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<br />f,I-IP PANL:4A,E PI LIS W iHUY�SCFCW � N:TE • I 6 `1/,: 2D+J,/+'45W. T,'8'..J; S:'ll CO DcNETR4rIGN a •: • WALL MOUNTING
<br />�_ -- - ', .4: 5"EWs s r'- c C .r 17.'. Lw :,cREWs o 6- 0C ./
<br />\ INSTALLATION
<br />'.+'
<br />4n 17) Wn -Elf
<br />WaaO CIATE PE:A; ALES. / THALKY.G N, I.taA,.'iN Nr !21 1'..' �. MIA
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<br />WALL MOUNTING P-A• ," ,"'N Em' ALTERNATIVE 2r'W _ Wrobo nut' RLo .R u a c H cE A
<br />INSTALLATION SJALE '/I'-,- P,AE REOU Lr V: RAI OP :ITN E_Ni
<br />ALTERNATIVE i "W BUILD -OUT MOUNTING
<br />GA:E I;. -' INSTALLATION
<br />I
<br />FLOOR TO CEILING MOUNTING ALTERNATIVE 4"W
<br />tmIIs r
<br />!
<br />N A:LAI:.NS ARE a:LI Y N EI x r, A ; L x:E,. _G,Les 1 INSTALLATION 4-AE ',
<br />P.AuTtlry..
<br />I: +650 - 51 ,.I Al" N' I S LENGTH.F TD s s1 r--- I `` 1 , .
<br />AL 7ERNATIVE 3"W
<br />D ER ((/j s.,
<br />,i, _. M1F FRAME CIIINS'R TI N +rUO. 4ENBf Rc IC Ft. l,Ot l- X. 'I -_ NN .. SCAN /4'-A-
<br />-.E N: .. W; S-ECII, XNai- ., OR FaN. _ S\P' /",
<br />\10ENS�''
<br />- _ FLORIDA BUILDING CODE High V.1.61 Hurricon. Zone)
<br />-
<br />�t -
<br />No. a ..2P2a 'a RCP ML
<br />.
<br />* E sF'E-: ^lu'I• Q I P
<br />rE� wu Rtwat4C R ((jjttt ; r nur N.a (l InP •. ? er . *- : 20 GAGE GALVANIZED STEEL STORY PANEL I,
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<br />14P a 90TTw W.uN,N;.'s 'AN O" I„MDI.0 N AN,. CONO[1TDN & ANCHOR LOCATION S'7JJ 1. LEN��`! / 2> XW p 20- t 76
<br />P•,oNL Nw .a. GAY r s.
<br />< ,,,,,, .� r IaIM ,pgq_,],p,
<br />F 'V I AN NT.1-DI, SGVE / ' . 1' 'AA+/NN, 111144.•] 1 +1PCe . <NFI r v mr iAMNX.G ,NI
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<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p •.f.) AND CORRESPONDING 1/4, 3/4, 4/5, 5/5 & 6/5
<br />MAXIMUM SINGE IE PA_NELMLENGTH "L" SCHEDULE ONLY FOR REGULAR STORY 2/4 I W/6. 2W/6, 3W/7 & 4W/7
<br />PANELS INSTALATION INTO POURED CONCRETE CONCRETE BLOCK k WOOD (t) _3• MAX ANCHORS (SEE504MLE ON 3' MAX
<br />1• MIN _._ SHEETS 9, 10 aIt) - 1, Mal -
<br />SINGL PANEL4(Tb IT„NED NNPML-PANLL5. 1 RESTRAINED-AI.EACH _ --
<br />ALIOP 4Et B4iTON END WITH TRACKS 3; o ___ o -_� _ O -- O I
<br />�LGs OOO� - -
<br />W1TH TRACKS _ 2) OR l * DIRECT MOUNTED AT EACH LND* D. M.. 2 3 4 I - I 1- T r - r - _ 7 - - - - T t °' i 1
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR "L-" (ft.) 0
<br />WJ(WWM 4.S.D
<br />CONCRETE tr WO♦OC1
<br />FP,.1) E RP,
<br />NSTALLA . 1
<br />-
<br />2O0
<br />12. 0_
<br />12'-O'
<br />250_
<br />12'-O'
<br />I1•-e'
<br />30.0
<br />1I' 8
<br />0_-9 --
<br />- .
<br />JS.D
<br />,0'-10
<br />W
<br />_ -
<br />10'-0•
<br />-.
<br />M0
<br />, -6
<br />941
<br />9-,-
<br />e•-9-
<br />500
<br />c-
<br />e .-,'..
<br />53.0
<br />a--7
<br />a -n'
<br />65-0
<br />8'-0
<br />Y� 4'
<br />70.0
<br />7•-8'
<br />7'-o'
<br />no
<br />7'-5
<br />6 -10'
<br />80.0
<br />7:-2
<br />6_-7
<br />95.0
<br />7'-I
<br />6'-V -
<br />90.0
<br />II 9
<br />6'-2'
<br />95.0
<br />_ -
<br />6'-9
<br />_
<br />6'-0•
<br />r000
<br />6'-3
<br />5-1I•
<br />P50.
<br />_ 6 -3
<br />-. 5 -9'
<br />S'- 7'
<br />1100
<br />1196
<br />-
<br />5'-5'
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR %-" (ft.) 0
<br />MAXMUM AS.D.
<br />CONCRETE tr WOOD
<br />GN
<br />PRESSURE RATING
<br />.4SIALATICINS t
<br />200
<br />I, ,•
<br />, -0•
<br />- --25.0
<br />17 to'
<br />-1,-7•
<br />-- MO _._
<br />10 O--
<br />- .' 9.
<br />_ 400 ----
<br />-
<br />I e -
<br />9-7:_
<br />__. _.
<br />43 0
<br />9 I •
<br />e T
<br />500
<br />-
<br />e 7•
<br />_
<br />II
<br />55 0
<br />_ -.,TOO
<br />8 J•
<br />7'-9'
<br />III
<br />7.-,.
<br />- - 65 0
<br />8' -
<br />7 2'
<br />-
<br />-
<br />n0.
<br />1-2- _
<br />8 B'..
<br />S o - _ ._
<br />7 0 ... -
<br />B 5'
<br />..___
<br />Q5 0
<br />7 0
<br />6 J' --
<br />0
<br />6
<br />B ,
<br />_
<br />950
<br />--
<br />B 7
<br />5 ,0"
<br />l000 --
<br />-.
<br />6 3...
<br />_ N 7'--
<br />..'050__. --
<br />-I00
<br />6 3'
<br />5....
<br />-_
<br />5,,
<br />r 7•.D
<br />- -TO-
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<br />MAXIMUM
<br />PANEL LENGTH
<br />MINIMUM SEPARATIONTO CLASSSCN@U'_E
<br />WIND SPEED 4 '70 ,P9 I WIND SPEED > 170 IT,I
<br />('n)
<br />UNRESTRAINED'. RESTRANEC VNESTRALNED
<br />-RESTPANE]
<br />30 OR LESS
<br />I' I I'
<br />1 6' 6 1/."
<br />>33 M 90
<br />-
<br />I, .0 TO 1.5
<br />I' 1' "-1
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<br />7 ,/2-
<br />1�
<br />- --
<br />7 1/2' : 7 IJ2'
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<br />- 1 7 ,/2
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<br />>145 T) 168.
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<br />1
<br />I
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<br />%�
<br />'
<br />1 I
<br />51'
<br />I
<br />_
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<br />I
<br />'UNBOLTED PANELS I
<br />'.! I I BOLTED PANELS W/ f N-20r1•_
<br />d
<br />(SEE SECTIONS AS
<br />I ) S S. N.S BOLT WJ • EA OVERLAP
<br />'0
<br />APPLICABLE) -
<br />(SEE SECT10NS AS APPLICABLE)
<br />.
<br />I
<br />I
<br />o
<br />D.M. 3 4
<br />O.O'
<br />• ;o.
<br />,�. -
<br />'..L - -
<br />-
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<br />,oI - E,
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<br />13 or -
<br />3*MAX -
<br />_ 3.MAA
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<br />I• YIN
<br />2/4
<br />I 1/4, 3/4, 4/5, 5/5 & 6/5 '- MIN_
<br />1 W/6, 2W/G. 3VI/7 & 4W/7
<br />_ ...ANCHORS (SEE SCHEDULE ON SHEETS 9, 10 BIT) -
<br />RE�U�R�T��M
<br />PANEL
<br />J I ELEVAT10�PANEL J I ELEVATION
<br />2.687•
<br />N.T.S.
<br />1/4• Mw GAP
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<br />(MIN O.f.RAP -1 WHOLE VALS
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<br />MINIMUM rm LL LLNuiry
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<br />II VIRLN
<br />MV
<br />LNV
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<br />TRACK
<br />ANCIi
<br />T TRA('x
<br />BOTTOM
<br />1
<br />WnGE
<br />C."OSIRES
<br />DIRECT MOUNT
<br />46'
<br />3T
<br />q
<br />35'
<br />%'
<br />1 50'
<br />50'
<br />.-� -----'
<br />'' 4 5°X1.5° STUD ANGLE
<br />-----i
<br />35'
<br />32-
<br />---
<br />32
<br />-"
<br />i 32 'i.
<br />�--�---
<br />.2.
<br />-I-
<br />1 38-
<br />: Na-
<br />- - - - _._-.
<br />$ i'r ,,RANCH
<br />-
<br />SS' �
<br />-
<br />32'
<br />-+
<br />'. 32
<br />I 42
<br />-
<br />67
<br />--'
<br />: 60'
<br />-
<br />fA'
<br />I1 I&AID-OVi ,,RACK ANME
<br />.- F50° _ -
<br />32'
<br />32
<br />, _ 38 _..__
<br />SO
<br />' So-
<br />56.
<br />, W SIDE CLOSURES
<br />i
<br />i4-i'�CN
<br />SftrAD-O,tT
<br />50• j
<br />32'
<br />1 32'
<br />38'
<br />60'
<br />1 S6'
<br />: 56'
<br />,J4'I•.Cm'-
<br />MAX GAP I 'I `: SECTION A -A 1'
<br />i N.T.S.
<br />NOTES:
<br />D(1) L. MNUMUN ALLOWABLE PANEL LONGER FOR A GIVEN PDSITNE AS➢. DESIGN LOAD.
<br />L_. MAX ALLOWABLE PANEL LENCTN FOR A GIVEN NEGTNE AS.D. DESIGN LOAD
<br />(2) PROCEDURE TO DETERMINE MAXIMUM PANEL LENGM
<br />GIVEN A POSITIVE AS.➢ DESIGN LOAD, OETERMNE MAXIMUM PANEL LENGTH 1.' FROM SCHEDULE
<br />-
<br />GNEN A NEGATIVE ASD DESIGN LOAD, DETERMINE MAXIMUM PANEL LENGTH 1-• FROM SCHEII
<br />FINAL MAXIMUM ALLOWABLE PANEL IDYnH IS EQUAL TO THE MINNEIM WfVMWED PANEL LENGTH
<br />BETWEEN •1.• AND 'L-'.
<br />(3) SEE SCHEDULE BELOW FOR MN PANEL LENCIM ION POROSITY QUALIFICATION .
<br />t wwAuATXXNS *(to w006 ARE EABTEII TO 195 PSI MAX. ASD. DESIGN PRESSURE RATING
<br />IS A5W S 6, I & ,I FOR MAX. AS.D. DES" LOAM A MAN PANEL LENGTHS FOR
<br />SPACER &A S USED
<br />t y' •
<br />I, S .-- g
<br />FLORIDA BUILDING CODE (Non High Veloci Hu icons Zone)
<br />* ., �
<br />0. 44167 - _
<br />o:cee o11ff°' -
<br />24 GAGE GALVANIZED STEEL STORY PANEL
<br />CR II.. .
<br />*:
<br />�� '\
<br />°'
<br />�I.
<br />TATE OF Le ' _-+ -
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<br />T INSTALLATION DETAILS FOR REGULAR PANEL(., ^�
<br />INTO WQOD STRUCTURES
<br />,
<br />T Mr F 7 .
<br />�_-...--_-' I SEPARATION I (1
<br />-i -!
<br />1 W000 ANCHOR -- I
<br />i ', I_ TO GLASS 1
<br />I (
<br />_ (SEE SCHEDULE ON I /'•, I/i I -;NI (SEE SCHEDULE I/ Y
<br />1. 5„jlfJ NCAD Ip(rs 1 ON SHEET 3) 1 � ss a0.14 w
<br />I I SHEET ") i '. 3;' 1.40.
<br />'
<br />j`(
<br />�- .1A.
<br />.I,p•oc 1 I-
<br />_I
<br />-_ (IMF
<br />jll
<br />I I I EXLSn "-1_
<br />1
<br />WOOD HEADER. _ ( 1 I PANEL LENGTH
<br />-I. ''Z' WOOD ANCHOR` 1 GIANTS 1 I SEE SCHEDULE
<br />I' 1
<br />REQUIRED -T - I
<br />E HF ON 1 5 C 5C _OJL_
<br />I JA• SL 111) ( OI 1 f _- i . ON SHEET 1 EON
<br />SPACER
<br />' f
<br />I i1/Y, , . OI 1 I SPACER ' 1 !1 CAI.
<br />- L - 1
<br />I _ i 1 1 1 LCNG'H ] I r MAX.
<br />! _- r . - WOOD HEADER I I, E '
<br />_, , ! I I 1
<br />I -
<br />1 Min I' I REQUIRED I NA I ( EO I-� _ -_--_
<br />I- t ,-I I "-' - - 1
<br />I I `� 'i Eo -_'-_ - -
<br />I _. i A�
<br />1 _' I ,' MAX. LONG ALUMINUM SPACERS O 11 III'
<br />1._ i__ i I 1 �D.G
<br />1 I I _ 1 (SEC THOLE 11 ON SHEET 11 }
<br />1 I 1 E
<br />1 Mir. S£C NOTF. •' BELOW FOR LIMITATIONS 'OR
<br />I (, i i
<br />I SEFnRATlON ,L, MAX, ; ; I I 1. uAx i ! t 1/2- LONG SLEEVES.
<br />{.. 0 DUALIST 1 PANEL LENGTH I I C PANEL IENGiIr
<br />1 I
<br />(SEE. SCHEf7Ji[ I (SEE SCHEDULE I 1 C (SEE SCHEEL IF I _
<br />ED ATE
<br />RSI
<br />ON SN 1
<br />j 1 ON SHEET 3) i I ON S+NCCI J) 1 I 1 Y SHEET 3)
<br />PLUS
<br />CAE7ET 11)
<br />I/, t. 1 SEESEFESCNEDUtI ON
<br />II
<br />Y ss IAxrs W,© 1 1 '
<br />1 ) ) Al 4 oJow Min 1
<br />1 ) - D (LK FOR Fp.AL I SEPARA IO d
<br />i
<br />i 1 IDGN Pont r-p•7 EXISTING WL 7 TO GLASS I 2'.4" WOOD
<br />LLA55NG 1 I" , (SEE SCHI1 t I PLATE REQUIRED
<br />I ON SHEET 3) I IH
<br />i i 1 1 1 DIRECT MOUNT W/ SPACER 0
<br />1 i I`
<br />i I r ALTERNATIVE 2W'
<br />Y I (. - `; I 1 I f 1U SCALE 3/8.1-
<br />1 I SEE iAEtLF /I ON SHEET T1 FOR MAX. PANEL LENGTHS tr
<br />I 1 50R I -- 1 O ,2 IJF O.0
<br />I or L " I MAX AS.O DE54CN LOADS FOR THIS WSTALUnON.
<br />, ,
<br />pp. EG
<br />, 1 .... I T J - -
<br />, ; -C. I it I
<br />.__- 3J4' I �O 12 +/1' OIL Ct , �i-__i
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<br />I- -S I 1 I . I... *ODD ANCHORS * * Ib IL
<br />ED .. _A I 1 I STAGGERED IN/ STUD '.
<br />I
<br />._ I SPACER M /MY K 1 1/2• LONG Ir:
<br />1. ___ I I (SEE SCHEDULE ON
<br />%��i� L{ -.__ _. __.. ....__ I. THEFT 11)
<br />-LJ I *Nm, __ (,) MItTAIIATOMR t 10 A fXZ STOR. BWI.GRIDS W. 1>'-0'
<br />2'.4' WOOD (THIS N A IRS11tlLT.G1N TROY AM'
<br />.�_.�_
<br />PUTT REQUIRED I �10 1�n t]AOI[NRr RlprAfEO °N SNFiT 11).
<br />WIx10 ANCHORS
<br />I.
<br />I• WL 5].➢MATGN TG MASS 1,JDICATFO 1 ^'K4' WOOD I
<br />STAGGERED w/ STUD I {j
<br />OR SKEET 3 WY K REDUCED TO 1/4' AS U) AWC.G.6 GOING 1,NIpJ COrI'OlNflfl M IPAN4 WR rl'31AE O ON,
<br />(SEE SCHFOUtr ON I LONG AS TIE FOLLOWING CONOTIONS ARE I._ PATE RE1UIRED I.-M NATE PWS) 94ALL K SPACED IMALMUM AT 8 VILT G.C.
<br />A IRSn.CTM FROM ,2 i' MC SPACING ALLOWED ON
<br />I i SHEET -I, L WPM DENS Isn
<br />i (1) NAMANY ASO OCbIGN reESHEET, °) S9URE
<br />" RATING 6 .w. -0 ....,. (3) MAX 24 GAGE FA EL IDMQTH S LIMPED TD N• AT AN/ OPENING
<br />..I ITi16 6 A RESROCTI MO, LARGER PANEL LLNGIIB ALLOYED ON
<br />TIE) FruI m State, PAMO UENG'1' to WALL MOUNTING/ DIRECT MOUNT SORDUUL w¢ 11)
<br />7z
<br />MOUNTING (3) 5•I• aM OL M PA6TALLATOr, 4 OKI ALTERNATIVE 2W (4) 1 1n• LONG SPACER cDIMPaETAI IAA tl u1 K A5 .ND.•<nm ON
<br />SCALE 318-1- BEET 2. INSTALLATION orI In' LONG .PACE! a ITS ONLY
<br />lJ4TERNATIVE 1 W Arm AN ExaITING .boo FRAME WINO CRUD FLIT WO ]ORB 1. 2 AND 3 Rf DFrER1TL eY ASTY
<br />ALTERNATIVE
<br />SCALE 3/8-I• (4) WSTALAVON VALID C'KI FOE. WIND (-,NI ONNOMO AND THE 2a70 (TWA (OPTION) or IHE nbft"
<br />B1E➢NG FAGQ
<br />2D 1. 2 Is PER ASTI ( ]111MIIr
<br />00,
<br />L4IE5 �. ' ✓ %
<br />''.9
<br />3� ��CENSF s FLORIDA BUILDING CODE Non High VelocityHurricane Zone)
<br />1 INSTALLATION ARE ONLY VAL'O FOR MAX. A 5 p t c)mP %'Eta, WC 11 NQIC__FOP COMBINATION _QL.5ECTIDU - N0. 44167 - 2t GAGE GALVANIZED STEEL STORY PANEL
<br />R -
<br />'SIGN PRESSURE JR RATING E AN A. ' 1 LENGTHS
<br />0_ ESS E G s AND P NL_ _LNG 5 PA.N C ) r
<br />P -
<br />* =
<br />TOP & BOTTOM MOUMINC.S CAN Bf 45 PER SCHEDULES ON SHEET 3 (EXCEPT •OR 1 - _ or/n/]G2o
<br />- -` STATE OF -
<br />To 1' GLOBAL PROTECTION PRODUCTS,
<br />COMBINED IN ANY WAY SUIT ANY AITERNATE 2W') LLC.
<br />%-I". _ - !l I1. ECOENe. \ w1[
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<br />INSTALLATION '.O,M`'" F(ORID>` . ..' nun RSYiNE tr ENGNEER,ra COMPANY 4Im S. >1 STREET
<br />2 FOR NEW WOOD FRAME CONSTRUCTION. WD00 ' L+I- r m IrArI• RNIIRw, n. mA GYne. n. .31.
<br />�ff,� 20-175
<br />„'%"'i7mi'n1_Iso I-.uo67 en_IMI n«uA. (w7ae.-1>+>. rAE Ep>a7tlpp-eTp,
<br />MEMBERS 70 BE SOUTHERN PINE No 2, W/ SPECIFIC -9rA 1S/ N� ._.a
<br />Goo.",,o, - 0A4 . O ro
<br />DENSITY OF 0.55 OR EOUAL. rAAEY. I�TwE/aR lf_
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<br />GENERAL NOTES ,C) IQ
<br />Nun Pert . As .t R♦asry A _2 wan _4TR0P1 yyrt3e} .X'5LNG_Krdti1_MP1. `.PLCIF'c Ii3AVI:T. '� - -Q- HEN,_
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<br />STORY PANR $NowN ON THIS PROOt#.'T EVALUATION DOCUMENT, (PLC.) r1A5 BEEN VERIFIED FOR CGMPWA.N^E P, ACCOFDAC I; 1•. IAPCCN ANCHORS AS MANuFACIUREL, BY IT W BUILD' I_ INI
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<br />VELOCITY HURRK'.ANE ZONES (YIAN1-DAD{ / BRONARD COUNTIES) "'A'. LK. SCREWS I'EA N O S
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<br />15--'I
<br />rl-i
<br />WOOD ANCHORS
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<br />(SEESCHEDULE ON
<br />$MEET it)
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<br />WOOD ANCHORS -
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<br />CEILING AND FLOOR MOUNTING
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<br />WOOD ANCHORS
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<br />SHEET 11)
<br />FLORIDA BUILDING CODE (Non High Velocity Hurricons Zone)
<br />."K, 1XTMII. +c
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<br />SHEET NO.
<br />SH 1.3
<br />
|