|
on draw 1. s •`
<br />mSW4
<br />t>I)KOR"T Aw"m
<br />sear M • N .
<br />WALL AND FLOOR MOUNTING INSTALLATION FORS • ' .
<br />SPLIT PANELS
<br />W,6wg/at p A,
<br />"-" r'A� ) y) ra w Nwf
<br />• 1;- -9 , e m t-.•mowAl*
<br />�• ia. a aaROw _ - - -- I - - -
<br />NU LNN
<br />InAta,R ,.
<br />irw ve, i w'OLon
<br />_44e/,wTwYrol� 1 I11 1
<br />•e �, r.�,vwY ALP/•'
<br />1- .__�•__- -wP 'at a ,sue1/.-
<br />MAIM
<br />1 2' x Falm 1Roa
<br />t� 2 a M YID ti/
<br />STALE 1/41-11
<br />ON a
<br />Wet a,r°V°a)
<br />MULLM SCHEDULE
<br />"m MULLION
<br />S m (F0 •
<br />REQurED MIn
<br />YUK WA4mN »
<br />2- . 3' . 1/r
<br />4'-d' TO 3'-r
<br />Y . 4' a 1/a'
<br />Y x 4- x 1!4-
<br />a,oT Arnalr/ \ /
<br />Ian II TsnoM2 ,.
<br />tAtIA 4 • M ��J-_ SKOT • Sp C- AUp p
<br />• I1P TO i'J6.OFOgR AS_D,)2.O pP.f PRR41RF RATMo
<br />SECTION 1 » fMA�LMYMal�slo� NiENcili 0M1[M CD
<br />SORE 3/9-t•
<br />ROTE: MINLLION EIN ALSO M6TALIFD r/0 StORV PANDLS ON TOP
<br />m 6r7TTOY 5tl TINT n IS LOGTED AT TOP OR BOTTOM OF OPEAR4
<br />{ONE PANEL OPENMD W/ TUBE TOP k Borrow)
<br />1 (
<br />: aoM , / �---�.
<br />.ANCM • ree aMAm4r a w a1u0
<br />' ,
<br />�t� I
<br />�� I �� I i
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<br />1 I � l ..
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<br />® \
<br />1
<br />\ SPLIT
<br />STCRI fl fIfVAT([fM
<br />�, Y_y
<br />We
<br />SCAM
<br />INSTALLATION
<br />INTO
<br />DETAILS FOR REGULAR
<br />EXISTING WOOD
<br />STRUCTURES
<br />PANELS dt
<br />Ia aMIM Yaa KaeWl�"��' -
<br />(�aF•,P 41aN
<br />- ,/f• W IMOa •fir aL
<br />aAW W WsetsBYRPY�R
<br />(!' 4 _
<br />w W Neste. r oc •/
<br />''- ,/r. w Ftww • r s4. a
<br />- ..w..iMWss-w ... IMm,
<br />r-" y,I
<br />olu�iwre tam wm.
<br />, 1 Fomiam1ORa"nN
<br />_ _ • KtWwMP v am,r.agwrA.
<br />• �'�
<br />� � �� -
<br />- IA�i+�•,A"i•1 a R' Rat' "
<br />I•n,R a
<br />mess I,a,RR•
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<br />im
<br />i
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<br />• i _
<br />le GAN.
<br />E
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<br />,HALL
<br />I i f
<br />~
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<br />i
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<br />SfY/E_ 1/4• - 1'
<br />M �ri r% at I r �° ' Y►' •om aml 1
<br />�� -,
<br />d i rla,m� w IR•M Aaa,ADAua® � i
<br />,Q�4!
<br />IMSTAI I AT1ON - ALTERMATIYE 1 W �
<br />IN •lWb • r ...
<br />, , W'i. nP""+Y. m
<br />M a MAT[
<br />r Lw PrOa • r • - -
<br />_ _ - . , , r r, „F,Wern _ - -. -...
<br />•P• naw,w - ._ ._
<br />SCALE: 1/4' - I•
<br />CEI I/IG Nt F1110R MOUNTING WALL PLOOR MOUNTING
<br />WALL LINT
<br />IMESTu E ATN3N - AL MAUVE AW INSTALLATIONS - ALTERNATIVE SW
<br />(SECTION AT TOP IS LASTED TO +SS6-67.0 MAX. SORE 1/4' - 1-
<br />INSTALLATION -
<br />AflVE 2W
<br />A.S.D. DESIGN PRESSURE RATING)
<br />SCALE 1/1• - 1'
<br />SCARE 14' - 1'
<br />/
<br />VI. (1W1I I
<br />m•w,/II•aC i�
<br />rr m aRo,
<br />•- ar ANWm
<br />P F,m1 r1•�
<br />..
<br />/�r,•MaCSWa•-
<br />•OOKaa Fe� ,Pe Raol
<br />NA�
<br />fLDON IIOIIN1m
<br />INSTALLATION - SECiOOM 4AW
<br />SCALE. 1/4- - I-
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.O. DESIGN LOADS
<br />UP TO -72.0 AND PANEL'S LENGTH UP TO W-8•
<br />�a��.••"••••�%
<br />•' •'��
<br />FLORIDA CODE Woolly Zom
<br />+55.5, P.s.f.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />ZT•-y1; JCENr7*
<br />BULLDING N(h Wu one
<br />egos A1Em MNc20
<br />PINE N0. 2. W/ SPECIFIC DENSITY OF M55 OR EQUAL
<br />=E No.:
<br />GAGE GALVANIZED STEEL STORM PANEL
<br />NOTE FOE COMBINATION OF SECTt13HS:
<br />s ST
<br />�7 GLOBAL PROTECTION PRODUCTS, LLC.
<br />TOP k BOTTOM MOUNTINGS
<br />TO SUTT ANY
<br />'6AA
<br />A DASL n 333M 20-176
<br />13R• i. « Tr •Arr •nreN n ww F101E: [a,4km-Tw. FNc Ma)m►aN7
<br />COMBINED IN ANY WAY
<br />INSTALLATION.
<br />ISS�O
<br />ryryFm I
<br />.n•. tlPl MA-H , OP •n-Lan w r •w r MIANC W
<br />,tYLTq w TLUT'Jr., r.E rHr T6IOT to r O
<br />MAY_IMUM A.S.D. DESIGN PRESSURE RATING (p.a.f,) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "L" SCHEDULE
<br />(Iron DIAL, tryst mass -6.m als Yvmwe P4•t •ea.•r,• 1 MM, ,n eN u,CstR • A w AI
<br />MATORM SSA.
<br />D ,L W r r
<br />Al,w
<br />lgxt a
<br />To at
<br />PLWEL
<br />OtPOnRP
<br />A3,RNp1BL�
<br />6 wr
<br />.SSA. -72A
<br />r-S, OR Los
<br />2 1n-
<br />U NIN LIM
<br />, YM a A 7
<br />•53A -72-0
<br />.7'-r m r-A• U..
<br />2 3/4-
<br />RMBOL7ED
<br />I TMW 5 • T
<br />-MO. -Me
<br />W_r to IV-2' Na
<br />2 11r
<br />'
<br />6
<br />.43A. -4Ao
<br />12'-V m LESS
<br />3 ,/2-
<br />• AT fNE1BlPf "�M
<br />A a • ,o
<br />• WILTO r/ 1/410-20i' SS. sly A WNW A7 WDIIAP • MMJ) NH O PAWL
<br />IY1LD ONLY FOR PANSISMe 0MISIM,aTrIR At PER �LTIOaS 1 THI) 7- ON SNEr1s A • M
<br />%VM" AS.D.
<br />ors"
<br />PRESSLOtE
<br />M r)
<br />wx wM A emm vitam I" Ea - 3 ,/r
<br />APPUCA" m
<br />aeenow; P k i Monism nwBL
<br />W IO-
<br />OF � i TM 1• tn•1
<br />Dralof
<br />CF D6•-GRIP
<br />gUMMI,
<br />pwdxm DC Few O
<br />PAM MATE PLa
<br />m OOK em
<br />To
<br />m comoca a
<br />To
<br />to Ca„otaR
<br />To
<br />ONNaKR
<br />TO CmOiTE
<br />�
<br />m 00.0"
<br />TO
<br />n
<br />SLOOK
<br />IF
<br />NI
<br />N/A
<br />N/A
<br />r
<br />M/A
<br />1•
<br />r
<br />MIA
<br />WA
<br />r
<br />r
<br />r
<br />e'
<br />4r
<br />r
<br />t (WnoM)
<br />r
<br />N/A
<br />N/A
<br />WA
<br />a'
<br />%/A
<br />M'
<br />WA
<br />IF
<br />IF
<br />WA
<br />WA
<br />WA
<br />r
<br />N/A
<br />r
<br />NIA
<br />S'
<br />WA
<br />2 (BOTTOM) I
<br />+3S'_S, -12A
<br />r
<br />N/A
<br />WA
<br />W.
<br />e'
<br />NIA
<br />/
<br />r
<br />N/A
<br />6'
<br />N/A
<br />3 e . tTaP) t r-s• an uss
<br />oI � •n
<br />r
<br />r
<br />WA
<br />N/A
<br />e•
<br />a'
<br />r
<br />v
<br />r
<br />r
<br />3 (W-Ge)
<br />r
<br />N/A.
<br />WA
<br />N/A
<br />6-
<br />N/A
<br />6-
<br />MIA
<br />a•
<br />K/A
<br />7 M
<br />IF
<br />8
<br />N/A
<br />WA
<br />r
<br />e
<br />r
<br />6'
<br />4 A 7 fBO+TGM7 b
<br />N/A
<br />M/A
<br />12 1/2•
<br />• 1/•'
<br />,2 1/Y
<br />6 1/.•
<br />Tip-
<br />6 1/r
<br />6 ,/•-
<br />6 1/4'
<br />3 (tw/marro )
<br />m son W k I I I" MONOIS Tm a woe" FAR PENLLAAaw Mm Wm (MIRE BIAOMY
<br />~a AIK310t SPACOM AND w SOX OLSYANR AR MDICAIEO m tM6 lilamlLE FOR EA- LESB
<br />WPN POPATO ON sallau am= APOM SPACING BY INLMI.MM BLWCPM sow on 50,m" BY
<br />DIE FBLLOMS FACIM FOOT THIS OFOLA710I m 6E POmw RWLM aMCMO OMMO Wm FACTOR
<br />Pat NOT N {EIS 1 YINrm r'AC11N Wr4YJLo FOR EACH ANCHOR rVK At ANCIDR9 ,SGEAA.
<br />71Mt
<br />1/4-•
<br />rPC,e
<br />1/a••
<br />O<aV-�WIF
<br />Ile.
<br />In1
<br />1nS1
<br />Oru-w
<br />I/r•
<br />fusQ
<br />m" mom. rWOn PJ
<br />3
<br />3
<br />]
<br />]
<br />a r/e
<br />J
<br />••,3M3•NfA ;n.wr P.)
<br />3
<br />1
<br />!
<br />s
<br />1
<br />3 ,/2
<br />RAH"] •t a yr OJ
<br />3
<br />3
<br />3 ,,*
<br />' ,.*
<br />3 ,R
<br />OUL n � umm
<br />IBD�R
<br />I/Y
<br />x
<br />ss
<br />y.
<br />rm-
<br />31
<br />,AO
<br />,m
<br />A.m
<br />,/4' LONG swm &JIWC W/
<br />+HY-70id- SS wi • e 1/r O.C. FOR
<br />Run UNGIHS UP to r-0• AND a In- OA.
<br />j FOIL LDOPIS UP m r-r It— 00 N,•-10
<br />M1E3NA7[ f91NE 0 OR PANEMNIE PtUb a
<br />-
<br />-
<br />t�1l 13 1 0. C. wrrM , I1. W. TSWACC
<br />_
<br />,� TXIN m NEAOErt FOR ALL I0cm -
<br />B-e'-
<br />1 i
<br />T'lluil,
<br />1
<br />i
<br />1 � 1
<br />1
<br />I
<br />N
<br />1
<br />I
<br />vame
<br />1
<br />SEE Sc1ED LE
<br />ON SHM 4 ; r
<br />S AK"
<br />TO PLASS
<br />E0r
<br />Enl
<br />1/,' 10.. 3/r LONG &UM BV9M0
<br />W/ 1/4'-Md• S.S WA a 6 1/a• OC
<br />Fm FAIR U DBMNS UP TO 5'-0• AM s
<br />,n- OC Foe umrel UP m r-r ,AN.
<br />Y i I OR N14-10 PANUAYOE FOWE D on
<br />PVO MTE PLUS a t2 '/1- 0. c. ver" 1
<br />TKV*= PDVM%I M At
<br />wOWOtN r EYHIwm sm PULE MDR
<br />ILL LOmRw II m r-.1 Ma.
<br />ALTERNAIM IN
<br />SOME 3/6-1•
<br />INSTALLATION DETAILS FOR REGULAR PANELS CI) & CIA
<br />INTO EXISTING WOOD STRUCTURES
<br />�I, -i/�•1 �saMW! • r p.0 R/ . 11� �'1S
<br />to WWBAmScmFWE1MD1011
<br />omdlNO w7o1D.-,�''""- , .•a- µAL I I{I. �i
<br />t E01
<br />3 aFr. E.
<br />I )
<br />,
<br />1
<br />'! Wom .WAow 1
<br />Rm„BLo I WPm AOBOR meow,BIDER
<br />i 1 � 1 maAlm �• +mtF.m
<br />ALE<WAI� �4L f E IW
<br />1 ♦'x pL1��ME/� .33y
<br />F &ME 3/5-1' SCALF�3/6.1-
<br />TD GLASS i T SRya # 1
<br />1 EO+ EC
<br />1 EOiL_. uj d
<br />E01 EO i''
<br />EO� � .t - 1_
<br />' Tao• •- esm ^.m
<br />E01. Yr Rmuma
<br />4 0••. •NO w r of
<br />/• . w Pex3w . r on r AI TEQMATIVE EW ALTERNATIVE aW
<br />..---, A`R IAw ,TeRAaeo
<br />' 2;.•'«AR '; . wmWM r PLAu SCALE 3/6-,• scuE J/D.,'
<br />NOTE : SMUTWR TRACKS HOT SHOWN FOR CLARITY
<br />IBTEST
<br />1• INSTALLATIONS ARE ONLY VALID FOR &RLD1No5 WITH A.S.D DESIGN LOADS
<br />UP TO +55.5, -72-0 PSF AND PANEL'S LENGTH UP TO 8'-6'
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />TOP A BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />BUILDING CODE
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p a•f•) AND CORRESPONDING MAXIMUM ANCHOR
<br />SPACING SCHEDULE FOR REGULAR STORM PANELS � A 9 INSTALLATIONS
<br />INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES
<br />twILIO ONLY FOR P0#d15 ri)k QINSTALLATIONS AS PER SECTIONS 1 T16N 10. Doi SHEETS 4. 3 k 6)
<br />mmoo Y moos smoo m tot SA . 3 T/r "
<br />ALSO. OFBLm
<br />IPKOK
<br />CF TM-G6P
<br />CARPI
<br />P/NELMAIE nDmi m
<br />PNd&MTE PLUS
<br />sow SET
<br />ANIUCAMILE TO
<br />SECTIONS 0 k
<br />MAN" PANEL
<br />PtWSAIIE
<br />M,SU
<br />(W.0
<br />ro twlDa E
<br />m
<br />a711oK/[
<br />BLDCT<
<br />m Cm nm
<br />m
<br />mmmm
<br />BLACK
<br />ro cmcimn
<br />To
<br />CONCRETE
<br />at=
<br />7o eoNGETE
<br />m
<br />caMLTRnE
<br />BLOCK
<br />to Comemm
<br />TD
<br />toNaETE
<br />BLOCK
<br />To memm
<br />m
<br />comemm
<br />BLOCK
<br />ANY f-0NBMam
<br />of NIm
<br />umm. 1- 00
<br />6•
<br />N/A
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />6'
<br />N/A
<br />6-
<br />N/A
<br />N/A
<br />N/A
<br />1 (TOP)
<br />6'
<br />A.
<br />N/A
<br />N/A
<br />6•
<br />6"
<br />6'
<br />6•
<br />6'
<br />B•
<br />NiA
<br />NIA
<br />, (BOTTOM)
<br />6`
<br />NIA
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />6•
<br />N/A
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />6'
<br />WA,
<br />N/A
<br />N/A
<br />6•
<br />N/A
<br />5-
<br />N/A
<br />5'
<br />NIA
<br />N/A
<br />N/A
<br />2 (BOTTOM)
<br />55.5, -72.0
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6-
<br />N/A
<br />r
<br />N/A
<br />d"
<br />N/A
<br />N/A
<br />N/A
<br />3 k 4 (TOP)
<br />>7'-S' TO r-W
<br />OR LESS
<br />6`
<br />4'
<br />N/A
<br />N/A
<br />B'
<br />r
<br />6•
<br />6•
<br />6'
<br />6•
<br />WA
<br />N/A
<br />3 (BOTTOM)
<br />B'
<br />N/A
<br />N/A
<br />NIA
<br />6'
<br />N/A
<br />6•
<br />N/A
<br />6•
<br />N/A
<br />"/A
<br />N/A
<br />7 (TOP)
<br />B•
<br />A.
<br />N/A
<br />N/A
<br />6-
<br />6•
<br />6"
<br />6'
<br />6'
<br />6'
<br />N/A
<br />} N/A
<br />4 k 7 (BOTTOM)
<br />N/A
<br />N/A
<br />t2 1/2-
<br />6 1/4'
<br />12 1/2'
<br />d 1/4'
<br />6 1/4'
<br />6 1/4'
<br />6 t/4'
<br />6 1/4-
<br />N/A
<br />N/A
<br />5 (TOP/BOTTOR)
<br />SOLO, -53.3
<br />N/A
<br />N/A
<br />12 1/2•
<br />5 1/4'
<br />12 '/2•
<br />a //4•
<br />6 1/4-
<br />6 1/4"
<br />6 1/4-
<br />5 1/4'
<br />N/A
<br />N/A
<br />6 (TOP/BOTTOM)
<br />'-6' TO „'-2-
<br />56A, -710
<br />N/A
<br />NIA
<br />6 1/4-
<br />N/A
<br />6 1/4•
<br />N/A
<br />5 1/4•
<br />6 1/4'
<br />B 1/4-
<br />6 1/4-
<br />N/A
<br />N/A
<br />6 (TOP/80770TA)
<br />'-6• TO 11'-2'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6 1/4'
<br />6 1/4"
<br />6 1/4•
<br />6 1/4-
<br />6, 9. 10 (TOP)
<br />43A -480
<br />6'
<br />4'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />a"
<br />6'
<br />6 1/4-
<br />6 1/4'
<br />a (BOTTOM)
<br />12
<br />tM IFS
<br />6"
<br />4'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />If'
<br />6•
<br />6 1/4-
<br />6 1/4'
<br />9 (BOTTOM)
<br />-4' OR LESS
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6 1/4"
<br />6 1/4'
<br />6 1/4'
<br />6 1/4"
<br />10 (BOTTOM)
<br />SEE WHIM 1a 11 AID it 11x1 ANCHORS 1m A SPACMW FOR IRSTALLAIICN INTO WOOD FWAIE DAaMa
<br />wkwm ANCHOR EPAC/AS AND imme" EWE O6TANCE ARE •WICATED ON Tl$ SCHEDULE FOIL La LESS
<br />INN .10"T A ON SCHFDUE REDUCE ANCHOR SPACNO W "IPLTPo SPAGNO SHOWN ON SOEOULE a
<br />HIE FOLLOWING FACTORS. IN THIS OP RATION To BE MMlME. REDUCED SMAWW OBtAINIO USMO =ACTOR
<br />SINLL NOT BE LESS TWA MIIRMN SPACRIo emOATO POR EACH ANOW "M At ANCHORS LMO.
<br />AHEM M TTPE
<br />,/4'a
<br />tvcm
<br />1/41
<br />OF TAP -re•
<br />In-•
<br />s
<br />,/••.
<br />Tn'-
<br />,/4y
<br />_IM6WIE
<br />PUG
<br />--' -
<br />OWx-M
<br />--
<br />WotD-aT
<br />,•, ac.0 VACM OU
<br />3
<br />]
<br />]
<br />3
<br />2 1/2
<br />f
<br />14•AINI 0•s,W aNr QJ
<br />3
<br />J
<br />s ,/e
<br />3 1/a
<br />] An
<br />ACRIR fL N� NOW
<br />► At
<br />T 0 E
<br />, t/2•
<br />as
<br />]►
<br />-
<br />-
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