|
'J L-�-L•.�u L.U�' L ILL Walal.aYfW�M'e I sl TSB
<br />MMO ,. a••
<br />W.�On
<br />OW . WALL AND FLOOR MOUNTING INSTALLATION FOR
<br />OU,m e - --- _ SPLIT PANELS
<br />X IV�•K
<br />m1OosN - ^ t. _ ��o wLlir r
<br />.mMeo 'M.6' x 1 • S,,v:'°eo�MD IIX
<br />1, 'r tw►+d wNID
<br />-L'�,erur lw r_-_tINA.,.mr a"'oaeaa.e'P
<br />roAs raol
<br />Pink
<br />CAN
<br />I I
<br />1 't• 6nl 4.m M�,w
<br />I
<br />-Me W.
<br />'A
<br />u " •- I - trs-w MIl,
<br />• 4' 1 t•.y .00Ya a mt scan
<br />01
<br />1
<br />1 Yw.
<br />1 I y
<br />I I or .ea ..._ _ls...t � I
<br />I
<br />I I
<br />N
<br />a
<br />wl Q,rle a r M
<br />� m
<br />mnml mnw -M.m —nm 1111-
<br />TI '
<br />•: a
<br />0 v+,rr. taw
<br />MeM • rll. -
<br />-r�atY�X-
<br />a " A N.N
<br />l•a nlero„) Ylll f IE1s1 SCiKd/t E
<br />,rNe . • et
<br />M
<br />Mta IaAlIOM
<br />51YIN ('t) •
<br />REOIISEO U.
<br />TIRE ,NAllal ^
<br />• 4• 1 4•
<br />•' ENV
<br />sf.�l`Pwe01ns-C�w ° °°L m
<br />SF_CTK)N 1
<br />SCAM
<br />NOTE WLLION GYI ALSO e15TAALEO w/0 Sm"M pm4LS Ow top
<br />aR eOITOY m TILT R D IOd111 Ai TOP OR WRAP Or OPE7811a
<br />(OK oAln aPFAlett N/ TUE la a BOTTOM)
<br />INSTALLAIM - ALTIERNATLVE I W
<br />salt 1/4• - 1•
<br />S,nsa , / `�--'' w1/s • If ntau/ M •r 4tQa"
<br />:•�. 1 1
<br />1�•1 �;sTa t
<br />O .W w4 -Ns W --_ -
<br />1
<br />11111 If _
<br />L_
<br />2- Nutuft Won - off ON
<br />♦ • --1 J
<br />1
<br />SECTION Y-Y �r SPLIT STORY r.� ev EVATION
<br />SAE 1/4'.1• pMwwa, y— ,f8".,r _ _
<br />• 7 11 11 lew.11SI01lwii ;
<br />i �A4
<br />I 1 IN
<br />Nr
<br />R NA1d
<br />19AU ATRR/ -Al imuTPIE sW
<br />'I sum Ile . I-
<br />YiI ?.L
<br />n wtmer._
<br />XNA-M AM
<br />MSTALLATI014 - ALTOMI ME 2W
<br />INAAL 1/r - I.
<br />i. INSTAuAT10NS ARE ONLY VALID FOR BUILDINGS WITH A.S.O. DESIGN LOADS
<br />LIP TO +55.5. -720 pA,t. AND PANEL'S LENGTH UP TO W-e'.
<br />2. FOR NEW WOOD FRAME CONSTRUCT*W WOOD MEMBERS TO BE SOUTHERN
<br />PRE NO. 2, W/ SPECW C DENSITY OF 0.55 OR EQUAL
<br />TOP d BOTTWI MOUNTINGS CAN BE
<br />COMBN4ED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />CRILM ! Flow 11110L1NTNIG WALL t naw wipum O
<br />DWAuATMLN - ALTEBNATWE 4711111 INSTALLATIONS - ALMMIAflME SW
<br />(sECITON AT TOP r. LIMITED TO +35.5-87.0 MAX, WALL 1/4' . 1•
<br />A.". DESIGN PRESWW RATING)
<br />WALE: Ile . 1•
<br />1Nil
<br />- Ir •srr r r «
<br />-- r "•�'i ars o
<br />F100R HOWTOW
<br />NWALLATIOiI - SECTNIN AAW
<br />WALL 1/4• - I-
<br />FLORIDA BURRING CODE Watt VeNwHv NuMoone 7
<br />MAXIMUM
<br />A.S.D. DESIGN PRESSURE RATING .s.fJ AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH wo SCHEDULE
<br />strap ONLY SON a NKMLLA7XXIS AS PER sEcnoms , now 1a ON SHEETS a. s IS 6)
<br />MAXIMUM A.S.D.
<br />• SWTCD r/ Ij4•►-SOLI• $2, YS r RNNA 9 CAMW 6 r4lNDM OF PANLL
<br />DESIGN PURE RATING (p,�a AND CORRESPONDING
<br />MAXIMUM
<br />ANCHOR
<br />SPACING
<br />SCHEDULE FOR REGULAR STORM PANELS (1) # Q INSTALLATIONS
<br />INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES
<br />WO ONLY FOR PAMIC S tOt @615EA WO S AS PER sEctloNs 1 Tt= 7. ON SNEM 4 A 5)
<br />Ia
<br />SEA 7LN
<br />�L.,ir
<br />3L \GENSF' •'�
<br />FLDRIDA BUILDING CODE MI Vi
<br />cons YAP
<br />No. 4167
<br />.3m TLXCCL .e 20 GAGE GALVANIZED STEEL STORE( PANEL•
<br />0, ri- g,
<br />ST
<br />°T/'n'•
<br />O fL 10►
<br />�''
<br />IL
<br />GLOBAL PROTECTION PRODUCTS. TLC.
<br />ECOIre. Lem Er. e, s/,4
<br />.'
<br />ss "•
<br />/Q '`, E
<br />•e ,r a, a ,r rr .NwE w r,w w,Nr: M4nun )M abq 01IM "")No-Ww
<br />a,r, Dre w,-,W a ta,-,r,
<br />20-176
<br />L a'Atfi,e,WtAtE/aAN.
<br />. •ate
<br />.r w
<br />NPItENT'~A Tot 7'y. PL -
<br />«
<br />oftin" Na
<br />fIQ7 4 t/ 71
<br />M1tq
<br />($E��N
<br />� N.MX
<br />ODIOI,ION
<br />• ^•' q �1/MMI
<br />+aSA, -1zA
<br />T-Y d1 t!�
<br />S Iµ'
<br />,le0U0D
<br />, T1e11 a r 7
<br />.s1.>. -77A
<br />>T•a• ro ra' Ma.
<br />i a/•'
<br />,.teOUED
<br />, TrW a a 7
<br />•a0.0, -71.a
<br />ae'-r ro ,t'-7' 1,a
<br />S 1/Y
<br />• �
<br />t
<br />*•al. -N.0
<br />t7'�' d1 tm
<br />) rn•
<br />' �gI,+
<br />A { 4.10
<br />IINOItr Ale.
<br />DESIW
<br />MtNO (pal)
<br />YAIeNr AIIIJIC.e nICW FOR [0. - 7 ,/i -
<br />5rLD5lB / !
<br />ANY a001r.NMM
<br />IM11YW PNtt
<br />IfAIOM i' (It)
<br />MICON
<br />tt iA►-WN
<br />G{lt.i,
<br />PAMNiO[ rHMlf w
<br />RNQWIE ,l,A
<br />m OONdwtE
<br />C41e11G�[7[
<br />m Gar,O1Q[
<br />wr'M
<br />to OON04E1F
<br />mcom
<br />elaC.
<br />ro Ca101w
<br />comn
<br />m fwNalT[
<br />OOAMO�
<br />r
<br />M/A
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />{'
<br />�
<br />S•
<br />Na,
<br />f (TOP)
<br />r
<br />Y
<br />N/A
<br />N/A
<br />r
<br />r
<br />e•
<br />r
<br />r
<br />r
<br />, (to,Tatl)
<br />r
<br />,yA
<br />WA
<br />,VA
<br />r
<br />N/A
<br />{'
<br />N/A
<br />r
<br />N/A
<br />a (roN
<br />r
<br />N/A
<br />Nµ
<br />Nµ
<br />{'
<br />N/A
<br />Y
<br />N/A
<br />Y
<br />N/A
<br />7 90++a•D
<br />♦'HS. -71A
<br />r
<br />N/A
<br />W.
<br />N/A
<br />r
<br />,1/A
<br />r
<br />N/A
<br />d
<br />!/A
<br />7 ! a (+OP)
<br />Y-5' OR LESS
<br />011 Il6S
<br />r
<br />5•
<br />M/F
<br />N/A
<br />r
<br />r
<br />r
<br />r
<br />r
<br />r
<br />a (eO,TW)
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />{'
<br />N/A
<br />r
<br />WA
<br />{-
<br />N/A
<br />7 (TOP)
<br />C
<br />5'
<br />N/A
<br />N/A
<br />r
<br />r
<br />r
<br />s•
<br />r
<br />{'
<br />4 t 7 {eo+Ta4O
<br />N/A
<br />N/A
<br />47 t/x•
<br />{ ,/+•
<br />a t/Y
<br />etµ'
<br />• t/••
<br />a
<br />s 1/4•
<br />, LtgP//0lTpi)
<br />brE eNms ,o r „ FOR ANa,ae 7+/s •swab Int.aWwW .Ip soao twNt suaalE
<br />MNYIr At10pA swcws AM war O,E etsM„0E AAE eprM® ON tIa faMDut FOR EA oars
<br />nvN .prMm am wAlnu rmrt wp„ol, sF•eep er I•Attnn.D s,Wao t11pn/ OR N>IEwE 6r
<br />tE A%Ibwa FACTORS, lOA Ma aveRwoN ro E POreIE. smDcm SF+lal,e OSOrlT tANe HeTOR
<br />sNMt to E u3e tNw wl.Ar swap .IaGTfD ros Orel rlClp. t,PE AT MIOeRS If{pQ
<br />AIOXR 11R
<br />t/1'•
<br />,/a'L
<br />1/4y
<br />,µ'►
<br />IµY
<br />,µ'L
<br />...
<br />a. Alor..NlM ON
<br />a
<br />«,a,a,,,,,,r
<br />a ,fi
<br />s►,rat
<br />a ,fi
<br />AtAlt t< pIE I.e1p0
<br />RMX{R
<br />p-
<br />a
<br />LO. r SJr I= son susNRO w/
<br />WW s3. 10.. ae. 17
<br />LDKr,6 W m a'-0• MID { 1/4' oa
<br />MOM UP m r-w tlr. a• ha-f0
<br />AM vDM" at ON RM6w7E a
<br />,r a. G IRA I tjY Nh W&ADEO
<br />rtM,ION m WACO mR ALL LOIOTNS U►
<br />a WIN.
<br />B
<br />tl4IEBs
<br />I. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WIN A.S.D. DES" Lti1D5
<br />UP TO +53.5, -720 PSF AP1p PANEL'S LENGTH UP TO 8'-a•
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: W000 MEMBERS TO 8E SOUTHERN
<br />PINE N0. 2 w/ SPECii)C DENSITY �' 0.55 OR EQUAL
<br />NOTE FOR COaf�t(ILTGN OF SECTIONS -
<br />TOP a BOTTOM MouNnNcs CAN BE
<br />coMBaED IN ANY WAY To Burt ANY
<br />XMSTALIATA'NI.
<br />r,MllD DILr FOR APPUCAJU
<br />iAl oetutAtata AS PER sEcrlol{s , Tltlel 10. ON S41FET5 w s t e)Now Toe
<br />411MMAUM
<br />A.S.O. OEflOM
<br />,IA%TNIY AIg1011S 9wLgN1 1OI1 La, . 3 t/X' ^
<br />m
<br />SiCT,aNS / a
<br />IIArMAI PANEL.
<br />TAPCaI
<br />6 TAR -GNP
<br />Wk-w
<br />PNRLNTE rENYE M
<br />PAI6MATE PIDb
<br />SOLID 9[T
<br />PIT
<br />(W.I.)
<br />m Ctlra[1E
<br />DONa1ER
<br />WHOM
<br />m CONCE,E
<br />tO11CpE1[
<br />rxN
<br />m COIO[1E
<br />c011G[lC
<br />sml
<br />ro CONOMiA
<br />OarrxTE
<br />RACK
<br />I. ODMdRr[
<br />LrN40tEtE
<br />tDal
<br />m CONCAEr[
<br />[Cr1CRET[
<br />sau
<br />or 71tN
<br />e'
<br />N/A
<br />N/A
<br />N/A
<br />8'
<br />N/A
<br />6'
<br />N/A
<br />r'
<br />N/A
<br />N/A
<br />N/A
<br />t (TOP)
<br />8'
<br />1'
<br />N/A
<br />N/A
<br />8'
<br />8•
<br />6•
<br />B'
<br />e"
<br />8'
<br />N/A
<br />N/A
<br />1 (BOTTOM)
<br />6•
<br />N/A
<br />N/A
<br />N/A
<br />o•
<br />N/A
<br />6'
<br />N/A
<br />B•
<br />NIA
<br />N/A
<br />N/A
<br />2 (TOP)
<br />s'
<br />N/A
<br />NJA
<br />N/A
<br />B'
<br />N/A
<br />5•
<br />N/A
<br />5•
<br />N/A
<br />N/A
<br />N/A
<br />2 (86TTOM)
<br />55.5, -7Z0
<br />8•
<br />N/A
<br />N/A
<br />N/A
<br />B'
<br />N/A
<br />8'
<br />N/A
<br />8'
<br />N/A
<br />N/A
<br />N/A
<br />3 t 4 (TOP)
<br />>T'-3' TO B'-B'
<br />� ��
<br />S.
<br />1"
<br />N/A
<br />N/A
<br />B•
<br />6'
<br />6•
<br />8'
<br />6'
<br />e'
<br />N/A
<br />N/A
<br />S (BOTTOM)
<br />Y
<br />N/A
<br />N/A
<br />N/A
<br />8•
<br />N/A
<br />8•
<br />N/A
<br />8'
<br />N/A
<br />N/A
<br />N/A
<br />7 (TOP)
<br />8'
<br />4•
<br />N/A
<br />N/A
<br />B'
<br />B'
<br />B'
<br />8'
<br />8•
<br />8'
<br />N/A
<br />N/A
<br />4 t 7 (BORON)
<br />MIA
<br />N/A
<br />12 1/2•
<br />6 1/4'
<br />12 1/2'
<br />B 1/1•
<br />6 1//'
<br />6 1/4•
<br />6 1/4'
<br />8 1/4•
<br />N/A
<br />N/A
<br />5 (TOP/BOTTOM)
<br />SOLO, -5.1.3
<br />N/A
<br />N/A
<br />12 ,/x'
<br />8 1/4'
<br />12 1/2'
<br />8 1/4•
<br />6 1/4•
<br />B 1/4'
<br />6 1/4•
<br />6 1/4'
<br />N/A
<br />N/A
<br />a (TOP/BOTTp+)
<br />'-B' t0 11'-2'
<br />SSA. -720
<br />N/A
<br />N/A
<br />8 1/4`
<br />N/A
<br />B 1/4•
<br />p/A
<br />6 1/+•
<br />B 7/1•
<br />a i//'
<br />8 I/t•
<br />N/A
<br />N/A
<br />s (TOP/BORON)
<br />•-a" 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 />a //4•
<br />6 tfa•
<br />a 1/1•
<br />B 1/4'
<br />0. 9. 10 (TOP)
<br />ILIA -0g0
<br />e'
<br />4•
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />B•
<br />B'
<br />6 1//'
<br />6 ,/a•
<br />a (Bottom)
<br />2'-OR LESS
<br />011 LESS
<br />[�/A
<br />4N/AN/AN/A
<br />AV A
<br />LN
<br />e'6'6
<br />1µ'8
<br />1/s'9
<br />(BORON)
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />8 1//'
<br />8 1/1'
<br />6 1/1'
<br />6 1/1•
<br />10 (BOTTOM)
<br />SEE Rra75 10. It Alp tx IN ANC,OIK 1YPE ! SIrLNIa FOIL eas+uAMalls INTO NDW FRAME allaDela
<br />,lNtar M.>pt f►ACSIoS AND MNAIUY EDO[ OBrAPR[ ARE uOtGtFD ON 1fE lidfaAE. FOR C.Q. ,ESS
<br />THAN rANOMED ON SaeD,AE wD,UOE ANCHOR '.9oAe►p W IM7iLr.tl 9IACM0 SNOnI ON 9G�EWU[ W
<br />THE r0u0,rnp rAcroRE FDR ,1•a OP7Ia1TpN m E IOtN{IE. „COIICiD 7,'PMCNG OeN11N rSela >aa,D!
<br />9,Nll AiOT E lESS 7NW 1NMr SFTGiG e6rwtED NII EACH ANCMrt lwi AT ANbpM LaDea,
<br />TA1'1011
<br />6 wFY!
<br />4M�E
<br />ONIt-N
<br />eOIID-=7
<br />1•, AIEIp. 1NOp W
<br />a
<br />a
<br />!
<br />]
<br />7 ,fi
<br />7
<br />a
<br />a
<br />a
<br />a
<br />7
<br />a tR
<br />AR m OeIE •�ersq
<br />I A;
<br />i O R
<br />-
<br />at
<br />CODE
<br />Co
<br />CL
<br />0
<br />INSTALLATION DETAILS FOR REGULAR PANELS{LCt� INSTALLATION DETAILS FOR REGULAR PANELS(�CtA
<br />INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES
<br />'- r I) W4piN,M „5oa 1rA5aIL ' , 't I ' (I _. �14-10 PAMElYtTE PLUS - � _ IIh10 PNiELW,E PLUS ��,__ III �14-f0 PANELWtE PW5
<br />� �' , °Y�.00D uP1oaE ii �I � s t 1• o�c.lM t�xm' I r/ S s , .• °.c�� ro' � �[ApOr � a t o ova w�/ ,�7/ro'
<br />exe7,Na g000 IIFAIOeR ENRINO lepGp HEADER gE01NNE0' •4 EXIStING W000 NFAOEA
<br />Jjr• 4
<br />'�•���^"t�t
<br />E0
<br />EO iT
<br />NOwaspaMewswo•
<br />. ,/•' OLa ,/rMOWAICI,OERWOW NFAOFAx�REpAEDIr. NI SOlDYIF GN eEF 5CHm1AE ON , - 5E[ 9o1E,NAt ON I
<br />Na�T i
<br />jjf FaR ,1� e � IlFlrf1 16u ldMN910N lfFf a '
<br />ALTERNATIVE 1_ r .. ION t6,. aEPMM1faN
<br />to aA>r Mo. PANEL tENG1N ( ro tA•E Nov. PAN0.-LEIIWN � ro al/$ Mm,. PANEL IENC,N
<br />sFxE ] 1• BONE ]fs-+ ,µti-ra.,• Es: (sEF NorE ,) ,µsamo• a>< (SEE NarE ,J ,µv-7a,• EE (SEE NDrE »
<br />uL r/ t/aY . Na r/ T/r• , 4,S T/ t/ri : '
<br />ttEE sn{wE w aNm
<br />— FOR ,r• tNPMA1f011
<br />- TO eM6f.
<br />1 � m
<br />-- 11 AM EG 60i � OF 'L
<br />1 - + of 1. � .t. ffi � MAX
<br />1 E01 .IA7
<br />` T ��- �
<br />- tnpj�I,�ilw,.A u�as'aaE'
<br />oaNlm aar„Nei • u I on
<br />L
<br />/4y UO 5CRENS
<br />i
<br />:•Nr waoo PLATE PANEuurz nos 2•.4• a000_nultE xw• woo au�T L, '� I wN. TNREAaEo
<br />—1N, � r tG REOII{IED /
<br />pU7tED i. OgtM7. REOull1� MpwpM OF PLATE
<br />r,•,,,y�„ a reRaIATIYE 3W ALTERNATIVE ac. w/ + 7/e•
<br />7•al nAtt � • a NAAc sG4E 3/e.+• SCALE 3/6.1' I Mp enGTl, DF Pure 1/47 LAC somrs e
<br />F'dDMT1011 • I �''
<br />Ii
<br />� O.C. S,AOOLRED W/
<br />M 1a0MIDIN OF PULE
<br />scuE ]/e.t•
<br />SCAMP a/B-+• SCALE ]/e•l 2fAtF ]/e-I•
<br />DQ>'ES:
<br />a„M1 1. INSTALLATIONS FOR ALTERNATIVES aW. Ow a 10w ONLY LWID FOR N,tgN1111
<br />S�A TIN,, BVADtAk,S wnt•, AS,O. DESIGN LOADS UP TO +43.& -+M.D Ra.f, AND �� p. TI
<br />P,,.:.. 1111 PANEL'S LENGTH LAt TO 12'-4' 'LP�TG�,.•:•• �fT✓q
<br />+QY : • EN 2 FOR HEIR WOOD FRAME CONSTRUCTION: w000 MEMBERS ro BE SOUTHERN GEN '•.'`
<br />G � ••'•• ��:' V `� •• � FLORIDA BUILDING CODE (Nigh VNoe Hurricane ton!
<br />;• �} FLORIDA BUIIORK( CODE IN h Velocity Nu one Zon! PINE NO. L w/ SPECIFIC DENSITY OF 0.53 OR EQUAL g
<br />_ ND- � • � * s °100''E'fC0' eL' IO OACf GALVANREO STEEL STOW PANEL ,� M: NOTE r'tst I'1BMWMttON OF sEr•IteNs: 41 � * � A'a0' .,<. 20 GAGE GALVANIZED STEEL STORM PANEL ,�, ,�,
<br />TOP t BOTTOM MOUNTINGS CAN � = * :• � mfitfiw
<br />ST _ GLOBAL PROTECTION PRODUCTS, UC. Dec coMe1NE0 m ANY WAY ro sort ANY i AL PROTECTION PRODUCTS, U.C. g,Ar
<br />�%"'• Ft RiO� • IL INC. 4.m:r.NStan s�0'•..F! R10 JL ECOINe.
<br />• x,N, ti m,t 1NSTAWTWN. ,E' / J • ANr `�awEc."ii'.w�
<br />�'c� • p'(` .• a�l. w wac Ne//lra_lals' n're pa,>w•+ln 20-17aw..'�iw 2NMwa w
<br />Nw � m-,ar . r . •a L r alA ..�wr r„N!• w r,w F,qK Oa47E4-�7N0. saC (m4X1NiM
<br />NL Oa-tODRte w. - - errc .`
<br />L �lE IPL7O1 A Trtlt •., Pl Leer„ d N hNl INN1 F �R Gt-WNe yp, tar r p6ll it a M
<br />WLiOI A 045014
<br />^W
<br />W
<br />C
<br />�
<br />0
<br />v
<br />�
<br />NIIaaTE IIIaW a01p1t1[ AIOOE iar tal101EE MOTHER $ t1uOtAL ON !Qr 1Y,
<br />"e � to �� ("` � � "°°asaw Se ""°" °"'�' '° t, a tw/15
<br />Zi
<br />1 1 8 KLo,+o 8 1 1 1 8 KlOaTX)ll 8 1
<br />INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />„auNa � , rt 1/t 2/: 2A/4 3/4 « 4/4 .2 s 1W/I5 r
<br />d
<br />SHEET N0.
<br />SH 1.1
<br />
|