|
811.1.3&4
<br />1
<br />OR WK
<br />WALL AND EWOR MOUNTiNG
<br />INSTALLATION FOR
<br />;�_-
<br />r_�6, SPLIT
<br />PANELS
<br />taY7F
<br />jm+i N \
<br />{4ryp@.6.1y1Ja1gY�aM�•
<br />M4=a
<br />7- AYuti..IARE�-e•
<br />C
<br />®
<br />IFJR a01,ON)
<br />i,
<br />SM. TOP
<br />lU
<br />I
<br />,• I +�a�
<br />1
<br />Y.
<br />�� ?" YA
<br />,' i•
<br />I/ri nft Bu3I
<br />wAStra a Nut.
<br />610 UPON
<br />A.
<br />I
<br />I
<br />I
<br />EDGE OF WALL
<br />r
<br />i. ' .-. ,•
<br />C
<br />COFAIWI'�'E OR�"61pM
<br />rANID EaCX
<br />Af6/,TAWW/N21/L/r
<br />�..
<br />i
<br />4 1/2' -J
<br />MAN. ED. x
<br />FILED Buts
<br />i
<br />1
<br />1
<br />i
<br />i aN
<br />I
<br />I
<br />i4C
<br />SOME: 1 4" 1"
<br />+10 E��,,"
<br />=
<br />"TAIL
<br />1 4 k
<br />IDL
<br />1/4•
<br />M..
<br />i
<br />1
<br />$-= a k a)
<br />`� WIICI NXIOIMf �•
<br />FSi IY D.C. Y \ FWID BLOCK
<br />w-0• Y4. MNFA (A 1/4'4 nMl NATO
<br />Mw RARG _NE9- - FV iLWQ a NUT.
<br />WA00K ,
<br />I 212'q/45O'-a' M
<br />Alert. ANOIE
<br />ONE 2 k u Y� I - E
<br />A� SECTION Y-
<br />SCALE SCALE
<br />� KilYalk4�
<br />1IULLION SCM4EOULE
<br />MOP. MULLION
<br />REQUIRED W
<br />SPAN (FL) •
<br />TUBE MULLION "
<br />4'-Er2`
<br />9C1®U L
<br />WRITE!
<br />TO r-a'
<br />uTAOT4'-6"
<br />SN
<br />4
<br />atOV 4
<br />�
<br />�H}•CIAHEINMrI
<br />.
<br />RI .
<br />.Lr S
<br />```'--
<br />1`N . 44167
<br />W-87 TO
<br />15• a ,1 f/ea'•.
<br />> B'-,0' 1D 8'-0'
<br />2• , 6' A 1/Ile:
<br />SP,P M7y0 Aff,OEFOR
<br />e 1A5_R T PRESSURE RATING5T0��2 � 71E0
<br />S�CN�.E 3�t3
<br />NOTE MULLION CAN ALSO BE aE3TAL1ET1 W/O STORM PANELS ON TOP
<br />OR BaNTOM SO THAT iT LS tAGIED AT 7M° OR BOTTOM OF OPD*tG.
<br />(ONE PANEL OPENING w/ TUBE TOP & BOTIOFO
<br />.bl . . 1 • . .. l7ii._• kLM d
<br />WALL MOUNTING
<br />TING
<br />���N - LL�l��
<br />SCALE 1/4' - 1-
<br />,NOTES:
<br />1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.O. DESIGN LOADS
<br />UP TO +55.5, --72.0 p,6.f. AND PANEL'S LENGTH UP TO B'-$
<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 />NOTE FOR COMBINATION OF SEL'Tx)NS:
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />,�-wMFl M/6• O, YW.
<br />W' ',�.G rOprfN. N,.syp.
<br />1111111111111111
<br />loll 1111011111
<br />'al"�R�` T1W1[1!'`,H■ETA"!•EIr'!1■C]�' TIDE
<br />4
<br />1
<br />mr
<br />Te TJr
<br />i a
<br />m tANA
<br />{/-�-OWc
<br />eX.t
<br />� 7 J � eO wM�•MarMm-. 4 � _
<br />{ '•..."•••,„....�-__�'._�._ -E MP4ItMP3t14AP BNaR tAtx �.....w....w
<br />�1"�OnDOR Y�NO iiW�L�����N�
<br />iN���N�YMMINE VAUAVMM- LL����
<br />(SECT" AT TOP IS LIMITED TO +55.5-67.0 MAX. SCALE 1/4' - 1-
<br />A.S.D. DESIGN PRESSURE RATING)
<br />/S} SCALE 1/4- . I-
<br />fo�Ao� •1� ,
<br />6
<br />r r ,r<Mx a4 40altE.p
<br />!R A,eX Auon'a
<br />ff'40oA00k1-
<br />r Ma a64 NPIa o®f
<br />$ Two
<br />INSTAi.LATl N - SIMMIM 4AW
<br />SCALE 1/4- - F'
<br />CONCRETE ANCHOR$ CONCRETE AN04M NN CONCRETE MOCHOISI SEE SC EDLAt ON LAW T4,
<br />(SEE SC5+3�LE 1 (SEE SCHED= OWN n7R WOW SYREW. SEE SBOPIdI ON SHEET 18
<br />'\ SW 14) rs 1. 1f 1W/15
<br />1/4, 2/b 2A/4, 3/4 OR 4/4 I, 2 d11W/15 �a-E
<br />-, _}! POVRED CONCRETE _i I-A0
<br />.50D• 2sD` Rea° Sur saD . I Wn
<br />_ Iwmc HaN.
<br />POURED
<br />I ! - I -
<br />I SEE6 ., I S1EFtf4 j t MET Pam) (ANIEAICR (NTesOR FNW (BREpOR PANEL) Uf/b PAB'L)
<br />MRMm. FOR NA SEPARATIONaWf
<br />I I TO CIA=
<br />7/aay3 7Jp�RF7
<br />wiMO
<br />R EyE�n
<br />SIW a 12 11r EVER,
<br />1 1
<br />I �1/41�H1Ed• W,gE1pVE LAMS L , 4'l, NYfSPEIZ�tAlPf13
<br />Mkv #�3y S�Minr(OISE ,•'A�• ''�Ii tiff J.-
<br />It
<br />lOO}i t2 1/2' CL - B1 72 ff2 °.F ..-
<br />(SEE M. 1/14) 7 Ly (CDer. 2/1 i/ I 1N -
<br />' I � I I ( I K LOOAOOM
<br />I I
<br />. f. i (SEE D,KSRi%t4
<br />} 14 k
<br />I 2/ ) TENNIS 4 cN. NGCAaaY
<br />j
<br />POUIRED CONCRETE; m $
<br />W OR
<br />WALL
<br />RECURRED
<br />/4. 2/4, 201 3/4 OR 4/4 1 T. 2(& 16/15 L0.1, AE 1W/15
<br />L
<br />ONA.LEE SAFETY PAREL
<br />Cal. REGULAR I LOCATION I EE NOTE tEMELOW�
<br />WE SWETY' OR
<br />PANELS W/ -_ SAFETY _
<br />1`-----_._.�.._-- ----- W/O REGULAR TRACKS
<br />(BEE NOTE I {I� q
<br />�°W) x M PANEL Ett
<br />CONCRETE ANCGRS £ / 1!. f /.F. %. �51W.1
<br />.l STMM°PI�Apff�I.ROEAPRFNIt#iLED
<br />.! �EGplp1E ran,
<br />(SEe ,- PORED CfPICREiE'- 1 '
<br />4 OLJEE ORM ALWAYSCWTAIEPRI
<br />- W1- COFiDR1019) TKR! N1TE
<br />° REDID
<br />F-,'••i TO BED OR REMOVED FROM 1R6IDE
<br />CtMNR,AETE AN(34ORS
<br />(sEx
<br />ELEVATION
<br />WALL MOUE G INSTALLATION XAL SCALE 3/32--1-
<br />- SECTION 1 scA.E: 3Ig` - I ra/4• MN.. GP � °" 1 • 1 • ,f4` wP. - SECTION 2 SCALE: 3/9" - r
<br />�
<br />„Q1M-QN-1 'RAFm STORM PANEL T{p=H INSTALLATION :
<br />I. LIFE SAFETY STORM PANEL DAN BE LOCATED AS AN END PANEL (FIRST OR EAST PANEL) i -
<br />OR AS AN INTERIOR PANEL. (ANY FUNNEL LOCATION IN BETWEEN ENO PANELS). 8 AT PI7ERHOn PAN05. $ T,NN7E LOGiRN
<br />AYlie T)PANLI9.
<br />LIFE SAFETY PANELS ANY OR MAY NOT BE 04STALLED ADJACENT TO REGULAR PANELS
<br />1)
<br />(W/ OR W/O REGULAR TRACKS.)
<br />�+�. /�
<br />2 LFE SAtEi'! PANEL CONSISTS OF 0,038' GALVANIZED &TEEM. STORM PANEL AS -M3-E09N 9-8
<br />PER 4;UMPONENTM. SHEET 2 OF DRAWING. SCALE 3/32•-I•
<br />THIS PANEL ITSELF TO BE REMOVED OR 09STALLED FROM 1HE 04SIDE OF
<br />STRUCTURE.
<br />I ',
<br />3. LIFE SAFETY PANEL REQUIRES TOP TRACK TO BE oO,PONENTO& BOTTOM TRACK TO ANNt"'fiA
<br />BE CO@)AS PER BHEET 2 OF THIS DRAWING. �,Q'•,...•..
<br />p�'' ,
<br />COMFOTENi �7 i Y BE ONSTALIffi WALL OR FLOOR MOUNTED FOLLOWING SECTIONS 1 & ? '` = -
<br />'`'%
<br />? ON Tti1s Sf$ET. AS WELL AS DETAILS , & 2 ON SHEET /4. �� �GENSF Sy
<br />- - FLORIDA WILDING CODE (HIT h Velocity Nu cam m Zone
<br />4. MA LENGTH FOR COMPOIEErt �j L4 15' C
<br />Max. ANCFbR sPACR4G troll COMPONENT ®ANCHORAGE AT OPEN ND' 2 020CE) T1LMM MC PP,
<br />COTTON 15 ON 20 GAGE GALVANIZED STEEL SMM PANEL
<br />SCHEDULES 1& 2. SHEET 14. s *:, * S DAMON W.COMPONENT_t
<br />MAY BE PERMANENT OR REMOVABLE ATE ��a,ME/2o30
<br />�iGLOBAL
<br />---
<br />6, SEE DETAILS .FOR NSTALLATOSN INTO WOOD FRAME DRAWINGS ON SHEET 15. �'Q''•, 0S((SS PROTECTION PRODUCTS, LLC.
<br />I�� O INC.
<br />.•R. '
<br />''-Ay:�y�
<br />OMML n-t33}'
<br />1R SEE SMELT 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE IWALTATDN OF �. S ` A
<br />ONA / 'a' PHOW, OM4)m-764D. FAX: 0")=-WV7 20-176
<br />$PACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCW/WOOD SANDS. Uhl, Nt Pam: MI-,ne.'W'rpp1;YLH m
<br />IMifF-- .al..r MMAns MMx
<br />G-001A'r14
<br />PL SEAL/SbNRA9.%WTE A TALI, dr. P.E NkT 4
<br />STET rl or 20
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (Q.s.f•) AND GQRRESPONDING
<br />MAXIMUM PANEL LEMON W SCHEDULE
<br />(MM ID Old Y FOw PANFTMl� k/1] WLCT&LAWAM AS PFR tErTNYLC 1 THIN, I. YN CIIFFTR 4. A r Al
<br />MAXIMUM ASA
<br />MO of
<br />Ma,. IENQTHSEATSM
<br />(SELL n,
<br />CONOMI10U
<br />cF TEEM
<br />+55A -n.0
<br />7'-5' OR UM
<br />2 IN
<br />UNOMIM
<br />, THNN a & 7
<br />+55.& -72.0
<br />» '-O' TO a'-r• M-
<br />2 3/4'
<br />UNPOLTED
<br />, THAU S & 7
<br />+%A -72.0
<br />18'-8" TO 11'-2* Mnt.
<br />2112,
<br />" OIEaIDS N
<br />6
<br />+43./, -48.0
<br />IE- * ON LESS
<br />3 1/2-
<br />a. 9 & 10
<br />- SILTED W/ 1/4`0-200' ITS. MS t "NOW AT OAtlM a WCUER M 5F PANEL
<br />C/ALBY ONLY FOR PANELS (Da 0.NSTAIIATIONS AS PER SECTIONS 1 THRU 7, ON SHEETS 4 & 5)
<br />MNINAAM ASD.
<br />DE'SGN
<br />PRESSURE
<br />M H.}
<br />wMN M4CHM BPACW FOR E9. - 3 1/r -
<br />_.
<br />APPLICABLE TO
<br />SWANS / &
<br />ON
<br />AM' F TNIMBLOCK
<br />MAXOAMY PALL
<br />LENGM 1' (!L)
<br />TSPCON
<br />OF TAP -DRIP
<br />tYiN-IN
<br />PM4xMATE FESNLE 0
<br />PM tMATE PUS
<br />TO CGMCI6.TE
<br />To
<br />M CONCRETE
<br />TO
<br />COICRE E
<br />TO CONCRETE
<br />TO
<br />C
<br />SLOCIC
<br />10 CONCRETE
<br />In
<br />O pC�E
<br />toCO *C RM
<br />I X
<br />.ONE
<br />WA
<br />N/A
<br />W
<br />N/A
<br />N'
<br />AfA
<br />6'
<br />WA
<br />i (TOP)
<br />S'
<br />S•
<br />R/A
<br />N/A
<br />r
<br />6'
<br />6'
<br />6'
<br />r
<br />M
<br />1 (WI OW)
<br />a'
<br />N/A
<br />N/A
<br />WA
<br />6'
<br />WA
<br />6'
<br />N/A
<br />K
<br />N/A
<br />2 ARP)
<br />d'
<br />N/A
<br />N/A
<br />MLA
<br />6"
<br />R/A
<br />r
<br />N/A
<br />w
<br />N/A
<br />2 (BOTTOM,
<br />+55.14 -72.0
<br />r
<br />WA
<br />N/A
<br />R/A
<br />fl'
<br />N/A
<br />6'
<br />N/A
<br />B•
<br />N/A
<br />3 & 4 MP)
<br />Y-S' OR LESS
<br />DR Less
<br />r
<br />r
<br />NF'A
<br />N/A
<br />6'
<br />6'
<br />6'
<br />M4JA
<br />N/A
<br />N/A
<br />r•
<br />N/A
<br />e•
<br />WA
<br />IF.
<br />N/A
<br />7 (TOP)
<br />11
<br />S'
<br />TH/A
<br />N/A
<br />W'
<br />W
<br />B'
<br />6'
<br />M
<br />N/A
<br />NJA
<br />T2 1/2"
<br />W 1/4"
<br />12 iA*
<br />a 1/4`
<br />8 1/4•
<br />1 6 1/4" 1
<br />6 I/a"
<br />1 6 1/4'
<br />SEE,NETTS 10 a ,1 TOR AMM40M TM A SPACING FOR INSTALLATIONS WTO WOOD FRAME VAUNNO.
<br />MINIMUM AINGGR SPFdM1TS AND MMUM EDGE WINCE ARE ICKATED ON THIS SCHITK L FOR CA LELS
<br />?I" INO wo ON "*DUX REDUCE mom SPACING BY MAAxKvw SWART, SWOON ON S M UUC BY
<br />THE FaLOWOO FACTORS. FOR INS OPERATION TO BE POSPOL SPADNO OBOMED tRM4 FACTOR
<br />SNM.L NOT BE LESS THAN MNMVY SPAMWO NB,6OFD FOR LACK ANCHOR TOE AT ANCIM LEOENO,
<br />AItl TOE
<br />1/4.
<br />1/4'.
<br />1/4-!
<br />1/41
<br />1/4'.
<br />1/r.
<br />UPCMI
<br />Q 1MAt!
<br />ARIA
<br />PEAMIJEW
<br />PUKE
<br />CwNF-ai
<br />Tap -BET
<br />w mom wAws (IA)
<br />3
<br />3
<br />3
<br />1 3
<br />2 ,n
<br />3
<br />4YmM,ttawa tw•r,w M3
<br />3
<br />3
<br />3
<br />]
<br />a 1n
<br />9O.Ha0 hnYb am
<br />3
<br />3
<br />3 ,/2
<br />1 3 ,n
<br />4
<br />3 T
<br />TAR
<br />IL 11 vN�i
<br />R161a
<br />t
<br />, ,n.
<br />y3
<br />Sa
<br />_
<br />3.
<br />>kR
<br />t0P
<br />1JW
<br />As
<br />-
<br />b 1
<br />-
<br />TAG
<br />tm
<br />t.a0
<br />v4 LD. , 3/6 uND H1TBe5 8 AiNHG wJ INSTALLATION
<br />DETAILS IeQ REGULAR PANELS
<br />(j) & J2
<br />,f4 I-2G' S9. MA . B ,f•• OL. FOk
<br />FARM UILIA" UP TO r-0• AIa 6 ,/4. O.D.
<br />FOR UENOW IT, TO r-r Ma,. OR fi4-tO
<br />INTO
<br />EXISTING W STR4CTURES
<br />��
<br />PANEIYWE FDA" ID OR PANELWTE PUTS a
<br />121 0. C. wTM 1 1/2` MN. r4mu EO
<br />4
<br />TO HEADED FOR ALL LFMOTS UP
<br />f
<br />A.T1I
<br />w' xwIXr YWNCA-°b0i6'"w'10"
<br />741-+
<br />ED
<br />to
<br />['
<br />ED
<br />3 q.M
<br />EQ
<br />EQ
<br />i
<br />I
<br />w= WADER
<br />1
<br />'
<br />t
<br />"M "Lem
<br />R4arlab
<br />7400 MEAaa
<br />RpM@
<br />1
<br />FT�i�LLrEE� i tW
<br />SCALE SfBxi•
<br />SCALE 3/9-1,
<br />I
<br />1
<br />I
<br />T
<br />1
<br />3 wm BR.N" a i
<br />SEEIT
<br />FOR AG,. SEPNRApN I
<br />s o IAN
<br />TO OIASS.
<br />FORIOP. I aW
<br />L
<br />j
<br />I
<br />W�upr
<br />TO CLAM,
<br />LA,
<br />i
<br />a
<br />I.
<br />EQ 7
<br />EV1
<br />I (
<br />N
<br />EO r
<br />OR
<br />EO(
<br />Eat
<br />tf 2"ED
<br />�..',R
<br />i , 41°JaN 1RAif
<br />1 [ 1lI H LOW
<br />ILEML BRASS 6 i/4 'O.C.
<br />i [t` tti I
<br />-"`I-wY- J u/yq'
<br />btRWUNC
<br />t t�� PON P/J/Fl L0N6ilS UPro g•-C• AND a
<br />` ,
<br />\` 4 1 wA16 1�r Y D.G
<br />1 0 1/4. O.C. FOR tEIpMS UP TO a'-r 11eA
<br />WL f14-t0 FYIIDAAE STY" (D OR
<br />(i I
<br />•'`-1
<br />0MOAATE PLUS a 12 I/r O. G ARM T
<br />11
<br />1
<br />V4S •fN5 s a r 0G x/
<br />'/2 PENETIAaM1pN
<br />ALSERNAM AN
<br />ALTERNATIVE 4W
<br />I/2' 1a. T} D PENETAATON A
<br />IaW/0TH OF EXISTING WOW PLATE FOR2W
<br />- f i
<br />PUtE I I
<br />w TRW=
<br />a mom" or YIAME
<br />SCALE 3/8-1-
<br />SCALE 3/8-1-
<br />i ALL LEHGnn UP TO s'-r m-
<br />L i
<br />�i
<br />Q FRAME
<br />F7yY2I wE2.
<br />.WBM�ItM INSTALIATION -
<br />I
<br />NOTE _
<br />NOT SHDWH FOR CLARITY
<br />A NATIVE BW
<br />SCALE 3/8-1-
<br />SCN.E 3/D.1'
<br />NNMNNgItTNINI
<br />N J,•
<br />TIi� /
<br />1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WLTH A.S.D. DESIGN LENDS
<br />UP TO +55.5, -72.0 P$F AND PANEL'S LENGTH UP TO W-B'.
<br />�t
<br />,�'E`.tl.N• ' �ENs� -;7, 'Gi
<br />,�•T�: a.
<br />FLORIDA BUILDING CODE Ni h Vetoclly NU fit Zone
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />$
<br />18 :.
<br />ONOO luTwo,W-
<br />20 GM1E GALVANIZED STEEL STORM PANEL
<br />PINE NO, 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />= ri4.
<br />N ft
<br />(T �
<br />ttr�.r
<br />�M,y,c
<br />GL08Al PROTECTION PROIF\'V U.C.
<br />"a'Ff2w/20YW
<br />_
<br />Nfl F CRF'N RWIDN OF SECTIONS
<br />�^(
<br />I E O INC.
<br />7+TF
<br />"w LW. 51 sow
<br />TIAYIE, n 14
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED ANY WAY TO SUIT ANY
<br />�." •
<br />NANNAhhAyE
<br />Al 3w r. Ir 3q +� M kWooa, n a,.
<br />HALL t� M1A-CODs71w wH-nm
<br />A0e (Se4)M-IM, TAX, M4)04-W727
<br />2D-/ 7fi
<br />INSTALLATION.
<br />NA L SFAAIf9ptlI41TNSJW7E
<br />WALTER A 4T., PE
<br />wr ms
<br />1H-,4i r
<br />ABET 1, a
<br />STUDS a
<br />1
<br />m tO
<br />S)
<br />a a a r a
<br />OIs 1 ell \N . A M
<br />rive Aa.\ .•:: , :A • �: ,- \.+ "a W7 a
<br />L Ll s ,.*j\
<br />STUDS 4B EVER
<br />OMLA
<br />i2 1/2" 0. C
<br />}CIO PAT&
<br />AX M, (CAM 1)
<br />T.
<br />MIN. (CASE 1)
<br />0
<br />ALTERNATE
<br />LOCATION
<br />AT END PANEL
<br />1/4' I�I SEE I 1 SEE 1 I �° INTERIOR PAWL. i-•-•-END PANEL
<br />SPALiN C_3, MNM.: ACING
<br />DETAIL 2 FLOOR• MOUNTING INSL. ION (APPUCABLE TO 5C 2)
<br />SCAM& 3I1a- - r
<br />MAXIMUM J RESSURE RATING (p.z.f.) AND CORRESPONDING
<br />MAXiMUM PANEL LENGTH .Lf! SCHEDULE
<br />lA6PL/A81.E ONLY TO SECTION[ 1 h 7 NIX[= FOR La 5l= STORM PA _.,
<br />mwu ON SHEET 131.
<br />MAXIMUM AS-O.
<br />OEM
<br />PRESSURE
<br />81 1
<br />WCON
<br />1 CF TAP-OR4
<br />mx-N
<br />PM6LAMTE FEMME 0
<br />RMaUNlE PIIB
<br />k
<br />00M&RAMOM
<br />CF INEM
<br />MAXIMUM AND.
<br />UEA M %- 00
<br />To
<br />L'ON10
<br />MACH
<br />TO
<br />CON FETE
<br />MOC1I
<br />TO
<br />CONCRETEBL6d(
<br />CCHgro1ETE
<br />TO
<br />MxNr>ETE
<br />BROCI
<br />ro
<br />COIkUIF1F
<br />1O
<br />BMOC(
<br />55.0, -12.0
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />S"
<br />NIA
<br />S'
<br />NIA
<br />8'
<br />N/A
<br />1 & 2 (TOP).
<br />5'-" OR Las
<br />r
<br />7'
<br />9'
<br />9•
<br />4•
<br />9.
<br />9'
<br />S'
<br />9-
<br />9'
<br />1 (BOTTOM)
<br />+55.0 -72.0
<br />a-
<br />N/A
<br />N/A
<br />N/A
<br />6"
<br />N/A
<br />a'
<br />N/A
<br />5'
<br />N/A
<br />1 & 2 Crop)
<br />5'-0" TO 7'-6-
<br />9'
<br />5'
<br />g`
<br />g"
<br />4`
<br />7 1/2-
<br />9"
<br />B`
<br />9"
<br />9•
<br />1 (DOTTOM)
<br />+55R -72.0
<br />$'
<br />N/A
<br />N/A
<br />N/A
<br />a'
<br />N/A
<br />6"
<br />N/A
<br />6-
<br />N/A
<br />1 & 2 (TOP)
<br />7-6- To a-8-
<br />(BOTTOM)
<br />MOWN "A
<br />PRESWRE
<br />I Pao a Ve We. NEW TOP Of MOM
<br />DBE I (ODD a r MM RBM TOP OF MRW
<br />APPPLXan" SIE �
<br />MOF
<br />MAXIMUM PANEELL
<br />LENGTH -L' (N.)
<br />WOW-
<br />CONCRETE
<br />itBNAi�
<br />+49.2 -813
<br />3" 3'
<br />4 1/2' 4 1 2-..
<br />2 (BOTTOM)
<br />r-8- OR LESS
<br />+52.8 -36.0
<br />3" 1 3-
<br />4' ' 4-
<br />2 (BOTTOM)
<br />7-6. OR LESS
<br />+55.0 -72.0
<br />2 1/2' I 2 1/2'
<br />4' i 3 ,/2-
<br />2 (F30TToM)
<br />7'-6' OR LESS
<br />+SILO -72.0
<br />2 1/2' I 2 1/T'
<br />N/A , N/A
<br />2 (BOTTOM)
<br />7'-6' TO M}•-0"
<br />+SILO -72.9
<br />N/A I N/A
<br />3' �. 3•
<br />2 (96TTOM)
<br />--i TO 9'-a'
<br />MA,aMi ARIA aaw
<br />w- AMFL LOCEN
<br />WMMIN ,
<br />„,�
<br />(-;IA"
<br />TO BASS
<br />Oa 01ON
<br />4biq -]2A
<br />S-w
<br />2 3/4•
<br />Lwlatm
<br />SEE SHEET 15 FOR ARCIGR9 TYPE & SPACING MR INSGNUAMIS INTO WOOD FRCS BUILDING.
<br />MW WM ANCHOR SPACBAS AND MR MUM 0% DISTANCE ARE POICAIEO ON THIS SCHEDULE. FOR
<br />EA. LIMN INDICATED ON SOKWU MOM ANCHOR EPACIND IV IALALWIW TSPACING
<br />ON SCHEDULE BY THE FOLLOW FACTORS. rOA MB W04CON 10 BE POSSIBLE.
<br />SPACM OBTAMM FA" FAVIAL NOT IS LESS THAN MINMUM %PWO O
<br />IN FOR EACH AICHWR TYPE AT AHUHORB LECEdD.
<br />Now T"
<br />i/41
<br />1J4'i
<br />i/110
<br />1/4'.
<br />1/4.
<br />TAPOIM
<br />it TAP -ow
<br />CNA-N
<br />NA mum NNW (Y,.)
<br />3
<br />3
<br />3
<br />3
<br />2 In
<br />PmMpNRa (bJ
<br />3
<br />J
<br />3...
<br />3
<br />3
<br />Ra W UMW, aFj
<br />3
<br />b
<br />1 3 1/2
<br />3 In
<br />4
<br />ACIIEL P.aL �7S
<br />IM.'FOR
<br />36
<br />I/r
<br />,MD
<br />-
<br />im
<br />NAUD ONLY FOR
<br />AS PER SECTIONS 1 TAW 10. ON SHEETS 4. 6 & 6)
<br />MAXIMUM
<br />YAIRRAI MOM SPACING FOR EA. - 3 t/r -
<br />A3LD. DEMON
<br />UPCON
<br />OF TAP -CRAP
<br />°MR -RI
<br />PMWJA 1E FEMALE 10
<br />PF.VFTAMwE PUS
<br />StM1G SET
<br />APPLICABLE TO
<br />w / k
<br />PANEL
<br />RATING PRESSURE
<br />TO TxM,CPLIE
<br />ro
<br />OBLOCK E
<br />MLCNO
<br />ro CONCRETE
<br />TG
<br />COHCREME
<br />BLOCK
<br />TO e0aMd7i1E
<br />ro
<br />CONCRETE
<br />BLOCK
<br />TO EVNC7£7E
<br />7G
<br />CONCRETE
<br />BIDCR
<br />TO CONCRETE
<br />TO
<br />CONCRETE
<br />BLOOK
<br />TD COHICIifT[
<br />TO
<br />CONCRETE
<br />BLaCHt
<br />N4Y F THEHtmaN
<br />ART w
<br />OF 71EN
<br />WdMARK"
<br />LEMHOnN 1' (IL)
<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 />4'
<br />N/A
<br />N/A
<br />6'
<br />6" _
<br />6'
<br />8'
<br />61
<br />a"
<br />..-N/A
<br />N/A
<br />t (BMOM)
<br />6"
<br />N/A
<br />N/A
<br />N/A
<br />e`
<br />N/A
<br />S-
<br />N/A
<br />6-
<br />NIA
<br />w/A
<br />N/A
<br />2 (TOP)
<br />6"
<br />N/A
<br />N/A
<br />N/A
<br />d"
<br />N/A
<br />3'
<br />N/A
<br />5"
<br />N/A
<br />N/A
<br />N/A
<br />2 (BOTTOM)
<br />564. -12.0
<br />tr
<br />N/A
<br />N/A
<br />N/A
<br />6`
<br />N/A.
<br />Ir
<br />N/A
<br />B-
<br />N/A
<br />N/A..
<br />N/A
<br />3 At 4 (TOP)
<br />T7'-S` TO W-6"
<br />OR LESS
<br />0'..
<br />4-
<br />N/A
<br />NIA
<br />g"
<br />B`
<br />e"
<br />r
<br />6'
<br />6'
<br />NJA
<br />N/A
<br />3 (BOTTOM)
<br />6'
<br />N/A
<br />NiA,
<br />N/A
<br />r
<br />N/A.
<br />$'
<br />N/A
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />7 (TOP)
<br />6'
<br />4•
<br />N/A
<br />N/A
<br />1.
<br />6'
<br />6-
<br />1.
<br />$'
<br />N/A
<br />N/A
<br />4 & 7 (BOTTOM)
<br />N/A
<br />N/A
<br />12 1/2-
<br />6 1/4•
<br />12 1/2-
<br />6 I/4-
<br />6 t/4-
<br />6 1/4"
<br />6 1/4-
<br />6 1/4-
<br />N/A
<br />N/A
<br />5 (TOP/BOTTOM)
<br />60.0, -53.3
<br />NIA
<br />N/A
<br />12 1/2`
<br />1 6 1/4'
<br />12 1/2'
<br />6 1/4'
<br />6 1/4'
<br />6 1/4'
<br />1 6 1/4'
<br />6 1/4-
<br />N/A
<br />MIA
<br />6 (TOP/801TOM)
<br />'-8' TO k1'-2'
<br />55.0. -724
<br />N/A
<br />N/A
<br />6 1/4' 1
<br />N/A
<br />6 ibr
<br />N/A
<br />6 1/4'
<br />6 1/4-
<br />6 1/4'
<br />6 1/4'
<br />N/A
<br />N/A
<br />6 (TOP/BOTTOM)
<br />'-r TO i1'-2-
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6 1/4'
<br />6 1/4-
<br />6 1/4-
<br />6 1/4'
<br />a. 6. 10 (TOP)
<br />A -4&0
<br />6-
<br />4"
<br />N/A
<br />NIA
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />a"
<br />6 1/4-
<br />6 1/4-
<br />B (BOTTOM}
<br />12-4* OR LESS
<br />OR LESS
<br />6'
<br />4`
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />6'
<br />6 1/4`
<br />6 1/4'
<br />9 (BOTTOM)
<br />N/A
<br />I N/A
<br />NIA
<br />N/A
<br />N/A
<br />j N/A
<br />NIA
<br />I N/A
<br />6 1/4-
<br />1 6 1/4' 1
<br />6 114"
<br />6 1/4`
<br />10 (BOTTM7N)
<br />SEE SHEETS 10, IT AND 12 FOR ANCHORS 7TPE & SMINO FOR HSTALIATIONS ROD WOW FpV E BUILDING,
<br />MHMWM ANCHOR SPACV45 AMC MINIMUM EDGE DWAi0E AM INDICATED ON INS SCHMM FOR ETA Lffi
<br />THAN INNCCED ON SCEOIAL REDUCE ANCHOR SPACING BY MW.wKW4 SPACING SHOWN ON 90NE0VLa Of
<br />THE FOUAMND FACTORS, FOR TAM OPEAATWM TO W POSSbtE REDUCED SPACNG OBILAI VI USING FACTOR
<br />MALL NOT BE LESS THAN WR SPACRMO IMOMATED FDB EACH ANCHOR TYPE AT ANCHORS LECEM)
<br />Allp� T}P[
<br />7/0!
<br />1/4-a
<br />1/4'.
<br />1/4'.
<br />1/PaFEMME
<br />1AMIi1I
<br />Zf wP-M�
<br />0
<br />PLUS
<br />G,J(-N
<br />Ad1D-$T
<br />Mw '"0" ePwCINO N^/
<br />3
<br />3
<br />3
<br />3
<br />2 in
<br />3
<br />ltmaomAwo OeuaRb OAa
<br />3
<br />a
<br />3
<br />3
<br />3
<br />3 1/2
<br />NAW4 R-x,Ar /eeA
<br />S
<br />3
<br />3 1J2
<br />3 to
<br />4
<br />3 ,/k
<br />ACRIL, CA I ■B18i)
<br />ITA•0
<br />T O It
<br />t 1/2'
<br />I
<br />2 t
<br />Oi!
<br />r
<br />3 t
<br />INSTALLATION DETAILS EQRREGULAR PANEU A
<br />1hIjQ EXISTING WOOD STRUCTURES
<br />MT
<br />I' {14-10 RMALMOE PLUS d 14-10 PANEyMATE PLUS M� /14-10 PANELWTE PLUS
<br />t'- 64 O,C wi 1 7/lt'
<br />/EXISTING
<br />j ¢ I it
<br />A11 OWING WOOD HEADER . 70 EO TO O wFi_SDFR
<br />WOODHEADER
<br />WrASTIM OOD
<br />•
<br />STUD 0 BABY sw
<br />CAM not, sw 9
<br />WOOD HEADER 2 1 f Wn.1 i
<br />F� '+• i REQUIRED I
<br />l +
<br />F M
<br />SFE REIk7NAE ON SCHEDULEON
<br />Sox SEE SC
<br />I '
<br />SHEET 9GY
<br />SI#ET a i FOY ,OnSEPAnA71CR
<br />FOR FRO.
<br />TO gwts.
<br />wa. PANEL LENGTH .-------_ t-_ W. PANEL LENGTH M- PANEL LENGTH
<br />NOTEv4Y^'MCI,• 5.` 1 CITE ,E i) , 2mU• &S., (SEE HOLE 1) ,J a1111. 9S� i(SEE NOTE u
<br />YS wJ T/AY M.3. x/ 7Jev i - MS IF
<br />3/3y RING ,an 3 wRp NUT -I 44NW tRI I
<br />4` B�[r aIERIMa y EwRY OrEwAP EMERY o•EwIAP
<br />i
<br />j
<br />I Sall
<br />3t �
<br />`
<br />3 s
<br />OF V I w" I
<br />OF w^ 1 i IAAI I
<br />t ' I
<br />�,
<br />1 L I T'
<br />i I I
<br />M
<br />��
<br />Q. •W• 12 In as j Ea I
<br />, O. 1 1/4** LAG SCREWS
<br />i I 1 e I L { i [ 6' O.G B/I 1/2'
<br />2'k4' WOOD. j t Y14' wOPD P f - YA4' wU00 PLA I". THREADED
<br />REWIRED t I4-t0 PMEL.w4TE PLUS REWRRED i t REWRED { I PD&7R&r.ON AT
<br />{ I
<br />8 1/# O.CPGI.Wf 11 7/3- IwOF PLATE
<br />/4YNANO SCREWSO `
<br />LED WIDTH OF PULEflT
<br />.*,-sTAp;�Mm w/I,/2'
<br />U1,11
<br />MPENE,RA-
<br />MIDWOM OF PLATL
<br />SCALE 3/8-1-
<br />SCALE 3/4-1- SCALE 3/5-1-
<br />N4.TES
<br />1. INSTALLATIONS FOR ALTERNATIVES SIN, OW & IOW ONLY VAUD FOR aNLdIEIINyq/h
<br />BUILDINGS WITH p:,., D. DE D$ UP TO +434, -48.0 AND
<br />P.BS.
<br />LENGTH ¢ TO I
<br />L FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN •'•,
<br />�t1:. �GENS'• y.
<br />PINE Wa. 2, W/ SPECIFIC DENSITY OF 0,55 OR EOLNL. \. F - FLORIDA BUILDING CODE (Nigh VelocityNu no Zone
<br />FOR COMBINATION of SECTIO s. ND. 41 * _ °Tic• ° ' 20 GAGE GALVANIZED STEEL STORM PANEL.
<br />NOTE DRANR W.
<br />�7kt
<br />TOP & BOTTOM MOUNTR4C5 CAN BE �'' •.�.=-y '�"
<br />COMBINED IN ANY WAY TO SUIT ANY -oq S TE'++ - _.. 7 GLOBAL PROTECTION PRODUCTS, LLC. D' ,,,�;
<br />�NC•
<br />-it,::.,"L
<br />INSTALLATION.MO � r �'3aT'�t�4�
<br />%r, F�nf ( �3N. ar 2tw xAwr pYpp6 R OHM Itur
<br />I NOW OM314 -75WL FAX: (564)ESB-C/c7 20-176
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<br />HIMMa Na
<br />hANll II400 ATE 1WLTFRG-005871Jf.. PL
<br />INSTALLATION QUAILS
<br />FOR OPTION # 1 FOR LIFE
<br />INTO EXISTING MOD STRUG'US
<br />SAFETY STORM PANEL,
<br />SYSTEM
<br />� I ED '>
<br />t
<br />2
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<br />I
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<br />tlR
<br />1 I
<br />Ea
<br />RE"�ou�
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<br />.
<br />I
<br />PEOLI��R
<br />1NrJ4MR
<br />x3 32'
<br />I
<br />A�jERNATIVE t
<br />ALTERNATIVE 2
<br />1 1/b• LIM
<br />� I
<br />S31/4'LMWM�0' MACHINE
<br />TO Qjrwil t OL.
<br />/�•�.
<br />i
<br />I
<br />I
<br />ONSCHEXPLE
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<br />.�-
<br />I
<br />ED
<br />I
<br />I
<br />e
<br />OR
<br />E8
<br />{
<br />,! 1
<br />I
<br />��.�WOW
<br />Lk � Rt>H,Nm PLATE
<br />N' WOOD M=MffiN''h
<br />I .
<br />t 8 D4AT.
<br />9LHIR
<br />MATIKE ;
<br />A TEL RNATIVE 4
<br />pL
<br />�AFOVIE(ie
<br />`�- rf4"s MAD SOREp6 r B' 0.c. w/ 1 4/2•
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<br />1/4'Y-1 S.R. MS M O.C. Ofl
<br />,/41#-1w pNETAN,E FEMALE to OR ,ALTERFIATIVE
<br />WOOD .FRAME CONDITIONS
<br />d[ ANCHOR LOCATIONS
<br />FMIDMATE PUB r r 0A w t 1/r Mk,.
<br />..
<br />MENur - ,•
<br />WALL MOUNTING INSTALLATION
<br />immS- B1 PERFIRKPN TO WOW
<br />PLATE
<br />ROTE : SOFTER TRACKS NOT SHDwN FM 0,00V
<br />1Hf
<br />A;TI
<br />ALTERNATIVE
<br />1W
<br />.
<br />�Q�• BEN
<br />x T s
<br />FLORIDA BUILDING CODE Nth Volocifty Nu cam Zone)
<br />5
<br />* R
<br />�^
<br />.2ma nrzm. rx
<br />20 GAGE GALYAL(t2ED STEEL STORM PANEL FP'
<br />OMNN W:
<br />FOR BWLIWMCS WOM AID. OEM LOADS UP
<br />TO.
<br />-d'•, Si DF /44
<br />1, INSTALLATIONS ARE ONLY VAUO
<br />+Las. -72.0 W Am PAWS LQNGM UP TO g a'.
<br />9�j FL R10 "�
<br />WTIL ECO NNa.
<br />OXIWAM
<br />GLOBAL PROTECTION PRODUCTS, LLC. am,
<br />2 FOR NEW WOOD FRAAW CONSTeUCTWFM wood MEMaERs TO BE si1URHERR
<br />PIKE W. 2, w/ SPECMIC W21SIn' OF OM OR EQUAL
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<br />O05Ai54
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<br />Z
<br />J
<br />SHEET NO.
<br />SH 1.1
<br />
|