END CLOSURES DETAIU FOR INSIALLAT19N IN _POURED CONCRETEe
<br />CONCRETE BLOCS QR,W0012 STRUCTURES: YAL112 FOR REGULAR, LIFE
<br />SAFETY & E-Z HANG STORM PANEL SYSTEMS
<br />OR
<br />II� O'F� ER % T % AN/4 3. 3105 H-14 OR
<br />8 ALLOY GONE. AWL.'\
<br />O®
<br />m AN.L. 1 3J4• ` f `
<br />ij2. TAPCON i1 D.C%
<br />POURED CONCRETE. CDHCRE `E %�✓ in. ]-M1'
<br />BLOCK OR V%e WOOD FRAME -i POURED ' 1 1J4'I %/2' i
<br />REPLARED CONCRETE BLOCK ANCHOR ' -.�
<br />4%2!r.r--2
<br />! j/}) n
<br />2'%4' WTOp FRAME I `^� DR®
<br />'PAAET.
<br />llAi PHNEE
<br />1 %1/4' CAP
<br />/ TxPtCAa ANC'.
<br />3 O 12' a.CVARIES %.TERHATE LED IDCATIGN
<br />r CONt ''
<br />,..._-� f ( 5" Mow !
<br />9Qr L cif NAM%. AN@EOR
<br />f j �' '- ' qx
<br />i _.___. --- 1 .�O' SLOB-H154 SNEEt CPRCREE, CONCMFH;
<br />S _._. .1 TRACK ._.._._
<br />5• r' i I - METAL ALWl. BF7l1' PLAT€
<br />3105-N14 DR _ _+ 1' _�/:��y ' (Typ:y f'q''� 6 4 e4 WtlOD FRAME
<br />2 1/2'
<br />8063..7E ALLOY VJ ...�..-. V
<br />Min.
<br />COAT. AIAM. ANGLE
<br />w.r No, �A Mm�GNP
<br />®
<br />Ile • Bo IT i4' % 4' : A7Y
<br />O 1Y D C. 3105-H14 OR 606 11; ALLOY
<br />w/d4CKHUT C-L Am ANG E
<br />CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) S(E D (PLAN)
<br />SCALE 1/4--1- SCALE 1/e-1- VALE 1/4"-1' SCALE 1/4"-1"
<br />SQUID -SIN' OR rkA-
<br />O, ELCO PAMSMATE
<br />'Q q OR � C EKt5T BO TReA AT !)GILT£ O !d4i
<br />.jT,�l ^TOP, BOTTOM ON t PANELAWTE PLOSu
<br />(MIN. PANEL CONCRETEI� VARES N (� OR 2-ke WOOD SIDES OF OPENING , GOIEDULE aH B.
<br />OVERLAP BEYONO \ 2.44' wow FRANF ,� ' -I FRAME AF9UIEU ( i AS MRMJBLE f !8 ! ti)
<br />OPENING WIDTH) ORCO N�TE11ECO FCRETE REOTIREO
<br />OR% '
<br />VARIES 1 i BENT W1 ANCHORED FRONT r
<br />5" MPL. ELL ii DES PARALLELTO
<br />` WALL TNEVER CUT END PAHEL)
<br />ItG GO. DISTANCE
<br />! f •1
<br />---- ja. s --- - _� �eH,4Mf1Y+lMliy,AAy CASE G_ (PLAN)
<br />A. T!((//4y
<br />OR 9.2,0..%QytE� sAAAE 1/4-.I'
<br />NrF i i• ne4 S .�: ✓ 4 VALID FOR DUCT MOUNT INSTALLATION ONLY $
<br />ON ' .V
<br />s
<br />"C CERTIFIED PANEL INSTALLATION AT WALLS W/
<br />No. 44167 •% i SURFACE LEVEL VARIATIONS WITHIN 3/4-
<br />* R : * tr FLORIDA BUILDING CODE Nan Migh Velocity Hurricane tons
<br />CASE E (PLAN) CASE F LAN) °° ^1QD RC 24 GAGE GALVANIZED STEEL STORM PANEL '�
<br />sip F W.
<br />SCALE 1/4•-1" SCALE 1/4'-1" �DRIOP•. �
<br />LDANN
<br />Sj IL E C O AAA4. GLOBAL PROTECTION PRODUCTS, U.C. Dm.
<br />AAY'ANAA,
<br />E4= Sw. at MEET
<br />T �TBfINO : rNWNttIBNO ANY
<br />nl�yt% 'L.rO'7t?2e, e. r as Ww,A. 4enBw. h ]H4. ORR. FL 3331E 20-175
<br />wrs . am--- . rr : Mta In-14H fNLfE: (I34)6eI-7b46, FAX: (W)6D9-67I7
<br />.-,�.
<br />CA-00171
<br />PE 561./YOrW,T41lff/WtE ,FLIER nL FLORIDA U. P N1 PL tlI t -
<br />7 LIMB)' 8 Mm Ia
<br />PRESSUREMAXIMUM A.S.D. DESIGN
<br />2ZHE.DULE FOR REGULAR STORM PANEL (1)INSTALLATIONS INTO WOOD STRUCTURES
<br />(VALID ONLY FOR PANEL(DINSTAL.L.ATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7)
<br />MAX. A.&D.
<br />DESIGN
<br />PRESSURE
<br />MAXIMUM ANCHORS SPACING FOR E,0. - AS SHOWN ON SHEEI^S 6 & 7
<br />APPLICABLEMAXIMU
<br />t I ANY
<br />Tf1ED11W
<br />PAMM
<br />NGTH
<br />LEL.
<br />(R.)
<br />TAPCON
<br />LAG SCREW
<br />PANEUMTE
<br />FEMALE To
<br />PANEUAATE
<br />PLUS
<br />WOOD BUSHING
<br />13"
<br />it
<br />Ir
<br />13,
<br />13"
<br />1w (LOP)
<br />13-
<br />13"
<br />13`
<br />13'
<br />13"
<br />Iw (am-)
<br />5 1/Y
<br />6 1/2'
<br />5 7/2•
<br />8 1/2'
<br />6 1/2"
<br />2W (TOR)
<br />-
<br />-
<br />6 Ile
<br />12 1/2"
<br />a 1/4`
<br />2w (BMT-*)
<br />5-0'
<br />e'
<br />e'
<br />6"
<br />B.
<br />-
<br />(Tim)
<br />DR
<br />LESS
<br />B`
<br />8•
<br />a'
<br />e'
<br />-
<br />3w (BOTTOM)
<br />13'
<br />13,
<br />13'
<br />13,
<br />Ir
<br />4 (TOP)
<br />+45. -45
<br />OR
<br />LESS
<br />1 3
<br />13'
<br />13"
<br />13'
<br />13`
<br />.�Ptfn�R
<br />iB911OM}
<br />t3 "
<br />1'
<br />3
<br />13'
<br />t 3
<br />8 1 2'
<br />J
<br />tw (TOP)
<br />131
<br />Ir
<br />13,
<br />13•
<br />6-
<br />tw (BOTTOM)
<br />6 I/V
<br />6 1/2`
<br />6 f/2"
<br />a 1/2"
<br />6 1/2"
<br />X# (TOP)
<br />2W (WTL*)
<br />>5-6"
<br />4 1/2"
<br />e
<br />6 I/2"
<br />6 1/2"
<br />1(TOP)1
<br />TO
<br />4
<br />4 t/2"
<br />4 1/2 1
<br />7"
<br />1T'
<br />-
<br />3W (BOTTOM)
<br />10 1/2-:
<br />9 t%2'
<br />12'
<br />4w (TOP)
<br />13-
<br />73" I
<br />13'
<br />1 13,
<br />8 1/2"
<br />4W (BOTTOM)
<br />' SEE TABLE #t FOR MAX. ASD, DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />MAX, A.S.O.
<br />DESIGN
<br />PRRATING ESSURE
<br />MAXIMUM ANCHORS SPACING FOR ED. - AS SHOWN ON SHEETS 6 & 7
<br />APPE
<br />LK'AES
<br />ALTERMITIEW
<br />/ g ANY
<br />OF THEM
<br />MAXIMUM
<br />PANEL
<br />LENGTH
<br />(It)
<br />TAPOON
<br />LAG SCREW
<br />PANEUAATE
<br />FEMALE ICI
<br />PANELMATE
<br />PLUS
<br />WOW BUSHING
<br />1S"
<br />13"
<br />13'
<br />13`
<br />13,
<br />tw
<br />13'
<br />Ir
<br />13'
<br />id`
<br />a"
<br />1w (BOTTOM)
<br />6 1/2-
<br />8 1/2.
<br />a 1/2"
<br />6 1/2"
<br />b 1/2'
<br />2W (T)
<br />-
<br />-
<br />6 1/4'
<br />12 1/2'
<br />5 1/4'
<br />2W (BOLT•)
<br />W-0'
<br />7'
<br />7 I/V
<br />8•
<br />e
<br />-
<br />3N (TOP)
<br />lE S
<br />7 i/2'
<br />8'
<br />8`
<br />8•
<br />-
<br />3W MOTTOM)
<br />13'
<br />13'
<br />13,
<br />3
<br />it
<br />Ir
<br />(TOP)
<br />+4 -4
<br />TO
<br />+75, -7b
<br />13'
<br />13"
<br />13'
<br />S 1 '
<br />t 3
<br />ow(BOTTOM)
<br />13'
<br />13"
<br />13'
<br />13`
<br />14"
<br />tw (POP)
<br />13'
<br />13•
<br />13'
<br />13"
<br />8 Ile
<br />lw (BOTTOM).
<br />6 1/2"
<br />6 1/2'
<br />6 t/V
<br />6 I/V
<br />6 I/r
<br />2W (TOP)
<br />-
<br />-
<br />6 1/e
<br />12 1/2'
<br />6 1/4"
<br />2W (BQTT.-)
<br />>5'-G'
<br />4 If2'
<br />5`
<br />7 ij2°
<br />7 1/2"
<br />-
<br />(TOP)
<br />To
<br />7-e
<br />or
<br />-
<br />3W (801TOM)
<br />13'
<br />5 1/2"
<br />w (TOP)
<br />13-
<br />it
<br />13'
<br />13•
<br />TO,
<br />4W (BOTTOM)
<br />4 SEE TABLE #1 FOR MAX. A.S.O. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />TAME
<br />/1 A
<br />A.U. DESIGN LOAD
<br />MAXIMILI1 PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />6'-B'
<br />> 40 PSF TO 50 PSF
<br />6'-2-
<br />> 50 PSF TO 60 PSF
<br />5'-10"
<br />A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS
<br />W/ PANEL MATE AMALE ID OR PANEL MATE PLUS
<br />ANCHORS & W/ SP#iANMATN,&1/2' O.C.
<br />INSTALLADQN OETAiLS FOR UFE SAFETY PANEL(l)
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />Iles; APCbN ___ � POt RED 1/4"r TAPOON_ �FX STING POURED
<br />D
<br />ANCHOR O B" O.C. I OR
<br />ANCHOR O 9' O.C.
<br />�) _
<br />CONCRETE BLOCK COFIgREfE &Op(
<br />y
<br />tE0WRi9.
<br />REatLR-D.(/��)
<br />`1/4-
<br />MAX.
<br />ED* I CD
<br />I I t
<br />p A TO GLASS 1 4'KLM y
<br />- EXLi7NG-1, �r'f-.-_ a0.75 e 6 60.15 e� E
<br />T,.
<br />GLASS Q .__ ._ _L...._. AF Bl B .__. ..,... _ , _7.-.- Ar FA COIL p_
<br />A...,......_.-...yA_ . �. -1 FOR s
<br />A 1 1 1oaN otR t-4`) EXISTIEg4,p f
<br />h.' M- A I 1' YAtL
<br />A I
<br />6" PANEL. LENGTH
<br />R PANEL, LENGTH SEE_
<br />_..._.T...._- (SEE ELEVVIt,9 C I i (OH SHEET1
<br />p 1 Min. I TION
<br />ON SHEET 12)
<br />'I
<br />A
<br />A--SEPARA A I
<br />A TO GLASS,
<br />,
<br />I I
<br />I
<br />E7LffiTIFM PWREOI rME/EXISTING POULt E Qr =� 1
<br />1j
<br />GONCREIE OR"' CONCRETE OR f
<br />C{kiGfiE7E BLOCK ( �l CONCRETE BLOCi1
<br />RENTUIiEO_ i 74 7/t OG R£OUIREO. i mm,
<br />f Nf
<br />tirJ,piDRPa NWRMLS tAFJ,e1irOR
<br />iz D.c.-0 (BP EYa70)PLUS 4 LiF�EiY %[EL.
<br />WALL MOUNTINGS
<br />it SCALE 3/6-1-
<br />�.s"0EPIA. ti(U'INy
<br />IRMOAMTE g3�Q�''VCEN 143ys
<br />FLORIDA BUILDING (ODE (Non High VelocityHurricane Zone
<br />= = Rx62c Tama rNc F.v.
<br />*'
<br />- * . * 24 GAGE GALVANIZED STEEL STORM PANE[ OftWI, m
<br />= STATE C 4C
<br />I PROTECT" It PR CTS, LLC. °"aD„T�°
<br />!rCOR10A�� I L E C O AAA .
<br />k CY� n xo e STREEIr
<br />LIMN£, 33]14
<br />/GILL
<br />AA'�LY% K:r. SwN R w X'f41uwA RiAODIa n SHr 20-175
<br />r rf„n• , Mrq aP-uw RP+ -Put PFLNE: 925,E-IOTA, FAX, R54)!eI-Oi9i
<br />A NNt
<br />IIHIAI
<br />Otll FA•AOOS7111 Ant K,' mawmr rtrerew er SRWIIIG Ulu:
<br />P.E %DALE AW 1T-1A
<br />IHur 14 M is
<br />wN3EA A TXLIT N.. PC44117
<br />NEE WEE73 fa to FOR ANkk065 TYPE a SPA,wMi FOR
<br />pBTMIAtIOFNS RITO W000 iRA1E 6UaLNCB.
<br />MREALL ANC11pq SPACINGS AND NRRNM TORE OLSTANCf
<br />ARE A49GTED OR FR#6 SCIEDfLE. FOR E.R LESS fFtW
<br />IOOl17
<br />MAXIMUM A.S.D. DESIGN eRMURE RON (pa.f.) AND CQRRE3EQtjQJN9 MAXIMUM ANCHOR V-MNra MOULE
<br />(VALID ONLY FOR PANEL ))INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5)
<br />MAX. AS.O,
<br />OESmPN�III
<br />PRESSURE
<br />RATING
<br />MAXIMUM ANCHORS SPACING FOR IAA! ED. PER SCHEDULE BELOW
<br />� '
<br />dt LY
<br />MW01W4
<br />MOW
<br />()
<br />MAX NSA.
<br />PRESSURE
<br />{wa.t }
<br />MAXIMUM ANCHORS SPACING FOR MIL E.D. PER SCHEDULE BELOW'
<br />APPLICABLE
<br />TO SOCCONS
<br />MXVWM
<br />PANEL
<br />034MM
<br />In.)
<br />TAP ON
<br />SOLID -SET
<br />PFENMMALE II
<br />2NMAC-NARM
<br />GALK-IN
<br />TAPCON
<br />SOIJO-SET
<br />IM
<br />P ��
<br />ZNMAC-NNUN
<br />CALK -IN
<br />I �
<br />m
<br />To
<br />7p
<br />m
<br />To m
<br />M�MIW
<br />mCOMBINATION
<br />TQ
<br />omows,m
<br />m
<br />m
<br />m
<br />+4 , -45
<br />LESS
<br />1r
<br />13'
<br />13'
<br />t3'
<br />t3"
<br />t3'
<br />13•
<br />T3'
<br />9r
<br />13'
<br />43'
<br />13"
<br />MIDI
<br />I P
<br />5,-0,
<br />OR
<br />LESS
<br />'45
<br />+$;,, _$5
<br />1 3
<br />1 3
<br />t '
<br />3
<br />13'
<br />13-
<br />1 3
<br />t '
<br />3
<br />13'
<br />iS'
<br />13'
<br />13"
<br />1 7 2
<br />/
<br />7 OOP )
<br />W-V
<br />OR
<br />LESS
<br />Ir
<br />Ir
<br />1r
<br />tr
<br />13'
<br />1r
<br />13'
<br />1r
<br />tr
<br />la,
<br />73"
<br />Ir
<br />I (Bones)
<br />13"
<br />13"
<br />13`
<br />13'
<br />Ir
<br />13'
<br />13"
<br />it
<br />it
<br />13-
<br />tr
<br />tt 1/2.1
<br />(Wrmm)
<br />Tr
<br />sr
<br />13"
<br />it
<br />13'
<br />13'
<br />Ir
<br />13,
<br />13`
<br />1r
<br />13,
<br />1r
<br />2 (TOP)
<br />13-
<br />13,
<br />13`
<br />13'
<br />Ir
<br />13,
<br />1r
<br />13'
<br />tr
<br />13'
<br />13'
<br />it 1/2'.2
<br />(TOP)
<br />13'
<br />13'
<br />tr
<br />13'
<br />13'
<br />13'
<br />13"
<br />,3"
<br />tr
<br />73"
<br />13'
<br />13'
<br />2 (BOTTOM)
<br />93'
<br />I
<br />73"
<br />13'
<br />1r
<br />73'
<br />tY
<br />tr
<br />13'
<br />13'
<br />13
<br />1112
<br />/
<br />2 {BOTmM)
<br />it
<br />13`
<br />tY
<br />13'
<br />13"
<br />13'
<br />IY
<br />Ir
<br />it
<br />13•
<br />Ir
<br />13-
<br />'3 (LOP)
<br />13"
<br />13-
<br />13'
<br />13'
<br />i3-
<br />i3'
<br />tr
<br />13`
<br />tr
<br />13'
<br />13'
<br />It 1/2.3
<br />(TOP)
<br />-
<br />-
<br />12 7
<br />2 7/2
<br />6 1/4'
<br />6 Ile
<br />2 1/2272
<br />1/2
<br />-
<br />-
<br />6 1/4'
<br />6 1/e
<br />3 (BOTTOM)
<br />-
<br />12 1/2"12
<br />1/2
<br />6 1/e
<br />6 Ve
<br />2 1/2*11
<br />if2
<br />-
<br />-
<br />6 1/4"
<br />$ 1/e
<br />3 (BOTTOM)
<br />9`
<br />B'
<br />8"
<br />8'
<br />8'
<br />9"
<br />a"
<br />7 t/2-.4
<br />(FOP)
<br />8'
<br />b 1/2'
<br />B'
<br />8•
<br />8-
<br />8 1/2'
<br />Ir
<br />7 I/V
<br />8"
<br />a'
<br />8°
<br />5'
<br />4 (TOP)
<br />a'
<br />a-
<br />-
<br />(BOTTOM)
<br />8"
<br />8'
<br />-
<br />a`
<br />a'
<br />-
<br />e'
<br />-
<br />6"
<br />4 (Bo1T1.
<br />M13-
<br />13"
<br />13"
<br />13"
<br />lr
<br />- -i
<br />13"
<br />tr
<br />IS'
<br />f3'
<br />IS'
<br />1r
<br />5 (TOP)
<br />13•
<br />13"
<br />-13`
<br />13"
<br />tr
<br />,3`
<br />13•
<br />13'
<br />,r
<br />tr
<br />13"
<br />I if2
<br />{TOP)
<br />1r
<br />13'
<br />13"
<br />it
<br />IN-
<br />mir
<br />it
<br />13'
<br />13`
<br />13"
<br />93'
<br />73'
<br />S (Brom).
<br />13,
<br />13'
<br />13'
<br />1Y
<br />Ir
<br />13,
<br />Ir
<br />13"
<br />lr
<br />1r
<br />13"
<br />1t 1/2
<br />(90170M)
<br />13'
<br />13-
<br />Ir
<br />1r
<br />13-
<br />is-
<br />1r
<br />Ir
<br />13,
<br />1r
<br />Ir
<br />13,
<br />a ('TOP)
<br />13•
<br />13'
<br />13,
<br />13"
<br />Ir
<br />Ir :
<br />it
<br />13`
<br />lr
<br />7r
<br />/3'
<br />11 I
<br />6 (TOP`)
<br />-
<br />a i/e
<br />6 1/4'
<br />6 1/4"
<br />6 1/4"
<br />-
<br />-
<br />6 1/4'
<br />6 Ile
<br />5 (BDtT.n•).
<br />-
<br />-
<br />$ Ile
<br />6 1/0
<br />6 1/4-
<br />6 if4'
<br />-
<br />-
<br />-
<br />6 1/4'
<br />8 if4"
<br />6 BOLT.--):
<br />it
<br />a'
<br />13'
<br />10 1/2
<br />Ir
<br />7'
<br />Ir
<br />7'
<br />7 1/2
<br />5 1/2
<br />13'
<br />4 1/2'
<br />1 (TOP)
<br />>'S•-8,
<br />TO
<br />le-e
<br />13"
<br />8"
<br />Ir
<br />13•
<br />it
<br />6 1f2"
<br />13•
<br />6 1/2-
<br />9 1/V
<br />6 I/V
<br />13'
<br />S 1/2
<br />1 MP)
<br />>Y-a•
<br />TO
<br />9-$'
<br />it
<br />T"
<br />tr
<br />tr
<br />tr
<br />9 If2
<br />tr
<br />91/2
<br />10 1/2
<br />71/2
<br />tr
<br />a•
<br />I (BOTTOM)
<br />lr
<br />71/Y
<br />13'
<br />it
<br />Ir
<br />t0'
<br />Ir
<br />To'
<br />11'
<br />e'
<br />13"
<br />61/2'
<br />1 (BOTTCI)
<br />13-
<br />S'
<br />IS-
<br />10 I/2
<br />1S-
<br />7-
<br />Ir
<br />7'
<br />1 1/2
<br />5 1/2
<br />it
<br />4 1/2-
<br />2 (TOP)
<br />9r
<br />6"
<br />13-
<br />13,
<br />it
<br />a I/2`
<br />it
<br />a 1/2-
<br />9 1/2"
<br />8 1/2'
<br />13'
<br />5 1/Y
<br />2 (TOP)
<br />tr
<br />7"
<br />Ir
<br />W
<br />13'
<br />9 1/2
<br />it
<br />9 1/2
<br />10 712
<br />7 1/2
<br />13'
<br />6 1/2'
<br />2
<br />it
<br />7 1/Y
<br />13'
<br />13'
<br />Ir
<br />le
<br />_.ir...
<br />10"
<br />it"
<br />8'
<br />Ir
<br />6 1/2'
<br />2 (BOTTOM)
<br />Ir
<br />7"
<br />12r
<br />1r
<br />13"
<br />9 1/2
<br />13-
<br />4 1/2
<br />10 1/2
<br />7 1/2
<br />13'
<br />6 I/V
<br />(TOP)
<br />3 (TO )
<br />lr
<br />7 1/2'
<br />13'
<br />13"
<br />13"
<br />to,
<br />,r
<br />w
<br />11'
<br />8`
<br />13-
<br />5 1/2"
<br />3 OW)
<br />-
<br />1 -
<br />12 I/V
<br />!I2 t/2
<br />6 Ile
<br />9 7/4'
<br />2 if
<br />6 1/4'
<br />-
<br />-
<br />8 1/4'
<br />6 1f4.
<br />3 (BO7TOI)
<br />-
<br />-_12
<br />1/2-
<br />12 1/2
<br />a
<br />12 1
<br />12 1/2
<br />-
<br />-
<br />8 t/4"
<br />6 1/4'
<br />3 (BOTTOM)
<br />r
<br />r
<br />r
<br />5 1/2'
<br />7'
<br />3 i/2'
<br />W
<br />4'
<br />4 I/V
<br />3"
<br />6 1/2'
<br />3'
<br />4 (TOP)
<br />7 9/V
<br />37
<br />a'
<br />6'
<br />E'
<br />4-
<br />4 i/Y
<br />3 I/Y
<br />6 I/V
<br />3`
<br />(10P)
<br />e'
<br />S i/2'
<br />-
<br />7 1(2'I
<br />t3`
<br />I 7'
<br />tr
<br />13'
<br />13-
<br />9 1/2'
<br />13-
<br />9 1/2`
<br />0 M1j2.
<br />7 1j2"
<br />t1'
<br />8'
<br />a {POP)
<br />Ir
<br />a I/V
<br />13,
<br />Ir
<br />JT/48
<br />13'
<br />to'
<br />IY
<br />r
<br />13"
<br />6 Ilet3'
<br />7`13"
<br />t3"
<br />iJ'
<br />9 f/2'
<br />13'
<br />8 1jY
<br />O If2
<br />7 1/2-
<br />13'
<br />6 1/2'
<br />S (BOTTOM)
<br />i3'
<br />8 1/2'
<br />13'
<br />13"
<br />13'10"11'6IJ2'iS'
<br />t
<br />S'iM1213'7'
<br />1r
<br />7'
<br />7 if2"
<br />5 If2'
<br />A3'
<br />4 1f2"
<br />8 (TOP)
<br />13'
<br />6"
<br />13"
<br />13'
<br />lr
<br />a lf2'
<br />9 1/2'
<br />6 1/a•
<br />13"
<br />S I/2.-
<br />-
<br />IT 1/4'
<br />6 1/4`
<br />6 1/4
<br />8//4"
<br />-
<br />-
<br />-
<br />-
<br />s 1/4"
<br />8 1 I"
<br />6 (ITT.•-)
<br />-
<br />6 1j4'
<br />6 / 4.
<br />6
<br />•-
<br />-
<br />-
<br />-
<br />6 1/4'
<br />6 1/4"
<br />6
<br />SEE SHEET 11 FOR ANCHORS TYPE & SPACING FOR RSTAIJATICHS Win wdm )THIN WRRDRItx
<br />MMUILM ANCHOR SPNMM AM Mtlt R EDGE DISTANCE ARE INDICATED ON THIS SCHEDULE MR ED,
<br />t,i85 TWIN RDUAT O ON SCHEOULE REDUCE ANCHOR SPAfNVG BY tAAT6P15MM SPACRU SHOW ON
<br />SCHEDULE BY THE FOt1oRRG FADTORL FOR THIS OPERATXN m BE POSSIBLE. REWM SPACING
<br />OBTARffD Least FACTOR 901.E NOT BE LESS THAN MINIMUM SPNXHO IONAM511 FOR EACH ANCHOR TYPE
<br />ON NHS SCH MULL
<br />,�
<br />1/4'.
<br />1/e.
<br />tj4"r
<br />1/4.a
<br />1/4-r
<br />1/4.
<br />TAat1N
<br />M%D-]Et
<br />2AMiC�MUN
<br />OMEi«N
<br />mm" ANaOR Q ➢L)
<br />]
<br />3
<br />3
<br />3
<br />I Ijr
<br />2 1/2
<br />_ GAG
<br />3
<br />3 1jr
<br />r
<br />3
<br />3 7jr
<br />3
<br />ot3rAFNt6 QA.) eN1
<br />3
<br />] 1/Y
<br />] lfs'
<br />]Ifs
<br />] YJr
<br />4
<br />AmwL ®6E DIBWa2E LED.
<br />FACTOR
<br />r
<br />n!O
<br />0.7b
<br />-
<br />tAd
<br />-
<br />623
<br />'PP SPACINt35 OPD.Y VAOI.ID WHEN SPACER(B�IS USED. SEE T #i FOR MAX. AS.D.
<br />DESIGN LOAL)S &MAX f2ANE1 LENGTII5 WHEN SPACER USED. '
<br />�t
<br />A
<br />A.S.D. DESIGN LOAD
<br />fM)(iMIIW PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />> 40 PSF TO 50 PSF
<br />6'-2-
<br />> 50 PSF TO 60 PSF
<br />5'-10"
<br />A MAX. PANEL LENGTHS ARE Y VAUD FOR INSTALIATIONS
<br />W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2. O.C.
<br />FLORIDA BUILDING CODE (Non t
<br />,•_ _.�.___-ANCHM (SEE SECTIONS FE ALTERHATNES ON SHEETS 13, 14. 15 &16)
<br />D.M„
<br />r _ R-W13, R-2A/13, R-3A/14, -loR-19/13. R-28/13, R-30/14, ?;
<br />---- R-LAW/15, R-2AW/15, R-3AW/16. R-1BW/15. R-28W/15. R-38W/16.
<br />I
<br />0
<br />0 O
<br />O 0 � Ci
<br />_-.,_-_-
<br />i I .O"i-20Kf" S.S. 'BOLTS W� s `s ':: Y•
<br />I I O I USE FOR PANEL LENGTH IT.
<br />OVER 7'-67 I1 T ! ? I, PANEL LENGTH% lREGUTAR STORM PANEL - U j i 'REGULAR PANEL i ; ' O § a' -a• O +40.0. -40.0 R.R.t.
<br />I
<br />I (W/ OVERLAP MIO PANEL LENGTH BOLT)
<br />1 - -- O -- --- -(--- - -----_-'-------.--
<br />LIFE STORM PANEL Y-6' O +50.0. -54.0 µe.t.
<br />1.._ (W/0 17AERLAP MID PANEL L.ElICIIt Ba.TJ
<br />A Ili 2•-B- W.N. PANEL LENGTH
<br />I-} 1J4"e-2aR1 I -_-- AT ALL MWNTWCS
<br />i
<br />AT EA OVERLAP I 1
<br />I
<br />, i I
<br />! if A'
<br />! I I I
<br />6•
<br />--'T-' ----r;'^",�_..---)`-,-----;----i 'j! , Lit i
<br />i i ! 1
<br />I .
<br />I O7OHE5 i
<br />j? f I Q! t PANEL BOTTOM CORNERS !. 0 Y ii 1F f
<br />D.M..Q. . �
<br />L.pVERLM-LOyETHAp-.
<br />_, - _ -
<br />�j I
<br />or L/ WLYG. NlR AT iEXTERIOR L -- NUT AT t
<br />3' fMX. LEFT PANEL RIGHT PANEL 3 t6q% f INSTALLATIONS MILE VALID FOR WIND
<br />1' MIN. R-IA/13. R-2A/13, R-3A/14, R-15/13. R-29/13, R-39/14, 7 ww.1 SPEED UP TO 170 ..P.h.
<br />R-TAW/15. R-2AW/15, R-SAW/16. R-18W/15. R-28W/15, R-3BW/16.
<br />--------ANCHORS (SEE SECTIONS & ALTERNATPAES ON SHEETS 13, 14. 75 ffif8}----------- - s
<br />i/4` MAX. CJP
<br />LIFE SAFETY STORM PANEL ELEVATION (t)
<br />-/'1�J 2.667' SCALE I/e-1"
<br />REGULAR I
<br />STORM PANEL (MAD OVEfBAP -1 IWi1LE VALLM `Y "' STORM P
<br />MNNFI ��
<br />f. =c_= .: - ____mac _-___�------------------ -= �!Sr -----------------
<br />Ile
<br />UFE PANEL TF ° FLORIDA BUILDING CODE Non High Velocl Nu cone Zone
<br />EQ�QJ3 SEA OfliDh .'�k4,tT � m 24 GAGE GALVANIZED STEEL STORM PANEL W.
<br />N..• �'L GLOBAL PROTECTION PRODUCTS, LLC.
<br />SECTION A -A/
<br />P/ 4m S.K. 5t STRUET
<br />SCALE 1 /4--1' ¢!( '� Av. 2e. w. A1eK 3R>, uRw. aAwaw. a mr OAw. F4 333i4 20-175
<br />C pr".: t]'W M-Am . Fr .O.O aro-,eL PIwNE (954Mote. b. FAY: (I54)Me-E7I7
<br />OAIIRO
<br />CA-�667f9 err rw a r went
<br />Pk. ffi/{IlWIM71lt6JW1E WAM A TIMER Nr., P.E ad 1 , em 91Rf 12 a tR
<br />INSTALLATION DETAILS
<br />INTO
<br />EQR LIFE SAFETY PANEL
<br />WOOD STRUCTURES
<br />1
<br />-
<br />WOOD HEADER WOOD NFAQER
<br />HEED
<br />WWp
<br />I
<br />I
<br />HEAoeR
<br />QUtREO
<br />I
<br />IW000 HEADER
<br />1 i'4 TAPCON 1 4'A TAPCON
<br />FWR O Y O.C. O.C.
<br />; i 4'I TAP (
<br />`, L { Ht3A O 9' O.C. ; I I
<br />7 4'1 TAPCOR
<br />OR O 9" O.C.
<br />Y/
<br />; ! i
<br />i
<br />,1/4. rltN
<br />'f !l
<br />r1
<br />!
<br />1/V _ }3 1f2• '1/4"
<br />it ryf2• IJ4,
<br />t
<br />1 W.x t� I
<br />1J2. ..1/s•
<br />z
<br />I
<br />!
<br />8
<br />EXt6T1(4Gy,R
<br />GLASS
<br />NO
<br />I x 4Y
<br />J _._ .6i' _: v'...._..
<br />` }
<br />{LASS•i�i
<br />fOL15 w i
<br />--s
<br />II
<br />i A i i
<br />� M
<br />MAX. 0
<br />I inONN MR T«4i �
<br />I A
<br />..._ 1. _..__.__..I i
<br />MAX
<br />k
<br />I ! PANEL LENGTH I
<br />,L" Mmt (SEE ELEVATON 11
<br />if H
<br />LENGTH if 1 ON SHEET )a) I ____-_.__
<br />(SEE B ,,,t
<br />-_, !
<br />I 1. Mu%, V-"-..-Y"--"-`
<br />1' _..._ LEE A
<br />(SEE
<br />SEE E'tEMIKON 8
<br />-,_ PANEL LENGTH
<br />- 8"
<br />• (SEE d,EVAi1ON
<br />`!I ON SHM III
<br />i
<br />it
<br />1 ON SHEET 12) A_.
<br />I I
<br />i
<br />d----n
<br />I , ON sFREr Tz)
<br />} 1 A
<br />T
<br />6
<br />u
<br />p
<br />uv
<br />j 1 �a N-5£PARIM�TWN i 1
<br />tl TO GLASS
<br />��
<br />-i ;)
<br />TYPO
<br />TQ )LASS i 6`
<br />I
<br />2 O 1 TOO GLASS.
<br />,. $•
<br />EQ.
<br />NS
<br />{ S j -•
<br />\_:/ i y S i� ;�
<br />2,X4" I T , 4 i 1 i In
<br />4
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<br />_9.S twlIX %SY
<br />iz
<br />€ I i
<br />1 4"e TALON} ^a ( (S �4'e rfPCON
<br />NiCHRR O 9" D.C. L ANCHOR O 9' O.G.
<br />STAGGERED W/ STUD i t STAGGERED W/ STUD
<br />�^ `�.
<br />FEWiR€p @ ! i« Y I _-1,F1"r 7AFPCOM 2'xt` w%g i i H ), i {i
<br />�... ) , - ANCHOR O 9" O.C. Pf.ATE
<br />L"'x } ji REQUIRED{{�l
<br />_ '
<br />1wY O#A
<br />)flea TAPCON
<br />ANCHOR O 9. O.C.
<br />F 7 L_. +
<br />a4r WOOD t Tip. WOOD
<br />3 ! i,.•, I',
<br />i } i iI
<br />PU7E
<br />REQUIRED
<br />�rTERMATIVE R-LAIN
<br />ALTERNOF. R-LBW
<br />ALTERNATIVE R-29W
<br />4 REGULAR PANELS
<br />O LIFE SAFETY PANEL
<br />WALL MOUNTINGS
<br />SCALE 3/8-1-
<br />O Uj d I.Z
<br />�M1
<br />. `• A. TIj4i
<br />4.............. T� 4yyy
<br />•`
<br />O LIFE SAFETY PANEL
<br />WALL MOUNTINGS
<br />SCALE 3/8-1'
<br />FLORIDA BUILDING CODE Non High Velocity Nu cone Zone
<br />NOTES',DENS
<br />1. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN
<br />NRATINGS SHEET 12. PANEL LENGTHS AS
<br />PERRR PRESSURE 1)
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC
<br />S .2VA1 n11T0. Pin F!_
<br />- 24 GAGE GALVANIZED STEEL STORM P . 4141 B7 _ ANEL ywwi In:
<br />t - -- _
<br />* ' STATE L) . * _ .....-_ '� I L O iN,;. GLOBAL PROTECTION PRODUCTS, LLC. °f�"t,
<br />o S
<br />ys yt'•, "' A 4ea0 ew. 51 SIPF72
<br />;r• OR111 > ro ea: Tor. w.r. wwa9 n »1s GAVE, n. ]a374 20-175
<br />'. `N ." •uP•T+.,_m. PNo tsarTa 75a. FAV: (954}�I-B»7
<br />DENSITY OF 0.55 O R EQUAL,
<br />SPi ",•-•
<br />r
<br />e r mo een at96NA No:
<br />FYFFN I TUIE,iB'TE
<br />Ch6d9$719
<br />wALT09 A fitAi Jf^.,1 -_..r n9 1tPa
<br />- yiiT to aF to
<br />MAXIMUM At DESIGN PRESSURE RATING �E AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE. FOR REQULAR MRIA PANEL 6) IN19AU.0QNS INTQ CONCRETE & CONCRETE BLMK STRUCTURES
<br />(VAUD ONLY FOR PANELQ INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5)
<br />MAX ASA,
<br />PRESSURE
<br />RATWG
<br />(P.Af.)
<br />MAXIMUM
<br />ANCHORS
<br />SPACING
<br />FOR
<br />MIN E.D.
<br />PER SCHEDULE
<br />BELOW'
<br />'�
<br />NA)tl1BIl
<br />PAlEt
<br />LENGTH
<br />()
<br />MAX. A.S.D.
<br />DESIGN
<br />PRESRATS
<br />(ae_f.)
<br />MAXIMUM
<br />NICHQRS
<br />SPACING
<br />FOR
<br />MIN E.D.
<br />PER SCHEDULE
<br />BELOW
<br />APPLICABLE
<br />8 MY
<br />MAXIMUM
<br />PANEL
<br />LENOM
<br />(FL)
<br />TAPCON
<br />SOUO-Su
<br />PNNEIMA"
<br />FEMALE
<br />0
<br />PLUS8
<br />ZANAC-)6VUN
<br />`iALX-SIN
<br />TAPCON
<br />50110-SET
<br />FEMALE
<br />ID
<br />I
<br />�
<br />7AMAC-NA88t
<br />CAUL
<br />-RI
<br />mBUT,
<br />To
<br />To
<br />mUCNCRDt
<br />m CONCRETE
<br />m
<br />70'
<br />R 110H
<br />To
<br />m
<br />m
<br />To
<br />To
<br />m
<br />>+SA, -85
<br />+75,--76
<br />13'
<br />it'
<br />tr
<br />13'
<br />13'
<br />t3"
<br />t3'
<br />13'
<br />13'
<br />12"
<br />73'
<br />1 {TGIF)
<br />b,_a"
<br />OR
<br />: LEIS
<br />.,
<br />+75, -75
<br />To
<br />+14-1-11as
<br />13'
<br />6'
<br />IS "
<br />id if2
<br />73'
<br />d1 -
<br />JY
<br />lr
<br />612'
<br />/
<br />71 '
<br />/2
<br />STY'
<br />/
<br />33"
<br />41/2'.T
<br />J
<br />)
<br />DR
<br />LESS
<br />13'
<br />it`
<br />,r
<br />13•
<br />IS'
<br />tr
<br />13,
<br />13,
<br />Ir
<br />12'
<br />'r
<br />ITT'
<br />1 (BOTTOM)
<br />13'
<br />a //Y
<br />Ir
<br />Ir
<br />13`
<br />9-
<br />it
<br />r
<br />far
<br />7 1/27
<br />13-
<br />6•
<br />1 (BOTTOM)
<br />13'
<br />it-
<br />it
<br />13`
<br />t3'
<br />13`
<br />Tr
<br />13'
<br />13"
<br />TV
<br />13"
<br />IC'
<br />2 (TOP)
<br />tr
<br />r
<br />1r
<br />AO 1j
<br />Tr
<br />6 1/2'
<br />13'
<br />6 t/2'
<br />7 1/2'
<br />S lf2'
<br />Ir
<br />4 1/2'
<br />2 (TOP)
<br />is-
<br />Ir
<br />it
<br />13`
<br />13
<br />tr
<br />11'
<br />11
<br />ty"
<br />1.
<br />tr
<br />10"
<br />2 (BOTTOM).
<br />13"
<br />7"
<br />13'
<br />Ir
<br />13,
<br />9 1/V
<br />Ir
<br />9 t/2'
<br />0 1/2
<br />7 1/V
<br />13"
<br />6 1 2"
<br />2 {BOTTOM)
<br />13'
<br />it'
<br />Ir
<br />13,
<br />13,
<br />Ir
<br />Ir
<br />13"
<br />13'
<br />tY
<br />tr
<br />10'
<br />3 ('TOP)
<br />tr
<br />7'
<br />Ir
<br />13,
<br />1Y
<br />9 1/2'
<br />1r
<br />0 1/2'
<br />10 7j2"
<br />1 1/2'
<br />13'
<br />5"
<br />3
<br />-
<br />-
<br />2 1/2.12
<br />1/Z
<br />5 1/4"
<br />6 t/r
<br />2 1/2-12
<br />1/2
<br />-
<br />-
<br />8 1/4'
<br />B I/,•
<br />3 (� -)
<br />-
<br />-
<br />2 1/2.12
<br />T/2
<br />6 Ile
<br />S 1/4`
<br />2 i/2.
<br />6 1/4"
<br />-
<br />-
<br />6 1/4'
<br />6 1 e
<br />3 (BOTTOM)
<br />9'
<br />3"
<br />8'
<br />or
<br />a'
<br />5"
<br />8`
<br />6 1/2'
<br />7'
<br />S"
<br />Ir
<br />4 if2'
<br />4 06w)
<br />7`
<br />3"
<br />r
<br />5 I/V
<br />r
<br />3 1/2'
<br />6"
<br />e
<br />4 1/Y
<br />3•
<br />a 1/2'
<br />2 Ilr
<br />4 (TOP)
<br />8"
<br />W
<br />8-
<br />- r
<br />er
<br />r
<br />-
<br />6"
<br />-
<br />4 (id-)
<br />a`
<br />a 1/2"
<br />-
<br />a'
<br />-
<br />8"
<br />-
<br />5 I/V
<br />Y
<br />4 (601t10M)
<br />Ir
<br />it'
<br />13'
<br />13-
<br />13'
<br />IY
<br />i3'
<br />13'
<br />1r
<br />2"
<br />13'
<br />Io-
<br />6 {TOP)
<br />Ir
<br />a I/Y
<br />i3.
<br />tr
<br />-V
<br />9'
<br />i3"
<br />9'
<br />1a`
<br />1 1/2'
<br />1r
<br />6'
<br />b (raP)
<br />13'
<br />11`
<br />13'
<br />13`
<br />t3"
<br />73"
<br />13`
<br />/3'
<br />13'
<br />72'
<br />1J'
<br />10'
<br />S (601T01k)
<br />13"
<br />7'
<br />f3•
<br />t3'
<br />f3`
<br />9 1/2'
<br />13'
<br />9 1/Y
<br />t0 1/2"
<br />7 i/2'
<br />f3`
<br />6"
<br />S (80TTO1)
<br />13"
<br />17"
<br />13'
<br />,3"
<br />i3-
<br />Ir
<br />it
<br />Is-
<br />it
<br />12-
<br />13`
<br />t0-
<br />6 (TOP)
<br />1r
<br />e"
<br />'.Tr
<br />10 1/2.
<br />Ir
<br />6 lj2"
<br />13'
<br />6 1/2-
<br />7 1/V
<br />S t/2'
<br />1r
<br />-
<br />-
<br />6 7 4"
<br />$ l/4•
<br />6 lf4"
<br />6 1/4"
<br />-
<br />-
<br />-
<br />a 1/4'
<br />6 1/4-.
<br />6.(am-')
<br />_
<br />-
<br />a 1/e
<br />5 1/4'
<br />6 Ile
<br />8 1/4'
<br />6 1/4'
<br />0 1/4"
<br />-
<br />-
<br />8 Ile
<br />$ 1J4".
<br />6 (.._)
<br />13"
<br />7 1/2'
<br />tr
<br />13'
<br />IS'
<br />1 lir
<br />Ir
<br />to'
<br />if"
<br />B'
<br />it
<br />a 1/2'
<br />1
<br />>V-r
<br />10
<br />8"O'
<br />it
<br />5'
<br />Ir
<br />t0 1/2
<br />tY
<br />8 1f2"
<br />t3•
<br />6 1/2'
<br />7 1/2'
<br />1 1/2"
<br />13'
<br />4Ile
<br />I (TOP)
<br />>5,-e`
<br />TO
<br />7'-6'
<br />13"
<br />7 1/2'
<br />13'
<br />13'
<br />13"
<br />to 1/2
<br />13'
<br />10 I/V
<br />II 1/2
<br />Y
<br />13,
<br />r
<br />I (90nom)
<br />Ir
<br />6 I/V
<br />13"
<br />Ir
<br />Ir
<br />9'
<br />13'
<br />9'
<br />10•
<br />7 1J2'
<br />Ir
<br />e
<br />I (86TTOM)
<br />it
<br />7 I/V
<br />13'
<br />13'
<br />13"
<br />to'
<br />it
<br />t0-
<br />it"
<br />a'
<br />13`
<br />5 1/2'.2
<br />(TdM')
<br />13-
<br />5-
<br />13'
<br />o if
<br />tr
<br />a 1/Y
<br />13`
<br />6 1/2'
<br />7 1/2-
<br />5 1/2"
<br />Ir
<br />4 Ilr
<br />2 (TOP)
<br />13`
<br />7 1/Y
<br />Ir
<br />it
<br />Ir
<br />10 1/2
<br />13"
<br />10 l/2
<br />11 1/2'
<br />8'
<br />13•
<br />Y
<br />2 (BOTTO).
<br />13'
<br />7'
<br />13'
<br />Ir
<br />it
<br />9 Ilr
<br />13'
<br />9 1/2"
<br />1a t/V
<br />7 I/V
<br />13'
<br />6 1/2.
<br />2 (BOTTOM)
<br />13-
<br />7 1/2'
<br />13'
<br />13"
<br />Ir
<br />ID 1/2
<br />13'
<br />0 1/2
<br />11 1/2
<br />8"
<br />13"
<br />7'
<br />3 (TO)
<br />it
<br />7'
<br />la-
<br />13'
<br />tr
<br />9 I/2"
<br />Or
<br />9 1/2.
<br />10 I/V
<br />7 1/27
<br />13`
<br />6-
<br />3 (TOM)
<br />12 1/2-
<br />12
<br />1/4"
<br />12 1f2-
<br />6 Ile
<br />-
<br />-
<br />a Ile
<br />6 1/4"
<br />3 (BOTTOM)
<br />-
<br />-
<br />2 1/2
<br />12 I
<br />6 1/4'
<br />6 1/4'
<br />2 1/V
<br />6 1/4'
<br />-
<br />-
<br />a 1/4"
<br />a 1/4`
<br />3 (BOTTOM)
<br />7 1/Y
<br />3 1/2'
<br />B"
<br />8-
<br />4 1/2'
<br />S'
<br />3 1/V
<br />T
<br />r
<br />4 (TOP)
<br />7"
<br />3"
<br />r
<br />S i/V
<br />7-
<br />3 1/2`
<br />or
<br />4'
<br />4 1/2'
<br />3'
<br />6 1/2'
<br />2 i1V
<br />4 (T�)
<br />Ir
<br />8'a'
<br />8'
<br />or
<br />4 (BOTTD).
<br />4"
<br />9 1/V
<br />a'
<br />r
<br />-
<br />5 1/V
<br />-
<br />7'
<br />-
<br />4 (BOTTOM)
<br />13"
<br />7 IfY
<br />tY
<br />0 I/2
<br />fr
<br />0 1/2
<br />11 1/2
<br />a"
<br />it
<br />7'
<br />S (TOP)
<br />13"
<br />a 1/2'
<br />13"
<br />1r
<br />it
<br />S.
<br />13,
<br />9'
<br />To'
<br />7 ifY
<br />IT
<br />13'
<br />7 1/2'
<br />13'
<br />0 1/2
<br />13-
<br />,D if2
<br />11 I/V
<br />8-
<br />13"
<br />7`
<br />5 (BOTTOM)
<br />tr
<br />7'
<br />13"
<br />lr
<br />Ir
<br />9 1/V
<br />1r
<br />9 1/2-
<br />10 1/2"
<br />7 If2'
<br />13"
<br />6'
<br />S (BOTTOM)
<br />13'
<br />7 1/2'
<br />1r
<br />0 1f2
<br />73•
<br />TO f/2
<br />'1 1/2"
<br />a'
<br />13'
<br />7'
<br />6 (TOP)
<br />Ir
<br />Y
<br />1r
<br />13-
<br />6 1/2'
<br />13-
<br />8 1/2"
<br />7 1/2'
<br />5 Ilr
<br />13-
<br />4 1/Y
<br />8 {LOP)
<br />-
<br />-
<br />8 IJe
<br />1/4'
<br />-
<br />-
<br />8 1 4'
<br />8 Ij4-.
<br />6 (@S1Tt.-*)
<br />6 1 e
<br />a Ile
<br />6 Ile
<br />6 Ile
<br />-
<br />-
<br />-
<br />-
<br />8 IJ4'
<br />6 if4.
<br />8 !')
<br />BEE SHEET 11 FOR AMISM Tin & BPACART :PAT INSiA1.t.ATOM WHO WOOD FRN2 81NDIM6.
<br />4' MRRIUM ANCHOR SPPpNX AM! IWIHM.FL DISTANCE ARE NUCOVID ON INS SCHEDULE FOR E.D.
<br />LESS THAN INDICATED ON SOADULE REDUCE ANCHOR SPALWNO BY MULTPVdM1 Sn1CIN8 SHOWN ON
<br />SCHEDULE Re THE FOLLOWING FACTORS, FOR THIS OPEAATION m BE POSYBU.E. IREOUCO) WWAND
<br />OBTAINED LTXAi FACTOR SFMLL NOT lE LESS TION IMAIIAM SPACN IT IMAMED FOR EACH ANCHOR TYPE
<br />ON THIS SCHEDULE
<br />tj41
<br />1f4i
<br />1/4'r
<br />1j41
<br />if4'R
<br />1/4'R
<br />AI' 1
<br />Macoo
<br />SOIL -SET
<br />PAYlWRE
<br />2AYiC-NMM
<br />011f-N
<br />MINIMUM ANCHOR SPICING (It,)
<br />3
<br />3
<br />3
<br />3
<br />2 1/r
<br />2 ,/2
<br />MINIMUM Oa)
<br />3
<br />3 1fY
<br />3•
<br />3
<br />3 1/Y
<br />3
<br />DWAINE R-W etat
<br />3
<br />N tfs'
<br />3 t/Y
<br />3172
<br />J x/R'
<br />4
<br />ACIUAL ON DOINiCE ED.)
<br />HIOTOR
<br />1
<br />-
<br />.-.L
<br />2 ifY
<br />Odf
<br />5.'A
<br />_
<br />-
<br />D50
<br />60 -
<br />1.
<br />s l40
<br />"nl SPACINGS ONLY VAUD WHEN SPACER IS USED. SEE H{1 FOR MAX. A.S.O.
<br />DESIGN LOADS & MAX PANEL. LENGTHS WHEN SPACER iS USED.
<br />MW
<br />/1 A
<br />A$A DESIGN LOAD
<br />MAXINIM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />8'-6'
<br />> 40 PSF TO 50 PSF
<br />6'-2-
<br />> So PSF TO 60 PSF
<br />5'-10'
<br />A MAX PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS
<br />WJ SOLID SET ANCHORS & W/ " SPACER AT 12 1/2' D.C.
<br />FLORIDA BUILDING CODE furor
<br />INSTALLATI!2N DETAILS
<br />FOR LiFE SAMY PANEL
<br />INTO POURED CONCRETE
<br />OR CQ CR RETE BLOCK STRUCTURES
<br />1/4'0 TAFK:aN _ POURED
<br />1
<br />iJ,-r tAPGtON NG PWREO
<br />,
<br />i/4•f TAPCON__.,_v.FYTURED
<br />OR
<br />ANCHOR O 9" O.C. 1 r- RETE OR
<br />'. CONCRETE BLOCK
<br />M IRIE)..(�}
<br />Alen
<br />O 9' 0.0. NCREIE OR
<br />% CONCRETE BLOCK
<br />REOUiREO.
<br />ANCHOR O 9' O.C. [
<br />f' CONCRETE BLOCK
<br />f REQUIRED.
<br />"
<br />1 i
<br />7f4'r-A7 i alSndiz_8 O GLASS. I T/s`s.2a1'
<br />,. 80.T5 w CUSS IL __ .__ __ _ - _ . .-__ BOLi5 W
<br />Ok
<br />wiB I AT ka.
<br />-
<br />k I
<br />1 LaLm oA� ?-� ' d I
<br />L---_ _____,
<br />"EL Wx 'L" MAIL
<br />p t17N4iki .__._._-... -._.. __..__ _. PAN0. LkT4F37}!
<br />1 PANEL e 9 T
<br />.. ... _.,_..-s (SEE ELEVATKM B (SEE EfEVAl10N
<br />ON SPINET 12) 11
<br />A ON SHEET 12)
<br />-SEPARATON I 6 1 i
<br />TO GLASS. 1
<br />LL i
<br />1 I
<br />1
<br />f.0.w I Ep.w I €j
<br />I e a I O iY OC'
<br />1 HNC �
<br />` 1/4'I TAPCON� ' +/4Y TAPCON
<br />AFM:HOR O 8" a.C. ANCHOR O 9' DG
<br />t�IXfISTA4_G_�POURED CONCRETE OR I EXSDNo POURED CONCRETE OR
<br />CONCRETE BLOCK REWIRED '-CONCRETE BLOCK REOU9RE0.
<br />SECTION R-1A _
<br />0 REGULAR PANELS
<br />WWAL MOUNTINGS
<br />SCALE 3ja-T-
<br />V.e
<br />PLATE
<br />REQUIF
<br />St1EE75 I$ t 76 ANCHORS
<br />ATidMOR lYK
<br />t/4'e..-
<br />TAPFtiH
<br />ITE NST
<br />FOR INSTALLATIONS INTO
<br />wow15 M in
<br />WOOD FRAME 6ULAtNOS.
<br />MRNRR ANCHOR SPACINGS AO MINRAAM
<br />MNAIIM. mom
<br />*=
<br />hnKld% Oa)
<br />3
<br />WM
<br />COOT B9:TAA76E ARE 1No1DATED ONLHB
<br />30HEOULE FOR ED LESS it" osco lED
<br />ON SCHEDULE REDUCE ANCHOR SPACING
<br />9eTeAK. a.EU
<br />I-OmiaR4 9PM, D13
<br />3
<br />BY MitLmyRG SPACING Smusim O,
<br />SCHEDULE BY THE FOLLOWING FACTORS.
<br />AORft m� Dslw�
<br />I�
<br />FXL70R
<br />FOR THE OPR4TON TO BE POSSIBLE.
<br />REDUCED SPACING 05TAAED USING
<br />FACTOR IPMUL TILT BE Iffi THAN
<br />2 1M.
<br />a61
<br />p
<br />O50
<br />MRNMW SPACING tNOICATED FOR EACH
<br />ANCHOR TYPE ON THIS SCHmtu-
<br />-
<br />3 1 •
<br />-
<br />MAX.
<br />.ENGTH
<br />IMMON
<br />ET 12)
<br />WALL MOUNTINGS
<br />SCALE 3/8-1-
<br />1. INSTALLATION ARE ONLY VAUD FOR MAX. AS. .
<br />C
<br />DESIGN PRESSURE RATINGS (P.a.f) AND PANEL
<br />LENGTHS AS PER ELEVATION ON SHEET 12.
<br />2.. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC
<br />DENSITY OF 0.55. OR EQUAL
<br />2'K4'
<br />PLATE
<br />REQUIF
<br />STATE OF
<br />F
<br />COR
<br />H A!/lFM41Y111
<br />PE.. WAAK:ss uRE,,WTE
<br />ox
<br />NATION
<br />E7 12)
<br />FLORIDA BUILDING CODE Nan High VelocityHu on. Zone
<br />oism TLI= Ric' 24 GAGE GALVANIZED STEEL STORM PANEL WaI,.
<br />L f� C O Amr- GLOBAL PROTECTION PRODUCTS. U.C.
<br />H9 a 6N01 He sim sm. 5, 1Lr�
<br />OWI7 Ft. 3A14
<br />i&--�� m mr ~ PwN6: (Is4)M6-7a4s. sAc (Ro-4�I-xre7 20-/75
<br />CA-0008719 .O�tw, ex .ism OPAANO �:
<br />3ER A Jr., PE w0.1M+2 s'W RIE[T II a Ia
<br />N
<br />O
<br />c-
<br />t1J
<br />Q)
<br />C 0
<br />O
<br />N
<br />U
<br />3
<br />N
<br />0-
<br />p
<br />.�
<br />CC5
<br />U
<br />to
<br />N
<br />p
<br />cu
<br />U
<br />O
<br />cu
<br />-
<br />•L
<br />Fn
<br />O�
<br />Q
<br />N
<br />Ca
<br />p
<br />O
<br />-+-�
<br />E
<br />,-
<br />p
<br />Ca
<br />>
<br />.0
<br />Cn
<br />_
<br />Z7
<br />a)
<br />�
<br />L
<br />O
<br />Q,
<br />Co
<br />O
<br />1`
<br />�
<br />N
<br />TV-*
<br />/Y
<br />_0
<br />00
<br />x-
<br />1�
<br />L
<br />xe
<br />v
<br />R
<br />W
<br />cc-)
<br />O
<br />CDL
<br />CL
<br />U
<br />0
<br />L-a-
<br />L) U
<br />'a)
<br />V
<br />LLJ
<br />Q
<br />z
<br />Z
<br />Q
<br />J
<br />d
<br />SHEET NO.
<br />SH 1.4_
<br />�- -TIC III 11 it
<br />11 1
<br />
|