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<br />WALL AM
<br />AND FLOOR MOUNTING INSTALLATION FOR MOWN.
<br />SPLIT PANELS NON W _ NRPIQ <aa .amaE a--__--
<br />__ /•. saERe4n
<br />1 4`1 � Mom.. AMaE�-P• ` -` - 1•- FA�w. •/M[•a-f• ,T T-- "j' ;.
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<br />1 WIUe _
<br />r, ,. / •WO a ND I P ` I I� s
<br />1 I CODE Of WALL • LirRI[IRMOI Oro/1 0 1) 41r'e lifraM a.
<br />1 K APR='Aa4[ _ 1• -_-� - 1 OONOM•R al MOVE 11. Oauapppp� R/ E 1/.•
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<br />MULLION SCHEDULE
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<br />r.RKL-r Mp FRIp
<br />��.1� ,- •56.0 µl.. 12fI�WM[ MAIM
<br />IAKA[R ANdlet 1A` _
<br />tfa C"1 S A� ,rclarW I. 3. • .
<br />oOffN4an.• fl
<br />MP.. MULLION
<br />SPAN (FT) '
<br />REQUIRED MYI,
<br />TUBE MULLION »
<br />S A--$.
<br />2'. 1'. 1/6•
<br />10 V-e•
<br />2' . 4*. 1/a•
<br />to W-10•
<br />2.. S' ' 1/6•.
<br />R 1' P 1'4•
<br />10 r-r
<br />I.
<br />� U► TO H,,S,.�O,,��i f, -72� PR65URr MT1NG
<br />SECTION 1 67L DfL'R2 n g' ctGlL` FOEN TD
<br />SCALE 3/6-,'
<br />NMI. MULLION CAN ALSO K TOP
<br />W/0 STORM PANELS ON T
<br />0, BOTTOM SO TH AI n 8 LOCA1m AT TOP OR 67T10M OF OPENING.
<br />(ONE PAWL OPb4FO OF/ ?UK TOP a BOTTOM)
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<br />$ALIT ST M PANEL 0"ATON
<br />SECTIDM Y-Y
<br />SCALE 1/4•-1'
<br />yp
<br />pr MP•'La."NY11 SCNF
<br />FLORIDA BUILDING CODE (Nigh Velocity Hurricane
<br />INSTALLATION DETAILS FOR REGULAR PANELS( do hA
<br />INTO EXISTING WOOD STRUCTURES
<br />,1F11T AIA1
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<br />]INSTALLATION- ALTERNATVE !w
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<br />E(A- f . ylA1• PC - 'qep ' rL' •aa1 e01
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<br />-. ./ 1 Me Y/ADFANO• A•.• -- _./�.'�N�/er4ylNn.W,1t•W,r®u __
<br />INSTALLATION - ALTERNATIVE 1 W I r w aMWNnw11.6.f1wnP, - - - -- - rO�nAP01 Mn SNOW m - - -
<br />O'Y•PW11, M RAN
<br />rtB 1N6 ! FLOOR MOIlLIT1a1G BALL ! F'LaOR MDUrfTING
<br />INST IIAnQN - LLTEBMATIVE Iw 1HMAUATIONS - ALTERNATIVE SW
<br />MOUNIM (SECTION AT TOP I$ LIMITED TO +55.5-67.0 MAX. SCNL 1/4' . 1•
<br />INSTAL I ATALL
<br />N - LLTQIIM_ATIVE 2W
<br />_-_ - A.S.D. DESIGN PRESSURE RATING)
<br />SCALE' 1p- . 1' SCALE 1/4• 1•
<br />Y aWF 1
<br />Mn•U,T e.4 I,
<br />�` NM r.r .•I .,v
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<br />. .11101gYI .pan aWIIa eroI
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<br />FLOOR MOILNTING
<br />tlOifl. INSTALLATNNi - SECTION 4AW
<br />",•Aw\NSIIIINNr11N/A/A WALL 1/4- - I•
<br />,�fGA•A' T��4r,/•"ID',Sy
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS `P
<br />LIP TO +55.5, -72.0 p.s I. AND PANEL'S LENGTH UP TO 0'-6' � VCENS •':T 'c FLORIDA BUILDING CODE NI h Yeiotl NuMadne Zone
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS 70 BE SOUTHERN
<br />o70I0 M
<br />PINE NO. 2, W/ SPECIFIC DENSrrY OF 0.SS OR EQUAL. _ No, 4167 : 20 GAGE GALVANIZED STEEL STORM PANEL owlR, a1,
<br />* : (` `s GLOBAL PROTECTION PRODUCTS. tl1�K29
<br />ND�-poR caMBwA7wN of $E'7, IaNs SIT E OF
<br />OC.
<br />70P R BOTTOM MOUNTINGS CAN BE 'S•��'•. I RID �2!'?-a% i • N'OY►AIN ORAL OIL WO 20-176
<br />FS `G �. �"' a. •, An rr 4Nea n a"r Plar[. (n.) FNI (p.)4w -s1s1
<br />�)DIA
<br />COMBINED IN ANY WAY i0 SUIT ANYE.Q.-Ana mI m-wI ORDINAL N..
<br />NAA$/N A� u-aaoa714 1•'
<br />INSTALLATION. AAAN 11N1 /�A' %rz WANT A GEM In J., 11 YmT 10 a 1a
<br />COMORM 414.m
<br />cokvmm ANOOR
<br />PDLFaD CaOU,"y
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<br />(iQ DET�,:) 1
<br />DIG. €�
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<br />OONCKTE ANCHORS jr,
<br />(c¢ SCHEDULE 41
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<br />van
<br />P1YMm 17aNciKW.
<br />CAM REDUIRLD
<br />COMM" ANCHORS
<br />WALL MOUNTING
<br />IBM 1 � ow-`
<br />INSTALLATION WALL AND FLnOR MOUNTING IN_STALLATIO
<br />- SECTION
<br />i SCALE: 3/6' - r - SECTION 2 SCALE: 3/5' - 1'
<br />N07FS ON L_rr e.rrTY cmau PAHi_ S�sTEM tNs7Auwrron
<br />1 LIFE SAFETY STORM PANEL. CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL)
<br />OR AS AN INTERIOR PANES. (ANY PANEL LOCATION N BETWEEN END PANELS).
<br />LIFE SAFETY PANEL$ MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS
<br />(W/ OR W/O REGULAR TRACKS.)
<br />2- LIFE SAFETY STIR PANEL CONSISTS OF D.030' GALVANIZED STEEL STORM PANEL AS
<br />PER COMPONENT �' . SHEET 2 OF ORAWNG.
<br />THIS PANEL ALLOMS ITSELF TO BE REMOVED OR INSTALLED FROM THE INSIDE OF
<br />STRUCTURE
<br />RNIIIIIINAN
<br />J. LIFE SAFETY PANfL MAUIREE TOP TACK TO BE COMPONENT 0A BOTTOM TRACK TO \N
<br />BE COMPONENT®As PER sN[ET z OF TM)S DM1Wnc.
<br />COMPONENT ®WY BE INSTALLED WALL OR FYDOR MOUNTED FOI LAMING SECTIONS I A
<br />•CEASE
<br />}2tr:
<br />ED
<br />2 ON THIS SHEET, AS WELL AS DETAILS I A 2 ON SH14. 4 4 ' J
<br />4 Min, LENGTH FOR COMPONENT ,4®11\) IS 15'. I No
<br />Mo.. ANCHOR SPACING FOR COMEOMENI®ANCHORAGE AT BOTTOM 15 GIVEN ON
<br />SO4MLES A 2. SHEET 14. * •.
<br />COMPONENT MAY K PERMANENT OR REIAOVABLE
<br />TE G
<br />S SEE MAILS FOR INSTALLATION INTO WOOD FRAME W DNGS ON SHEET 15-
<br />a SEE SNErT 4 FOR DETAIL APPU(AIkE to THE NECESSITY FOR THE INSTALLATION OF ArN� A11S
<br />AAAt
<br />ONOL)
<br />SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO/WY)OO BANDS
<br />114M
<br />FOR CONMC ANCHOR: SEE SCHEDULE oM NKET 14;--
<br />non Worn SCREW. KS SECTION ON NEE, IS
<br />3 - 1, z A 1w/15
<br />+•.. 1/4 ?/4�4 3/4 a 1/4 1, Y k Tw/Ts r IL"
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<br />MVO rzLOCATION
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<br />(SEE DETAILS
<br />I I a �' )
<br />_
<br />• AST e
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<br />1. 24 YW/is
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<br />MIT LOCATOWN
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<br />ems 'p.
<br />4)
<br />-
<br />- I
<br />ALTERK41T LOCATION
<br />. LIE SAFETY PANEL L
<br />AREA W/NO LIFE SAFETY PNgCLS
<br />KON
<br />LOCATION LIFE (SEE NOT[ ItoW)
<br />_ - I. REDUM PANEIs W/ OR
<br />- SAFETY PANT: -•j
<br />A
<br />W/0 REGULAR rRACKS
<br />(SEE NOTE ,
<br />ALLOW)
<br />• lA5'T 00041 Oi TO K FOALED AS
<br />LILT SARI' PANEL PNQ OKNNO SWtl
<br />k0,A2 K POONKD W NG111 NANO[
<br />l0 FACUfATT INSFAA" r IAEMOW
<br />K INTIALUED OR REMOVED TRAM INSIDE
<br />ELEVATION
<br />SCALE 3/32•-l'
<br />Goonp
<br />�,/.• RANI /Y/'
<br />CAP �-
<br />i
<br />B is f 1) I., �'ENI IxAtKw
<br />seE�wli"I )
<br />SECTION 8-8
<br />SCALE 3/32'-1'
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING
<br />MAXIMUM PANEL, LENGTH "L" SCHEDULE
<br />AI..I.1 FIR. reM scan al0 •(Ml IMar -irrs s - sretnMc 1 mon tw. nM Cron A. a a al
<br />pMpA1K0R�IUpMgEAgSS.�D.L
<br />RA1f1a (P+T7
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<br />1NAM�a1 S�
<br />i0 OIAfL
<br />►AN[L
<br />OWIXf10N
<br />A��fML��py
<br />of TWO
<br />+SSA. -7L0
<br />1'-5. OR I136
<br />3 1/4'
<br />UlDLTED
<br />I THOU a 6 7
<br />.3&& -714
<br />aI'-0' M r-6' WA
<br />2 3/4'
<br />UIOOUED
<br />I DNU S a l
<br />.55.0. -72A
<br />a9•-r To It'-2•
<br />6 -
<br />."A -+6.o
<br />12'-4. OR LESS
<br />A3 1/2'
<br />yplpgnN1
<br />' At OYERM9
<br />0. r a to
<br />. WLTf6 W/ 1/4Y-2WI• SS M.S a WINGM T A OO4/P a WELDaYM OF PAI16-
<br />(IOLO ONLY FOR PANE1Sf1)A 6A R18TALLA71016 AS PER SECTIONS I THRU 7. ON DIEM 4 A 5)
<br />MAXAIUY A6a,
<br />DIS17N
<br />PIIL]IIxE
<br />MIND (Pa R J
<br />MMCIKIM R C"M SNLNO FOR ED. - 3 1/1• ••
<br />S[CIIOII /r a
<br />ACDM
<br />IlMN1M
<br />"I a OtM
<br />j MAXIMUM PANG
<br />I Loam
<br />EIPCOM
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<br />p DI/-GRr
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<br />fbA •
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<br />10 ODNCRI:E
<br />-•
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<br />-
<br />10 ODMaTE1E
<br />C `1�1[
<br />10 001LTK1L
<br />Gala lF
<br />TO CONCRETE1F
<br />OO.alOt1IE
<br />a•
<br />N/A
<br />N/A
<br />N/A
<br />a'
<br />M/A
<br />It.
<br />opt,
<br />a-
<br />W.
<br />I (TOP)
<br />6'
<br />M/A
<br />M/A .__
<br />a•
<br />r
<br />4'^
<br />e'
<br />--
<br />"/A
<br />N/.
<br />N/A
<br />a'
<br />.. M/A
<br />a•
<br />N/A
<br />b•.-
<br />It/. -_
<br />I (10P)
<br />aR LESS
<br />6'
<br />Y
<br />NIA
<br />M/A
<br />S'
<br />N/A
<br />II/A
<br />N/A
<br />N/A
<br />NIA
<br />N/A
<br />a'
<br />a'
<br />M/A
<br />N/A
<br />Y
<br />s'
<br />e'
<br />N/A
<br />N/A
<br />r
<br />Y
<br />N/A
<br />N/A
<br />2 (1011010
<br />3 a 4 (70P)
<br />3 founcA1)
<br />1 -3' OR LESS
<br />a•
<br />M/.
<br />%/A
<br />N/A
<br />0•
<br />N/A _
<br />r
<br />_.
<br />N,A _
<br />- a-
<br />-- N/A
<br />7 (TOP)
<br />N/A
<br />or
<br />N/A
<br />13 1/2•
<br />6 1/.-
<br />12 in-
<br />6 1/.•
<br />a I/
<br />a ,/4,
<br />a v.
<br />6 1/4'
<br />ser 94M to • II Mo ANCHOR TVK a sNV:PID FOR PATA LVNM Ono WOOD )IRIS OLMlOaMI
<br />WWk W AAONaM SPACPwf AMC MMIMRI EDGE O6YANDE ARE MWAOED 04 ila6 SC (VIAL FOR EO LESS
<br />LIMN NDI'AM ON VOEDUM AFWC[ ANCHOR 9%Cw m MLLRPLYM N'tONG 9110aw OR SCHEC IE at
<br />THE FOLLMM FACTORS. I= THIS OP 10M TO K POSWAIE. RNULYD LWOW OVW= U114 FACTOR
<br />PAU NOR K LESS ,HALL MINIMUM SPA OI FIOR Tm FORT -EACH ANCHOR "K AT "NO" LMEW
<br />1/4••
<br />1/41
<br />1p•.
<br />,p'P
<br />AIOOI TIRE
<br />`NMI
<br />a T1I-�
<br />hi 14-9
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<br />1/4' ID. , 5/e' LOW SWM Re4HO W/
<br />1/4./-20.r SS Its, • a I/.- aC 101
<br />PANEL LE710M LP M e'-0• Am 6 ,/.• O.C.
<br />pp roll M2wPa UP TO e'-r MI- DR I1-10
<br />P I P.N LWrz fSW1E IO OR PA CLOVE e
<br />12 I/2 0, C. wnw I 1 jE' w. 11011TAKp
<br />PEME7RA7ON ro HwTR FAIL AL MMCn6 u
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<br />1- 1
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<br />1.. I.D.. $10' LOW GRASS a d-M
<br />1 W/ 1/41P-3ar SS 103 • 6 W.. OC
<br />I' FOR PArQ LOOPS N TO 5'-A' AMC 4
<br />I.1 1/ ' O.0 fop LM" Up TO O'-a' 1Ao..
<br />r.. ,AAW ae /14-10 7M/IIWAR fCwf O OR
<br />AaAAW6 I i nwuw,E Paw B l3 1/! 0. a Mm 1
<br />' !' 1/5' IRr. 1M1fA0m PITT✓tiMibN AF
<br />ALA I LI M tkI w6o0 PIAI[ f0A
<br />ICI Au EN0/M9 UP 'a
<br />m e•-r Mt
<br />DIRECT INSIALLAM
<br />VE
<br />SCALE 3/6-1'
<br />INSTALLATION DETAILS FOR REGULAR PANELS &
<br />INTO EXISTING WOOD STRUCTURES
<br />,: A1•i 4Y NRM a 4' DL W � I : I
<br />J a/iDl4RMMD+(-� �,•r la. -;'a I I'j '1'
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<br />a�nlMrm 1 II' � Lia7
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<br />9 ALTERNATNE I ALTERNATIVE 2w
<br />1 SFJME 3/e-1' smr 3/6-,'
<br />K[ 9KC - 10owE ON 57 6 I '
<br />TO
<br />1 E".T,',,.MfR1Lp r
<br />ED, ' V
<br />P 1' E0to 1 _- EO
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<br />EDI / Ni•IFDR
<br />-� $AGU.
<br />At01W1m
<br />4 iI
<br />/.n w %dam oPr"i,R.TbN ALTERNATIVE 3W ALTERNATIVE 4W
<br />• MRIR OF PATE. scota 3/0-I' SCALE 3/6-1'
<br />NON'Q[D: SHILITITII R TRAM lNOT oSHOWN "MIT CLARITY
<br />S
<br />lLGD3,
<br />I. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO 6'- 6'
<br />2. FOR NEW WOOD FRAME CONSTRUCT,OK WOOD MEMBERS 70 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 />i 17, as ri I M
<br />milli
<br />STUDS 0 Eiom ) I I
<br />OVERLAP
<br />To HOLD PAO)HG[L) I 1
<br />_� 0
<br />SEE s" INTERIOR PANEL END PANEL
<br />Oil
<br />"GN�IAF FOR
<br />ll SCIOR M L
<br />7 3' - TOR YaR. 3'AMOCO ANCHOR
<br />-
<br />OR DIRECT MOUNTSPACING
<br />V-3• Mn.
<br />DETAIL 1 • WALL MOUNTING INSTALLATION (APPUCABL TO SCHEDULE 1)
<br />SCALE 3/Ir - I -
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (pa.f j AND
<br />CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT C) FOR
<br />INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES
<br />cSruf-Mn F_j_-lMIW:.. WAIT MOUNT L'QIOITOKS LOP A-BQQTTQM SLI.D.--:j1:2_
<br />STUDS 0 EVERT11
<br />-
<br />(12 112OVERLAP
<br />70 HOLD PANEL
<br />6/i• urn, (cam 1) L . - - - 4__
<br />- - fo
<br />r_- r i
<br />t
<br />1 -
<br />W 44A.
<br />TAILOR
<br />a Tw-Dw
<br />I "IT -a,
<br />I PAOKIMW MINE I
<br />IAYEILNTE Rw
<br />IsixoHn `
<br />DESIGN
<br />CoNsINATTION
<br />MAXIMA -
<br />MOON 1' (M1I
<br />ro
<br />TOMtR(SNKING
<br />COMPOSITESUCC
<br />COTo
<br />CONCRETE00,
<br />R.
<br />ILCONIOMTE
<br />WIr0
<br />WIOIETf
<br />.1=0
<br />-&-
<br />COI,CRFTr
<br />Of
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />a'
<br />N/A
<br />0'
<br />N/A
<br />a-
<br />N/A
<br />1 A 2 (TOP)
<br />+55.D. -72.0
<br />9.
<br />7'
<br />9'
<br />9•
<br />9'
<br />9'
<br />e'
<br />4'
<br />9'
<br />9'
<br />1 (BOTTOM)
<br />S'-0OR LESS
<br />+55.0 -72.0
<br />8'
<br />N/A
<br />N/A
<br />N/A
<br />6•
<br />N/A
<br />r
<br />N/A
<br />6'
<br />N/A
<br />I a 2 (TOP)
<br />TO T-6•
<br />9'
<br />S'
<br />9'
<br />6"
<br />9'
<br />7 1/2'
<br />0'
<br />9'
<br />B'
<br />0'
<br />1 (BOTTOM)
<br />a
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />6•
<br />N/A
<br />6'
<br />NIA
<br />a 2 (TOP)
<br />+SSA -re.D
<br />7'-e' To r-6'
<br />B'
<br />4•
<br />r6'
<br />9'
<br />0'
<br />6'
<br />a'
<br />6•
<br />a'
<br />1 (BOTTOM
<br />j[;M;j,r a 2 : FIWI_fLaENR IIIOIJMI Co/OffxXNS AT BOTTOM it, L.O.
<br />II/.MI/M1M ASA,
<br />DTSDN
<br />PRESSURE
<br />1 (Saw a vw e. FROM TOP 0 MYQ
<br />am 1 (CIO • r w ARCM w Or ArAU
<br />APPILW AKL TO
<br />SECTIONS / at
<br />COMBNATIO
<br />MAXIMUM PANEL
<br />LENGTH 'L' (ft.)
<br />TAIPCON _ -'
<br />-
<br />PAIRb A,
<br />OF THEM
<br />N92 -BIAS
<br />3• y
<br />4 1/2- 4 12-
<br />2 (BOTTOM)
<br />7--6. OR LESS
<br />+52.6 -66.0
<br />3' 3'
<br />4' 4-
<br />2 (BOTTOM)
<br />r-a- DR LESS
<br />+550 -72.0
<br />2 1/2- 2 1/2-
<br />4- - 3 1/2•
<br />2 (BOTTOM)
<br />7'-6' OR LESS
<br />r55.0 -720
<br />2 T/2' 2 1/2•
<br />MIA NIA
<br />2 (BOITOAI)
<br />7'-G' r0 6'-O'
<br />+56.0 -72.0
<br />NIA N/A
<br />3' 3"
<br />2 (BOTTOM)
<br />Nurrlcons
<br />ALTERNATE
<br />LOCATION
<br />AT END PANEL
<br />:1 ea 11, SEE ' I INTERIOR PANEL -ENO PANEL
<br />pp B SCHEDULE -` SD1mULE J
<br />--3 0
<br />3 MR � 1n TOR - 3'-,-I
<br />MN ANCHOR MUA ANCHOR
<br />SPACING SPACING
<br />T'-J• Yin.
<br />DETAIL 2 FLOOR MOUNTING INSTALLATION _(APPUCABLE TO SCHEDULE 2)
<br />OCHE 3/ir - 11
<br />MAXIMUM A.S.D. DESIGN PRESSURE BEING s i) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "L" SCHEDULE
<br />m ICE .�.r �v j() S[C1ON5 I A 2-yjDI:S1�F�R..1)FE SA'ETY STORK pANFi
<br />e�i(�,aNrn 131.
<br />MARITAL Ara oolM
<br />ar. IgAe1 ww1H
<br />NrlKrAN I•aI
<br />A+7.)
<br />1' (w)
<br />tv 4aR,o,11
<br />""",", 4Li
<br />DO M10a
<br />•SIDS -71a
<br />r-4•
<br />1 3/1•
<br />uralm
<br />SET Ne[r 16 FOR AMCrOR TWL a SRCM6 NOR OWALLMOMa INTO ,R300 rM OULOM
<br />MINIMUM ANCHOR VACNOS *0 MEOW LDOE DITAMCI ARE NDOArzO ON 7H4 SCKMT, NOR
<br />ED ILL= nNNN, PeROTED ON SIMDUE RmVCE AMOCO SPROW OF M iTR111A SPAOMO
<br />AOAN ON SCImUE M THE FOLI.OWPO FACTORS FOR 746 OPERATION TO K P03SOLL
<br />REDUCED W.CMIG oeaINED Low FACTON Do" Nat K LESS 111N1 mwmm VIACOM
<br />ONDICATFO FOR EACH NICHW TYPE AT A 04 M LOCI ND.
<br />/A'P
<br />p'•
<br />1/4'P
<br />1/41
<br />$Mom Tow
<br />-V.•P
<br />Ne'LMW
<br />Puau•aE
<br />)MOON
<br />a s•47e
<br />cox-N...
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<br />w. ARID I/0i Al
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<br />3
<br />,
<br />3
<br />1 1/2
<br />c,we4� A)
<br />a
<br />a
<br />3
<br />3
<br />a
<br />AIMS sA. INK OKNVC
<br />ROAR
<br />Ito
<br />p
<br />Im
<br />NSF'' ✓'�
<br />' No. 44167
<br />*
<br />FLORIDA BUILDING CODE
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING s f) AND CORRESPONDING MAXIMUM ANCHOR
<br />SPACING SCHEDULE FOR REGULAR STORM PANELS n k ) INSTALLATIONS
<br />INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES
<br />A.un n•Av Frio va nS nr 0IMSTYIATION11 AS PER SFEMNIS I THIIU 10. ON SHEETS 4. 5 A 91
<br />MAXYIAI AMOK 6PACM FOR LO. - 3 t/r w
<br />IaAW1111Y
<br />A.S.O. DES"
<br />TAKON
<br />G1 IAP-GL1P
<br />CAN-N
<br />POKLAWTE IEMN.E b
<br />PNUMATE PLUS
<br />SOLO SET
<br />AP•LIFJKE to
<br />UCTOS I a
<br />1MupMUM PANEL
<br />P1455U�
<br />M7NLC
<br />m caMDKTE
<br />_
<br />ro -
<br />s
<br />ro cor cRn[CONCRETEC
<br />m OFIC1Krz
<br />TO
<br />iD
<br />To caNCA[rz M` �[T
<br />ro to"cR1[
<br />m
<br />XN(T
<br />Io WNCR[rz
<br />TO
<br />C�
<br />An comomeOK
<br />or 1faM
<br />tENGiN i' (ft.)
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />a'
<br />N/A
<br />6' N/A
<br />-r-
<br />a-
<br />N/A
<br />N/A
<br />N/A
<br />I (TOP)
<br />6•
<br />4'
<br />N/A
<br />N/A
<br />r
<br />r
<br />6• I 6-
<br />6'
<br />a-
<br />N/A
<br />N/A
<br />1 (BOTTOM)
<br />6"
<br />N/A
<br />N/A
<br />N/A
<br />6-
<br />N/A
<br />6'
<br />N/A
<br />it.
<br />N/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />5' `
<br />N/A
<br />5'
<br />N/A
<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 />0'
<br />N/A
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />3 A 4 (TOP)
<br />>7'-5" TO W-6-
<br />OR LESS
<br />6'
<br />_
<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 />N/A
<br />NIA
<br />3 (BOTTOM)
<br />-
<br />O'
<br />N/A
<br />N/A -_
<br />N/A
<br />_. 6'
<br />N/A
<br />E'
<br />N/A
<br />6
<br />-- N/A
<br />7 (TOP)
<br />6'
<br />4'
<br />N/A
<br />NIA
<br />a'
<br />6'
<br />6'
<br />r
<br />6'
<br />-
<br />6'
<br />N/A
<br />-N/A
<br />N/A
<br />4 A 7 (BOTTOM)
<br />N/A
<br />N/A
<br />12 1/2'
<br />6 1/4• -
<br />-12 1/2'
<br />a 1/4
<br />0 1/4-
<br />6 1/1
<br />6 1/4-
<br />6 1/4'
<br />N/A
<br />5 (TOP/BOTTOM)
<br />50.0, -M.3
<br />N/A
<br />N/A
<br />1 12 1/2'
<br />1 6 1/4'
<br />12 �/2'
<br />1 6 1/4'
<br />6 1/4'
<br />1 6 1/4-
<br />6 I/4'
<br />6 1/4'
<br />N/A
<br />N/A
<br />6 (TOP/BO"OM)
<br />0'-B' TO IV-2*
<br />56.0. -72.0
<br />N/A
<br />NIA
<br />1 6 1/4'
<br />N/A
<br />6 1/4-
<br />N/A
<br />6 1/4'
<br />1 6 1/A'
<br />6 1/4"
<br />6 1/4'
<br />N/A
<br />N/A
<br />6 (TOP/BOTTOM)
<br />'-a• TO 11•-2-
<br />N/A
<br />N/A
<br />N/A
<br />1 N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6 1/4•
<br />a 1/4•
<br />6 1/4-
<br />6 1/4'
<br />6, 9, 10 (TOP)
<br />43CRT^ -48.0
<br />6-
<br />4'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />r
<br />6_
<br />6 1/i
<br />6 1/4'
<br />a (BOTTOM)
<br />T2'-4' OR LESS
<br />��
<br />_
<br />r
<br />_
<br />4•
<br />_
<br />N/A
<br />_
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6 1/4'
<br />a 1/4'
<br />9 (BOTIOY)
<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 />a 111
<br />a 11'4'
<br />6 1/4'
<br />10 (BOTTOM)
<br />SM WCETS 10. 11 AND I1 FDA ANCHOR TYRE a SPACING FOR IMPALIATldtS INTO WOOD FRONT aIM1OOR
<br />MNRIUtI ANCHOR sP*CPM AND IA14MA1 CODE DISTANCE ARE INDICATED ON THIS SCMMI TOM ED. LENT
<br />THAN OC"J[D co, SCHEDULE REDO[ ANCHOR SPAT" N MNLTPLYINO SPACANO S 01%, ON SCHEDULE By
<br />THE FOLLOWING FACTORS. FOR IMM OPERATION TO K FCCME. R[CXCC SryC4A OBTAINED USMG 'ACTION
<br />LNLL "Or K LESS THAN I OMMUM SAACNG W4IA110 TOR EACH ANCHOR WINE AT ANCHOR LEGEND.
<br />1/4'•
<br />1/4".
<br />I/r•
<br />1/11
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<br />7 0 R
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<br />_
<br />m
<br />_
<br />o.a
<br />u
<br />-
<br />INSTALLATION
<br />INTO
<br />DETAILS FOR REGULAR PANELS
<br />EXISTING WOOD STRUCTURES
<br />(I & A
<br />- t
<br />I,t
<br />/f1-10 PANDJM7E RUs
<br />--i
<br />U-10 PANRIIATE PLUS
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<br />DIJIIECT MOUNT
<br />J INSTALLATION DIRrCT
<br />h0lj� Iffw
<br />MOUNT
<br />INSTALLATION
<br />NDTF6:
<br />SCALE 3/8-1*
<br />1, INSTALLATIONS FOR ALTERNATIVES 6W. 9W A 1DW ONLY VALID FOR
<br />DESIGN UP TO +43.0. -46.0 AND
<br />111111NIN///y
<br />- p. TICS/TA
<br />BUILDINGS WITH kS.O LOAD$
<br />o.s.T.
<br />A+LRI
<br />PANEL'S LENGTH UP TO 12'-4-T•�'t
<br />2. FOR NEW WOOD FRAME CONSTRUCTION:
<br />w000 MEM0EN5 TO BE SOUTHERN
<br />,-••"'•••._y
<br />JGENSF '•.P
<br />PINE NO. 2, W/ SPECIFIC DENSTTY
<br />OF 0.55 OR EQUAL.
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<br />FLORIDA
<br />BUILDING CODE (High Velocity Nurrleans
<br />Zone
<br />£
<br />No. 41
<br />of00D'x�o. "E 20 GAGE GALVANIZED STEEL STORM PANEL
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<br />NOTE FOR COIMNATION DF OFCTIONS!
<br />_S
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<br />TOP A BOTTOM MOUNTINGS CAN BE
<br />IN
<br />coM01NED IN ANY WAY TO SUIT ANY
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<br />e7/K/aoK
<br />INSTALLATION.
<br />41F;. •-A./�ZpZj
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<br />INSTALLATION DETAILS FOR OPTION j, 1 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />/.. LAG SO.Two a DIG. W/ INTO EXISTING WOOD STRUCTURES
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