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<br />WALL AND FLOOR MOUNTING INSTALLATION FOR a.
<br />_,• _ __ SPLIT PANELS apWE;��
<br />w..'aii`or�u-1 i t-_. �ream1-.r-L• --- -- `-
<br />2' tL -® ® tp • vltaq c :�I,
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<br />ELEVATION
<br />SECTION Y-Y \ SPLIT STORM PANEL ELEVATION
<br />SCALE 1/4•-,• DETAIL. 2 SCALE 1/4'.1' =_ SCALE 1/a-.1'-
<br />Or
<br />SAULMIAND
<br />V. me•el'ON)
<br />MULLION SCHEDULE
<br />Max. MULLION
<br />REQUIRED Min.
<br />SPAN (n.) •
<br />TUBE MULLION -
<br />PNA:eR AMOMS
<br />a glens a . a)
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<br />• �Atb +�o g,.r�s-°h°�.s�Nr.PR RAT.'°
<br />SECTION I - PAR44EL ro STu�'�.
<br />SCALE 3/8-1-
<br />NOTE: MULLION CAN ALSO BE INSTALLED 0/0 STORM PANELS ON TOP
<br />OR WrTOAI SO THAT 1T 6 LOCATED AT TOP OR BOTTOM OF OPENING.
<br />(ONE PANEL OPENING W/ TVK TOP r WTTOM)
<br />INSTALLATION
<br />INTO
<br />DETAILS FOR REGULAR
<br />EXISTING WOOD
<br />�)
<br />STRUCTURES
<br />PANELS" & C11�
<br />�M/ywM,,vaIPM 4 r x N
<br />-- / TP a•Rle m�elal � ; i
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<br />r Va' e , me•'4i m Nr m oml i
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<br />BUILD -OUT MOUNTING
<br />INSTALLATION - ALTERNAM 1 W
<br />/e �r/nrr°A°Am
<br />/r w Raw • r
<br />SCALE: 1/4• - 1' ,:
<br />CFu IN0 k FLOOR IIOINIIi1N0 WALL is FLOOR MOUNTgiO
<br />IIWAUATION - ALTERNATIVE AW INSTALLATIONS - ALTERNATIVE aW
<br />(SECTION AT TOP IS UWfO TO +55.5-67.0 MAX. SCALE: 1/4' - 1'
<br />������
<br />N
<br />A.S.D. DESIGN PRESSURE RATING)
<br />WALL- 1/4' . 1'
<br />SCALE- 1/4• 1•
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<br />MGM '
<br />AN NNsy
<br />•� �P A 101M, a
<br />iLOOR MOUInm
<br />INSTALLATM]N - SECTION AAw�N
<br />SCARE 1/4• - 1'
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />\.! ••••••., j✓
<br />UP TO +55.5, -72.0 p.e.t. AND PANEL'S LENGTH UP TO 8'-B'.
<br />`'Q
<br />y,�y�Q\.�•''�GENr4167%
<br />FLORIDA BUILDING t:00E N h Yeloei Hurricane Zone)
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />•'0'0 mum W. rr.
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL.
<br />_ NO.s
<br />:.__
<br />20 GAGE GALVANNZED STEEL STORY PANEL ewNa:
<br />NOTE FOR COMBINATION OF SECTIONS:
<br />ST -'� L EC OGLOBAL PROTCTKNDUCTS. LL.C.'TOP
<br />t BOTTOM MOUNTINGS CAN BE
<br />COMBINED 1N ANY WAY TO SUIT ANYnl-+w
<br />LA: • / R10'+
<br />`ss
<br />/ i. ae, CAB,ewm 411mi, n ww wa,c (us)6w 7sy r' EmaNw-i=n 20-176
<br />mmiew. IN,
<br />INSTALLATION.
<br />'i `SIG Al �-
<br />hiN=rN upNNw'i WAI./WawTUE/DA+[
<br />rA-aoon,a ..re+ ee.e
<br />MILTON A Tart }.. P.E „`+. r wWEt ,o ar M
<br />N1
<br />CONCRETE ANCHORS COMPETE AN04M MR CO W0TE AAw: SEE
<br />SERMON LE ON SHERY L1LET IB 14:
<br />(SEE SCHEDULE M+¢r 1°M reAEG CONCRETE �� J �1"°rir., 1/4. 2./4. 2A�/4. 3/4 t2e 4/4 1, 2 h 1W/15amm_ 1. ZI t two/15
<br />_.
<br />POURED COMORM J _T__ - .\ .. i-
<br />EOUPED H 21-111 Afflfl-HVIA-1111-1 1,
<br />I
<br />smu
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<br />�R�ySHOD y S `tl 1tAlaN I y[.7 � TO oL TLMRLTRM q (END NrELI (r/IFN011 (RaFR10111 PA/Q) (PPEAKIR ,MILL) (ENO PA'EU
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<br />•,, / .yi Cm DETAILS ,/1.
<br />(ALTDImINRAFD CONCRETE! - I i ®� c o 'EPARLx��
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<br />Z ! 2/1.)
<br />a DDNGRETE : I
<br />/4, 2/4. 21/4. 3/4 a 4/4 I. 24 IW/is LOW. 3 iw/IS
<br />ALTERNATE LOCATION
<br />ON In SAFETY PANE/JJ/// I AREA w/NO LIFE smm PMiELS NOTE IBEL L
<br />Le. REGULAR PANELS w/ OR -. _.. LpCA,pN pE SAF[TY PANEL -J
<br />( - - - W/O REG" TRACKS (SEE NOTE I
<br />wwnETE Al1eDRS :•/ .,,./ ;�,,, 8ELQw) ` LAST PANEL C1T TO � 1�TA40 AS
<br />(SEE Sm AMCE ON ID�GE OPTION &I LIFE SAFETY 51(]nM P/AfL OPENINO E111E1
<br />SHEET +.) PORED, CONCRETE) (M1. CONd1�KN) STORM m1°iACS�TAIE ALLAl10N/ WTE.DEO
<br />rant. •IDURED TORE INSTALLED OR REMOVED FROM INSIDE
<br />or STRUCTURE.
<br />` SIM ,°; - �G ELEVATION
<br />WALL MOUNTING INSTALLATION WALL AND F100R MOUNTING INSTALLATION SCALE 3/32--I•
<br />SECTION 1 SCALE: 3/8' - I• - SECTION 2 SCALE: 3/8' - 1• r-• my ®®°• t • Rix
<br />1% _
<br />NOTES ON LIFE SAFETY STORM PANEL SYSTEM INSTALLATION-; 16
<br />`
<br />1. LIFE SAFETY STORK PANG CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANG) 1 (A - OR AS AN INTERIOR PANEL (ANY PANEL LOCATION IN BETWEEN END PANELS). B SEE irean PANELS a �rL� P"Aln1AO'E'p"
<br />LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS
<br />(W/ OR W/O REGMAAR TRACKS.) SE NOTE I)
<br />7. LIFE SAFETY S PANEL CONSISTS OF MGM" GALVANIZED STEEL STORM PANEL A5 SECTION B-B
<br />PER (p CL AWT . SHEET 2 OF DRAWING. SCALE 3/32"-1•
<br />THIS PANG ITSELF TO BE REMOVED OR INSTALLED FROM THE INSIDE OF
<br />STRUCTURE.
<br />,NNiI{NIIIMNe
<br />!. LIFE SAFETY PANEL REOUIRES TOP TRACK TO BE COMPONENT! BOTTOM TRACK TOA�P.,TiL(/l
<br />eE COMPONE®LR k/�®As E'ER SHEET 2 OF THIS ORA'wl)K. .,Lf(.............✓
<br />Z aN�a SFEETY NES IwEI% DDE.AAU.ILS OR
<br />Rt 2�Orl MOUNITED
<br />SHEET 14.
<br />FOLLO,WNG SECTIONS , ! a=�3V : `GEN� f •.�
<br />4. Min LENGTH FOR COMPONENT ® is 15' - • V FLORIDA BUILDING CODE HI h Velocity Hurricane Zone
<br />M. ANCHOR SPACING FOR COMPONENT ®ANCHORAGE AT BOTTOM IS GIVENON No.* - amo nnm Pt 20 GAGE GALVANIZED STEEL STORM PANEL Dlaw
<br />SCHEDULES ! 2 SLEET 14. 2 #, :,-91.
<br />COMPONENT MAY BE PERMANENT OR RDIDVABLE. ATE a _ m
<br />5. SEE DETAILS FOR INSTALLATION INTO WOOD FRAME BULDMCS ON SHEET Is. ''. %p •• OR�.� - - ? �L E UP O ENe. GLOBAL PROTECTION PRGDw..>. LLC. DATE
<br />6. SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF ` ih SS N ON �,xPeNRUIPPIPPS
<br />INSTALLED AT TRACKS INSTAL'ADJACENT AND BEYOND TO SrUWG/WOOo BANDS, 4rpr A uP , � �P. .�Roe� _.D1r PONE: tEs.>M-Tsa. FAIL tls.Meo-E7n 20-176
<br />NIW'A a-OOGNIG '•m r 6. V�r r WNwD Ne:
<br />Pr 56A1./1YeMn11[/MR now Lk. f "1117
<br />WTal A TLUT }.. P.E eY'a - 1RLL2T I) IN H
<br />MAXIMUM
<br />A.S.D. DESIGN
<br />MAXIMUM
<br />(W'LIO ONLY FOR
<br />PRESSURE RATING .a.fe) AND CORRESPONDING
<br />PANEL LENGTH 'LW SCHEDULE
<br />!(4 eISTALLAMIS AS PER =TOO 1 THW 10. ON SHEETS 4, B ! 6)
<br />_MAXIMUM
<br />A.S.D.
<br />• pLTID W/ ,/L•P-[Ot• ss. N9 A rRMiNT AT MOW r IQFNOM a PN[L
<br />DESIGN PRESSURE RATING .a.fa AND CORRESPONDING
<br />MAXIMUM
<br />ANCHOR
<br />SPACING
<br />SCHEDULE FOR REGULAR STORM PANELS n & QINSTALLATIONS
<br />INTO EXISTING CONCRETE r!< CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANELS IQt Q•ISTALNATI@B AS PER SECTIONS I TWU 7, ON SHEETS 4 t 5)APPLICABLE
<br />TO
<br />1�NNNNNINw..
<br />IS
<br />aap�k„ ....f/j✓
<br />• \CENSF '
<br />a}E'3
<br />FLORIDA BUILDING CODE (High VNoci Hu
<br />cone Zone
<br />• NO. 4167
<br />e� TLRm, INC.
<br />20 GAGE GALVANIZED STEEL STORY PANEL.
<br />FP
<br />T ST Of-"�
<br />DAMON W.
<br />.fz
<br />1L
<br />GLOBAL PROTECTION PRODUCTS. LLC.
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<br />ePAM1IN SETIIaiION
<br />-To
<br />m aAss
<br />PAIICL
<br />mlanoN
<br />or Teal
<br />+ss3, -72.0
<br />7'-r OR LESS
<br />3 1/L'
<br />,/+pyTm
<br />1 TMU s r T
<br />.saD, -Tao
<br />,7•-r ro av- Mp.
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<br />.Lla, -16.0
<br />IY-1' OR 1J35
<br />J 1/2'
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<br />.IAKRAAI AS.D.
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<br />eN1411A AIMe.GIIS TItND FOR E0..) 1/2' �
<br />aFCTla6 / k
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<br />WmAM PANEL
<br />uDw'rN 'L• (n.)
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<br />CONCRETE
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />r
<br />N/11
<br />•'
<br />N/A
<br />, MP)
<br />a•
<br />s•
<br />N/A
<br />N/A
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<br />R.
<br />e•
<br />r
<br />a•
<br />6•
<br />1 (BOrldl)
<br />••
<br />N/A
<br />N/A
<br />N/A
<br />i-
<br />N/A
<br />e'
<br />N/A
<br />6'
<br />N/A
<br />, (,�)
<br />r
<br />MIA
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />S'
<br />N/A
<br />e•
<br />N/A
<br />7 (eema0
<br />.36.5. -710
<br />1'
<br />N(A
<br />+1/A
<br />N/A
<br />t'
<br />N/A
<br />r
<br />N/F
<br />] k 1 (TOP)
<br />� 7'-S' w LESS
<br />OR eL53
<br />e•
<br />S•
<br />N/A
<br />N/A
<br />a•
<br />°'
<br />••
<br />a'
<br />e•
<br />0•
<br />3 (cane"
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />7 (TOP)
<br />N/A
<br />W.
<br />r
<br />6'
<br />4 t 7 (eOTfOM)
<br />N/A
<br />N/A
<br />12 1/Y
<br />,2 1/2•
<br />6 1/4'
<br />6 1/4'
<br />a ,/4'
<br />a ,/.'
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<br />SEE 6HQTe ,o k 11 M A!e>UR6 lYP[ • SPACING ref 6BallAD.6 •/ro 6D00 R411[ elLeC
<br />LeI1Rl1A1 AIa1GR lPVODS AND IMRA EDGE OMnIC£ ARE •OGTm W 116 70EDIRL FOR [A. L63
<br />1NNI aDCATD ON 9e�1R[ RFpLE ArCd fACW sY YIAItlNY•D SPFLwD S,De de SCHEDULE F
<br />FIE ra)owRD FACTORS. roe Iles aPEWATUN ro K PO8IM6LF. esnutFD swc•Io OeOeEo IJIwO FAI'1011
<br />s1uL IDr eE Las 1,MN ,N,NeaA SeRGND INDrATm rTw O,ae ANCHOR HYPE AT ANC,eef LmDD.
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<br />1/r ID.. S/r Low M M &Jb" W/
<br />,/4'P-204' S.S. MIL e 6 1/4' O.G FOR
<br />PANEL LENDING NIP ro S'-O' AND 6 I/C O.G
<br />FOR WIDTHS W ro r-r Mw. OR H`L 10
<br />PAELWTE FEMALE 0 OR PAIELMATE PLUS e
<br />17 I//YY O. c WM4 11/•r Y1n. THREADED
<br />PENLIMIUN ro HEADER /DR ALL UINITIE UP
<br />m r- , NIP.
<br />S/r 191E eWAss eUSr•NO
<br />FOR ran LnUnc LP ro r-o• AND e
<br />1/r O.C. FOR tneDE tr ro r-e• M•..
<br />OR /14-10 PPNE)iAR TELAE D OR
<br />1/ways, URIC PLUS 12 tc IHn, ,
<br />UIOWen, M E>M•D a1000 PUT[ rort
<br />I' I �A: I' :I I ALJLMATM
<br />L LENDIHs to ro r-r Mr.
<br />STAB 7/B-1'
<br />Ear
<br />A
<br />M7
<br />ED
<br />RSMW CHEDULES
<br />SCALFOR CLARITY
<br />E
<br />INSTALLATION DETAILS FOR REGULAR PANELSC1i dE C1
<br />INTO EXISTING WOOD STRUCTURES
<br />�i m ele,aW NOaO HWV00L �, 1
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<br />1
<br />= �i�LiERY�I!(E1Y1 f� �����w
<br />SCALE 3/9-1' SCALE 3/e-1'
<br />1
<br />sEE
<br />m n�'w °
<br />TO alas. j rTli°ro`f.�r i
<br />I I eAvxv + r
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<br />- 1
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<br />E01F / no•- ,I •om rWx
<br />ReaRm
<br />4 Ceii Web • r 0. '
<br />i/.ti um saw" e r oc r
<br />I - - n Mn aeWA® raWl•tl�ee ALTERNATIVE 3W ALTERNATIVE 4W
<br />2 M' PLATE • ImaDrH aF ,SAC SCALE 3/8-1'
<br />3/e-1-
<br />w... ..w.... .... ..w....-.w.• NOTE : S.A)iiER TRACKS PIOT SHORN
<br />BOIIt:
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS,O. DESIGN LOADS
<br />UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO 6'-8'
<br />2. FOR NEW W000 FRAME CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN
<br />PINE N0. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL.
<br />NOTE FOR COYF6NATiON OF SECTIONS:
<br />TOP !BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY 70 SUIT ANY
<br />INSTALLATION.
<br />STUDS 0 EVERY
<br />7-
<br />sruos a EVERY
<br />ovFF6.Rv
<br />(12 1/1. D.C.)
<br />TO )RxD PANEL
<br />(9-
<br />Q
<br />• JI. TO SCHEDULE
<br />MAXIMUM`
<br />owRAP
<br />TO HOLD PANEL-
<br />3/0. Min. (EASE Q t _.
<br />3' Mn. (CAGE R) -
<br />AS.D.
<br />PR°tsMI "suiE
<br />..r.
<br />TAN+OOM
<br />or IAA-ar
<br />au-«
<br />FALRM+rz InwE o
<br />wnwn rite
<br />•PwcAaLE m
<br />mLeeAPTnN
<br />lY >H'
<br />1nN¢r tP(nj
<br />m
<br />comic
<br />ro
<br />oRETE
<br />ro
<br />coN wcTc
<br />m
<br />coN ¢Tc
<br />ro
<br />ro
<br />BLDCeI
<br />CONU[T[
<br />6LOa
<br />COMrJEi[
<br />BLOCK
<br />f1Dtl1
<br />tDat
<br />8•
<br />N/A
<br />N/A
<br />N/A
<br />8'
<br />N/A
<br />e'
<br />N/A
<br />8'
<br />N/A
<br />t ! 2 (TOP)
<br />55.0, -72.0
<br />9'
<br />7'
<br />9'
<br />9'
<br />e"
<br />9•
<br />•'
<br />9'
<br />g'
<br />g'
<br />t (BOTTOM)
<br />5'-0' OR LE55
<br />+55.0 -71.0
<br />8'
<br />N/A
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />a'
<br />N/A
<br />B.
<br />N/A
<br />1 ! a (TOP)
<br />TO 7'-IY
<br />6•
<br />N/A
<br />N/A
<br />N/A
<br />8'
<br />N/A
<br />61
<br />N/A
<br />a'
<br />N/A
<br />1 ! 2 (TOP)
<br />B"
<br />/'
<br />g•
<br />6'
<br />B'
<br />6'
<br />6•
<br />a'
<br />8•
<br />6•
<br />1 (BOTTOM)
<br />MwaAn Asn
<br />DESIGN
<br />PR6SURE
<br />wtaD sl.
<br />I PR• IS a/a• r. reaM la or N•Mj
<br />Rea . cm r Len nlll a or .IaE)
<br />APPLICABLE TO
<br />SECTIONS If!
<br />COMBNMAIIO
<br />Of THEM
<br />MAXIMUM PANEL
<br />LENGTH •L' (R.)
<br />, -
<br />at
<br />+49.2 -81.5
<br />3• ]'
<br />4 t T 4 1/1'
<br />2 (BOTTOM)
<br />7-8' OR LESS
<br />+sae -se.o
<br />3• 3-
<br />4• 4•
<br />2 (BOTTOM)
<br />7•-6' OR LESS
<br />+53.0 -71.0
<br />2 1/2' 2 1/2•
<br />1• 3 1/2-
<br />a (BOTTOM)
<br />7'-8' OR LESS
<br />+55.0 -72.0
<br />2 1/2' a 1/2'
<br />N/A NfA
<br />a (WTTOM)
<br />7'-6' TO B'-O'
<br />+55.0
<br />N/A N/A
<br />3' 3"
<br />2 (BOTTOM)
<br />7'-6' TO e'-a'
<br />FLORIDA7.
<br />DETAILMAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND
<br />CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE ATn8 FOR
<br />INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STIR
<br />/4' _ SEE SEE = -INTERIOR PANG -ENO PANG
<br />6 SCHEEAE sl>EDULE i
<br />Px FOR --�-. pJ FOR - J' -I
<br />' No, ANCHOR MOi ANCHOR '
<br />sPAcrD SPACING.
<br />1'-3' Min.
<br />DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2)
<br />sFAJE: 3/1r . r
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (ps.f.)_AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH WL` SCHEDULE
<br />I Lar r m errTIOHs , t z erry D FOR rr ORM P fL
<br />SYSTEM ON SLEET i!)-
<br />? No. 44167
<br />NDINDIAMM LAL OK MUM
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<br />D eASS
<br />olsmlel
<br />.eia -7ae
<br />rd
<br />x)/•'
<br />,AeFoum
<br />>EF SIwET is FOR ANaIORS 1WE • SPACIND FOR a1SGLLAlTe6 MO tR>00 FtYE elAO.16.
<br />.RIMIN ANCNM SPAUIaa ND Y646MIAe mR DETAIIR ARE •NOK'A1ED ON IHeS 9eEdAE. FOR
<br />[D. LESS 1HMN tOaTF9 ON SCMEOML RFDVCE ANCHOR SPACING !N MULTIPLYING !KM
<br />1rI01TN W SCIIEOMII[ m THE rOLL011Nr FACTORS. TOP T1e5 OPERATION TO et POSSIBLE.
<br />Rm11aD 4PAd16 OBTAaMEO 115•ID FACTOR 9N/LL NOT E HAS LIMN MMeeLAIN SPACING
<br />aDmDEO FOR EACH MVCMUR TM A AIIasORB ILOETD.
<br />/
<br />MAXIMUM
<br />A.S.D. DESIGN PRESSURE RATING (os.f.) AND CORRESPONDING MAXIMUM
<br />SPACING SCHEDULE FOR REGULAR STORM PANELS n & dib INSTALLATIONS
<br />INTO EXISTING CONCRETE �( CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANELS 1Ot ®INSTAL1ATIOr6 AS PER SECTIONS 1 11NRU 10, ON SLEETS 4, 5 t 6)
<br />ANCHOR
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<br />4167
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<br />FLORIDA BULLRING CODE NI h Velocity Hu
<br />20 GAGE GALVANIZED STEEL STORY PANEL
<br />cone Zone
<br />3
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<br />ILANraIY ANe101e SAeLT110 FaI Ea. - S 1/1' -
<br />AS.D. DESIGN
<br />TAPCON
<br />? TM -Olt►
<br />CNN-W
<br />►AIE1aM1E FEMALE ID
<br />►A4wR PINS
<br />901A SET
<br />APPLICABLE ro
<br />secTUxs / r
<br />MAOMIAI PANFa
<br />PRESSURE
<br />��
<br />jPaT.)
<br />m cnIrJE1E
<br />ro
<br />eonoETE
<br />BtDlx
<br />ro CONCRETE
<br />ro
<br />CONCRETE
<br />eI.00K
<br />ro eDIKJETE
<br />ro
<br />CONCRETE
<br />iDGt
<br />m e9NCREIE
<br />ro
<br />caT4rnEtE
<br />i.OG
<br />ro CONCRETE
<br />m
<br />c9r.rnETE
<br />lOCx
<br />ro coraEtE
<br />ro
<br />Ip11CPLTE
<br />•LDa
<br />ANY COMBINATION
<br />OF THEM
<br />LENGTH
<br />B'
<br />N/A
<br />N/A
<br />N/A
<br />8'
<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 />1'
<br />N/A
<br />N/A
<br />8'
<br />B•
<br />e'
<br />6•
<br />8'
<br />8"
<br />N/A
<br />N/A
<br />, (BOTTOM)
<br />B•
<br />N/A
<br />N/A
<br />N/A
<br />8•
<br />N/A
<br />6'
<br />N/A
<br />c'
<br />N/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />8'
<br />N/A
<br />N/A
<br />N/A
<br />B'
<br />N/A
<br />S'
<br />N/A
<br />5'
<br />N/A
<br />N/A
<br />N/A
<br />2 (BOTTOM)
<br />SS.S, -72.0
<br />a'
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />8'
<br />N/A
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />1 t 4 (TOP)
<br />>Y-5' TO B•-8•
<br />� LESS
<br />6'
<br />4'
<br />N/A
<br />N/A
<br />8•
<br />6'
<br />6'
<br />6'
<br />B'
<br />8"
<br />N/A
<br />N/A
<br />3 (BOTTOM)
<br />e'
<br />N/A
<br />N/A
<br />N/A
<br />6•
<br />N/A
<br />a'
<br />N/A
<br />a'
<br />N/A
<br />N/A
<br />N/A
<br />7 (TOP)
<br />6•
<br />f'
<br />N/A
<br />N/A
<br />G.
<br />8•
<br />6'
<br />S.
<br />N/A
<br />N/A
<br />f ! 7 (BOTTOM)
<br />N/A
<br />N/A
<br />t2 1/2•
<br />8 1/1'
<br />t2 t/2'
<br />8 t/4•
<br />6 1/4'
<br />6 ,/4'
<br />6 //4•
<br />6 1/4'
<br />N/A
<br />N/A
<br />5 (TOP/BOTTOM)
<br />50.0, -53.3
<br />N/A
<br />N/A
<br />T2 1/2'
<br />B 1/4'
<br />12 '/1'
<br />8 //1•
<br />6 1/4'
<br />8 1/4'
<br />8 1/4•
<br />6 1/4'
<br />N/A
<br />N/A
<br />8 (TOP/B01T0M)
<br />6•-8' TO 11'-2'
<br />58.0, -72.0
<br />N/A
<br />N/A
<br />8 i/4'
<br />N/A
<br />6 1/4'
<br />N/A
<br />8 t/a•
<br />6 I/4'
<br />6 1/4'
<br />8 i/4'
<br />N/A
<br />N/A
<br />6 (TOP/BOTTOM)
<br />6'-6• TO „'-a•
<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 />8 1/L'
<br />6 i/4'
<br />6 1/1'
<br />a 1/4'
<br />S. g• Ip (TOP)
<br />43.4 -46.0
<br />6'
<br />4'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />8'
<br />6'
<br />6 1/4`
<br />6 1//'
<br />9 (BOTTOM)
<br />OR 1.E55
<br />a'
<br />4'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />8'
<br />6•
<br />8 1/4'
<br />9 (BOTTOM)
<br />12'-1' 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 />8 ,/4'
<br />8 I/4'
<br />6 1/4•
<br />8 1/1'
<br />f0 (BOTTOM)
<br />s¢ arErs +a „ AND ,= FOR ANGDIK TYPE r sPAc•D FOR INSTALLATIONS a/To wood FRAME etALDela.
<br />IeIUA/Y ArRxUR TICei0.5 AND IfIHMN TDOE DISTANCE ARE rlprAlED ON THIS SCHEDULE. FOR Ea LEA
<br />11NN INDICATED ON SCHEDULE REDUCE ANCHOR SPACING F eRAT1PLYRD SPACING $,NOEL ON SCHEDULE W
<br />THE FOl1.Onelr: FACTORS FOR iK5 OPERATION ro L POSSeIE, REDUCED SPACING 06nerED USING FACTOR
<br />svNL NOT � IFSS THAN IAeDNW 9PACID INDICATED FOR EACH ANCHOR 1NT[ A AIIC,IDRB LEGEND.
<br />TAOON
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<br />INSTALLATION DETAILS FOR REGULAR PANELSCI� dE CtA
<br />INTO EXISTING WOOD STRUCTURES
<br />/1h10 PANELMAI[ PLUS 'i ihi0 PANEIMATE PLUS ,h19 PAAELLLAIE PLUS
<br />- - -$ '�•
<br />� a 1/1' O.C. W/ 1 7/e'---� a I/4' O.G W/ 1 7/8'
<br />j{ TI'IR(AQED PENETRATION ro - T♦gEADEp PETNEYRATION TO w00D NFAp(R IIREA[ED
<br />�
<br />INSTALLATION DETAILS FOR OPTION
<br />1 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />1/4'• tAa x+Eas • 6' D.C. ./ INTO EXISTING WOOD STRUCTURES
<br />. , ,/x Mn. D.EAOED Ip•IMTNIN
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<br />.. WOOD PULE
<br />• 8 Gene, ALTERNATIVE 3 ALTERNATIVE 4
<br />rIEDIIIED 1/IY LAO srAElrs • r D.G W/ t 1/7'
<br />Yin T1sEADED PDEIRAnOM 011
<br />/11.O.d/r Id10 IMffi e11eeMO W/
<br />i ,/4w1ar S.S. Ms • r or. OR
<br />„A•e-20 oAlaawT[ rowt D OR ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS
<br />PAEuwTE P,INs • e' fGlt S/Y . ,•
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<br />IM1E HMGIE 51A11EA TRVLKS IDI SHORN' FM 4AIWtY
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<br />WALL MOUNTING INSTALLATION
<br />ALTERNATIVE 1 W1 W
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<br />,. eNSUwitUN$ ARE ONLY vALA FOR eLAn
<br />as .FILM As.O. DESIGN LENS w ro
<br />.sss, -77.0 Pel AND vA1El•s LENGTH w m r-r.
<br />z. FOR iE NNEW P. '71°w°D/ s� 1c�ce'"`�`a oWOOD �M� To eE wurNCR.,
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