|
I I I I I I I 1
<br />- _ _ _ - I IiN I P I!I_p 1I I
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING .E.fJ AND
<br />CORRESPONDING YYM PANEL LENGTH L- SCHEDULE OR SERIES tODE/ 000 E-2 iANC STORM PANEL (i)
<br />Y
<br />ALQ Y P-4-, IN - - : 4' Y ONL A.tA?�
<br />L EDR� �^NS_A4_f' :s:➢v.NS -1. Tom[ Rt.-_..StiM.2L
<br />WKNUM AS.D M. P?tvu
<br />DES" T, I 7' �.T
<br />RAT NG I SEE SEC
<br />MIMAIU0 SEPARATION PANEL
<br />T NSECTIONS
<br />0 QJ55 COIIOIiq
<br />APPLICABLE t0
<br />PURE
<br />• 660 -75� ] 0 OR LESS
<br />7e a LED•
<br />/ BD,
<br />I
<br />- I
<br />�
<br />I'. 2'. 3'. ' 1.
<br />2Y A 3ti
<br />-
<br />�l
<br />.66.0. -TS.J lLl' OR
<br />I LESS
<br />I
<br />] e' BOLTED
<br />4l'
<br />W 1 /-< �- O. 4' S. WI T P LENGTH
<br />BOATED ! 13 S Y, S. A NGA/T A OJFRIM A AOi a PIANO,
<br />MEASURED TROTH BO1Tt7M OF PAIR
<br />YeIY M A.S.D. DESIGN PRESSURE RATING LR-.E.AND CORRESPONDING MAXIMUM ANCHD
<br />R
<br />E D- _ mG DKT41kE
<br />SPACING SCHEDULE
<br />FOR INE BL_K
<br />STRUCTURES
<br />RES
<br />a
<br />'YAL)il ONLY PAN I 'N. _ A_ PE - L7 .'<':.
<br />_ESI� �_�=U,B(S_.L___f1.�_-SALE
<br />MAXIMUM
<br />U
<br />I YAWIAIY ANCHORS SPACING FOR i 0. - 1 1/7• ^
<br />j APPLICABLE TO
<br />A. .0 DESIGN,
<br />PRESS RE
<br />- �
<br />T � _M PAN
<br />APC015 fMK PNAF2WATE IEITLE C ElWTE PLUS
<br />'
<br />SECROr6 !
<br />I NAXYW R41(_
<br />__11_
<br />RATING
<br />1
<br />AFIT OOLNBINATDN
<br />a NER
<br />I LIA0TII 'L' (W.)
<br />ro coNXaMCTE
<br />11L11a
<br />t0 CONCRETE ro coNGRE.E
<br />STD corNaETE
<br />12'
<br />NA
<br />1 2 NA 12'
<br />1
<br />N A 2
<br />/
<br />NA
<br />I. T
<br />A 2 OP
<br />I
<br />n'
<br />--r
<br />I 3' • 10• }' I 5'
<br />4' 5'
<br />4'
<br />: 1' BOTTOM)
<br />SER45 2000
<br />t ,BOTTOM "
<br />( )
<br />1
<br />f
<br />2 S' e'
<br />6' B'
<br />6'
<br />FRIES 1 000 4«
<br />I
<br />N/A
<br />I
<br />A
<br />N/A N/ N/A NIA
<br />NIA 2 /2'
<br />I 11' 2' (BORON)
<br />66.0, -751
<br />H-----'---
<br />7'
<br />_ -
<br />N/A 6 1/1` i N/A 4 r/7-
<br />-- ---
<br />N/A�"-� 4 1/2'
<br />-- 1
<br />N/A }' (TOP)
<br />70' Oli LESS
<br />__
<br />- -. _-Y__..__
<br />-i----_
<br />I
<br />.�1_.
<br />12'
<br />N/A IT• N/A 8 1/2-
<br />N/A 9 1/1
<br />N/A I 3' (BOTTOM)
<br />�
<br />I
<br />F
<br />12'
<br />- _
<br />N/A .- 12' N/A 12'
<br />_ +-
<br />N/A 1T• I
<br />i
<br />N/A 4' (TOP)
<br />12' 1
<br />6'
<br />1 12- 9 1/2, 1 12- I
<br />11' 12'
<br />- a' (BOTTOM)
<br />UTTED TO 56.0 FA.I AS 0. DESIGN PRESSURE RATING
<br />F SPACING FOR ,W51 INTO A SEE SHEET M OR ANCHORS TYPE A KMc AMATXINs W070
<br />MNNUM ANCHOR SPAGRIM AND INUM [DGC DISTANCE ARE TINDICATEDONHIVE
<br />FOR LEM HOW INDICATED ON SCHEDULE REDUCE ANCHOR
<br />BY NKATTIKWO SPACING SHOWNONSCHEDULE rAIDA FACTO"
<br />THISOOERAOPERATION BE POSSIBLE SPACING OBTAINED USING FACTOR SHAD
<br />NOT LESS THAN MNMUN SPACING INCTGTED FOR EACH ANCHOR TINS AL
<br />ANCHORS LEGEND
<br />ANCHOR 719E
<br />I/4••
<br />I/4•r
<br />1/4•.
<br />,/4'r
<br />!A OW
<br />I NIMANR
<br />r. InUAVE
<br />I.H.
<br />-
<br />A1C-
<br />3
<br />]
<br />T I
<br />[P'=
<br />�C`_ (W.)
<br />J
<br />)
<br />3
<br />_
<br />J
<br />hO YIII
<br />o em (h)
<br />)._
<br />] I,-/2
<br />.- N Ap _
<br />_- -
<br />AGMII LQ III
<br />COI
<br />FRCNOR
<br />- - _„�'
<br />M
<br />._-_..
<br />_
<br />._-.._ _
<br />_
<br />_-..__
<br />_
<br />_--
<br />--__--
<br />1 1/2•
<br />_. - �-
<br />-
<br />_
<br />-
<br />____
<br />-
<br />-_
<br />r
<br />__ _
<br />AS
<br />J.
<br />W
<br />, CO
<br />-
<br />- -N ,2. _
<br />-
<br />,ao
<br />Iao
<br />I
<br />+ REQUIRES MO.. DISTANCE BETWEEN BOTTOM OG PANEL t I,/1'
<br />Am ® TO BE /2'
<br />"-) Mo.
<br />1
<br />(
<br />H
<br />++ ACQUIRES ueI. DISTANCE BETWEEN BOTTOM 0( PANEL
<br />AND © TO BE 3/16' 3/I6'
<br />M0.
<br />CnuanuL urc cnR REGULAR
<br />LIFE SAFETY
<br />do E-Z HANG STORM PANEL SYSTEMS
<br />(SCALE 1/2-17
<br />_
<br />__
<br />15.125• (TOTAL MOIR) -.
<br />- _ 2-I87-. -
<br />-
<br />- 12 500' (EFFECTIVE WIDTH)
<br />_ _ 1 - - III
<br />` , 2S0•F_
<br />1/4••-20,3/4'
<br />- 750' - SS STUD ANE'TED
<br />500" - - 1.3r -
<br />-1 5 7/4' (GYP)
<br />- 1150- _.
<br />_ 1350'
<br />- 374-- ,29' TO ANGLE E 6 1/4'
<br />OR a EE I/r oc
<br />- N�,.500' ,.250' ,100' lee`- - De8•D, _, - (MAT N RVFRSED)
<br />.250'1I
<br />C.
<br />O.ON' WN. TIAGN
<br />/.s }
<br />OBtl',
<br />, 1, S.J75, ,.67E•'
<br />,,..,
<br />� 668'
<br />I. I - I 16
<br />F"',,,,1
<br />4 HEEIMED
<br />EDGE
<br />GALVANIZED STEEL
<br />AStu A653
<br />'-
<br />TYP
<br />�0.2.IXXJ' Lops' _ _ .LIRA•
<br />, ,O15' I I
<br />hTM i
<br />GRADE 60 WXMIM
<br />HEMMED 2125'
<br />'
<br />J L
<br />c-6o GKV
<br />EDGE ,
<br />L--1.500-J M• '
<br />DETAIL A
<br />K
<br />_.pg4•
<br />I.. -
<br />M PANE
<br />STORM AN _ 1 _ 1
<br />J50' O J50-
<br />-_-
<br />- -..---
<br />1 - _
<br />ORAL A 2.000 -
<br />PANELS SHALL BE INSTALLED ALWAYS
<br />- 2.3e7' - -
<br />FT OFPANEL
<br />AC17`LGAT
<br />*
<br />2) `H` HEADER O3 "F"
<br />TRACK O4 ANGLE WITH STUD
<br />ENO LE70
<br />'
<br />EDGE
<br />� PANEL
<br />CON- (MI j
<br />-its END LIP
<br />'
<br />375• 270•
<br />GALVANIZED 5TEEI
<br />W/ ,dwwm CODE
<br />_ o wx'
<br />`�'
<br />/�////Err--" 1
<br />, "11 , PANEL
<br />• -
<br />� :
<br />AWc
<br />� i
<br />-. j
<br />--5:.
<br />13]•I s170' I GO �'I
<br />1
<br />'I +
<br />Ii
<br />1
<br />D. 7 ' 0.250'r
<br />35
<br />-
<br />-0.250�
<br />i I • B25
<br />I I ..,11'TII
<br />1 I
<br />22501
<br />4EYNED1
<br />,
<br />, .07' r 625•
<br />ODP]D0'
<br />I I;'- -. � PIWfL
<br />\ (1 S; OR
<br />-
<br />-
<br />.r ISOMETRIC VIEW DETAIL
<br />A
<br />' z70• -
<br />i37•I _ I
<br />` -
<br />'
<br />750'l
<br />'
<br />ROUNDED CORNER 0 ENDS OF PANEL'S
<br />957E _ l
<br />I . 4AL .114,•'
<br />I `'_-`•.625"
<br />_ _
<br />12s'
<br />ENO LIP W/ HEMMED
<br />---2 37e' -
<br />EDGE.
<br />(N r.S)
<br />375-
<br />,
<br />F1�WF4�EF �
<br />Dims J
<br />3750•
<br />D7r
<br />,
<br />2500-
<br />,
<br />IIN'.oar
<br />rW) 75D
<br />L124•
<br />- 750' -
<br />EDGE (F PAL
<br />(5)KEY HOLE WASHER
<br />3105-M154 ALUM ALLOY © KEY HOES AT PANEL
<br />,et]'
<br />- 7s°•_
<br />�T Is SEE SIFZ7 6 TOIL ADGIIDNA
<br />LAnATIONS F SLEEVE LENGTH IS I i•.
<br />_
<br />i
<br />250'
<br />-09,.
<br />1�' O SLEEVE 2 1 /8"
<br />s
<br />12S 1 ONLY WILD FOR INSTALLAT10N5 MTIo
<br />- (w 7 P wcoD sTROcrMREs
<br />n
<br />I
<br />I.240'-
<br />- - '
<br />2D00• -
<br />2.000•
<br />3750'
<br />- - 19}'
<br />(7 REV. "H" HEADER
<br />-((- I� '.050'e
<br />® "U' HEADER 1�\
<br />L
<br />'DOO. A ellNt'
<br />( . (I 1750'
<br />I
<br />250'
<br />(TIP
<br />,
<br />I' MIN TO 5- YaF. -
<br />ff
<br />® SLEEVE i" MAX,
<br />- 7000
<br />LENGTH Is
<br />10 ANGLE ,,,,, 11 "J" TRACK t© PANEL
<br />O IAMrW,,
<br />HANGER
<br />n.
<br />3.000' - STIMI A Loy
<br />Je4 -_«�•
<br />AAIA141'I
<br />A: TIE("hbE6 U
<br />_l �i�!ll�)�4` WIDE)
<br />1 , 50• L-_ '
<br />J11' 656- - F'- 470' -jr- 775'
<br />1.87:' I • T p 4 11I 660'
<br />2.Dan- 11.IXXI ' :> _-ION e � MIN. O a
<br />082'
<br />AaN ' -
<br />750•
<br />�r`°��TCQ
<br />,/ �, (USE ONLY FOR E-Z HANG STORM PANEL
<br />: �P,•'' LENS 'i SYSTEM) Ii063-T6 KW. ALLOT
<br />J i0 '•' S.
<br />- NO 44167 'E FLORIDA BUILDING CODE Non High VelocityHurricane Zone
<br />♦ L C2920 RT[OD. INC. F.P.
<br />' -tee'
<br />>
<br />I_Z, I \,P ,u' s, a' 1 1
<br />I �`
<br />% •a' STATE OF - - 24
<br />GAGE GALVANIZED STEEL STORY PANEL DArI., n
<br />_ 2.DDc _ _
<br />, (TP)
<br />L p
<br />- -SEE SECTIONS
<br />"1
<br />050''
<br />- -
<br />:9-
<br />2•A' DT n mm
<br />MIN "'- O '' `d:a AO .• # GLOBAL PROTECTION PRODUCTS, LLC. /DR
<br />,- .�., �63G IL ECOINc
<br />_ }% RrtS'�S
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<br />,T�ai1
<br />p
<br />-17
<br />-7 T en] 2 O 5
<br />PNONr(es4)MM w. NLro64xee
<br />1 BUILD -OUT
<br />"F" 4
<br />BUILD -OUT NEW TRACK 15 h `� WASHEREO
<br />WINGNUT
<br />' '"1 M- •,,'WITH-'[TI
<br />U-0o0o
<br />r ORA•TNG I,-
<br />TRACK ANGLE
<br />(2ANAC 3
<br />ALLOY)
<br />IL gA,/5'AINI)PEP.NA,R WEARER A Tun b-1eEc
<br />O 2 el le
<br />INSTALLATION DETAILS FOR REGULAR PANEL J',
<br />I
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />ALTERNATE CONCRETE
<br />ANCHORS LOCATION
<br />^ONCRRE ANCHORS (SEE SCHEDULE ON EXISTING POURED CONCRETE
<br />(SEE SCHEDULE ON EXISTING POUREC CONCRETE SHEETS 9 THROUGH 10) OR CONCRETE BLOCK
<br />SHEETS 9 THROUGH 10) OR CONCRETE BLOCK REQUIRED.
<br />REWIEEC f,l,.oN
<br />11 �1, TERNATE LEG
<br />AN- ED ' LOCATIONc CRETE CHORSEXISTING
<br />T '
<br />POURED
<br />4CONCRErE REOINREDi (SEC SCHEDULE ON/ rSHEETS 9 THROUGH 1I' (2II-
<br />I
<br />NSA .IS.EM NGD :X 1., '/4• , '. a-Q) -,� __-- ni sinm nX
<br />"1 �"' -, 211/i�'
<br />LAIN
<br />Msoxl.a
<br />_MAX I/i -21 " s 5. 3. r/
<br />VAX11 -.
<br />N
<br />CONCRETE ANCHORS ' e '2 In, OC I ,
<br />1 , ,
<br />1 1 (SEE SCHEDULE ON ,/>• _,*__ 1
<br />1 1 SHEET$ 9 THROUGF• 10I I ( I/.Y-AI• I ED 1
<br />^
<br />1 �__ I ED , I- ! L y�' � �..Ecc 1 1' Ym.
<br />`:./ .I* 1 I � /, I PANEL LENGTH
<br />I I -
<br />EXIST 1 ( ` LD I ' (SEE SCHEDULE
<br />G175. p I / � I I
<br />iii--- ON SHEET ]
<br />1 I , 4i-ADM'' - I \ �) I SEPARATION I /�) FOR SPACED®
<br />}
<br />.j� I - 1 1 A SCHEDULE
<br />T() GLASS. ON SHEETS
<br />Y , T AT u�
<br />A I S
<br />9 r 1 (Ua rM HW14 TION ,O GLASS I I/.'r-Eo.,' (SCE SCHEDULE t/4•._p„e• 9 A 10 i
<br />''' i D.0 1-a) 1 n L I eOLn • E ON SFIFCr 3) [ I + ss San W,o SPACER g
<br />I E LIMRII _ .I L I i Ai Too. O6RAs
<br />N I 1 I 'I • NPr. l (SEE SCHEDUIF ON I I A F'1 O.WAP� i
<br />SHEET 3, 'L` MOVE.
<br />Y/.
<br />Y 1 tl PANEL LENGTH I Ar 1 (UM 191 IWD ... 1 M�>v-,H pI AIR"
<br />-,,�, L ( (SEE SCHEDULE I - ,EfOIH IXER 1HI'j PANEL lFh'GTH 1 y/ 1 1
<br />(SEE SCHEDULE
<br />r.MT,tjG i EO 1 if I
<br />e MIn. t ( ON SNfi' 1) .w I
<br />EXISTy{�j ON SHEET 3) 1 e
<br />Y SEDARASS. I GL7S5 -I i. I Gt155 ` - 1 10 GLASS. ; (1 I {II .. I
<br />^1+
<br />I I T -.I �'
<br />I I OF •L• Or L ..
<br />AEON SHEET 3)E1 I I SQx ` 1 -'�. (1 1 ` 1
<br />I I-
<br />a 1 /
<br />I I MAX � I I MAX I (1 ?
<br />I I ,,
<br />I /4"1 6 1 I �� I f{ 1 1
<br />1 ` E D .I. �.. _d SPACER •j I E r -I
<br />1 O 12 1/2- D.0 7 y I I E 0 ENG H I I OMA%L
<br />•iiII11-1 20.,• I 11 J I H NL O ea s I 1
<br />(. • ,/.• Oc
<br />CONCRETE ANCHORS CONCRETE ANCHORS jl' , 1
<br />t _ L_�J I
<br />EXSiMG POURED -•, (SEE SC9EDULL ON .1 4 (SEE SCHEDULE ON
<br />SHEETS 9 M40UGH 10) Y SHEETS 9 nIROLxH 10) (g 2 1/8' LONG MAX. ALUWNIM
<br />�.
<br />CONCRETE . EDGE a WALL OR SlAB
<br />T
<br />A. �-7 SPACERS O 6 7/4. O.C. VALID FOR
<br />REQUIRED (VET. CON01T)GN)
<br />3/a EXISTING POURED CONCRETE ALL DESIGN LOADS AND PANEL
<br />.11 . DR CONCRETE (LOCK EXISTING POURED CONCRETE LENGTHS PER SHEET 3.
<br />CONCRETE ANCHORS kx\ RCI2UIRED. OR C(�RETE BLOCK '1' MAY LOIN: ALUM UM SPACfAS O
<br />(SEE SCHEDULE ON 0
<br />_ 12 I/7' 0 G. (SEE TABLE I! ON
<br />SHEETS 9 THROUGH 10) E ° _
<br />SHEETS 9 A 10.)
<br />I
<br />CEILING AND FLOOR MOUNTING BU1LDiMNTINSi WALL MOUNTING JDIRECT MOUNT W/SPACERS Q OR
<br />SECTION 4 SCALE 3/e-1• SCALE 3/9.+• SECTION 6
<br />SELF ]/tr 1'
<br />M.IHIIIIIN"„.
<br />,,.��Ea A:.. A.
<br />I`
<br />• CENS'• ✓gas
<br />•-•.
<br />r3L: \% F • s FLORIDA @UII.f)(NC CODE (Non High Velocity Hurricane Zone)
<br />-
<br />- A:>om nTrm TINGr o. 44167 �. v STORM
<br />- = 24 GAGE GALVANIZED STEEL STO PANEL
<br />OMW F
<br />s *. .#
<br />!9R1_L_EOti_ QM1IN6T10LLOE__SECTS)N5. A' - c /7/2]/mrp
<br />E.D. - EDGE DISTANCE = 'a'• STATE OYN +- -=� -> % I L E C O INc GLOBAL PROTECTION PRODUCTS, I.I.C. DATE:
<br />(SEE SCHEDULE ON 7DP 4 BOTTOM MOUNTINGS CAN BE ,t.. f * `� � ANTO I.R II STRUT
<br />SHEETS B A 10) COMBINED M ANY WAY TO SEAR ANY •, FF .,LOBED A j-vL'c� L TT(9TWae A [IAM/N4EDKM/a�N:OIL ANC. 1L SSJ1•
<br />/ N«-(A,UJ IAt 1�,oEw At-.Mv rNoe-(1oI,K6 71H5, rA:(9 Ram'7a7 20-175
<br />,,I;,,,,/O
<br />INSTALLATION. -
<br />M LWRNG No.
<br />:A-000S7,9
<br />IIIIIUU. /SCNnURI:/DlE XwLTIW A Tun L PE - 1'O
<br />-1 aNECT 6 01 1e
<br />INSTALLATION DET I R SERIES 2000 & 1000 E-Z HANG
<br />INTO EXISTING WOOD STRUCTURES
<br />' LAG :.CREWS . E' O.0 +/ (---
<br />- TH - POLED PTT4ETRAROk - U M:.. i' •' •0.Y,
<br />- ,;.'e _AG kNEw"> O 6' Gf r, '1 0 cxITMG W000 HEADER .I[AOEit W0,1t3� I/••. IA', SCREWS a e' CC W/
<br />`r-
<br />T/7' W- THRfAOF[: fCNCNAI:DrH RAT IM ON rOGE ,/)' wn THREADED FHNE'PAtION
<br />`(
<br />tr• >rKT1NC vOCi Hi R
<br />ADE 7 I TOx +
<br />[ FI H A
<br />!14 I F-
<br />1 a u LNr cr . ,/•• • 2N) , /_w
<br />df CeN /u.r � _ I � I N / 6•eRne W/ 7:e•. ,a� +,Ii«
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<br />'/•'• /'i1 FUUCC RCNCTRA l0•.
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<br />W -e EXST«e NOOC r,EwER 1
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<br />' � �" r.E ( c)
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<br />I+R SCE DETAn I'2• A
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<br />7!'E' M1.1
<br />i SEPARA ON T.
<br />TH6 W -
<br />' I
<br />I\J "" 0 CLASS -
<br />7 '
<br />J1'
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<br />son f2! 7'.• I N;I Wn THREADED PENEIRAT:iw Mm (21 2'..'. Mn II!REA:AE➢ PCNE'RAT,IIN
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<br />WALL MOUNTING F,Ai OP DN E!wi ALTERNATIVE 211W WOGD PLATE N:0 HR TJ a Nro•ro H m Hurt
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<br />Alxf .i PEA'[ RsDLRETI : V1
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<br />ALTERNATIVE 1 BUILD -OUT MOUNTING
<br />SHALL /. -• 1 FLOOR TO CEILING MOUNTING 1NSIALIAT12h
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<br />:W,TAL T,CNS ARE DYLI •:WC Ti)n- 6AI,fANGS WTn A' G )ESIG,- ,GALS ........... I",11 SCAII , --I'
<br />C -660. _75 3 1.1 AND PANEL S IIW,'II 'JP TO-5 -10' vl a"GA. T!( ERNATIVE 3'�W
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<br />FLORIDA BUILDING CODE (High Velocity HurNcov Zone)
<br />No. 4 ;,Jrw nlT,r,. Nf
<br />20 GAGE GALVANIZED STEEL STORM PANEL FP
<br />SfF SAS P: AT4 NV Rf W&EMEn^5 ifA IISE Jr S'JP .II A' i(W .C, I * Tk Gy,,,, 8•.
<br />W. AS BANE! cOrANERION TC TRA(.NS (�1 JII(�.� AT 9O , w 64ro 0" RR,TM,' •UlG-W
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<br />.� At0 Dp• .'�/ - -- - """ I L E C O FNf:
<br />w 1'GR c. TXW[ >< <FaL-rs AETERMAtt TOP ♦ ER WOOD .
<br />R., CJ'•.... �j;//•w1o^'ir% TKLY T1TWC`NW++�`LMFW C ANi .B:IIOW`LSN)JSTRFP
<br />Tcc a 90rtGw ucw+4AG5 cAN !u 1'04ETIxED 'N ANY CONDITION ! ANCHOR OCATN)N ,.,, S1Q 'Ex - � . n v,r PHOE. ;Ps, nlee-r6.e. rn. ras.IeB _7 20- 176
<br />N L
<br />WANT 1:: st'11 AN, Ali'KLA1.1CM _. A,... TIN,. ()I-wM t... i n,-INN
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<br />'Mr SHATTER TRAC.5 NOT iHC4M GOP ,,AP:-T sXAu`AGN4TUACIIMTT WITL]H A iWUi :. P E
<br />rig4:i07 iL1It :E A< M
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R s f _ AND CORRESPONDING 1/4. 3/4, 4/5. 5/5 a 5/5
<br />MAXIMUM SINGLE PANEL C> LE REGU LENGTH "I" SCHEDUONLY FOR LAR STORY 2/4 1w/6. 2W/6. 3W/7 & 4W/7
<br />PANELS INSTALLATION INTO POURED CONCRETE- CONCRETE BLOCK A WOOD (t) -3' MAX ANCHORS (SEE SCHEDULE ON -3• MAX,-
<br />V MIN SHEETS SHEETS 9. 10 AIL) ,• „FIN
<br />SINGILP (- ° '- ° AT LAGIi F- -_. _ _ -_
<br />AT TOP OR BOTTOM END WRN TRACKS ( � t�j A 1j DR 0 0 O _ - a
<br />WITH TRACKS J) OR (11 * DIRECT MOUNTED AT EACH JEND* ^ t..� � -t- I :-,�__T_-_ � ,^ -T.
<br />PANEL LENGTH
<br />"L+" OR "L-" (ft.) O
<br />MAXIMUM A.S.D
<br />DESIGN
<br />PRESSURE RATING
<br />CONCRETE A WOOD
<br />INSTALLATIONS t
<br />(post) IFo, -)
<br />*.. _ - --
<br />2c10
<br />T2'-O'
<br />12'-0'
<br />- - is 0- ---
<br />12•-0'
<br />II'-e'
<br />Ja0
<br />?,.-a-
<br />,0'-9•
<br />_ _. JSO
<br />ION -ION
<br />10'-0'
<br />--40.0
<br />10-1'
<br />9'-4-
<br />__ - 450-__
<br />➢ d-
<br />_
<br />e 9-
<br />500.
<br />_.
<br />9 I'
<br />a 4• LL
<br />- 55.4'--..
<br />6•7-.
<br />6 IT'
<br />_
<br />600 -
<br />A-J" _
<br />7-7•
<br />650
<br />e'-G'
<br />r-4•
<br />700
<br />] e'
<br />_ _ __
<br />750
<br />] s'
<br />___i:?,-
<br />a 10-
<br />_ -.
<br />e00
<br />_..
<br />7 2'
<br />S 7
<br />-_- e50
<br />7 O�
<br />e s -_
<br />-- 900 - -
<br />6'-9' _
<br />'-2 _
<br />- -930 _-
<br />__6
<br />,'-a'_
<br />-
<br />6 5•
<br />000
<br />5-11,
<br />_ Is0
<br />-
<br />s'-7'
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR "L-" (ft.) 0
<br />MAXIMUM ,AS.O.
<br />CONCRETE A WOOD
<br />DESIGN
<br />PRESSURE RATING
<br />INSTALLATIONS t
<br />(CI.. t) I. R -)
<br />L+ b
<br />20_0
<br />14_'
<br />,I-O'
<br />26.0
<br />12'-10'
<br />F1_-e-e
<br />104To
<br />II'-7'_
<br />10-]'
<br />9_9"-
<br />9 _2'
<br />JOG
<br />--^3S0
<br />40.0
<br />9'-e
<br />CID
<br />"-I.e'-7'
<br />50.0
<br />- e' 7
<br />6-2•
<br />Ss.O
<br />e'-J
<br />7•-9'
<br />Sao
<br />8L-0
<br />7-5_
<br />65.0
<br />7'-11
<br />r-2'
<br />-
<br />700
<br />71_ s
<br />e r I.-
<br />750
<br />] _1
<br />6 -e'
<br />es.0
<br />7-0
<br />6 3'
<br />-90.0
<br />6 -9
<br />6 I-
<br />9s0
<br />6'-7
<br />ro'-
<br />100.0
<br />6'_3
<br />5 '--
<br />10s0
<br />......5
<br />4'
<br />170.0
<br />-
<br />_
<br />$-1
<br />1150
<br />0'
<br />196
<br />4 -e'
<br />MINIMUM SEPARATION TO GLASS SCHEDULE
<br />MAXIMUM
<br />PANEL LENGTH
<br />WIND SPEED < 170 m.p.n
<br />WIND SPEED > 170 m Ton
<br />Im)
<br />_ _t--_
<br />UNRM"WNED 1 REStRANED
<br />IUNRESTRIMID RESTRAINED
<br />30 OR LESS
<br />>3) 1D 90
<br />I' I 1• -{1
<br />,�rI 1-
<br />-J
<br />6' 6 Ip-
<br />I 7 1/r 7 1/2'
<br />-
<br />>90 TO 145
<br />1•
<br />] I/7- 7 1/7-
<br />>1a5 To I
<br />--- 1'-- I '-I-
<br />- I-7 1/2---
<br />MINIMUM PANEL LENGTH (In) FOR A GIVEN MOUNTING CONDITION
<br />mil. V 01 V I �,,
<br />-
<br />I
<br />I
<br />' I i . '
<br />1 . _ . - . _ I )- i ..
<br />_
<br />_ _ . . i
<br />u
<br />.
<br />-
<br />- I o
<br />�Nh( - - - - - --I -- -
<br />r'
<br />I ;UNBOLTED PANELS :
<br />+BOLTED PANELS W/ 1 N-20A 1'
<br />d
<br />,
<br />`
<br />(SEE SECnONS AS
<br />:IRRIGBIF) j
<br />15 S. N.S. BOLT W/ O EA_ OVER iG3i
<br />I (SEE SECTIONS AS APPLICABLE) -
<br />. I
<br />I '
<br />. T
<br />I
<br />I I
<br />'.I
<br />T I' I I
<br />o
<br />I '
<br />'..
<br />:N0:11 I'O'.
<br />-
<br />=N IO
<br />r-
<br />i0! OI
<br />® Or
<br />® - 3 YA% -
<br />- 3• MAX
<br />,• YIN
<br />2/4
<br />1/4, 3/4, 4/5, 5/5 R 6/5 I• MIN,
<br />110I 2W/6, 3W/7 A 4W/7
<br />- - - - - ANCHORS (SEE SCHEDULE CA, SHEETS 9, 10 Ai 1) -
<br />REGULAR STORM
<br />PANEL
<br />J) ELEVATION
<br />2.687'
<br />N.T.S.
<br />- '/1` M. GAP
<br />4 (MUM. QAa/P -1 Too wur"')
<br />4
<br />TOP
<br />DertcT
<br />`*' 'u-
<br />,.5'Xl 5
<br />5-
<br />1.
<br />"f' TRACA
<br />A
<br />9Jo D-ON
<br />"'APT
<br />ml
<br />��
<br />MOUNT
<br />I HEj DIR HEWER '
<br />ANGLE
<br />' MACK
<br />' N/SYf „-*SIDES
<br />LOSURES
<br />- I DIRECT MOUNT
<br />46'
<br />I ]2' I 32'
<br />JS'
<br />S5'
<br />I so,
<br />SO'
<br />-------
<br />I 5'.1.5• STUD ANGLL
<br />35'
<br />.. 37' 32_--1
<br />-- --
<br />+
<br />36•
<br />]B_
<br />i TRACK -- --_
<br />SS"
<br />12' 32'
<br />4r
<br />67'
<br />60'
<br />-
<br />,IC'
<br />--
<br />It I SwALE CL��f15URE5TMOK ANGLE
<br />-50'
<br />---'--__
<br />I 32`
<br />32•
<br />Je'
<br />60'
<br />56'
<br />56'
<br />/ __
<br />BIIiLU-OUf T 1RAOi
<br />_ __
<br />1 ---T----i-
<br />-+---r__.
<br />t
<br />50-
<br />I 32-
<br />32-
<br />3e'
<br />60'
<br />S6'
<br />Se•
<br />.r _ - -. __-�
<br />I,AX/4�
<br />SECTION A -A 1 1' N.T.S.
<br />NOTES:
<br />D(1) L4. MAXIMUM ALLOWABLE PANEL LENGTH FOR A CNEM FAMINE AS-➢. DESIGN LOAD.
<br />MAX ALLOWABLE PANEL LENGTH FOR A GIVEN NEGATIVE ASO DESIGN LOAD.
<br />(2) P-:
<br />ROCEDURE TO DETERMINE MAXIMUM PA,EL LOAM
<br />GNEM A POSIIWE LSO. DESIGN LOAD, DETERMINE WMAINUM PANEL LENGTH n..' FROM SCHEDULE_
<br />GIVEN A NEGATIVE ASO DESIGN LOAD. DETERMINE MAXIMUM PANEL LENGTH 'L= FROM SCHEOEAF-
<br />FWkk MAXIMUM ALLOWABLE PANEL LOOM Is ECIUAL To THE MINIMUM OETERMWEO PANEL LENGTH
<br />BETWEEN l4• AND 'L-•.
<br />(3) SEE SCHEDULE BELOW FOR MINI. PANE, L040A FOR POROSITY OUAUFIGITON
<br />t INSTALLATIONS IRO WOOD ARE LIMITED TO Y 95 p.&A MAX ASO - DESIGN PRESSURE RATING
<br />`AHNi„ A9g i, 10 A tT FOR MAX A5.D. DESIGN LOADS A MAX. PANEL Lf%VHS FOR
<br />,rip, •- ' EN SPACER -' is USED
<br />ryI
<br />FLORIDA 1 n High YelOcl Hu cone
<br />FLO IO BOLDING CODE (No N ty H Zone)
<br />* �
<br />•) S
<br />C20Ga TATE[/, ee
<br />24 GAGE GALVANIZED STEEL STORY PANEL
<br />IDRAW'sEW
<br />TO AD
<br />'-,1Ff'
<br />•, S�
<br />/aN
<br />r44167
<br />`\*' -
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<br />INSTALLATION DETAILS FOR REGULAR PANEL (1,
<br />INTO WOOD STRUCTURES
<br />y-'----"'-`L_ L SEPARATION ' - .i \I
<br />WOOD ANCHORS 1 TO GLASS. 1 '
<br />f (SEE SCEE I Ass ,»
<br />(SEE SCMEDUIE ON /4•r-20H
<br />3)
<br />SHEET 11} I'3 111*-. tI* eoLr, 1 ON SWEET 3) I o,
<br />`� 6' e • 1/4' OL. I A T. 1 (LQ fV, PWD
<br />----T--- --- -- ' F
<br />,� `' ,D4.'N IAEp 1-A'1
<br />,
<br />I I EXISTING-.1 I i' u4v.
<br />wODUREEADER _y I_N' (Z ' WOOD ARCH I CUSS I I 1 1 (Sfµ'E¢$CHLENGTH
<br />E
<br />( Ep LE
<br />__) - i
<br />H 1
<br />( 1 , 55
<br />1 * i(
<br />1 `WVI_ I
<br />SHEET IN ' - N`LcDI ( F-1 ! i SO% SPACER
<br />i1/t ,OIR
<br />- 1 ' j RDI 1 IFi $PARER _; ; (ice Or 'L•
<br />1- �.,
<br />_ J Mm
<br />I I 1 _ LEHOl1
<br />! _. -'r- WIND HEADER -4 - , 2. I I I ED i ) ; 1
<br />• I Mln. :,, ; ` REQUIRED i
<br />Nln i -
<br />I i 1 1 �'-1, I - DON,
<br />i_ _--- 1� �
<br />1 ! Ir 1 EO
<br />'_�S
<br />1 ____..-_- I t .l _ f
<br />1 I E -� 1' MAX. LONG AL,JWMUM SPACERS 0112 1/2'
<br />( ;-� I :r ! ®OC TABLE
<br />_ - 1 (SEE /1 ON SHEET 11.)
<br />E Nlln 1 1 7 1 'I I I G i SEE NOTE - BELOW FOR LIMITATIONS FOR
<br />I SEI I- .. 1• MAX. 1 1 1 1 'EL i 1 I/2' LONG SLEEVES.
<br />LMAXENGTH
<br />E_- To GLASS f R ; 1 F PANEL LENGTH
<br />1 I PANEL LENGTH
<br />(SEE SCTHETWIF 1 SEE SCHEDULE ) E (SEE SCHEDULf I
<br />( I T . p
<br />1 I PANEL SEE ro 0 PANEL MUTE
<br />OM $REEF 3) I ON SNCFi ]) 1 - 1 ON SHEET ]) -
<br />1 I ,/•k�l. .. ! I I PLUS (SEL SCHEDULE ON SHEET 11)
<br />SCHEDULE
<br />I
<br />1 �5 pa5 W H N I 4 1
<br />� I
<br />1 Ain._ 1 I 1( ? I
<br />) 1 j W ID.1
<br />1 -. I / lltst IGR I.I.C.D 1 50 GLA55. I I 2'.A- WOOD
<br />S ; IDTXH D.E" T_•-)
<br />EG�SNG
<br />S _1 -7 1 (SEE SC/1FDU.E 1 / RATE REOU!RED
<br />GLASS t
<br />GL
<br />1 i
<br />i
<br />p4 SHEET 3) DIRECT 4N
<br />I I i
<br />S I * I ; -
<br />/ 1 I E ALTERNATIVE 2WCER
<br />I i I 4 1 --'_I r- E 1 T 'i SA SCALE 3/B-,'
<br />1 I 1 I ' ( SEE TABLE /1 ON SHEET 11 FOR MAX. PANEL LENGTHS A
<br />4 O 12 r/2' O.L
<br />MAX. AS.[) DESIGN LOADS FOR THIS INSTALLATION.
<br />I I 01 '' 1
<br />1
<br />I I •_ i (� ,y Mm ED
<br />I I E
<br />-- F 2 1
<br />I`___
<br />'
<br />__..1
<br />. ' _ I .
<br />EO i j 1
<br />1 1 I .. WOAD RED,HTW/ * Jt[ NOTE:
<br />} p
<br />I
<br />; STAGGER..
<br />EO -A STUD
<br />1 'I I I (SEE SCNmVI£ oN Y4CEW Y wi 6 , 1/2• IDNG F. -
<br />1- (SEE SCHEDULE
<br />- __,! -_1 _ __ - ___.-
<br />(1) INSTALLATION 5 UNITED TD A OWE E1GM BADMOS PRM H5'-0'
<br />I
<br />2'14• WDOG ���\) >I(mm I, MAX 14Aw ROOT IeJoo (THIS 5 A RES MCnOH T1D11 ANY
<br />� \/
<br />_ _
<br />BuYDNO NOWT CUR MLT INOFATEO ON Swer III.
<br />PLAIT_ kEOUIRED WOOD ANCHORS
<br />I••. t}
<br />E 3 Tow 0 ro "AS' IID,Gim - Z•X4• WOODREQUIRED l2) ATGDIK GONG THIN., CNO".W Y OIANEL WILE FEMALE IV OR
<br />I STAGGERED W/ STUD I 1' SHEET REDUCED M /AIR
<br />! SO COME ' 1.'. PLATE RfOUIRED TIAND, NF,R PLUS) pWl K SWCED ANARIA AT 6 t/A'
<br />(SEE ON ,M AS THE FOuLDWWC - 0.C.
<br />SHEET 111 CorPLFD Wnit (INK K A A6116GigN FRDN 12 1/7' aC SPAOND ALLOWED TWA
<br />1 (1) MAXIMUM ASO a:ID PRESSURE SHIM e).
<br />TWITTING 6 .ee, -66 P4.r. (3) MAX. 24 GAGE PANE. LENGTH a UNTIED TO 0/• A ANY OPENING :
<br />now CARPET PAFFL Lfxcna
<br />2) MAXMUI STORM PALL LENGTH K WALL MOUNTING / DIRECT MOUNT SCHEDAE �
<br />".
<br />ALTERNATIVE 2W (4) IW i/2:UDMIS SPACEROMPO CIo PULONSMALL.B a"
<br />WALL MOUNTING (3) POW PA1p .W.-ATM K DAY M 4 ONLY
<br />-1 TERNATIVE i W INTO, AN DosTI1D eo0o rNAME 1MU. SCALE ]/e.1' - YTAD F1A WHO ZONES 1. OW 2 AND 3 AS DETTARED W AST1
<br />ALTERNATIVE
<br />�t E-1M6 STANDARD ATID THE 2010 (7VI MMON) OF THE FLORID
<br />SCALE 3/e-1` 1 (4) INSTALLATION VAX ONLY FOR WIND I ITUYDTTO OWE I
<br />ZONES 1, 2 • 3 TEII ASTY E
<br />Isms a IMNHN -
<br />__.-,_. _..---" -_. - .- -.__... - .-__-------- _
<br />K: 7/!4fl
<br />__ ----- - R
<br />••'; "
<br />MOTET: �if�P\,' �\CENS
<br />FLORIDA BUILDING CODE Non High Velocity Hurricane Zone
<br />1 I " TI I FOR -
<br />NSTA...A ON ARE ONLY VAL D C W.X. ASO - 1ID20 MTFLO. MC il.
<br />aN o N -
<br />M T 1 NS D.44 NJ2TE_FOR CO fliNAl sfcnD 167
<br />- - 24 GAGE GALVANIZED STEEL STORM PANEL
<br />P '1 Ti T - -EL
<br />DESIGN R JR RA N .s.! AN PA4'' NG H aMrN e+
<br />ESS E G (p ) D L_ LE S *
<br />TOP 11, BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR = 1 * � * E _ / e,��M
<br />- -'• STATE OF--•- 'ram- •'' GLOBAL PROTECTION PRODUCTS, LLC.
<br />COMBINED IN ANY WAY TO SUrt ANY ALTERNATE 2W') =9• --:� IL ECOINc. DW
<br />M$TAl_U110N ,"' '^O sr s, MEET
<br />/Co'Ea 11UL.: T[EYe40Y
<br />2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD m"NR•.A mi�1i11Yn anEe n 1. t y0-T7S
<br />S,,�ORIO.N
<br />""' °°•Im�w�1 eT-w• INmNE.(w).w-]eu. A tw)Ne6-e1e]
<br />I
<br />MEMBERS IV BE SOUTHERN PINE No 2. W/ SPEC FlC ''V ,RAGE .INX / �N.
<br />DENSITY Or 0.55 OR EQUAL. 1rF..... BATB: G-000s7,9
<br />Y FLUT A., P3. R 4n
<br />Nio , SMEI 6 O IB
<br />nOP10A Lk Mie]
<br />- -- - -- -7
<br />GENERAL NOTES
<br />n F10R (FILAR I_TT SAeti}'/ t F-1 IYMa smft PAIIfTS4 (C) l4 S+SA.YC'URED A_SS-INN„'
<br />_W9SU._CH
<br />I
<br />I
<br />t�i10R1A FANNED SHOWN ON THIS PRODUCT EYKUATION 1000MENT (1+ED) ,AS BEEN VERIFIED TOR COMPU.AHCE N. ACCORDANCE - ,/."_1Ni
<br />M AS YMIUFACIUREO BY i W UI "/ INl'.
<br />/'PEON ANCHORS, B LOL
<br />S, AS
<br />WITH THE 2020 (71n EDITION) Or THE FLORIDA BUILDING CODE THIS S10RM PANEL SHALL NOT BE INSTALLED AT HIGH - /'4-IO PAEWAiE iQ1Kf IC AMC CANELMATE RUS aVCHOgS. A; MANVFAC'L'0.[D 8+ ELCD CONSTRUCTION PROCUCIS.
<br />VELOCITY HURRICANE ONES MLAAR- ROWARD COUNTIES - I R P- N. LOG U E 2 DADS B 4Y LAD SCREWS 7: b S
<br />( / /
<br />ER
<br />DESIGN WI DETERMINED P N 6 9 F N HP N D C FUA A BASIC WING _ - C
<br />LOADS SHALL BE GIWCT D 1 O 0 :IE ABOVE E 0 E OOE 71 '• .RI 't Y DFt w Y 6 . 5 tl" WOOD BUSH'NG. A5 pS BL EO E AU H0 5(:RF BO' A SPECIALTY O
<br />PEEWIND
<br />P c P ) FOR A II S K REQUIRED Y THE P TWN 5T M L MILL BE +N51 E[ AND D D1REC 'tt (ACTOR
<br />ORM
<br />FEEL EOU ED B IHE JV ISDHC WHERE OH NINE AU ONAU
<br />H
<br />eS USING S- Y n THE 1 .! T CA I N M P' P ' F,+
<br />7 16 MO SHALT NO E. CEL C MAX NUM (A3 O) DE51C i PRESSURE RATINGS NM. TCD ) S E_rT5 C ij MINIMUM THREADED LE ,ON INTO WOOD Of fAPCCXV ANCHORS SWN1 BE I , /2' AND 2 _P FLCC PAF.LMA7E PLVS
<br />itN
<br />3. 9 17.
<br />3 9 ECRU 1 A 17 AN PAH r i 7 ,6 C ELMAI_ FEMALE IO
<br />a: Fr
<br />IN R T W1' THE AB ON ION ULTIMATE 1 WIND LOADS DETERMINED .R ASCE 7-16 SHALL BE F1H5'
<br />,RUE 0 VE E OVF C DTl DESIGN
<br />T P i PENETRATION INTO 1 I 1! If) 5 P n 71P TI TN N IN M iN A.5 : '` Z MINIMUM THREADED LNETM NRH OF :AG SCREW 0 ME
<br />FRAME UNIT SHALL BE 2 NO TNFEArEC REDUCED O A D DESIGN PRESSURE RA NG BY MUl l NG f BY D6 ORDER 0 LO ARE CSC W/ MAX ( (J 1
<br />OF T
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3. 9 1HRU 12 A t], le PENETRAT1014 INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRAnVN
<br />IN OPMR TO VERIFY THAT ANCHORS ON THIS PC AS TESTED WERE NOT OVER STRESSCO, A J3% INCREASE IN KL OWABLE
<br />SIRES- FOR MIND LAMS WAS III THEIR NCFASTENERS SPACING 'O WOOL HAc BEEN CTERMWCD IN G ]) 4EDGE DISTANCE OF .SC4CMSFRO WU >NABE ASINJ,"A EUIN TIIS ORA M kG
<br />ACCORDANCE WTN ND.S. 20:8
<br />4' MIN PENETRATION -RING Seal" 1 '4- - R S. . 1 I •' L NIN1M U
<br />C. MEAN PE CTj6A °F W1X30 EAJS _ 9E 3 e r 2C SC EMUS USf.0 HM' BE /[ ON' V
<br />STORM PMEL UACY r .PACT M RESISTANCE HAS BEEN IN ACCORDANCE WITH EI'„•f1(R. 1609.1 : OF ) / /
<br />O E ADEQ OP AND ND f _ CE BEF S
<br />•T wn ulrou WITH
<br />ORIONR[ SNOUI.L STUCCO E _ AND UN FOR WALLS NO STUCCO
<br />THE ABOVE MENrIONEG CODE AS PER AMER+CAN TEST LAB OF SOUTH F:R OA REPORTS /Op,40'-01 AND /0219.02-09, 4
<br />1 T R P Tt I-1 PER
<br />@ A3 C 730-0AND AMEIONS 1E51NF SOUTH FLO KL0. REPORT [3G ° AS PER
<br />!D
<br />IA$-20, AND TANS-203 PRGr0005.2AN0 As PER CALCULATIONS PFPc(Xa4E0 IN K'CORDAN[F w,7 SECTION 1604 OF THE (-5) CONCRETE PANELS $TIJCU OR BOMOS BC rOIJNO ON !,HE GNASHING
<br />Vl TA P NU A',MER D I CASE TINT FNSHALL STONE. OR OUGH
<br />-
<br />T7
<br />N II T RF TH A n
<br />WALL, LI%'A, ENOUGH HIND
<br />ANCE ORS SHALL O E MAIN STRUCTURE BEHIND SUCH AELs
<br />rl OR!oA BUIi01Nc CDDF
<br />I
<br />CH S 1'I N ': IN C C 2%1
<br />M 514AL: BE AS M 4 0 EI C I I A L a ANCHORAGE E , ') )
<br />-I OY 1 P - H 'i NL AL'MlNOM iXIRt STEMS 1 BE 6U63 6 Lc ANF. EM CH UNLESS OT ERMSF NIA ED SEE SNECT 2 2 1 0 K ( ) ANCH INSTALLED i•. UMNG K- L1i THE RECOMMENDATIONS AND "P :.IfKAHUNS tN THE AG1Q7•S M,WI:fACTURE Ft
<br />D .ORS 5`N.- Bt ht > E l7
<br />3 AL: KJWNUM SNEFI METAL USED Ai CLO5:'RFS SHALL HAVE 3105-HI• ALLOY
<br />P. PANELS MAY A_5C7 BE INSKLED HORTLONTALLv FOX -OWING INSTALLATION DETAILS SHOWN ON $FCrK7N , THROUGH 6 (SHk ETS <
<br />4 A„ STEEL SHEET META PANELS SHALL HAVE SFRCCTURK QVN,;rT 5TEa. ASTM A-65J GRADE BID NINIYLIM. G--6C CKVAI.ED THPGN.'H S F%CFD• THAT HEADERS A SMALL NOT BE USED
<br />i1 EEL TAS)GNATION W/rr- 922 AT. UJIFR ROLLED) 9 it SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 'C VERIFY MC SOUNDNESS OF THE STRVCTJRE WHERE SHUTTER IS TO BE
<br />ATTACHEO TO INSURE PROPER ANCHORAGE TI< SHLTEF SHALL ONLYY BE ATTACHETO CONCRETE BLOCV ORWOG, FRAME
<br />< AU SCREWS 7C Bf SIA S$ECH 3L4 (JR }16 AJSI SERIES OP CORROSION REL. SANT 40AiEC LAF00N STEEL AS PER LIN BUILDINGS
<br />500,8 W/ 50 K„ YIELU STRENGTH AND 90 KW, TENSILE STRENGTH KID SHALL COMPLY W/ [,,.ORIUA BUILDING CODE SECHUN
<br />2•,I J3A ID CAGE REGULAR STORM PANE'- WT71, LCN4.H5 CLAP 9C'. AS PER SECTIONS , Z 4, c 6 AND ALtLRIAA•'VES IW, 3w A 4W ON
<br />S TO BE AST4 n-307 OKVA,2ED $1EIL OR A51 -N,•a SHEETS 4, S. 6 A 7 RESPECTIVELY SHALL HAVE A LEGIBLE AO READILY vtSIRLf MMeXING INSTF IN': OWNER 04 TE]ANI TO
<br />E BELL $ERICS S'AANLES) S1EEL, WITH J6 ',NI MINIMUM YIELD STRENGTH SECURE PANELS WOH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING
<br />7 ANGtURS 10 WKl SHALL BE AS FCJLLOWS t THE INSTALLATION CONTRACTOR IS TO SEAL/IAIAK ALI. SHUIIER CCYKWfNT EUGES Wli('H REMAIN I14 CUNPRUCAUS CONTACT WITH
<br />THE BUILDING TO PREVFM. MNU/WJN INIRUWN
<br />III IQ S'' .NG °OSlRED.SON4RQE
<br />- ci 1 V MM SPEC `I A � 1 TH FI c Y 1', ' NI ' N` - 1 A' T f Y 11N 'A i 'M:n A T1y _ OBI/ PAI INSTALLATION UN SHALL COMPLY - E.S VLC T:i7 N IS !>kAWNG _.. AN BIAI.'uNL N,. .CRV;NG-GV:AIO ♦ AFCON ACHE-:N AS MINA/ ACIVREC B BUT, uk N. < .. / + ) ' 2 EL
<br />/ - P
<br />1/4" 0 . )/e` CALL( ;N ANCHORS, A; MANUFACTURED BY OEWKt INC P Y. PERMIT I P 'N t. THE .ILW _ Y WERE P RMI S W Lf (' ROWELED B3 C p-, IO E E ..
<br />r/d•0 . 3/4' SOLID SET ANCHORS, AS UISTRIBUTFO 8v All POINT RCPFW, BUT A SPECIALTY CO
<br />CYALUATON DOCUMENT GENERIC AMC DOES NO' PR]NDE IN'ry171MiXRI
<br />ERE -H FSITE
<br />THIS ENGINEERTFROM
<br />(Mr. t' +3c0G P.A.) 'S (R) THIS PSITE
<br />ST W COD TI M
<br />114-10 PANELMATE FEMAE II A PAEULATE PLUS ANCHGRS. AS MANUFACTURED BY E.CO CONS'RU0iETN PRODUCTS Fryi n SITE SPECirit I'ROJCCT. '.e WHERE 'i•E SITE ff.WDITR.N5 DEVIATE FgON THE P.CO
<br />I !.0 "AMA CAI, IN ANC11R< MANUFACTURED i 'Nr .. C _ N. _. AS MAIL AC URED B( DEWAL . _ _
<br />'T 11 P' F 1H SELECTION. AN " fl LIFE f THIS F. (6) CI:INTRAL UR C & RE> (,fISIBNi FOR E SfiEC O'4 PURCHASE D OJSIKUA':ON 111C1.-DI G J E SAFETY C S PRODUCT
<br />BASED ON NHS PEE, PROVIDED HF./SHE DOES N07 GE`•IAIE FROM THE CONOn10NS DETA.EU ON THt' IXVLUYENI
<br />A 1) MINIMUM EMBEDMENT OF IAFR:ON ANCHORS INTO FxiU17C0 CONCRETE SHALL N 1 3/4', 2- FOR CU.O PAELMATE A.`ID TR i Y AT IT THE CONTRACTOR'S RESPONSIBILITY
<br />CON$ LTC ION SAFT7 SITE S E ,CAN RAC OR 5 ESPONSKBLI
<br />'./A' [ IR
<br />E 2ANC NAILIN ANCHOR`:
<br />(c) THIS PROOL'Ci NKUAnp4 DO'.'JMENT WILL BE r.ONS:DER[✓ INVALID '.F MOD:FEti
<br />'1 - rM / •INE THE P N " RE N - Nr TNT At CALK -IN A $OlJO�-SET ANCHORS SHIN nF E$°OEO B 0 E OU !.. CONCRETE D :4BE�E D
<br />4' P I, u1 H n -n - - T W C U. 6E .0 E ->. I
<br />STUCCO SHALL BE PERMITTED. I • 2U SCREWS USED SHALL ErE 1 2 LONG MINIMUM SHOULD STUCt. t S1 i +i P 'S PREPARED A FLORIDA A I:. C HI w W 4 : I / (G)
<br />f. SPECIFIC SNN.I OL HE ARE, BY (WHOA BE EU ENGINEER 0
<br />THCkI-F
<br />AND 1' FOR WADS WITH 40 $nJCCU. AfJ MAY Of HfADEO SCREWS OR ALL THREADED SCREWS WjO HEM, ENGINEER OF CORD (E U.R X FOR THE PROJECT ILL FOR 111E III
<br />E WHO WILL BE gEATtO
<br />WIND,N
<br />F THE
<br />THE , E D ENGINEER M RECCQD. ACTING
<br />ICCOR , A Ofl£GATEU EFOR RE ED THE
<br />BIT WITH WIND HUTS PROPER USE ""I
<br />EA nE I
<br />PLED ENGINEER $FI,AL. SUBMIT TO 'HIS TATTER T11F VIE SPECIrtt CRAWINC$ FOR RENEW
<br />A3) INCASE IHA7 PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WCX)O BOARDS BE FOUND ON THE
<br />EXISTING WALL OR FLOOR. Af1CAIOfiS S1Nil RF TONG ENOUGH 10 REACH Toil MAIN STAUtiVRf BEHINDSUr_M PANELS (e1 THIS PESHALL 9fAR INE 'NTE MID ONIGINK SEAL ANC' SK;NA7VRE 9f IHE PFOFESSWHA
<br />ANCHORAGE SHALL OF A% MENnUN O IN AI) AMC IN A2). ENGINEER OF RECORD THAT PREPARED IT
<br />IB) IO-EAISDNG GJ2KRF'TT 1A1L ji1r C,_p0- 14 SHUTTER MANUFACTURER'S LADE:. SHALL BE LOCATE: : ON A READILY VISIBLE LOCATION AT -TORN
<br />_11x1x PANE. SHUTTER IN ACCORDANCE WITH SECTION 1709 9 2 OF FLORIDA BUILDING CODE ONE LABEL
<br />- I/4- 0 TAPCON ANCHORS AS MANUFACTURED IW I I W RLIILuF.X, INC
<br />'Arti:
<br />SHALL BE PLACED FOR EvER, OPENING LABELINn In COMPCY SCI TION I IN S.3 OP THE
<br />- 1/4' 0 7/e• CALK -IN ANCHORS. AS MANUFACTURE, BY OEWALI. INC FLORIDA BUILDING CODE.
<br />- 1/4'0 x J/A- SOLID -SET ACMOk. AS DISTRIBUTED, BY ALL POINT SCt 601.T A SPECIALTY :
<br />. /t4_ID PO4E LMATE FEMALE ID AND PANELMATE IN ANCHORS, AS MANUFACTURED BY ELCD CONS-iCTION PRO��Mtll1FEFr/A.'
<br />- 1/4" 0 2AKNC 1NTLIN ANCHORS. AS MANUrACTURED 81 DEWALE, INC J4S(GR A'.T/21"n' "
<br />•-':9
<br />B.') MINIM EMBEDMENT OF TAPCON ANCHORS, FLCO FANfLMATC'S ANC ZAANC MALIN ANCHOR. IN%, ME£' CENr'a"
<br />9lD UNn $HALL EEE 1 1/<- ! FLORIDA BUILDING CODE Non High Valocit HurNCOne Zone)
<br />�pC44 S ot°S0 n`L`b INC 24 GAGE GALVANIZED STEEL STORM PANEL
<br />R C) CALK IN ,9 SELL SET ANCHORS BE EMBEDDED 1/8' A4T0 L'DNCRO% BMIJ '_HO NO I DnwTw «-
<br />4' 0- - MINIMUM
<br />E tO
<br />STOC(U $HALL 8E FERMfriEO 1/4` •-20 SCREWS USED `,HAI"L BE ' '/2' LONG WnMW SHOu-DGC Fw2 ...
<br />AND I' MINIMUM POP WALLS WITH NO STUCCO -'$ STATE / IL E C O ', GLOBAL PROTECTION PRODUCTS, LLC. D7 pNteJo
<br />•.
<br />? 9 i Nc
<br />AM
<br />B. J) IN USE THAT Pgfl:ASi STONE. OR PRECAST CONCRETE PANELS. STUCLG OR WOL:D BOARpS BE iOUN E�QRI "'Zy TILL �resTwo •�IIIIX�RIcGY alx.Y, �°f10,J,yTLEiL313JNr
<br />EXISTING WALL, ANCHORS SKILL BE TONG FNOIJGH TO REACH INE MEAN STRUCTURE CARE BEHIND $UCH PA lI, :' ...'isa[i uo n. nw e,I ,s., A"mc I- ANT la[N r,M (06dlmp-, 20-175
<br />�s1
<br />WrHOgpGE SHALL BE AS MENTIONED IN B !) AND N B 2 ivai.o"'""- GTArPF. �°
<br />Ui
<br />,11j1j;1;1'
<br />�rt`.- FLORIDA., At -
<br />III TITIAN PE Sua.KFGwT1,Wt/:M1F u:1T:
<br />,4 :IIeE I > 1e
<br />-___
<br />INSTALLATION
<br />DETAILS FOR REGULAR PANEL(-1'
<br />ANEL(-1'i
<br />`
<br />INTO POURED
<br />CONCRETE OR CONCRETE BLOCK
<br />STRUCTURES
<br />(��+tISTIHG POURED CONCRETE
<br />POURED CONCRETE
<br />OR CONCRETE BLOCK
<br />__E)XISTNG
<br />OR CONCRETE BLOCK
<br />rEC�RF:
<br />REOUNNED.
<br />CONCRETE ANCHORSCONCRETE
<br />ANCHORS if.. ,,(SEE
<br />SCHEDULE ON
<br />SHEETS 9 THROUGH
<br />f2,1
<br />(SEE SCHEDULE ON _.(
<br />SHEETS 9 THROUGH 10) 2`
<br />�"�OARaa'.
<br />1.1
<br />CONCRETE BLOCK (�I/4Y-2m1•s
<br />1
<br />i2•; I /a•
<br />L - '/2•IE/a`
<br />,o uTAI` ears
<br />REOLNRED 3 O,�ee1/.•o.C�_
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<br />MAX..
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<br />CONCRETE ANCHOR$ '� T I
<br />I
<br />1
<br />-(SEE SCHEDULE ON IiECI
<br />E D I I
<br />SHEES 9 THROUGH 10) I I
<br />�FI;
<br />I
<br />! EQI _ i 1
<br />Ii��
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<br />rai I I -1 �
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<br />70 GLA55. I I ba �' ••D
<br />I i OJaNI DAR 1�]
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<br />On SHEET J) 1
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<br />1 SEE SCHEDULEI
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<br />CONCRETE ANCHORS A
<br />(SEE SCHEDULE ON I '
<br />Y (SEE SCHEDULE
<br />° I I ON SHEET 3) 1 �' S,q 3)- 1 1 I ON SHEET 3)
<br />SHEETS 9 THROUGH IOa
<br />(
<br />( I
<br />11 I F
<br />i 1 1 1
<br />I O F 1•
<br />�
<br />C A55 N i
<br />1
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<br />CAUL -IN ANCHORS
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<br />- _EXISTING POURED CONCRETE
<br />CONCRETE ANCHORS
<br />REQUIRED.OR
<br />PREELMAT
<br />USED
<br />ANCHORS OR CONCRETE BLOCK REQUIRED
<br />STAGGERED W/ STUD
<br />(SEE SCHEDVtF ON
<br />SHEETS 9 THROUGH 10)
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROUGH 10)
<br />BUILD-Sj&
<br />SCALE 3/e.t'
<br />fING
<br />MILNG
<br />LL M SCALE 3//B�-1-
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<br />T�CENIS
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<br />''
<br />`"-1�P :�9�:
<br />FLORIDA BUILDING CODE (Non High Velocity Hu icon* Zone)
<br />ED. . EDGE DISTANCE
<br />NOT[ FOR COMBINATION OF SECF)ONS
<br />z .• 0, 44167 •- c
<br />k : * - ,r * E -
<br />' •O'• STATE 0- - V-'2� - ti= - - -
<br />wDm n,Lm, E4c 24 GAGE GALVANIZED STEEL STORM PANEL
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<br />'e,..
<br />'�nD;�'a'a
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<br />% 9'' r
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<br />SHEETS 9 k 10)
<br />Y WAY
<br />COMBINED IN ANY WAY ro SUIT ANY
<br />I
<br />INSTALLATION
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<br />... '' /7 If.I`1
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<br />INSTALLATION DETAILS FOR REGULAR PANEL';Z` INTO WOOD
<br />ALTERNATE LEG
<br />4'FB' (Mon.) EXISTING WOOD -..I. _-. LOCATION
<br />_
<br />BEAM REWIRED. STRUCTURAL
<br />ADEQUACY OF EXISTING WOOD
<br />BEAM TO BE CERTIFIED BY .TO. --- ED .
<br />REGISTERED ENGINEER OR - i -- A
<br />- COY
<br />CHITECT PRIOR TO SHUTTER
<br />INSTALLATION, ALTERNATE WOOD ANCHORS -'. Min.
<br />WOOD ANCHORS -.�TT_ -
<br />(SEE SCHEDULE ON(SEE SCHEDULE ON �� A.1• tADI 4ASNCR 1(•➢
<br />\. , - � - to --- ED - e• IWALM TEA so+cN 00
<br />SHEET 1 ,• u P • A H 1 .•-» s 5 ! / SHEET ) '/ rt
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<br />MAX. W000 HEADER_ i
<br />1 (-1
<br />1 - � _ I I REQUIRED
<br />EXISTING I �8) I 1 I ! 11 SS y 0 HEM, qR
<br />V ,/4•
<br />I
<br />GLASS-'1 oc
<br />I I WOOD ANCHORS ' _ 7. ; i Wfp�. 6
<br />1 1 (SCE SCHEDULE ON 1 Mw. 1 1
<br />1 MUM 1 _ SHEET 11) I. 1 I 1
<br />ISCPARATION TO 1 - (1 ) ''- ...i 1 $' I 1 ( ��
<br />GEASS.(SFF 1 1 ( I 1 '
<br />SCHEDULE I THY-7o.1' I- , L 1 t
<br />1 ON SHEET 3) SS eats r,© N Mh+. SEPARATION TO CLASS I 1
<br />A FA aaW,r r I.. 1 SCHEDULE ON SHEET 3) I E /4•--1a1' •L' MAX
<br />I ,: - i LIB - A"" I , is. BONrs •,Q PANT, LENGTH
<br />LDIWN DAA r!T •L•
<br />1
<br />MAX i 1 A ( (IS i0011aF1fYRR
<br />PANEL LENGTH - (SEE SCHEDULE
<br />1 ' (SEE SCHEDVIE FXISTiH� L� I IeoN TMOR 1-.1 ON SHEET 3)
<br />ON SIHRT 3) GI'�' I ^ I 11
<br />-. If E 1 1 1
<br />.1
<br />1 , J.
<br />`
<br />OF -L' 14 r I ICI 1i .0
<br />�q
<br />1 ' 11 I R.`�' MAX ._i I 1
<br />4; !
<br />1 0 !2 1/2- D.0 I 1 ;�. _
<br />I F11 /r
<br />I .._� -N•+'V ,/4'r-To•I-
<br />NO FINISHI 4_ I
<br />ALLCWIED I 1 0 - * �1dA NEA04ean
<br />i
<br />'
<br />! `
<br />-L__- ',1 �' I
<br />-
<br />YFa' WOOD PLATE I i
<br />- -- 2'X6' WOOD t
<br />_ _ - DECK REQUIRED REQUIRED -1 - I W000 ANCHORS
<br />i
<br />WOOD ANCHORS " I I (SEE SCHEDULE ON
<br />(SEE SCHEDULE ON 3/4` I SHEET 11)
<br />SHEET 1) . -
<br />CEILING AND FLOOR MOUNitNG BUILD -OUT MOUNTING
<br />ALTERNATIVE 3W ALTERNATIVE 4W
<br />SCALE 3/B-I'
<br />(�Aa�11IIIN� SCALE 3/8-1'
<br />tA,'EN2
<br />C1a1E1.,
<br />4 NSF•lfP%
<br />i
<br />••
<br />NOTES,-
<br />NOTE COMBINATION OF_SECTICIN_.: •• NO. 44167 ? FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone
<br />= *
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. A S O
<br />- * i Pp7O nTim NC FP.
<br />OF k BOTTOM MOLL Gs CAN
<br />MOUNTINGS P 1 P LENGTHS
<br />DESIGN N PRESSURE RATING .a.! AND NINE LEND S ? b'• GALVANIZED P ES C L 24 GAGE GAL AN ZED STEEL STORY PANEL (P )
<br />SLAT DAMN n
<br />'•. E OF
<br />N
<br />COMBINED IN ANY WAY TO SEAR ANY AS PER SCHEDULES ON SHEET J S p T Z _
<br />' ��` f[QRE�1�'� ; 4'
<br />INSTALLATION 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD _ ,` DTM/mm
<br />10 SOUTHERN PINE 2, s'iyFA "---"„N,j'R" ��- -' IL ECOINc- PROTECTION PRODUCTS, LLC• Osm
<br />MEMBERS BE No W/ SPEC(FlC ,GLOBAL'
<br />DENSITY OF 0.55 OR EQUAL /QN ALE �LI¢ TR YrdTINO A daRUM COMPANY FBDO s.W' S' E/PEET
<br />, ,,
<br />1'11NIIIIIIMII" , DINE. 11 SJJI• 20-175
<br />^� INTO n�- - (W(alITH-y1F'• g (95H)NW-*O, rA. tyllpee-em
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