC IPACWG SMDWw ON SCHEDULE Aclull. LA COME Mello fAcm
<br />IN, THE FOLLOWNG FACTORS FOR THIS
<br />OFICIATICIN 'O BE POSSIBLE. REDLIM , In- .
<br />SINDAK, OVIA"I USING 1110. SHALL MIT 2 1� -
<br />K UCSS THIN MINIMUM SPACINK, NINI
<br />rov EACM ANCHOA "PTE OA, rNS SCMECAAL Z.
<br />, I/,- -
<br />(
<br />MID
<br />FOR ED LESS
<br />- -I- __ _L1 I I P
<br />DACE GALVANIZED
<br />-
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING WOOD STRUCTURES
<br />I I 1
<br />I- 1 1/4 . 0 TAPCON 0 S* O.C. I __ I � 1/4 . 0 TAPCON 0 6- CC
<br />I
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<br />F I ! I , PENETRATION AT WOOD
<br />. HEADER . I , HEADER
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<br />REQUIRED , I - - ! M. 1
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<br />. : 718 -. � 3/32' WING Nut -.4- WOOD PLATE 1 1 7/8"It I 3/32' WING NUT
<br />C 2
<br />REQUIRED
<br />0 6 ./.- 0 FFICAFRED 11 . . I WASHER 0 (BEYOND)
<br />: I
<br />PMEUhMTE PLUS � i 11-0 PMELAAtE PLUS i .
<br />' ' 0715 t
<br />Fit . /'��' W" a _� MIN T�READED ,%E,pAT,;s
<br />;
<br />MIN. TH. 6 NET;
<br />/11�. I
<br />AT MIDW01H OF PLATE I - i I .1 M(DWVDTH OF PLATE
<br />WALL UNTING INSTALLATION WALL
<br />ALTERNATNE RAW "'00 I 0 ,,, ALTERNATIVE
<br />0 REGULAR PANEL .. - .. -, I ... 0 LIFE SAFETY PANEL
<br />SCALE 3/8'-!- ,I, .... .... . SCALE 1/8'"
<br />. .
<br />:? : . FLORIDA BUILDING CODE (High Velocity Hu, come Zone),
<br />Z WIS, No 441bi '. S PlFINK, .r"Ca Ilt:
<br />' i * j 20 GAGE GALVANIZED STEEL STORM PANEL o,M:: . I
<br />I
<br />I WALLATIO S ARE OFAL
<br />= : * � , -
<br />=
<br />UP TO 45 5. -72
<br />PSI Mo PANEL'S LENGTH UP TO 0'-B' , Thr � . � 0� ___dE0 - - '\ .viii/eint I
<br />ATE _-�.;LK,
<br />' I GLOBAL PROTE
<br />�
<br />S ATE , 77 _� .1 \ CTION PRODUCTS, LLC. DATE I
<br />,
<br />, '-` . � _IFZ S. 5, STFIECT
<br />2 FOR NEW WOOD FRAM CONISTRUIC'1,001
<br />AWK,
<br />2, W/ SPECIFIC DENSITY Of
<br />OR COJELI . M 0,1 e I IILIECO..c
<br />AD . ORI .� = rarrvix;j* rKon- DNAL m. MI.
<br />,
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<br />MOUNTING INSTALLATION
<br />8BW
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<br />0
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<br />SEE Man I (D./ OR ./O@, (D .411131"O. PAWLS -I,-
<br />I" (�) OR O`P!:.NO �- 010 ' LAST PANEL (D TO BE INSTALLED A' EACH
<br />TYPICAL ELEVATION FOR SERIM.. 20 i IF - PEN " AINAZ INSTALLED AT
<br />OPENING SMALL ALWAYS BE PROVIDED W/
<br />-00 REAR .I.xu 10 1ACIL1. .KTE P:%'1Mm*0./ TYPICAL ELEVATION FOR $EpEg jQQQ ", 'ATIENDED TO
<br />SE INSTAI.,10 FROM I
<br />I- __
<br />To &I ED FROM INSIDE OF STRUCTURE !
<br />E-Z HANG I SYSTEM NIC CI6AA I � -1
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<br />1/32' . " W-FIES SCALE �Ili,El - I.
<br />4.]Fq (1) PE0NI1T1Qb_QE_1EKS_=. L - 2 HANG STORM PANEL SYSTEM ,CONSISTING OF PANEL I
<br />(�nt
<br />AT TOP & PANELMAI FILN Or, IT LONG
<br />I9 Qff`!Nr,rAQN__Gf
<br />SYSTEM CONSISTING LF FANEL - AT BOTTOM W/ PANELVATES
<br />(21 Cord TRACKS TOP III BOTTOM. (2) END PANELS SHN'T ALWAYS BE TZ'NE TFLT6� -1:� AFE)LOT-TOM-EANS of
<br />. ,rD.PMELS SKALL ALWAYS BE CONNECTED 70 BOTTOM TRACK
<br />IEGF 0 . END PANELS
<br />CONT TE�SE To '74'%A
<br />HALL BE PROVIDED AT TOP OF SUCH PANELS SMALL BE /4-41-20.3/4 .S, W/ 7/8-:F,3/32-
<br />WING NUT OR 1/4-10-201r.wynk. ,THUMBSCREW INTO TAPPED 02
<br />PT AS
<br />OF DESCRIBED ON NOTE (3) BELOW)
<br />1/4- *-20X3/4- MS W/ 7/8-0
<br />,11LUBI (3) FOR CASES WHEN! END PANELS ARE USE JOINTLY / 15- LC��
<br />INTO TAPPED BOTTOM TRACK LOCATION OF FASTENERS MAY BE AT EITHER OF two �
<br />* , q) AT
<br />(rOM OUT END PANELS ARE NOT CONNECTED TO BOTTOM STOP OAR
<br />EXTERIOR FLAT
<br />OF END PANEL SMALL BE PROVIDED AT TOP OF SUCH PAN"
<br />(4) :N CASE THAI END PANELS ARE NOT
<br />, IF A STOP BAR
<br />S
<br />END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY
<br />USING SPECS INDICATED ON NOTE (3) ABOVE IN SUCH CASE. CONNECt;ON OF F`ANELS MOUNTED TO EXISTING ty
<br />MAY BE USED JOIN AT BOTTOM ATTACHING BOTTOM TRACK TO WALL
<br />TO 9070
<br />I! 5,l SEE SECTION 1', I & 4 ON S,4EV 24 SET. ANCHOR
<br />ON SHEET 25. Mitt EDGE DISTANCE FOR TH N.-St Ty-AtoR M`M_S USED JOCY
<br />,,,Dut ECONNECTEE TRACK 2 IISIL/ t INQTEASELFD
<br />1`14"'"'010 NUOC7 N QE To BE p
<br />0 Tj S I
<br />% E LEFT & RIGHT SIDE OF ERIOR PANEL) HAVE
<br />1"'��S ;" ..!tAt;;4,�', I.EI"', CVlTRL'A'DP'SXRCT'AJNpEAD BY , "
<br />4 .. I/ 1I, �� �0� ...
<br />-
<br />,,, ..-'� `%5? ]4 . \r,FN . S, ' FLORIDA BUILDING CODE (High Velocity H., can# Zom.)I
<br />. "O
<br />s : - . IF' -_ "WOo YLTECO. - ZO GAGE GALVANIZED STEEL
<br />: .
<br />= : NO.4 167 -, s
<br />= - , =
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<br />� . STAT OF :,Qr - GLOBAL PROTECTION PRODUCTS
<br />U.C. TATE
<br />S.�P- It _.4 / 11LIECOm. \
<br />"'. I Milim se 11 T"WEET
<br />.0 - , �r , "LLY, 'Teriel & ENGO"X
<br />CD MIT
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<br />TRACKS
<br />TORN PANEL E-Z HANG STORM PANEL SYSTEM 5L&LS-2000 F - .7 NMO STORM PANEL
<br />OTHERWISE A STOP BAR PANELREATES OR,
<br />(EXCE
<br />i3j ir END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNEC-ON SI CONSIST
<br />43/32- WING NUT OR 1/4'ft3/4' III,, '
<br />FLANGES
<br />CONNECTED TO BOTTOM TRACK (
<br />ONLY U!i6 AT TOP) Al ;EAST TWO PANELS SMALL BE CC44NECTED TO BOTTOM TIUMI (4) FOR INSTALLATIONS WHEN
<br />SILL TRAC
<br />K
<br />MEANS OF PMEJJAATES. ONE INTERIOR PANEL
<br />4 TRACK MAT OCCUR At ANY PANEL LOCATION W/ TWO PANELMLATES F OWING LNG SHOWN 04 ELEVATION AND W1 3 112"
<br />SCHEDULE
<br />PANE
<br />.
<br />STORM PANEL ..
<br />,
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<br />- PAKELeal
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<br />FRAME SULDING - NeNtie, MINKINC 01) I I -
<br />"W '"".01 MINI "a "'N" ___ - - -
<br />!� (-) _ 3 - ,
<br />SCHEDULE TO*
<br />LESS THAN 041CATED me M`,l INNIMA s,NA (-) I
<br />SCHEDULE tFUDECE ANCHOR SPACING W r:
<br />Muk"PILTec, SPA:iw;
<br />Ow SCHEDDLE AMA EA 11111011111: ommo
<br />By THE FOLLOWING FACTOM FOR THIS
<br />OPERATION TO BE POSSIBLE REDUCED , ,/It. -7
<br />SPAC4G OBTAINED USIMIC FACTOR SMALL AI 7 qz
<br />9.,15S THIN, __ SPACING INDICATED r .
<br />`N` '"C"C" II o" "" "Peaw I , ,p- I =_
<br />Mw
<br />INSTALLATION
<br />SERIES
<br />(SCALE
<br />-
<br />1 •,"- (TOTAL wor.COMPONENTS FOR ) 9-
<br />- 12 Soo'
<br />50
<br />--'i
<br />II
<br />• •
<br />�`'
<br />-
<br />W/
<br />(� REVERSED "U" TRACK
<br />t
<br />-
<br />PANEL'S
<br />6
<br />-
<br />(
<br />'
<br />ATE
<br />GAGE GALVANIZED STEEL STORY PANEL
<br />S/' ,,�4L
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />I� 4' TAPCON ANCHORS '.A- TAPCON
<br />1,4' TAPCON ANCHORS 1, 4- TAPCON ANCHORS
<br />OF 1), cc i it.
<br />4 9" 0 c FIR 2* cc
<br />POURED CONCRETE POURED CONCRETE
<br />Ca CONCRETE OR CONCRETE POURED CONCRETE POURED CONCRETE
<br />BLOCK REQUIRED - "I OR CONCRETE I , 7 ON CONCRETE
<br />RECILPRED r-C 11 BLOCK REQUIRED BLOCK REQUIRED f C -1 -
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<br />1�� '. .3/32' '
<br />,
<br />, I It , 8 ,E . 3/32, WING NUT -
<br />c _� ,� R 0 12 1/2' ac WASHER (BEYOND)
<br />1_
<br />ANCHORS ' TAPCON ANCHORS _ 1/1 ' TAPCON ANCHORS _i=ON
<br />6 4 1/2- 0 C 6 1 1/2' 0 C * 4 1/2" 0 C
<br />(STAGGERED W/ STIA) (STAGGERED W1 STUD) 111I 4 1/2' 0 C
<br />POURED CONCRETE wOURED CDNCRM Po"RED CONCRETE �,UAEID
<br />DR CONCRETE BLOCK OR CONCRETE BLOCK OR CONCRETE
<br />OR CONCRETE BLOCK
<br />REOURED RFCQ*ED REQUIRE.- REQUIRED
<br />WALL
<br />INSTALLATION MOUNTING INSTALLATION WALL MOUN71ING INSTALLATION
<br />SECTION SECTION 36
<br />" SEC71ON 48
<br />0 REGULAR PANEL 0 UEE SAFETY PANEL 0 REGULAR PANEL 0
<br />SAFETY PANEL
<br />SCALE 3/B--1- sc-Au 3/8-., - SCALE 3/s*-," SCALE 3/21'.1"
<br />ANCHORS
<br />O.C.
<br />BLOCK
<br />JI �� ,,,,,1
<br />cusses`'
<br />I
<br />1
<br />'
<br />f
<br />4'
<br />TAPCON
<br />CONCRETE
<br />BLOCK
<br />MOUNTING INSTALLATION MOUNTING
<br />SECTION
<br />LIFE
<br />WALL WALL ME SHEET to A to `OR 11cw"S TYPE & MICRO "M Il.T.
<br />", " WALLAID'S ADD *000 .-.-.-.-- Micat, -
<br />INAME BUILDING. - AARFOR, -
<br />.) 3
<br />MINIMUM ANIMOR SPACIIIIIIS
<br />__ - ;PMR -__ (w-)- ---T- -
<br />,DGE DISTANCE ARE NoCAtED - 1-6
<br />�
<br />THAN! INDICATED ON .. -1 'a- vKN& III') - I- - -
<br />SO4EDM RMU1oj ANCHOR SPAcAIG BY
<br />IFLUTPLYPIC IPACWG SMDWw ON SCHEDULE Aclull. LA COME Mello fAcm
<br />IN, THE FOLLOWNG FACTORS FOR THIS
<br />OFICIATICIN 'O BE POSSIBLE. REDLIM , In- .
<br />SINDAK, OVIA"I USING 1110. SHALL MIT 2 1� -
<br />K UCSS THIN MINIMUM SPACINK, NINI
<br />rov EACM ANCHOA "PTE OA, rNS SCMECAAL Z.
<br />, I/,- -
<br />(
<br />MID
<br />FOR ED LESS
<br />- -I- __ _L1 I I P
<br />DACE GALVANIZED
<br />-
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING WOOD STRUCTURES
<br />I I 1
<br />I- 1 1/4 . 0 TAPCON 0 S* O.C. I __ I � 1/4 . 0 TAPCON 0 6- CC
<br />I
<br />r- I
<br />I */I , , 12' MIN THREADEO i ! I W/I 1 12* MIN THREADED
<br />; 1 I PEFFILMATION AT WOOD i
<br />F I ! I , PENETRATION AT WOOD
<br />. HEADER . I , HEADER
<br />['..." I
<br />i, � I IT,
<br />I _ i _ I : I
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<br />WOOD
<br />I i r � - � _ I , WOOD HEAD " I REQUIRED ER _ '
<br />REQUIRED , I - - ! M. 1
<br />l I I
<br />a _
<br />� -i _1_j 11z
<br />'i I ! ,� Cwi �__ -
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<br />I - So--
<br />-j ! ,
<br />To, OFAI I , .I. - I ! 'I * UP.
<br />l- (svi scWo,UE - t INIEL LENGTH PANEL LEW.H
<br />EXTSIFNG ON SHICE, ,b) I I
<br />GLASS _!
<br />O,.,; i - -ft I ___1
<br />i 1 7/8-it . 3132, i I
<br />I WING N ... , I �
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<br />EQ _ I I Ep , ! I : I
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<br />2-.4^ WOW PLATE i I I
<br />. : 718 -. � 3/32' WING Nut -.4- WOOD PLATE 1 1 7/8"It I 3/32' WING NUT
<br />C 2
<br />REQUIRED
<br />0 6 ./.- 0 FFICAFRED 11 . . I WASHER 0 (BEYOND)
<br />: I
<br />PMEUhMTE PLUS � i 11-0 PMELAAtE PLUS i .
<br />' ' 0715 t
<br />Fit . /'��' W" a _� MIN T�READED ,%E,pAT,;s
<br />;
<br />MIN. TH. 6 NET;
<br />/11�. I
<br />AT MIDW01H OF PLATE I - i I .1 M(DWVDTH OF PLATE
<br />WALL UNTING INSTALLATION WALL
<br />ALTERNATNE RAW "'00 I 0 ,,, ALTERNATIVE
<br />0 REGULAR PANEL .. - .. -, I ... 0 LIFE SAFETY PANEL
<br />SCALE 3/8'-!- ,I, .... .... . SCALE 1/8'"
<br />. .
<br />:? : . FLORIDA BUILDING CODE (High Velocity Hu, come Zone),
<br />Z WIS, No 441bi '. S PlFINK, .r"Ca Ilt:
<br />' i * j 20 GAGE GALVANIZED STEEL STORM PANEL o,M:: . I
<br />I
<br />I WALLATIO S ARE OFAL
<br />= : * � , -
<br />=
<br />UP TO 45 5. -72
<br />PSI Mo PANEL'S LENGTH UP TO 0'-B' , Thr � . � 0� ___dE0 - - '\ .viii/eint I
<br />ATE _-�.;LK,
<br />' I GLOBAL PROTE
<br />�
<br />S ATE , 77 _� .1 \ CTION PRODUCTS, LLC. DATE I
<br />,
<br />, '-` . � _IFZ S. 5, STFIECT
<br />2 FOR NEW WOOD FRAM CONISTRUIC'1,001
<br />AWK,
<br />2, W/ SPECIFIC DENSITY Of
<br />OR COJELI . M 0,1 e I IILIECO..c
<br />AD . ORI .� = rarrvix;j* rKon- DNAL m. MI.
<br />,
<br />�__ .10 SSF
<br />. . . III-176
<br />, .A IIIlF - M. P� (_MSP. 1. (s�Im-.nT
<br />I 1, ; * 'V
<br />, i. . � -17 1
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<br />I I I"= L�l '44Y i -
<br />- -
<br />�'"-'---
<br />HEADER
<br />CLASS
<br />(SEE 101 I 11,0*1 1/4-0- .- . - NOTE I SCE-)
<br />' SS Y.5
<br />(SEE
<br />I
<br />HASHER
<br />Ito-10
<br />.
<br />A
<br />MOUNTING INSTALLATION
<br />8BW
<br />Y VALID FOR BUILDINGS W11 AS D DESIGN LOADS
<br />0
<br />.. SATE
<br />WOOD MEMBERS IC BE SOUTKRN % �R" .� , , `
<br />0.55
<br />RIME
<br />-
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<br />V/24 1, (
<br />) P/ om W/o M, (z) -
<br />4'/241 ,A) Is" NOTE 2 KIM 2*/24 ii, V/24 1111, 5
<br />j MOV,
<br />. i ,C,To= -.0ft SEE '.
<br />'T Pfg-�, 1
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<br />1 ,SCE Man z S. . Kim . ; I
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<br />SEX va �-Bayw "CoNcif" ANCHoes " - - (2Dr- �
<br />- __ __"� �11MUFAOA`_
<br />-3, - I?'- - -
<br />Z, __ ___ - - mi-Dr, 3 - _� AT END LOCATED, ,/2. -
<br />S11 sc�
<br />/2 1 tcWTKAE, - sHLE,, 25. FOR .000 scale, - I.-- - BE
<br />SEE Man I (D./ OR ./O@, (D .411131"O. PAWLS -I,-
<br />I" (�) OR O`P!:.NO �- 010 ' LAST PANEL (D TO BE INSTALLED A' EACH
<br />TYPICAL ELEVATION FOR SERIM.. 20 i IF - PEN " AINAZ INSTALLED AT
<br />OPENING SMALL ALWAYS BE PROVIDED W/
<br />-00 REAR .I.xu 10 1ACIL1. .KTE P:%'1Mm*0./ TYPICAL ELEVATION FOR $EpEg jQQQ ", 'ATIENDED TO
<br />SE INSTAI.,10 FROM I
<br />I- __
<br />To &I ED FROM INSIDE OF STRUCTURE !
<br />E-Z HANG I SYSTEM NIC CI6AA I � -1
<br />sotur 3/32- . I- i : �� v 7 1 11DIVE 3/3r . I*
<br />-,/.. - cAp ,/4, - GAP I/.- iAI - - - 1'.. %. GAP -,'E
<br />- _j7 ,
<br />�-_\-z-
<br />_'
<br />SECTION B-B I.- ""Am.
<br />SECTION A -A AT END 1ANCS)
<br />1/32' . " W-FIES SCALE �Ili,El - I.
<br />4.]Fq (1) PE0NI1T1Qb_QE_1EKS_=. L - 2 HANG STORM PANEL SYSTEM ,CONSISTING OF PANEL I
<br />(�nt
<br />AT TOP & PANELMAI FILN Or, IT LONG
<br />I9 Qff`!Nr,rAQN__Gf
<br />SYSTEM CONSISTING LF FANEL - AT BOTTOM W/ PANELVATES
<br />(21 Cord TRACKS TOP III BOTTOM. (2) END PANELS SHN'T ALWAYS BE TZ'NE TFLT6� -1:� AFE)LOT-TOM-EANS of
<br />. ,rD.PMELS SKALL ALWAYS BE CONNECTED 70 BOTTOM TRACK
<br />IEGF 0 . END PANELS
<br />CONT TE�SE To '74'%A
<br />HALL BE PROVIDED AT TOP OF SUCH PANELS SMALL BE /4-41-20.3/4 .S, W/ 7/8-:F,3/32-
<br />WING NUT OR 1/4-10-201r.wynk. ,THUMBSCREW INTO TAPPED 02
<br />PT AS
<br />OF DESCRIBED ON NOTE (3) BELOW)
<br />1/4- *-20X3/4- MS W/ 7/8-0
<br />,11LUBI (3) FOR CASES WHEN! END PANELS ARE USE JOINTLY / 15- LC��
<br />INTO TAPPED BOTTOM TRACK LOCATION OF FASTENERS MAY BE AT EITHER OF two �
<br />* , q) AT
<br />(rOM OUT END PANELS ARE NOT CONNECTED TO BOTTOM STOP OAR
<br />EXTERIOR FLAT
<br />OF END PANEL SMALL BE PROVIDED AT TOP OF SUCH PAN"
<br />(4) :N CASE THAI END PANELS ARE NOT
<br />, IF A STOP BAR
<br />S
<br />END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY
<br />USING SPECS INDICATED ON NOTE (3) ABOVE IN SUCH CASE. CONNECt;ON OF F`ANELS MOUNTED TO EXISTING ty
<br />MAY BE USED JOIN AT BOTTOM ATTACHING BOTTOM TRACK TO WALL
<br />TO 9070
<br />I! 5,l SEE SECTION 1', I & 4 ON S,4EV 24 SET. ANCHOR
<br />ON SHEET 25. Mitt EDGE DISTANCE FOR TH N.-St Ty-AtoR M`M_S USED JOCY
<br />,,,Dut ECONNECTEE TRACK 2 IISIL/ t INQTEASELFD
<br />1`14"'"'010 NUOC7 N QE To BE p
<br />0 Tj S I
<br />% E LEFT & RIGHT SIDE OF ERIOR PANEL) HAVE
<br />1"'��S ;" ..!tAt;;4,�', I.EI"', CVlTRL'A'DP'SXRCT'AJNpEAD BY , "
<br />4 .. I/ 1I, �� �0� ...
<br />-
<br />,,, ..-'� `%5? ]4 . \r,FN . S, ' FLORIDA BUILDING CODE (High Velocity H., can# Zom.)I
<br />. "O
<br />s : - . IF' -_ "WOo YLTECO. - ZO GAGE GALVANIZED STEEL
<br />: .
<br />= : NO.4 167 -, s
<br />= - , =
<br />_
<br />z * '-. _ I )t
<br />, :E
<br />04
<br />� .. �-, _-� _; "/w
<br />In . - I
<br />� . STAT OF :,Qr - GLOBAL PROTECTION PRODUCTS
<br />U.C. TATE
<br />S.�P- It _.4 / 11LIECOm. \
<br />"'. I Milim se 11 T"WEET
<br />.0 - , �r , "LLY, 'Teriel & ENGO"X
<br />CD MIT
<br />. -
<br />,� b�, - . "I O IV"' .`4 --` IMINT, m. 3MI. ,A.
<br />,
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<br />" C �7, - 71M Wi � 23 v a
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<br />FLONDA, LIP & .16.1
<br />I I
<br />(SEE
<br />L
<br />) A, ., -:DB (SEE NOTE
<br />Min
<br />PCP I
<br />- . : , . I 60 % �- I - (END PAWL), wilmo; 41111- 1 il%FTERID� PAI 7 '(04TE" P�f)j I ' '(END
<br />N= 2. J.
<br />�,'
<br />ED
<br />I
<br />-
<br />i
<br />1
<br />`_-._..---`1.
<br />M
<br />ON � 2. litt OR I 1
<br />EACH
<br />10
<br />STATE
<br />TRACKS
<br />TORN PANEL E-Z HANG STORM PANEL SYSTEM 5L&LS-2000 F - .7 NMO STORM PANEL
<br />OTHERWISE A STOP BAR PANELREATES OR,
<br />(EXCE
<br />i3j ir END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNEC-ON SI CONSIST
<br />43/32- WING NUT OR 1/4'ft3/4' III,, '
<br />FLANGES
<br />CONNECTED TO BOTTOM TRACK (
<br />ONLY U!i6 AT TOP) Al ;EAST TWO PANELS SMALL BE CC44NECTED TO BOTTOM TIUMI (4) FOR INSTALLATIONS WHEN
<br />SILL TRAC
<br />K
<br />MEANS OF PMEJJAATES. ONE INTERIOR PANEL
<br />4 TRACK MAT OCCUR At ANY PANEL LOCATION W/ TWO PANELMLATES F OWING LNG SHOWN 04 ELEVATION AND W1 3 112"
<br />SCHEDULE
<br />PANE
<br />.
<br />STORM PANEL ..
<br />,
<br />n
<br />SEE SHEET 1 4*4*M "M I/e. ,/.-.
<br />- PAKELeal
<br />F
<br />FOR&AWN20 rM0RdAN1W=MW CI & . ___ - . I
<br />FRAME SULDING - NeNtie, MINKINC 01) I I -
<br />"W '"".01 MINI "a "'N" ___ - - -
<br />!� (-) _ 3 - ,
<br />SCHEDULE TO*
<br />LESS THAN 041CATED me M`,l INNIMA s,NA (-) I
<br />SCHEDULE tFUDECE ANCHOR SPACING W r:
<br />Muk"PILTec, SPA:iw;
<br />Ow SCHEDDLE AMA EA 11111011111: ommo
<br />By THE FOLLOWING FACTOM FOR THIS
<br />OPERATION TO BE POSSIBLE REDUCED , ,/It. -7
<br />SPAC4G OBTAINED USIMIC FACTOR SMALL AI 7 qz
<br />9.,15S THIN, __ SPACING INDICATED r .
<br />`N` '"C"C" II o" "" "Peaw I , ,p- I =_
<br />Mw
<br />INSTALLATION
<br />ANCHORS
<br />O.C.
<br />BLOCK
<br />JI �� ,,,,,1
<br />cusses`'
<br />I
<br />1
<br />'
<br />f
<br />4'
<br />TAPCON
<br />CONCRETE
<br />BLOCK
<br />MOUNTING INSTALLATION MOUNTING
<br />SECTION
<br />LIFE
<br />WALL WALL ME SHEET to A to `OR 11cw"S TYPE & MICRO "M Il.T.
<br />", " WALLAID'S ADD *000 .-.-.-.-- Micat, -
<br />INAME BUILDING. - AARFOR, -
<br />.) 3
<br />MINIMUM ANIMOR SPACIIIIIIS
<br />__ - ;PMR -__ (w-)- ---T- -
<br />,DGE DISTANCE ARE NoCAtED - 1-6
<br />�
<br />THAN! INDICATED ON .. -1 'a- vKN& III') - I- - -
<br />SO4EDM RMU1oj ANCHOR SPAcAIG BY
<br />IFLUTPLYPIC IPACWG SMDWw ON SCHEDULE Aclull. LA COME Mello fAcm
<br />IN, THE FOLLOWNG FACTORS FOR THIS
<br />OFICIATICIN 'O BE POSSIBLE. REDLIM , In- .
<br />SINDAK, OVIA"I USING 1110. SHALL MIT 2 1� -
<br />K UCSS THIN MINIMUM SPACINK, NINI
<br />rov EACM ANCHOA "PTE OA, rNS SCMECAAL Z.
<br />, I/,- -
<br />(
<br />MID
<br />FOR ED LESS
<br />- -I- __ _L1 I I P
<br />DACE GALVANIZED
<br />-
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING WOOD STRUCTURES
<br />I I 1
<br />I- 1 1/4 . 0 TAPCON 0 S* O.C. I __ I � 1/4 . 0 TAPCON 0 6- CC
<br />I
<br />r- I
<br />I */I , , 12' MIN THREADEO i ! I W/I 1 12* MIN THREADED
<br />; 1 I PEFFILMATION AT WOOD i
<br />F I ! I , PENETRATION AT WOOD
<br />. HEADER . I , HEADER
<br />['..." I
<br />i, � I IT,
<br />I _ i _ I : I
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<br />.
<br />WOOD
<br />I i r � - � _ I , WOOD HEAD " I REQUIRED ER _ '
<br />REQUIRED , I - - ! M. 1
<br />l I I
<br />a _
<br />� -i _1_j 11z
<br />'i I ! ,� Cwi �__ -
<br />-1 COW
<br />, 'i i
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<br />-
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<br />I i
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<br />I - So--
<br />-j ! ,
<br />To, OFAI I , .I. - I ! 'I * UP.
<br />l- (svi scWo,UE - t INIEL LENGTH PANEL LEW.H
<br />EXTSIFNG ON SHICE, ,b) I I
<br />GLASS _!
<br />O,.,; i - -ft I ___1
<br />i 1 7/8-it . 3132, i I
<br />I WING N ... , I �
<br />! f , I
<br />. I
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<br />1 i
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<br />EQ _ I I Ep , ! I : I
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<br />2-.4^ WOW PLATE i I I
<br />. : 718 -. � 3/32' WING Nut -.4- WOOD PLATE 1 1 7/8"It I 3/32' WING NUT
<br />C 2
<br />REQUIRED
<br />0 6 ./.- 0 FFICAFRED 11 . . I WASHER 0 (BEYOND)
<br />: I
<br />PMEUhMTE PLUS � i 11-0 PMELAAtE PLUS i .
<br />' ' 0715 t
<br />Fit . /'��' W" a _� MIN T�READED ,%E,pAT,;s
<br />;
<br />MIN. TH. 6 NET;
<br />/11�. I
<br />AT MIDW01H OF PLATE I - i I .1 M(DWVDTH OF PLATE
<br />WALL UNTING INSTALLATION WALL
<br />ALTERNATNE RAW "'00 I 0 ,,, ALTERNATIVE
<br />0 REGULAR PANEL .. - .. -, I ... 0 LIFE SAFETY PANEL
<br />SCALE 3/8'-!- ,I, .... .... . SCALE 1/8'"
<br />. .
<br />:? : . FLORIDA BUILDING CODE (High Velocity Hu, come Zone),
<br />Z WIS, No 441bi '. S PlFINK, .r"Ca Ilt:
<br />' i * j 20 GAGE GALVANIZED STEEL STORM PANEL o,M:: . I
<br />I
<br />I WALLATIO S ARE OFAL
<br />= : * � , -
<br />=
<br />UP TO 45 5. -72
<br />PSI Mo PANEL'S LENGTH UP TO 0'-B' , Thr � . � 0� ___dE0 - - '\ .viii/eint I
<br />ATE _-�.;LK,
<br />' I GLOBAL PROTE
<br />�
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<br />,
<br />, '-` . � _IFZ S. 5, STFIECT
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<br />AWK,
<br />2, W/ SPECIFIC DENSITY Of
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<br />HASHER
<br />Ito-10
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<br />A
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<br />. ,rD.PMELS SKALL ALWAYS BE CONNECTED 70 BOTTOM TRACK
<br />IEGF 0 . END PANELS
<br />CONT TE�SE To '74'%A
<br />HALL BE PROVIDED AT TOP OF SUCH PANELS SMALL BE /4-41-20.3/4 .S, W/ 7/8-:F,3/32-
<br />WING NUT OR 1/4-10-201r.wynk. ,THUMBSCREW INTO TAPPED 02
<br />PT AS
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<br />(rOM OUT END PANELS ARE NOT CONNECTED TO BOTTOM STOP OAR
<br />EXTERIOR FLAT
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<br />, IF A STOP BAR
<br />S
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<br />MAY BE USED JOIN AT BOTTOM ATTACHING BOTTOM TRACK TO WALL
<br />TO 9070
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<br />SCHEDULE TO*
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<br />By THE FOLLOWING FACTOM FOR THIS
<br />OPERATION TO BE POSSIBLE REDUCED , ,/It. -7
<br />SPAC4G OBTAINED USIMIC FACTOR SMALL AI 7 qz
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<br />0 REGULAR PANEL .. - .. -, I ... 0 LIFE SAFETY PANEL
<br />SCALE 3/8'-!- ,I, .... .... . SCALE 1/8'"
<br />. .
<br />:? : . FLORIDA BUILDING CODE (High Velocity Hu, come Zone),
<br />Z WIS, No 441bi '. S PlFINK, .r"Ca Ilt:
<br />' i * j 20 GAGE GALVANIZED STEEL STORM PANEL o,M:: . I
<br />I
<br />I WALLATIO S ARE OFAL
<br />= : * � , -
<br />=
<br />UP TO 45 5. -72
<br />PSI Mo PANEL'S LENGTH UP TO 0'-B' , Thr � . � 0� ___dE0 - - '\ .viii/eint I
<br />ATE _-�.;LK,
<br />' I GLOBAL PROTE
<br />�
<br />S ATE , 77 _� .1 \ CTION PRODUCTS, LLC. DATE I
<br />,
<br />, '-` . � _IFZ S. 5, STFIECT
<br />2 FOR NEW WOOD FRAM CONISTRUIC'1,001
<br />AWK,
<br />2, W/ SPECIFIC DENSITY Of
<br />OR COJELI . M 0,1 e I IILIECO..c
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<br />MOUNTING INSTALLATION
<br />8BW
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<br />I" (�) OR O`P!:.NO �- 010 ' LAST PANEL (D TO BE INSTALLED A' EACH
<br />TYPICAL ELEVATION FOR SERIM.. 20 i IF - PEN " AINAZ INSTALLED AT
<br />OPENING SMALL ALWAYS BE PROVIDED W/
<br />-00 REAR .I.xu 10 1ACIL1. .KTE P:%'1Mm*0./ TYPICAL ELEVATION FOR $EpEg jQQQ ", 'ATIENDED TO
<br />SE INSTAI.,10 FROM I
<br />I- __
<br />To &I ED FROM INSIDE OF STRUCTURE !
<br />E-Z HANG I SYSTEM NIC CI6AA I � -1
<br />sotur 3/32- . I- i : �� v 7 1 11DIVE 3/3r . I*
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<br />SECTION A -A AT END 1ANCS)
<br />1/32' . " W-FIES SCALE �Ili,El - I.
<br />4.]Fq (1) PE0NI1T1Qb_QE_1EKS_=. L - 2 HANG STORM PANEL SYSTEM ,CONSISTING OF PANEL I
<br />(�nt
<br />AT TOP & PANELMAI FILN Or, IT LONG
<br />I9 Qff`!Nr,rAQN__Gf
<br />SYSTEM CONSISTING LF FANEL - AT BOTTOM W/ PANELVATES
<br />(21 Cord TRACKS TOP III BOTTOM. (2) END PANELS SHN'T ALWAYS BE TZ'NE TFLT6� -1:� AFE)LOT-TOM-EANS of
<br />. ,rD.PMELS SKALL ALWAYS BE CONNECTED 70 BOTTOM TRACK
<br />IEGF 0 . END PANELS
<br />CONT TE�SE To '74'%A
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<br />S SIDEWALK WITS USED SMALL BE LONG ENCUIC,H(SHOULC ANY FINISH MATERIAL EXIST) TO
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<br />DESIGN WIND LOADS BY MULnPLYINC THEW BY 0 6 IN CRIER 'O 6 3) IN CASE TRAY PRECAST STONL, OR PRECAST CONCRETE PANELS BE FOUNC ON THE EXISTING WALL.
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<br />SECTION 1626 Or MANUFAC'URCR
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<br />PERrORMED FROM THE INSIDE OF STRUCTURE 13 STORM PANEL INSTALLATION SHALL CORKY w0p SPECS INDICATED IN THIS PRAIHNG rLUS ANY atilICLAC
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<br />4 SERIES 2
<br />� DRIJONIA. SZ DFR% STYLE Wh'-.KyNs
<br />IINSTALLATION 11 REQUIRED TO BE PERFORMED
<br />S PAIM PENDING
<br />. , ALI ALUMINUM EXTRUSI
<br />6 All &VMINUM SHEET METAL USED A� CLOSURES SHALL HAVE 3105-11. AI ,NFORMATION
<br />SITE SPTCIFFC PROJECT; .t WHERE THE 51"It CONDITIONS DEVIATE FROM THE PE-0
<br />ib
<br />P,JRLHASL AND INSTALLATION INCLUDING LIFE SAFETY OF
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<br />FICSFONS4EFUry
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<br />50018 W/ 50 - YIELD STRENGTH MO 90 - TENSILE STRENGTH & SMALL COMPlY *1 FLORIDA
<br />CODE SECTION 24113 34
<br />(d) SITE SPECIFIC PROJECTS SMALL BE PREPARED By A FLORIDA REGGIERED ENGINEER OR ARCHITECT
<br />WILL
<br />9 DOLTS tO BE ASTM A-307 GALVANIZED STEEL. OR AISI 304 SERIES STAINLESS STEEL. *'� 36 ki, MINW00
<br />THE PROPER
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<br />P E D F%GtNEER. SHALL
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<br />(A) :Q_E_�_1TPE_PQUflLL ;VjaETE
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<br />MAIT CEMAAE TO & PANELIAITE ELLIS ANCHORS AS NAINEFAL�UREO BY ELCO CO1STRLFCnGN PRODUCTS 'a
<br />ORM PANEL MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN
<br />- J14-10 PANEL(f" ��TIL50 P ACCORDANCE WITH SECTION 170993OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING
<br />LABELING TO COMPLY W17H
<br />70992 OF 'HE FICRICIA OLMI)ING CODE
<br />PAF,ELvATF
<br />To & PANELMATE PLUS
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<br />.... #.--`,,%CEN,t�'- ,
<br />FLOOR, ANCHORS SKAII BE. LONG ENOUGH TO REACH THE MAIN STRUCTURE
<br />SUCH PMELS ANCHORAGE SHALL - 0 _1
<br />BE AS MFINTALD 110 A I) AND IN AL2
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<br />(9) ic_ U-F-TINO LONCHEIE 1L0_-_1FA" No. 44167 - I
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<br />MANUFACTURED By I I* OURLDEX. INC - - . - 1- FLORIDA BUILDING
<br />- - -_ - CODE (High Vatocity NUT 'come Zone)
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<br />0 14-11 PANELMATE FEMALE To MO P"FLMATr PLUS ANCHORS, AS MANUFACTURE') BY ELCO CONSTRUCTION - `- .po I, * - ", `4, , 20 GAGE GALVANIZED STEEL STORM PANEL DNA:: .
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<br />N. D S n 1 S (C) ANCHORS SMALL BE INSTALLED FOLLOWNI; ALL OF THE RECOMMENDATIONS AND SPECIFICA110
<br />PANEL S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEENVERIFIED IN AC*CORDMCE WITH
<br />THE
<br />ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. !NC. REPORT 1 2032, AS PROTOCOLS T0.5
<br />FRAME
<br />THE USE OF A LAD E R OR LIFT THIS APPLICATION S VALID WHEN IFrSTALLAfON 15 INTENDED TO FIE PERFORMED 12 THE INSTALLATION CONTRACTOR S TO SEAL/CAUIK ALL SHUTTER COMPONENT EDGES WHICH
<br />STRUCTURE. CONTACT WT;H THE eWI.D;NG tO PkFVFMT WFNO/RM-N INTRUSION F`AIIiK AND SEAL SHLT`ER TRACKS 4; AROUND
<br />HUNG STYLE WINDOWS WH
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<br />WHEN REGULATIONS PROVIDED 13Y THE JJRISDICTiON WHORE PFRIMT IS APPIWD i0.
<br />FROM THE INSIDE OF STRUCTURE 14 ATRIUM WINDOWS AND DOORS. INC. E - Z HANG STOP- PANEL 51SZM" I
<br />ONS TO BE 6063-18 ALLOY AND TENDER (UNLESS OTHERWISE NOTED) '5 (0) THIS PRODUCT EVALUATION DOCUMENT (PED) PREPARED BY THIS ENGINEER 6 GENERIC ANO ODES NOT PNGVFDE
<br />FORA
<br />j CONTRACTOR 'O BE RESPONSIBLE FOR THE SULECTION,
<br />SHALT HAVE STRUCTURAL QUALITY STEEL, ASTV A-653 GRAN 50 M GALVANIZED STEEL THIS PRODUCT BASED ON rMIS PLC PROVIDED HE/SHE GOES NOT DEVIATE FROM THE CONDMONS OEIALLEQ
<br />. THIS DOCUMENT CONSTRUCTION SAFETY AT Slit IS THE CONTRACTOR'S
<br />ALL SCREWS TO BE STAINLESS STEEL 304 OR 31t AFS, SERIES OR CORROSION RESISTANT C,ATtC CARBON STEEL AS PER ON (c) THIS PRODUCT EVALUATION DOCUMENT W_L BE CONSIDERED INVALID IF MOEXFLEO.
<br />BUILDING
<br />WHICH
<br />YIELD STRENGTH BECOME THE ENGINEER OF RECORD (I 0 P ) FOR THE PROJECT ARE WHO WILL BE RESPONSIBLE FOR
<br />Inc
<br />(e) THIS PED SHALI. BEAR THE DATE AND ORIGIN& SEAL AND SIGNATURE OF THE
<br />ANCHORS
<br />ST
<br />SECTION17p99.2
<br />AI) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/A' MD 2* FOP
<br />FEMALE
<br />RS SNAIL BE IS 7/6' IN
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<br />• 0_20 SS SIDEWALK SOL.n. USED SHAIL, BE LONG ENOUGH(SHOULD ANY FINISH
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<br />I I MINIMUM EMBEDMENT OF FEMALE 10 & PMELA'AIE PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2 020
<br />7th EDITION) OF THE FLORIDA BUILDING CODE BLOCK SHALL BE I I/ ,IAPCON ANCHORS Mo PMELMA7E AL
<br />DESIGN WIND LOADS SMALL BE DE 'RWNED AS PER SECTION 1620OF 14E ABOVE MENTIONED CODE. 82) MINIMUM EMBEDMENT Of 7/4-. I 7/
<br />SMALL BE IS 7/0- IN70 CONCRETE
<br />FOR A WIND SPEED AS REQUIRED EFY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO
<br />FINISH MATERIAL SHALL BE PERMITTED
<br />FOR A DIRECTX)NAllrY FACTOR Kd-0.85 USING ASCE 7-16 AND SMALL NOT EXCEED 11417 MAXIMUM (A-S
<br />S SIDEWALK WITS USED SMALL BE LONG ENCUIC,H(SHOULC ANY FINISH MATERIAL EXIST) TO
<br />DESIGN PRESSURE RATINGS INDICATED ON SH EETS 25 A 26. ENGAGE 3/4' INTO ANCHORS
<br />IN ORDER TO VERIFY THE ABOVE CONDITION
<br />ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 1-16
<br />S.I BE FIR" RLDUC[D TO
<br />DESIGN WIND LOADS BY MULnPLYINC THEW BY 0 6 IN CRIER 'O 6 3) IN CASE TRAY PRECAST STONL, OR PRECAST CONCRETE PANELS BE FOUNC ON THE EXISTING WALL.
<br />To COMPARE THESE W/ MAX. (A,S D) DESIGN PRESSURE
<br />510" BE AS MENTIONED IN 0 1) MO
<br />9.2)
<br />1% ORDER 70 VERIFY THAI. COMPONENTS AND ANCHORS ON
<br />STED WERE NOT OVER STRESSED A 331 INCREASE
<br />IN ALLOWABLE STRESS FOR WIND LOADS WAS tQL USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS BEEN
<br />DETERMINED IN ACCORDANCE WITH
<br />NS Cc 'HE "CHOPS
<br />STORM
<br />SECTION 1626 Or MANUFAC'URCR
<br />-201, I 1 IT SIMAILi Of THE RESPONSIBILiTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF TIME STRUCTURE WHERE SPAMER
<br />TAS_ 202 AND 7AS_ 203 IS TO Of ATTACHED TO INSURE PROPER ANCHORAGE THIS SHVT-.ER SMALI ONLY BE ATTACHED TO CONCRETE. BLOCK
<br />2 THIS SYSTLIA HAS RUN DESIGNED TO BE INSTALLED ON THE OUTSIDE Or THE OPENING ACCESSNG 'HE OPENING FROM THE OR WOOD
<br />BUJILOINGS
<br />'NSIDt W/O
<br />REMAIN IN CONTINUOUS
<br />'ROM THTF INSIDE OF
<br />FU_L
<br />3 SERIES 1000 WW_LA"`ON IS APPLICABLE TO SINGLE AND DIX)EI
<br />[N NAI STLA"FON
<br />PERrORMED FROM THE INSIDE OF STRUCTURE 13 STORM PANEL INSTALLATION SHALL CORKY w0p SPECS INDICATED IN THIS PRAIHNG rLUS ANY atilICLAC
<br />JON,NC,
<br />4 SERIES 2
<br />� DRIJONIA. SZ DFR% STYLE Wh'-.KyNs
<br />IINSTALLATION 11 REQUIRED TO BE PERFORMED
<br />S PAIM PENDING
<br />. , ALI ALUMINUM EXTRUSI
<br />6 All &VMINUM SHEET METAL USED A� CLOSURES SHALL HAVE 3105-11. AI ,NFORMATION
<br />SITE SPTCIFFC PROJECT; .t WHERE THE 51"It CONDITIONS DEVIATE FROM THE PE-0
<br />ib
<br />P,JRLHASL AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />I ALL STEEL SHEET METAL PANELS
<br />ON
<br />DESIGNATION W/r,- 585 A,, (AMR ROLLEO)
<br />FICSFONS4EFUry
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<br />50018 W/ 50 - YIELD STRENGTH MO 90 - TENSILE STRENGTH & SMALL COMPlY *1 FLORIDA
<br />CODE SECTION 24113 34
<br />(d) SITE SPECIFIC PROJECTS SMALL BE PREPARED By A FLORIDA REGGIERED ENGINEER OR ARCHITECT
<br />WILL
<br />9 DOLTS tO BE ASTM A-307 GALVANIZED STEEL. OR AISI 304 SERIES STAINLESS STEEL. *'� 36 ki, MINW00
<br />THE PROPER
<br />USE Or THE PE C. FNGiNEER OF RECORD. ACTING AS A DELEGATED ENCI,NEER TO
<br />P E D F%GtNEER. SHALL
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<br />AS 14ANUFACTURED BY .TW BUTUDE., INC (MIN 1'..3192 -) RECORD THAT PREPARED I
<br />- 14..X 7/8,CALA-IN ANCHORS, AS MANUFACTURED BY DEWALr INC (MIN 1-3000 p%..)
<br />MAIT CEMAAE TO & PANELIAITE ELLIS ANCHORS AS NAINEFAL�UREO BY ELCO CO1STRLFCnGN PRODUCTS 'a
<br />ORM PANEL MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN
<br />- J14-10 PANEL(f" ��TIL50 P ACCORDANCE WITH SECTION 170993OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING
<br />LABELING TO COMPLY W17H
<br />70992 OF 'HE FICRICIA OLMI)ING CODE
<br />PAF,ELvATF
<br />To & PANELMATE PLUS
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<br />FLOOR, ANCHORS SKAII BE. LONG ENOUGH TO REACH THE MAIN STRUCTURE
<br />SUCH PMELS ANCHORAGE SHALL - 0 _1
<br />BE AS MFINTALD 110 A I) AND IN AL2
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<br />(9) ic_ U-F-TINO LONCHEIE 1L0_-_1FA" No. 44167 - I
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<br />MANUFACTURED By I I* OURLDEX. INC - - . - 1- FLORIDA BUILDING
<br />- - -_ - CODE (High Vatocity NUT 'come Zone)
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<br />N. D S n 1 S (C) ANCHORS SMALL BE INSTALLED FOLLOWNI; ALL OF THE RECOMMENDATIONS AND SPECIFICA110
<br />PANEL S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEENVERIFIED IN AC*CORDMCE WITH
<br />THE
<br />ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. !NC. REPORT 1 2032, AS PROTOCOLS T0.5
<br />FRAME
<br />THE USE OF A LAD E R OR LIFT THIS APPLICATION S VALID WHEN IFrSTALLAfON 15 INTENDED TO FIE PERFORMED 12 THE INSTALLATION CONTRACTOR S TO SEAL/CAUIK ALL SHUTTER COMPONENT EDGES WHICH
<br />STRUCTURE. CONTACT WT;H THE eWI.D;NG tO PkFVFMT WFNO/RM-N INTRUSION F`AIIiK AND SEAL SHLT`ER TRACKS 4; AROUND
<br />HUNG STYLE WINDOWS WH
<br />'s REQUIRED ':�5L LENGTH
<br />AND
<br />000 INFSIINIAIION IS APPLICABLE TO SINGLE AND DOUBLE HUNG AMID
<br />WHEN REGULATIONS PROVIDED 13Y THE JJRISDICTiON WHORE PFRIMT IS APPIWD i0.
<br />FROM THE INSIDE OF STRUCTURE 14 ATRIUM WINDOWS AND DOORS. INC. E - Z HANG STOP- PANEL 51SZM" I
<br />ONS TO BE 6063-18 ALLOY AND TENDER (UNLESS OTHERWISE NOTED) '5 (0) THIS PRODUCT EVALUATION DOCUMENT (PED) PREPARED BY THIS ENGINEER 6 GENERIC ANO ODES NOT PNGVFDE
<br />FORA
<br />j CONTRACTOR 'O BE RESPONSIBLE FOR THE SULECTION,
<br />SHALT HAVE STRUCTURAL QUALITY STEEL, ASTV A-653 GRAN 50 M GALVANIZED STEEL THIS PRODUCT BASED ON rMIS PLC PROVIDED HE/SHE GOES NOT DEVIATE FROM THE CONDMONS OEIALLEQ
<br />. THIS DOCUMENT CONSTRUCTION SAFETY AT Slit IS THE CONTRACTOR'S
<br />ALL SCREWS TO BE STAINLESS STEEL 304 OR 31t AFS, SERIES OR CORROSION RESISTANT C,ATtC CARBON STEEL AS PER ON (c) THIS PRODUCT EVALUATION DOCUMENT W_L BE CONSIDERED INVALID IF MOEXFLEO.
<br />BUILDING
<br />WHICH
<br />YIELD STRENGTH BECOME THE ENGINEER OF RECORD (I 0 P ) FOR THE PROJECT ARE WHO WILL BE RESPONSIBLE FOR
<br />Inc
<br />(e) THIS PED SHALI. BEAR THE DATE AND ORIGIN& SEAL AND SIGNATURE OF THE
<br />ANCHORS
<br />ST
<br />SECTION17p99.2
<br />AI) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/A' MD 2* FOP
<br />FEMALE
<br />RS SNAIL BE IS 7/6' IN
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<br />• 0_20 SS SIDEWALK SOL.n. USED SHAIL, BE LONG ENOUGH(SHOULD ANY FINISH
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<br />THE USE OF A LAD E R OR LIFT THIS APPLICATION S VALID WHEN IFrSTALLAfON 15 INTENDED TO FIE PERFORMED 12 THE INSTALLATION CONTRACTOR S TO SEAL/CAUIK ALL SHUTTER COMPONENT EDGES WHICH
<br />STRUCTURE. CONTACT WT;H THE eWI.D;NG tO PkFVFMT WFNO/RM-N INTRUSION F`AIIiK AND SEAL SHLT`ER TRACKS 4; AROUND
<br />HUNG STYLE WINDOWS WH
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<br />FROM THE INSIDE OF STRUCTURE 14 ATRIUM WINDOWS AND DOORS. INC. E - Z HANG STOP- PANEL 51SZM" I
<br />ONS TO BE 6063-18 ALLOY AND TENDER (UNLESS OTHERWISE NOTED) '5 (0) THIS PRODUCT EVALUATION DOCUMENT (PED) PREPARED BY THIS ENGINEER 6 GENERIC ANO ODES NOT PNGVFDE
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<br />j CONTRACTOR 'O BE RESPONSIBLE FOR THE SULECTION,
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<br />. THIS DOCUMENT CONSTRUCTION SAFETY AT Slit IS THE CONTRACTOR'S
<br />ALL SCREWS TO BE STAINLESS STEEL 304 OR 31t AFS, SERIES OR CORROSION RESISTANT C,ATtC CARBON STEEL AS PER ON (c) THIS PRODUCT EVALUATION DOCUMENT W_L BE CONSIDERED INVALID IF MOEXFLEO.
<br />BUILDING
<br />WHICH
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<br />SECTION17p99.2
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