|
_ _ - __ I -"I I I I t IIly' II 1111
<br />I
<br />}.
<br />> H b , ftl.
<br />• ,-It 111 3
<br />[., 4 WH.. 1• •A
<br />MAXIMUM AS.D.
<br />"M
<br />"MU
<br />"'.
<br />N
<br />/eNYUTM SEPARATION
<br />- m
<br />MT)
<br />(SEE )
<br />CONPld��lON
<br />SECTIONS
<br />.66.0. -75.3
<br />70' OR LESS
<br />2 9/ir
<br />BOLTED •
<br />1'. 2'. 3% 1Te.
<br />2111 A 31W
<br />.66.0. -75.3
<br />70' OR LESS
<br />2 7/8-
<br />BOLTED -
<br />A' a 4'1T
<br />• SOLTED el FROM 1/4~BOT10M a A M.S. AtMOCNVT AT OVERLAP A,401E a PANEL LENGM
<br />MEASURED
<br />f H•
<br />•k
<br />:N..7H 1 - _ IA• ,1 4.Ail I '7 .Ml•� 1 ! 3
<br />\._ i 3•.. i.:l. .I..:.H T ML,...H l:l:iIK sir
<br />MA)UMUM
<br />DESIGN
<br />UkOOM 4NOi0RS SPM116 FOR E D - 3 1/2' -
<br />APPLICABLE TOAS.O.
<br />ANY MMM"?XN
<br />W THU
<br />MAXIMUM PANEL
<br />LENGTH 1' (h)
<br />PRESSURE
<br />RATNG
<br />.1,1.
<br />TA•OONS
<br />CNLX Al
<br />PANOL AIE FEMN.E D
<br />PINEUMATE PLUS
<br />m IXINOErE
<br />m tanCJETE
<br />m mNEaTr
<br />ro wNa[1i
<br />12•
<br />N/A
<br />12'
<br />N/A
<br />12'
<br />N/A
<br />12-
<br />N/A
<br />T' A 2- (TOP)
<br />it'
<br />3'*
<br />10'
<br />3'
<br />5"
<br />4•
<br />5'
<br />4-
<br />' (BOTTOM)+
<br />12•
<br />3'
<br />12-
<br />5'
<br />B'
<br />1.
<br />8•
<br />6•
<br />1• BOTTOM}
<br />1 44
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />12 1/2•
<br />it*
<br />2' (BOTTOM)
<br />66.0. -75.3
<br />7-
<br />N/A
<br />6 1/2•
<br />N/A
<br />4 1/2•
<br />N/A
<br />4 1/2"
<br />N/A
<br />3' (TOP)
<br />70' OR LESS
<br />12•
<br />N/A
<br />12•
<br />N/A
<br />9 1/2-
<br />N/A
<br />9 1/2'
<br />N/A
<br />3- (BOTTOM)
<br />12-
<br />N/A
<br />12•
<br />1 N/A
<br />12•
<br />N/A
<br />72•
<br />N/A
<br />4' (TOP)
<br />I
<br />1 12'
<br />6"
<br />12'
<br />1 9 1/2•
<br />12"
<br />11'
<br />,2•
<br />IT'
<br />4- (BOTTOM)
<br />•LIMITED TO 611.0 D.Wt, A.S.D. DESIGN PRESSLOM 14AT1NG.
<br />26 FOR ANCHORS TYPE k SPACING FOR R6TANTIONS KID WOOD
<br />• SEE ESHEETBUILDING
<br />FTWE 9LAMCHO MD IpNw [DOE DISTANCE ARE ROKGTED GN THIS
<br />WAIN ANFOR D. LESS
<br />SCHEDULE. oXr$P FOR Ea LESS THIN IN SCH IL 9GEIII FOLLOWING REDUtt AmNOR sPFOR1G
<br />M YUL1 w*m 9PACNG SML GN 5179DWRE O 11E 0USI G FACTO FOR
<br />Ins E LESS T ro MI MUM Sl i 01DID M FOR (NONFD USING FACTOR SHALL
<br />NOT O If35 MAN Yf1611M SPAONr IIDHGIEO FOR FAIN ANO1a HYPE AT
<br />Mltllda lD7FN0.
<br />Moo= Tor
<br />//414
<br />1/41•
<br />pw
<br />t/r.
<br />1/41.
<br />p - -
<br />_
<br />Twim
<br />pA1D14R
<br />Ir MIaIOR !Yams 0.)
<br />3
<br />3
<br />3
<br />2 1/2
<br />In I.aeerAHv OIK,s.Y PL)
<br />M Ar-1 LI�eY L) 9AI
<br />J
<br />J
<br />3
<br />3
<br />3
<br />J I/2
<br />3 1R
<br />4
<br />IL71RL fd CIE immice
<br />f1111011
<br />I ,/r =1
<br />-a
<br />-
<br />,/r
<br />-
<br />-
<br />J•
<br />J•
<br />Im
<br />Im
<br />.w
<br />3,
<br />777777
<br />-
<br />m
<br />tm
<br />1
<br />1
<br />RIND REQUIRES MP.. DISTANCE BETWEEN BOTTOM OF PANEL 1
<br />/
<br />D ®m BE ,/x• rM..
<br />1
<br />1
<br />++ REQUIRES Mi •STANCE BErvium BOTTOM Or PANELII AND 0 To BE 3/16' 3/16-
<br />Mo..
<br />Gnl!GAIUCWTC cnR REGULAR IFE SAFETY DIE E-Z HANG STORM PANEL SYSTEMS
<br />(SCALE 1/2-1'
<br />-._.-.15.125• (TOTAL WIDTH) -.- -. -- ---.-. --- -- __ - -
<br />- - - -- - --12.500' (EFFECTIVE ODIN). - _---- - - - . -- - - n93' I/VtWZO p•
<br />_
<br />I - T -.in50' - .750" -. SS SM At
<br />Cl
<br />-_. .._. ___ __. 6 I/.• VYP.)---. -----• .3742L..,23'_ m 4NGE • 6 ,/4-
<br />12W 168'+ T O.El IOC)
<br />t00•
<br />.500• .- 1330'.-. r 1.3501.500'
<br />.250'� / L'L 0.Q24' AN. THICK �'S 1.671'
<br />6
<br />- II--NEMMCD
<br />J.J7S' �• r�,
<br />-EDGE
<br />.. t.sm•
<br />,1ALWRm STEEL '_,i
<br />ASM A663 TYP.•2.m0' .08a'- ISDMI15'
<br />GRADE 60 \W6MTM HEMMET) , 2.125• 1. _._-.!
<br />_ (-
<br />c-60 GN.v. - EDGE L-I.S00•--J
<br />JII , OW
<br />--OCTAL A __/ - _ - TYP.) (�,�.�1
<br />Q1 STORY PANEL 1- .375'
<br />1.356• '---1.3S0•..- OETAa A� 1 _ - 2.000' -- -T
<br />PANELS SHALL BE R6ALLED ALWAYS-._--_-2.367•. .--.-.
<br />TO or�"Ja ( 'H" HEADER (3 VFW TRACK (4 ANGLE WITH STUD
<br />AST END A
<br />j -: 'R TOPEDGE
<br />rALV024- ( in.)
<br />0.62a• SITE EL
<br />P HEM END /1° ,375' ..t7o
<br />W/ NEIINRCD l7/oE ) �r PNIEL r �-
<br />40.05'
<br />Wo.aw .
<br />- r ( _- _ 200 i
<br />-CI.6255 0375• IIN 0.250••
<br />Q ''- -' , a0, • 62S• -. OUP, .
<br />!
<br />--- 2s5o - I 11 ISOMETRIC VIEW DETAIL A I'.-. .s7o '-°"'a 15 OR (90
<br />-- •
<br />937
<br />1 _.:7` N ROUNDED CORNER O ENDS OF PANEL'S 1 - t - -
<br />aL1
<br />-. END UP W/ HEMMED EDGE. L .-. .625•., .12V
<br />.-2.37e•
<br />(N.T.S) .375'
<br />�- 'Y".DOGOMA1 jumimi
<br />I I OF
<br />2.500• I - .091• 067• I. 5) KEY HOLE WASHER ---
<br />3,750• ow.) -jj- u _• 31O5-H154 ALUM. ALLOY © KEY HOLE AT PANEL I - -' - }
<br />.072' Ls��
<br />•SEE SHEET 6 FOR AmRDNK
<br />2.1 Z4• -• .750• - .013• U MRATO O IF SLEEVE LOON 5 1 I•.
<br />-
<br />. I
<br />.09'. _ ,- 125' 1.. ONLY V.MID FOR WI ALUNT,ONS MID
<br />1250' .375' O SLuF�EyY�E�p�yf1ST } I - (�) I "' WOW ""A"U"ES.
<br />1- - I 711oo.-.LrEISEAA.6
<br />,. --- -__. __! 2.000"-...- 2.000' 3.750'
<br />.-. -ItIJ' A MIST
<br />-- � 125' I.Om'
<br />-_._--2.348' .--. I-Ale-
<br />O
<br />(7 REV. -H' HEADER © 'U' HEADER N I- t
<br />1 - - --- T' MN. TO 5" M... _.__- -
<br />® 'SLEEVE i' MAX. - Dam --- 1
<br />LENGTH /O ��
<br />11 'J' TRACK 1�2 PANEL HANGER
<br />3.000 AA,A4/•II•Ir„
<br />J74• Sul- -no - - _. , - -. a`+�Z�A A. T!i(''YQ/'ky,, j�f 4 �
<br />_ - _ a061- ALL 'Es
<br />.•••..••,.•✓,O (USE ONLY FOR E-Z HANG STORM PANEL
<br />f _.i„• .658' ' - a70� - '275• 062 _ 4-•`y�P:' JCEN '(• •.•T SJ, SYSTEM) 6053-76 ALUM. ALLOY
<br />_ _ I.. _ -
<br />_I - - I -_--• T MYN }
<br />,�,/(J No. 44167 ' FLORIDA BUILDING CODE Non HI h V,Heel Hurricans ZOM
<br />1.671• �•
<br />p p ,,125' 250
<br />,. 123• 'G.3•--MNo�MN•(l � {j = : es6m nr6:o. Nc. 24 GAGE GALVANIZED STEEL STORM PANEL DWM'p:t-
<br />S.Om•r-tFR.
<br />-
<br />) 0--) 120, Oso -, y
<br />- 2.OD0'- - 1 IT, P L _ .._- SEE SECTIONS - - - - -- MAN,• i -. ' O :'• .L(} 9: c7lP/IW6v�� (L E C O IEEG. r PROTECTION PRODUCTS, LLD. RARE
<br />F �J .Ww 1. 51 MEET
<br />.204'd' / �. 'AAAHaAt4' --A,-AAA- k•M.PW n »,•. DAME. n mu 20-175
<br />N
<br />"'" : o°E -cA-DO W" , w ^ -,M s-tb.t1 - ! !! rAx nroA>,e9 6m
<br />1© BUILD -OUR 'F' ©4 BUILD -OUT -F TRACK 1 S 3 � WASHERED WINGNUT ,..,., a•mO r
<br />G OWr71I m H .
<br />TRACK ANGLE P.L &IA/•aau a/w1E
<br />(IANAC 3 ALLOY) WnA A 7Wt - FE MOi III ,W
<br />INSTALLATION DETAILS FOR SERIES 2000 DIE 1000 E-Z HANG STORM PANEL In
<br />INTO EXISTING WOOD STRUCTURES
<br />I/4•. LAG SCREWS • 6. O.C. W/
<br />'/2• Yi• THIIUOD PENETRATION
<br />- '� V'i" LAG SCREWS • 5' O.C. W/ .000
<br />- �0 EXISTING WOOD HEADER (3) Mn. 2QUI ED
<br />1/2' Min THREADED PENETRATMXI HEADER &Ie/VIED
<br />'To EXISTING WOOD HEADER. ' : FUT OR OH EDGE -
<br />4 C 0'.., s.us.
<br />• FA d0 OF Q
<br />li 4 c 1. /,4.,• s.kz T
<br />/ • FA END OF Q k
<br />S
<br />A ,I (SEE DETAIL 1/24 k k III H
<br />NOT[ to BELOYN) W
<br />W) a
<br />-K 3
<br />5 � r
<br />E
<br />WOOD OR 1
<br />K SEPNNTIOM ,/
<br />xSEPPARATION 1 ,/4-.-2ony. . ro GA55 7�•PWil3/lx• i
<br />TO GLASS. Y WN/L7n/;Fa3/32' 1 RING NUf e
<br />EVERY mAtAP 'J I CVERY OIERIM
<br />j - i i
<br />�I i
<br />K I r -
<br />D r I I N
<br />r
<br />I J r c
<br />1 � x ,
<br />[ - i �
<br />i
<br />�I- I o
<br />D 2 //4y. •' M6. W/ 1 4•.��W>h TEE FSEMALEw! n
<br />�1 , 4.-2�'NNmUTE ,A 6DDII) I T/6• Yln. 7NPFAMD
<br />N.
<br />PENETRATION* 12 1/2. O.0
<br />1/4Y UG 5CREW'+ • 6. O.0 W/ �Ien (2) Yr4'
<br />2 M:,1. THRUOED POIEIMTON • hA
<br />tEOURED
<br />I AD OTH W PLAT[ AT SERIES 200) a WOODpl ON EDGE
<br />J2), I14-,0 PANEENATE PLUS'r/
<br />/D Do PENETPAnar • } • I'muffA
<br />LORE$• w
<br />Mn (2j r.1'
<br />WOOD RATE EDGE ALTERNATIVE 2"W
<br />ILAT OR ON EDGE
<br />SCALE 1/4'.t-
<br />ALTERNATIVE 1 "W
<br />SCALE 1/4•.1'
<br />11
<br />1. INSTALLATIONS ARE ONLY WWO FOR BURDINGS WITH AS 0. DESIGN LOADS `�� :i_
<br />UP TO +66.0. -75.3 Pit AND PANEL'S LENGTH UP m 5'-10• _ -
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS To BE SGUrMERN �E
<br />PINE ft 2. II/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />s
<br />SR SPECFICA AID RCOAREMDITS fOR 0< DP BW Ai TOP AS `1
<br />eELt As PMEt ,:oIWE'Ci,OH ro 1TccKs lF®E a A �. CAUSED DN „pop NNEMCR -
<br />,OW OAR MOOD SL116 NSTI4LtTIDN TYPE oN 9,EEr SJ R10LHD
<br />AOIF IM trN K Nsr 111115
<br />ITOP k BOTTOM MOLW14M CAN BE COMBRED W ANY
<br />WAY to SUIT ANY INSTALLATION, SCALE: 1/4• - I•
<br />I NOTE SHUTTER TRACKS NOT SHOWN ra CLARITY
<br />SINGLE PANEIQ{b IWailYlkMl1M
<br />AT TOP OR 8017'OI/�
<br />mm TRACKS n OR Chi *
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR 'L-' (ft.) 0
<br />MAXIDESIGN MUM A.S.D.
<br />PRESSURE IA.
<br />(P.m.) (+ I -)
<br />CONCRETE A WOW
<br />WSTALLA1D4/5 1 y
<br />L+
<br />L-
<br />2do
<br />12'-0•
<br />12'-0'
<br />2so
<br />1r-o'
<br />I ' -a•
<br />Ja0
<br />II' --a'
<br />Io'-9'
<br />J5.0
<br />to' -to'
<br />so'-o'
<br />40.0
<br />to'-?"
<br />11-1.
<br />410
<br />9'-6'
<br />8'-91
<br />_
<br />sa0 -
<br />9'-1•
<br />r-4•
<br />_
<br />_
<br />Sao
<br />W-J•
<br />r-r
<br />_
<br />m
<br />a'-o'
<br />r s
<br />r-4• _
<br />r-o
<br />70.0
<br />75.0
<br />1 7--s•
<br />6'-TO'
<br />00.0
<br />1-21
<br />6'-r
<br />83.0
<br />r-G•
<br />6'-31
<br />00.0
<br />6'-9'
<br />6'-2•
<br />s3 D
<br />s'-s•
<br />s'-a'
<br />/00.0
<br />6'-5'
<br />5'-11'
<br />105.0
<br />s'-J•
<br />5. 1'
<br />110.0
<br />-
<br />3'-r
<br />113-0
<br />-
<br />5'-6•
<br />I19.s
<br />I-
<br />1'-3'
<br />OT 4-11 ,XG _
<br />1/
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR 'L-" (ft.) 0
<br />MAXIMUM AS.O.
<br />DESIGN PRESSURE RATING
<br />(Ps.l... I I. R -)
<br />CONCRETE A WOOD
<br />16TALUTDNS 1'
<br />L+
<br />I Lr
<br />2aO
<br />14'-4'
<br />1 13'-0•
<br />no
<br />tr-Io'
<br />it-Y
<br />Jao
<br />to,-r
<br />310
<br />Ii
<br />.110
<br />s'-2-
<br />tl.0
<br />a'-r
<br />_
<br />Sao
<br />N.,
<br />a'-2•
<br />_
<br />Sao
<br />r-s•
<br />Rao
<br />r-s•
<br />Rs.o
<br />_r-2-
<br />7a0
<br />6'-)I'
<br />no
<br />7--2•
<br />6'-8"
<br />e0.0
<br />T-0•
<br />I'-,.
<br />a.0
<br />7-0'
<br />S'-J'
<br />Soto
<br />s'-1•
<br />ii
<br />95.0
<br />C-7•
<br />3'-To
<br />rOD.O
<br />6'-3.
<br />5'-7-
<br />IOS.o
<br />r'-3•
<br />3'-4•
<br />110.0
<br />I-
<br />J'-I•
<br />r-ro•
<br />n9.e
<br />4'-S'
<br />MINSDM SEPARATION TO CLASS SCHEDULE
<br />MAXIMUM
<br />PANEL LENGTH
<br />woo SPEED 4 170 m-P.h
<br />WINO SPEED > 170 ri
<br />('n)
<br />UIRLSTRAIED
<br />I RESTM/ED
<br />UaRSTRA1ME0
<br />I RESTRAINED
<br />30 OR LESS
<br />1'
<br />I ,'
<br />6'
<br />>33 To 90
<br />r
<br />1•
<br />7 1/2'
<br />7 1/2'
<br />>90 To 14s
<br />I'
<br />1,
<br />7 1/2'
<br />7 1/2'
<br />>145 10 i"
<br />1'
<br />,'
<br />-
<br />7 ,/I'
<br />u1NIMLW PANEL LFNGTN (inl FOR ♦ GIVEN MOUNTING CONDITION
<br />-2,L3/4' 1RUe5e•4 M.S. W/ 7 3/32•
<br />KJT
<br />"" RnJ
<br />R1mK. POP W47
<br />VOTH OF EVERY
<br />T/ LAG SCREM • 5• . C. W/
<br />1/r An. THREADED PENC,RATKON
<br />To EXISTING WOOD HEADER
<br />Y
<br />©COIN F,s.r'sAs. II ,T-:• EA ENO OF E) I"
<br />(SEE OITAA 1/2. !
<br />NOTE to B[LD-)
<br />_ - W000 NEARER REQUIRED5
<br />' 2 7/8' W,
<br />SEPARATION
<br />M
<br />,/4i-20•3!•' - TO LASS
<br />SQEW W/ LA,
<br />r7iirNec wi i i
<br />EVERY oVERUR
<br />_ i
<br />11 I 112 5
<br />iIF i>x 'r
<br />3 Z«e
<br />Dp 1
<br />H 11
<br />1=--
<br />ill - ( 1 _
<br />-t/4i- 4- KS. W/ W I 11 1.230
<br />E1 t'/'e 2�W}p/lO4•I M 6
<br />DAIYBVA (Si'E NOR to BELOW)
<br />Cw
<br />I'• LAG SCREWS • 6' O.0 W/ ,/.i
<br />/2- Mn, THREADED PENETRATION Mu•_ (22) �2•t1•-'� ' I.Q
<br />- YW 2•N' WOOD . PLATE REOURED . Y
<br />RATE REQUIRED FIAT MT a ON EDGE
<br />BUJL%E�TINC
<br />ri ALTERNATIVE 4"W
<br />SCALE 1/4--1-
<br />2/4
<br />3. MAX ANCHORS (SEE SCHEDULE ON
<br />I• MIN T- __ - - --- SHEETS 9. /0 ell) - - -
<br />FLORIDA
<br />'4'0 LAG SCREWS O 6' O.C. W/
<br />/2' be, THREADED PENETRATION
<br />EX51M WOW HEADER-
<br />1/ -,- 2 hJ 4' Y.s.
<br />M IE/ 0 12 D.C.wNG
<br />NUf • 12 O.0
<br />4 Ow,,. p.w SAS.
<br />e EA END OF lo
<br />,SU DETAIL 1/2• k
<br />Wr[ TA. BF
<br />-f �
<br />i1
<br />i z
<br />,/4••-2W/ _ u
<br />fM/6sG.TIE/W w%
<br />WY/G''3NUT32
<br />I •
<br />i I§ I
<br />3 l>x I 1
<br />1 k i9 M r
<br />1 ,/4••-M.3/4- .S
<br />t/ .-20.1,•.' V.S. A/ 7/6'a•T/32'
<br />WR1G KUT • ". 0 C
<br />lK SCREWS • 4. O.C. W/
<br />MW T,HREADEC PENETRATION
<br />OWHORI OF RATE
<br />1/4. 3/4, 4/5. 5/5 & 6/5
<br />1 W/6, 2W/6, 3W/7 & 4W/7
<br />3' MAX
<br />-- - - - - -
<br />I MIN.
<br />e e
<br />r--7--T-r--r-r-T-r-I r
<br />--ram
<br />. Or
<br />I I
<br />,,
<br />�
<br />I
<br />f+I
<br />I`
<br />�� ] I I �
<br />i
<br />I I-] lttl- �
<br />- ,;
<br />-
<br />-][ -11 ... L ----
<br />.1
<br />i i
<br />fi-
<br />T 1-(-
<br />t
<br />4 r
<br />j �UBBOLTED PANELS
<br />(SEE SECTIONS AS
<br />.P-
<br />r -_�
<br />- - - / I
<br />BOLTED PANELS W/ 1 N-20.t-
<br />S.S. M.S. BOLT W/ ( O ELL OAEAWI
<br />I
<br />I APPLICABLE)
<br />I i I
<br />1(SEE SECTIONS AS APPLICABLE)
<br />i I' l 1
<br />. I_
<br />11 I l l;i l i l l 1 1
<br />I
<br />1i11
<br />� i
<br />1
<br />; „I.; �i TI
<br />Wg
<br />D.M.. 3O. ®._ - IJ
<br />'1 � I
<br />- - - -
<br />I I I I
<br />- J -- (- ---I-
<br />® Or ® - J YAX
<br />- _
<br />•
<br />0 0
<br />e
<br />'- - _ _- _ 3• /AX
<br />•
<br />1
<br />1 MIN' 2/4
<br />MIN.
<br />1 /4. 3/4, 4/5. 5/5 & 6/5 1
<br />1W/6. 2W/6, 3W/7 & 4W/7
<br />-- -
<br />AHCMORS (SEE SCHEDULE ON SHEETS 9. TO Alt)-- ---- -
<br />REGULAR
<br />STORM
<br />PANEL C1� ELEVATION
<br />2.687•
<br />N.T.S. I 14II (mom.- GAR
<br />-L
<br />(A(ION.
<br />Q4AM-I-NSXE MILM
<br />•
<br />ASS-jjp3•
<br />TRIAL.
<br />8 MD -OUT
<br />T(�
<br />MECT
<br />T-
<br />-
<br />YIF,
<br />ANGLE
<br />Y Twx.
<br />eor�nm
<br />MOUNT
<br />HEADER
<br />HEADER
<br />ANGLE
<br />TRACK
<br />.
<br />C'LOSU&IS
<br />-
<br />I DIRECT MOAT
<br />46'
<br />32'
<br />32•
<br />35"
<br />55'
<br />1 50'
<br />1 50.
<br />4
<br />I IS•X/.5- SEW ANGLE
<br />35"
<br />32•
<br />32•
<br />32•
<br />42'
<br />1 36'
<br />1 38•
<br />3
<br />Y TRACK
<br />SS'
<br />32'
<br />3Y
<br />42•
<br />6r
<br />60
<br />60'
<br />1
<br />W, r T' TRA '�E
<br />so•
<br />32'
<br />J2'
<br />36'
<br />So.
<br />Sit
<br />56•
<br />1
<br />50'
<br />32'
<br />32'
<br />36'
<br />60'
<br />56•
<br />56•
<br />MAX. GAP T�D I SECTION A -A --rO
<br />N.TS.
<br />"arm
<br />(1) L.: MAXIMUM ALLOWABLE PANEL LOOM FOR A GIVEN POSITIVE ASD. DESIGN LOAD.
<br />L-: RAIL ALLOWABLE PANEL LENGTH FOR A OVEN NEGATIVE AS.O. DESIGN LOAD.
<br />(2) PROCEDURE TO DETERMINE MAXIMUM PANEL LENOIM
<br />OMEN A POSI11VE A.S.D. DESIGN LOAD. DETERMINE MAXIMUM PANEL LENGTH t.• FROM SCHEME -
<br />ON" A NEGATIVE ASD. DEIGN LOAD. DETERMINE YA10WM PANEL LOOM i-• FROM SCHEDULE
<br />FINAL /AAXNARA ALJANWBIE PANEL UNGM Is EOUK To THE YBasm ormemmiD PANu LENGTH
<br />BETWEEN Y.' AND 'L
<br />(3) SEE SCHEDULE BELOW FOR MIN. PANEL LOOM FOR POROSITY QUALIFICATION.
<br />INSTALLATIONS INTO WOW ARE LOVED TO t 95 p..l. MAX ASD. DESIGN PLESRIRE RATING
<br />` T7 9. 10 k 11 FOR MAX. ASD. DESIGN LOOS A, YAK. PANEL LENGTHS FOR
<br />SPACER Q 5 USED.
<br />If - V"Cry,S '. v $ FLORIDA BUILDING CODE Non High VelocityHu cons Zone)
<br />Ili: .
<br />.W.'
<br />O,,Fs..
<br />e
<br />o• 4416T i
<br />TATE OF K am--` --�U�
<br />ORID+A •�4E�' ,j�i�0lul
<br />• iii .., V\
<br />i � .
<br />. "LlEc W.
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />pw,FA
<br />GLOUL. PROTECTION PRODUCTS" U.C.
<br />mVA.
<br />FL 3MII
<br />FNaE: tIa)rn-7su FAA. Iii-1.em
<br />6i aM
<br />.r Lr R. a ,WNW M4IW�A N� .
<br />H-" . 0-0 Ala.. F. , Kao -
<br />.M.w-L
<br />1.1i[A A T►1I P..I PE
<br />N
<br />20-175
<br />DI WNW w
<br />-'
<br />1 TUIa/Ml[
<br />au ,s--
<br />s m 3 or 1s
<br />GENERAL NOTES
<br />n FWAB ■AW .T •MISTY k E- MYIa xfOil S'6/E1�
<br />(C) TO AISnur. fMN SPECIFIC.FUVITY - 0 We u 1.,
<br />I. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P ED.) HAS BEEN VERIFIED FOR COMPLYNCE M ACCORDWCE - ,/4•P TAPCONNC ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEK. INC
<br />WITH THE 2O20 (7th EOITGN) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH - /14-10 PANELYATE FEMALE 10 AND PANELMATE PLUS ANCHORS. AS MANUFACTURER BY ELCO CONSTRUCTION PRODUCTS.
<br />VELOCITY HURRICANE ZONES (MWDU e-DE / BROW'ARD COUNTIES). - 1/40 LAG SCREWS PER N.D.S.
<br />CODE OR BASK
<br />DESIGN LOADS SNAIL BE DETERMINED PER 1 OF Y . F A WINO EEE WINO l AS SECTION 609 THE ABOVE MENTIONED - 7 16'I . 8" Y1000 BUSHING. AS DISTRIBUTED
<br />5 0 TED BY ALL POINT SCREW. BOLT k SPECIALTY C
<br />/ / DIAL 0
<br />.
<br />FOR
<br />SPEED AS REQUIRED BY THE JURSDCTKM WryERE STORK PANEL WILL BE INSTALLED. AND FOR A DRECtIONAUTY FACTOR
<br />KD-0.65, USING ASCE 7-16 AND SKALL NO EXCEED THE MAXIMUM (A S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS CA) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS WALL BE 1 1/2- AND 2• FOR ELCO PANELMAIE PLUS
<br />3. 9 THRU 12 A 17. 18. AND PANELMA E FEMALE D.
<br />N ORDER TO VERINT THE ABOVE CONDITION, ULTIMATE DESIGN WINO LOAD" DETERMINED PER ASCE 7-16 SHALL BE FIRST
<br />REDUCED TO AS.O. DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 0.6 N CROER TO COMPARE THESE W/ MAX. (A.S.O.) C.2) MINIMUM THREADED PENETRATION OF LAG SCREW, INTO THE WOOD FRAME UNIT SMALL BE 1 1/2-. NO THREADED
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3. 9 THRU 12 & 17. 18. PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION.
<br />N ORDER TO VOtIFY THAT ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE N ALLOWABLE
<br />STR� FOR WIND LARDS WAS M9i USED M THEIR ANALYSIS- FASTENERS SPICING TO 'MOOD HAS BEEN DETERMINED IN C.J) \MA4 EDGE DISTANCE OF LAC SCREWS. WO WOOD SHWy BE AS NNDG TED N TNIs DPAW,NG
<br />ACCORDANCE WITH N.D.S. 2015.
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF CA) MINIMUM PENETRATION OF WOOD BUSHING SMALL BE 5/8'. 1/4• 0-20 SCREWS USED SMALL BE 1 1/2• LONG MINIMUM
<br />THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAS OF SOUTH FLORIDA REPORTS /0614.01-01 AND 00212,02-09. AS SHOULD STUCCO EXIST, AND I' MIMWM FOR WALLS WITH NO STUCCO.
<br />PER SSTD 12-99 & ASTM E 330-02 STANDARDS, AND AMEMGAN TESTING LAB SOUTH FLORIDA REPORT 1T 1123.01-I0 AS PER
<br />TAS-201 AND TAS-203 PROTOCOLS, µ0 AS PER CALCUUTDNS PERFORMED IN ACCORDNCE W/ SECTION i6p4 OF THE C.5) IN CASE MET PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR .000 BOAA05 FOUND ON THE E%ISTNG
<br />FLORIDA BIILDMG CODE WALL• ANCHORS SAKI !E LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.
<br />ANCHORAGE SMALL SE AS MENTIONED INC.1j, C.z) 4 C.4)
<br />2 ALL ALUMINUM EXTRUSKWS TO BE 6063-T6 ALLOY AND TEMPER- (UNLESS OTHERWISE NOTED) SEE SHEET 2 (0) ANCHORS STALL BE INSTALLED FOLLOWING ALL O THE RECOMMENDATIONS AND SPECIFICATIONS OF TIME ANCHOR'S MANUFACTURER.
<br />3. ALL ALUMINUM MEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY 8. PANELS MAY ALSO BE INSTATED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS a
<br />4. ALL SIM SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL ASTM A-553 GRADE 80 MINIMUM. G-60 GALVANIZED TRH 5) EXCEPT THAT HEADERS®&® SMALL NOT BE USED,
<br />STEEL DESIGNATION W/FY- 921 FWH (AFTER ROLLED). 9, R SHALL BE THE RESPONSBIIRY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE
<br />ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY SE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME
<br />5. ALL S. w/5 TO STEEL A CORROSION RESISTANT COLTER CARBON STEEL AS PER DIN BULDNG&
<br />3TE AIS SERIES
<br />D IL TH
<br />SOOtB W/ 50 Wi YIELD STitENGTII µ0 90 ,w TENSILE STRENGTH AND SHALL COMPLY w/ FLORIN BUILDING COOS SEC7,ON
<br />i YIELD STRENGTH
<br />241, 33A TO. EACH REGULAR STORM PANEL WITH LENGTHS OVER 90•, AS PER SECTIONS 1, 2, 4, 5, 5 AND ALTERNATIVES 1W, 3W & 4W ON
<br />SHEETS A. 5. 6 k 7 RESPECTIVELY: SHALL HAVE A LEGIBLE AND READILY VISIBLE WINDING INSTRUCTING OWNER OR TENANT TO
<br />6 BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR AST 304 SERIES STAINLESS STEEL. WITH 36 ksi MINIMUM YIELD STRENGTH. SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PMODS OF HURIW-" WARRING.
<br />7. ANCHORS TO WALL SMALL BE AS FOLLOWS: 11. THE INSTALLATION CONTRACTOR IS TO SEAL/GAALX ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH
<br />THE BUILDi TO PREVENT WND/RAIN INTRUSION,
<br />(A) CONCRETE
<br />TQ_ IXISTING POIRm:
<br />- 1/4.0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BULDEX, INC. (Min. Fc=3192 ii.s .) i2. STORM PANEL INSTALLATION SMALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONIG REGULATIONS
<br />PR TH T T T - 1 7 -I iRED BY E J111N5OC ION WHERE PERMIT S APPLIED O.
<br />/4 .. /a GAtx n ANCHORS. As MANUFACTURE BY OEVNK INCHNC
<br />- 1/4•I . SOLID -SET.-; ANCHORS, A5 DISTRIBUTED BT ALL POINT SCREW, BOLT k SPfl3Altt CO.
<br />( 300 13. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION
<br />14 0 PA14E0 ATE FOR A SITE SPECIFIC PROJECT, i.e. WHERE tHE SITE CONDITIONS DEVIATE FROM THE P.E.D.
<br />- 14-, P T A D PLUS R CO CONSTRUCTION PRODUCTS.
<br />0 ANEIMA E FEMALE D ANELMATE LU ANCHORS. AS MANUFACTURED BY EL
<br />- 1/4-0 ZAMAC WAIN ANCHORS. AS MANUFACTURED BY DEWIALT, INC. (b) CONTRACTOR TO BE RESPONSBLF FOR THE SELECTION. PURCHASE AND WSTALLATON ACL'JDING CAFE SAFETY OF THIS PRODUCT
<br />A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4•. 2- FOR ELCO PµELMATE AND BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDTIONS DETAILED ON THIS DOCUMENT.
<br />CONSTRUCTION SAFETY AT SITE S. THE CONTRACTOR'S RESPONSIBILITY.
<br />1 3/4- FOR ZAMAC NNUN ANCHORS.
<br />W THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID rF MODWEO.
<br />A2) CALK -IN A, SOLID -SET ANCHORS SHALL BE EMBEDDED 7/8- INTO THE POURED CONCRETE. NO EMBEDMENT INTO
<br />STUCCO SHALL BE PERMITTED. 1/4- 0-20 SCREWS USED SMALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST, (0) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE
<br />AND 1• MINIMUM FOR WALLS WITH N0 STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD (Er .O.R.) FOR E PROJECT AND WHO WILL BE RESPONSIBLE FOR THE
<br />MIT WITH WING NUTS PROPER USE OF THE RE.0 ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE
<br />P.E.D. ENGINEER, SMALL SUBMIT TO 110S UTTER THE SITE SPECIFIC DRAWINGS FOR RENEW.
<br />A3) IN CASE THAT PRECAST STOVE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE SEHND SUCH PANELS. (I) THIS PIED. SHALL BEAR THE DATE AND ORDINAL SEAL AND SIGNATURE OF THE PROFESSIONAL
<br />ANCHORAGE SHALL BE AS MENTIONED IN A7) AND IN A2). ENGINEER OF RECORD THAT PREPARED IT.
<br />(a) TO EG 1 COCRETE BLOCK w6LL A5TM C-9D 14, SHUTTER MANUFACTURER'S LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />- 1/4• P TAFCON MNCHOIIS AS MANUFACTURED BY I. T. W. BUILDER, INC. PANEL SHUTTER N ACCORDANCE WITH SECTION 1709.9.2 Or RORIOA BUILDING CODE, ONE LABEL
<br />- 1/4' • . 7/3- CALK-N ANCHORS. AS MANUFACTURED BY DEWALT. INC. SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.3 OF THE
<br />FLOIOA BUILDING CODE.
<br />- 1/4•0 X 3/4' SOLID -SET ANCHORS, AS DWRSJTM BY ALL POINT SCREW, BOLT & SPECIALTY CO.
<br />- 114-10 PMIELMATE FEMALE D AND PµEUATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION P'M',.yp7`I-M' IIMMI
<br />LA
<br />- 1/4• / zAAIAt NOUN ANCHORS. AS MANUFACTURED BY pEWAIT, RNC A� ' G� T(
<br />0.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PANELMATES AND ZAAAAC NAUN ANCHOR, INTO THE ` CEN � .. :
<br />s
<br />BLOCK UNIT SMALL BE 1 1/4•. FLORIDA BUILDING CODE Non High VelocityNuMcons Zonk
<br />L1nv
<br />8,2) CALK -IN & SOLD -SET ANCHORS SHALL BE EMBEDDED 7/8- INTO THE CONCRETE BLOCK UNIT. NO E 7,'N644 7 ic e.1al nWw. eHc 24 GAGE GALVANIZED STEEL STORY PANEL "I. ,.
<br />STUCCO SHALL BE PERMITTED. 1/4• •-20 SCREWS USED SHALL BE 1 I/2• LONG MINIMUM SHOULD EXIST.
<br />AND I• MWNUM FOR WALLS WITH NO STUCCO. STATE y1 IL E C O
<br />STATEAL PROTECTION PROWICTS, LLC. 07/21p„�
<br />. Mlle
<br />8.3) N CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUR 9 F(ORI TIyRNW A [ �1c6 AM .Mina X. 61 AT-
<br />'�''•...... 'G ✓ .. 4•W ti An, ar rW Ne"Pea R mY RIME it 3311♦
<br />EXISTING WALL ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH P AS \� {, ,•-. THAT -� - fin. PN m-I•n Np,E. 2p-175
<br />!�(M• FAH• (Sea)-IN-r»T
<br />�7s•A
<br />ANCHORAGE $HALL BE AS YEINTONED w B.t µ0 ,N 8.2 /
<br />) '4'AAS ORAL es;' FA-oaa6T11 ONWWO NO
<br />•11nllMlll L1AA E SVL/DSHKtUR/WlE fY,TER A n1R I,. PE
<br />1 sHQT K ,F ITT
<br />CONCRETE ANCHORS
<br />- (SEE SCHEDULE ON
<br />SHEETS 0 THROUGH 10)
<br />ED
<br />EXISCI.G [• EnULE (SEE Sf>
<br />CLASS-". ON SHEET 3)
<br />1
<br />1
<br />CONCRETE ANCHORS i--- -
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROUGH Ili
<br />/
<br />ED
<br />E.D t ,
<br />INSTALLATION DETAILS FOR REGULAR PANEL C1�
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />N' POURED CONCRETE
<br />rnNCRETi OLD"DR CONCRP .0"D'""E
<br />i REQUIRED. I REQUIRED.
<br />CONCRETE ANCHORS 11
<br />(SEE SC$K UE ON -,i EXISTING POURED
<br />(i)
<br />-H 7) SHEETS 9 THROUGH 10) . (. ) CONCRETE OR
<br />\'' I CONCRETE BLOCK
<br />1/2. 11/4• r ,., I"• ,1/4. REQUIRED
<br />... _. ---... -. _ I >I W _. --._I CONCRETE LILEORS N
<br />/� • I (SEE SC9 THROUGH
<br />ON-_- //
<br />I ED , I I SHEETS 9 THROUGH f0) ,
<br />F L'J
<br />• •su- -
<br />W SEPARATION
<br />OOI'T-Nt)
<br />-t TO CUSS.
<br />i' MIX
<br />r(SEE SCHEDULE
<br />I PANEL LENGTH
<br />E ON SHEET 3)
<br />(E 9
<br />1
<br />IT f
<br />i [ O 5ox
<br />I OF .L.
<br />I
<br />I MAX.
<br />I .-tar
<br />%I - - H.A.
<br />I R�
<br />( 111
<br />f
<br />t/2' __ t 1
<br />l
<br />i I!�
<br />,//e.T Hn WIABDt HWAa
<br />- 1/ rLWODK TO sO "' a
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<br />1
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<br />nn�
<br />' V --EO--EO- t 1/••-21r LI. Y.S. W/ WI
<br />- I• Mx, - • ,l 1/2' aC
<br />ALTERMTE
<br />:,,
<br />LEG LOCATION
<br />ALTERNATE CONCRETE _ __OUSTING
<br />ANCHORS
<br />POIAim CONCRETE
<br />OR CONCRETE BLOCK REWIRED.
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROUGH to)
<br />f UTFo • N •1111ii1Yi
<br />EMI • . I
<br />E.D. - EDGE DISTANCE NOTE FOR COM�NMTION OF SECTIONS:
<br />(SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE
<br />SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />E.D
<br />EXISnNG POURED
<br />CONCRETE OR -
<br />CONCRETE BLOCK t.
<br />REWIRED.
<br />CONCRETE ANCHORS
<br />STAGGERED W/ STUD'
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROUGH to)
<br />- ,/.i lh,
<br />,/4 02
<br />', Rats
<br />I i
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<br />1
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<br />I
<br />i- Me..
<br />The, SEPARATION
<br />I l• M...
<br />t
<br />LENGTH
<br />(� SCHEDULE
<br />I (a E SCHEDULE
<br />ENGTH
<br />1 (5� NEL LSE
<br />I
<br />ON SEEN 3)
<br />l 7(
<br />__ _ .L. - ON SHEET 3)
<br />I
<br />I
<br />T
<br />I - IT
<br />E7a5nNG 1
<br />I
<br />I ,01
<br />CLASS
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<br />1
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<br />I MAX.
<br />%/ i//!.
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<br />®
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<br />J I
<br />-.. _ -I
<br />}
<br />(SEE SCHEDULE ONSi�
<br />---. J
<br />=
<br />SHEETS 9 THROUGH 10) ,
<br />SHEETSW/ ® ONLY WHEN SOLD % i
<br />SEE aCALK-NNC
<br />- O
<br />ANCHORS
<br />ARE USED A W/ WHEN -..
<br />EXISTING POURED CO
<br />C
<br />-'EX CONCRETE
<br />OR CONCRETE O
<br />PANELMATEs
<br />ARE USED.
<br />REQUIRED.
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<br />INSTALLATION DETAILS FOR REGULAR PANEL UC INTO WOOD STRUCTURES INSTALLATION DETAILS FOR REGULAR PANEL CI) INTO WOOD
<br />ON DETAILS FOR REGULAR PANEL (1
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />. - I SEPARATION 1 1)
<br />ALTERBATE CONCRETE - WOOD ANCHORS 1 _ - 1
<br />ANCHORS LOGTON (SEE SCHEDULE ON I': � ,/.�H-m.,• 1C� tsE� i SCHEDULE,y'F/y Wpp� ALTERNATE LEG
<br />CONCRETE ANCHORS TSEE SCHEDULE ON EXISn/O FbUREp OOnOWEIE _ - - SHEET 11) ss�.Cn IAVO e0.n ' ON SHEET s) ---- G 4•"R•SCAM (1%1) I sTRl1CTUFAL- T - ZM7ITION
<br />,,l . I
<br />-- EXISTING POURED CONCRECE _ SHEETS 9 THIVOUGI 10) j_� �I 9ATV • V4• cc �- --- ` IOwGNom -6') OF [X(sT)NO WOOD `
<br />[SEE sGEDULE ON - OR CONCRETE BLOCK Y --- - t =- A
<br />SHEETS 9 TFROIXiM f0)� OR CONCRETE & � REPOR M. i _ - _ __ _ __ 1 I
<br />REQUIRED. �yyy��/ 1FJ6ATE LEG CONCRETE ANCHORS % ! , --I IXTSTRB'y )<.. -. _ - - } PANEL LENGTH REGISTERED ENGINEERDOR-�- E h../ I Cn },
<br />EK*1 POURED 1 -'--EO. y LOCATION �, WOOD HEADER_ •✓ O -.0 CD
<br />[SEE SCHEDULE ON REOWREDJ _- 2 W000 ANCHORS _- t. -. iI I CLASS 1 I SEE SCHEDULE ARCHITECT PRIOR TO SHUTTER
<br />-- _
<br />j i/ - /i / // _.,• Ma - - ' ssm 11) 01 _ ---- - I SPACER / N f - -- t1iiAL6'O'OH TEN' "so,P aH
<br />CONCRETE REZ10 j SHEETS 9 TIROLUGH 1 / . . U 1/4 (SEE SCHEDULE ON ,�..' I f _-_. - .-gip__ __ _ T ._ ONN SHEET I�FpR INSTALLATION. WOOD ANCHORS ALTERNATE WOOD ANCHORS -- t' MA.
<br />j/ /�, ;1 , I I r(r NIAND / _ oi�i- -- t lsc lNEnuLE ON (S (SEE
<br />11sCHEDLU ON _ EQ-Eo-
<br />,� / WALDaOra e a (/2• -M_4• _. - __ _ 1/2 - WOOD HFAO G -- SPACER
<br />IT .
<br />.. (D (D
<br />1 CONCRETE ANCHORS_ __ _ / •-- - Hn ,.- I i u nr u M"s. r � / r l , N - i r ER. ' IEa LENGTH 1 %1 A EX . '/4• +%P-SDI• u. na r/ Mo
<br />(SEE SCHEDULE ON // t I oil MAX,1/z k u ,p o.c
<br />' / / K 'MAX.
<br />1d __ ,� I ,. 1 REQUIRED II. I __ _ _____ 1 1WAX_ Wppp HEADER- 1/2•
<br />1 1 SHEETS 9 THROUGH 10 I / 1 1 EO _ _-__ I 1 - - 1 REQUIRED WIT. .1 1 / Yr2ar _--
<br />- -
<br />.
<br />1 1 i IIN,a ban „ A14, 1lrK ,` I� I;, 1
<br />1 t I i� ) 1 I EXISTING 8 1 11 T - HHMo Wan
<br />I 8 1 Fes. . 7 e I ,.- cc " / / , 11 i PANE LENGTH - IL � I - I _. _- _SPACE_ _.._I GLASS A 1 WOOD ANCHORS / I r • r ,p• oa
<br />1 1 I / // ,, /j I I Y MINX. LONG ALWMUM SPACERS a t2 ,/z' 1 I / -I-' 2• I
<br />EIaSfINf�A (SEE
<br />SCHEDULE I I 1 I (SEE sCNEWLE DN }�.
<br />1A5� 1 -O E D 1 1 1 I 1 O.C. (SEE TABLE /, ON SHEET I1.) Yin. 1 /��[
<br />G 1 I 1 %/ ON SHEET 3 O L I t 1 SHEET 11) I \O
<br />. ! ® I MN. I FOR® 1 MIM- 1 I SEE ROTE »BELOW FOR WRATONS FOR MID
<br />1 1 u Sa�N�n�-"�W�(A.Y'YA j i / I 1 TO GLASS. I O ! SCNE.M TO GLASS 1 PANEL LENGTH 1 I PANEL LENGTH i r / ISEPARAMRI i O -- I .-O >
<br />1 1 v41-EO.,• %, ,, ' 1 1 SEDAtARON 1 1` 1 SEPARATION 1 1 I 1• MAX. I 1 1 z• LONG sL(EVES. E 1 1
<br />1 i' GS nA 1Wd ON Tp GLASS. 1 ,!.'.-2er,• 1.. -.E R I
<br />1. 1 A a / I (SEE SCHEDULE 1 Ipb-Tar 9 a (& 1 (SEE sGIEDULF 1 (SEE SCHEDULE 1 _� I (SEE sQffIX1tF H 1 sCN�ED-IRE I ,I.TH-m,• � '
<br />1 1 =- oW1I 7 - --- 1 G.an . I ON SHEET !) ; LL Dan R SPACER ; ON SHEET s) ! I AI u ON SHEET 3) L 1 Y(n. •A I ON SHEET 3) I ,I, PLUS (SMAEETESCHEOA.E EMALE ON RSII�T IMPANEL AM• 1 ON SHEEP 3) 1 L V. oH. a,W, 7�'1 O 1 I I SEC SCHEDULE Y (SEE SCHEDULE I 1 Y.., 1 ,A I .Rw ,MQ 1 SEPARATION I - 1___._ -_ .. 1'LAX' I - _1 _AwPANELHEDULn.SEE
<br />1 1 SHEET 3)1 6eC Fa FIIQ 1 1 I L�•�,.( 1 O>� - __ - TO GLASS. 1 2'.4' WOOD - ) i1 PANEL f• (SEC SGIHEOUE ON SHEET 3) I i-MAXPA4EL IF.N0T1H l _ pR Ha w•FL L• IIpK. �' Hs - ii sari r I j7 Ha WVQ iil,Glt W' (SEE SCHEDULE 1 IFIIOIN aIR YfU PANEL IENCIH 1 I 1 Kn. ION TO OASTS. I.1ONSHEET3)-,,,! --
<br />1SEPARATNXN I ♦JISTI -1!I...._. ON SNEEr 3) R I... 1 IXISpNG 1 1 In,NN atl, T'-h EXISTING_; I PLATE REOUIREO 1I i (SEE SGEWLE EXISTI 1 r',�'00�[��E3)
<br />1 TO GLA55. I i m 1 ... i_ _ _ I G1A55 _ 1 I - I ( ESGImue 1 I "-G•-1 iOL7 - _.-_]��
<br />I H -- - GLASS (�
<br />I Sox 1 1 I 1 1 v DIRECT MOUNT W SPACER (---,A- - - .-v_ oN sHEEr 3) GLAss 1 - - --- _- - - w
<br />�t(sEE scNEDILE I O t _- 'V--._ ._- -� � T- 1 I - 1 / r - _-
<br />1 oN STET 3) I oc I / I a i l FACER i � T i sox 1 L i o 12 I/2' o.c. ALTERNATIVE 2W' I /1 • - y. - Q
<br />OL
<br />I 1'- -_ _ _ L----.. * 1 �I J --
<br />i AUK. /! [; / /111 Mi :> I - 1 f I _ (-j i SHALE 3/6.r R- __ __ - i - of 1
<br />1 4 1 ® / I 5Dx J SEE TABLE 1 ON SrHEET 11 FOR WU( PANEL LENGTHS Q 1 1 L I `/ MAX.
<br />sft
<br />_.
<br />1 I O 12 t C.C. GU 1," I -- 1 I ED j, LENGTH I O 1• It I OF IL EO - I MAX. ASA DESIGN
<br />LOADS FOR 1M5 INSTALUM)N. j '^`F i - - - MAX, I U
<br />1 I �• ( I.'' '� /'� I MAX_ n! �i I- MAX, - 1 1 4 I 11 1/2' O.C. ( I '-- 1'- - -- 1
<br />1 1 ' , •••-sat• I u N r 1 1 EI 1%2'
<br />CD
<br />_____
<br />1 I 1 j{� t _ 12 / O.C. ( _ _ _- _ _. -
<br />1 _'vL tbNCRETE ANCHORS C I 3 1• i _ R
<br />O 2'
<br />- �. . -1 - _ �'iiAP San
<br />CONCRETE ANCHORS.. ® /� - ALLOWED -
<br />LTKKTIMC POURED `\� . \ c �` �`� (SEE SCHEDUE ON -/; - (SEE SCHEDULE aN - -- - - 1-. _ t f0 I _- ! _- ,1 ( ! O.G.
<br />_ __
<br />IT I
<br />CONCRETEt'•`H' \\�\' / / SHEETS 9 THROUGH 10.'/ 2 , 8' LONG MAX.ALIIMINW- I - i' rD00
<br />NO FINTSIHI - EO
<br />1
<br />EoGE of WALL OR suR SHEETS 9 THROUGH to) / ) �g / STAGGERED W/ sruo
<br />REQUIRED - ALT. CONDRION) i / ! SPACERS e 6 1 4' O.C. VALID FOR k L y ($EE SCHEDULE ON *IrAGU M NAVY K , 'Ir LOW F. I � 1T - -11 I
<br />• O
<br />ANCHORS I
<br />\:'� / 51ING POURED CONCRETE All DESIGN LOINS AND PANEL -
<br />N W eat 4•
<br />3/1' EXISTING POURED CONIC LENGTHS PER SHEET 3. - SHEET 11) O) mauu mN a UMr= 10 A ONE STon 91EOIIt6 Mi IV-*' .. __ _ _ -- - Z•X6' W000 2'X4' rH00D PUTS WOW ANCHORS i�
<br />�' l 1 MV MIAN HOOF TIDONf (M6 a A 16nO=M FROM ANY -- - -. DECK SOARED
<br />CONCRETE µCONS \ �11 REpUIC ED. BLOCK OR CONCRETE BLOCK 2'.4• *ODD _ _. . � � 1Ktl0II: I �� -._ _ CK REOLIREO - (SEE SCHEDULE ON
<br />( SCHEDULE ON - _._Ep -- -: // REOtaED. -"� 721t%2' OC (E TABLE SPACERS ALUMINUM a PUTS REQUIRED ', _ CIO 0-
<br />YI000 ANCHORS ,• MN IrAWAT1DN m Dues rOIGAtm 2'x4' WOOD I. (SEE SCHEDULE ON - -- ]/4 SHEET 11)
<br />SHEETS 9 THROUGH f0) STETS 9 • 10.) STAGGERED W/ STW oN SHEET 3 Lq WE IRmuCm m ,/•• a I - (2) ANrAORe OORb aR.dL00M.'OHOn M OMMLL IAn'rowa I a SHEET 11 Y --- -- - --- _ I
<br />(SEE SCHEDULE ON IRO AS THE FMLO R m110111016 N6 _ _ _ . ._ :'LATE REWIRED PANEL w1[ _ RDD DUAL BE !ICED MA sem A 6 1/4• aC
<br />SHEET II) cewik=. i (Im SHEETaDA &INDUCTION FROM 12 1/r at M01C MLOOM GN i -- MI. -.11
<br />Em .
<br />QYWL� t» MAIL 24 WUE RWFL 1D16M a Wlm W M' A Nn OPENING 1
<br />SCALE 3/6-/' SEC 3/N 1 3/6-1• (2) IMIWAM StOO, PANEL LDIGiH 6 (Ma 6 A IIO7.LT,ON FROM LARGER PANEL LEMM ALA® GN I B-
<br />°OtDkjm P 11).CEILING AND FLOOR MOUNTING
<br />BUILD -OUT MOUNTING
<br />WALL MOUNTING 1 (3) Stow PANEL Rana N .3 oMY I SCALE J/8.1 I (A1 , ,/s' O16 SPAGtw tOLiONENT hA OWL t AS IpG/ED GN I ALTERNATIVE 3W
<br />ALTERNATIVE 1 W Alto AN DST" .DOD FRAME WALL D QT s Ia1AlLN 0Y Or 11/r LOW $ft%= M ns Dar uMln ALTERNATIVEs/�4W M
<br />NANO FOR .LAD sas ,.: NI 3 AS SVERL1eT p ASIM SCALE 3/e-1 • L. B ■ B
<br />EMI,„ SCALE 3/8-1• N) NotgAATION *LID OILY ION wm , EWAOMO 060i. MOM 2020 (7W COON) OF THE FIOOM
<br />THIN 2 2 k 3 IV Ar1Y E IINNN
<br />�tEa n, riIM
<br />.EA A .Tit..W 1.ER A rq!/l - _ :: ' �yCENA : .
<br />NOTE FOR GOLLWrau_AT)ON OF SECTIONS: N0. 44167 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone
<br />y� ...............
<br />' CEN ''•✓9 mom, s.. ' \)GEMS ✓� FLORIDA BUILDING CODE Non INUgh Yaloci NuMcona Zone) � *; V' '•. iLORIDA BUIIDiNG CODE Non NI h WloeN HMrHwm Zon• • • ••
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D.NMIIO n1E06. eG FJ. 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. z 01MD0 nI[eo. Ale. F.P. . * o702a nt[m. KNe F.P.
<br />0.44167 t = 21 GAGE GALVANIZED STEEL STORY PANEL � N. NOTE FOR COMBINATION OF SECTIONS: DESIGN PRESSURE RATING (p.s.() AND PANEL LENGTHS �' 44157 ? 24 GAGE GALVAYTZED STEEL STORM PANEL p- N TOP &BOTTOM IAOUiNHNGS CAN BE DESIGN PRESSURE RATING (p.a.r) AND PANEL LENGTHS - q STATE OF 24 GAGE GALVANIZED STEEL STORM PANEL a a
<br />i * * : * = * : * : * e COMBINED IN ANY WAY TO SUIT ANY AS DER SCHEDULES ON SHEET 3 9 ' ; Q
<br />NOTE FOR COMBINATION OF SECTIONS: = �__ - gM/1rM TOP & BOTTOM MOUMINGS CAN BE AS PER SCHEDULES ON SHEET J (EXCEPT FOR i _ _ W/r7/2M INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD %,D•H;• "O N4i c z
<br />E.D. _ EDGE DISTANCE o'•. STATE OE - GLOBAL PROTECTKki PRODUCTS LLC. ) - 1L ECOINc. AL PROTECTION PRODUCT• LLD. MrE __ __--
<br />L E C O 111N . UAL COMBINED N. ANY WAY t0 $CAR ANY ALTERNATE 2W STATE DF -� GLOBAL PROTECTION PRODUCT LLD,Om
<br />(SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE �s90/r' 'T[OR[OP '/ : -.. '' n • Mro S.r. I, STIm INSTALLATION. 1 O A% ------ T E No 2, /SPEC 41 /O - I L E C O INe. A
<br />ra N• t r a r•W Hlra n A7w• FL 3.t7I4 '' �' •• `�RIO • aG raOM INo OONPANr MOO 6.W. U1 SnaLT•� DENSITY OF OR OUAt.. pM FAHNAL'Z k ANY smw
<br />SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY •. ••-......•• - 4.0 20-175 2. FOR NEW W000 FRAME CONSTRUCTION: WOOD '� to 4.v ..r. FL. a r a YrY uW"Ia n M1W OAWE a 3TJM HMI.. '
<br />INSTALLATION. '4yW (Q �N Wr : Do 417 iWD . r- 1 W P1-1. Awe (w)rw7Na rAc (a.19E-E717 �O r e W (FTC .�� - -1
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC S( Q,1�3� I� ao m- m . ram, j -.-.. PIN: M4>,s-7kM. FAX
<br />M4 20-T 75 AnwuAAN I ... Nw a r a- m ,a , � Z
<br />A ARRH�TE FA-000n,E or„-w DENSITY OF 0.55 OR EQUAL. AneMBll�rMi io-low✓o u-DSOs"/ �.1 'e.... mwe N. OA-OWV,t �r w sRlallo NN:
<br />,NALTEI w 6 aFLORIDA i ., PE ,WLtLn A ie1X1 x., PE. NM ,7-1a M- PE 7LTIL/DDK1111E/MII t'u,mr•W ti , 20 17S
<br />.K -.- 6 ., 1R NI 7 M fll1E1 6 ale 4" t A ,XLB A. PE m ,F"W ssn 7 Lr iE J
<br />Ll
<br />SHEET NO.
<br />SH 1.3,
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