|
P
<br />AT
<br />ft 010174
<br />. F,
<br />WALL AND FLOOR MOUNTING INSTALLATION FOR DODO M+M4:'�tlN°'�'MM6
<br />SPUT PANELS __. _ :� •] a_
<br />, 4/ '• 1,NN earn - - - _ - - 1
<br />WW Y/Q 1
<br />11 4''1 '.\ _ I / Piw•' N' I �' ,`.. Mw•1 .•N'-Y __ -
<br />-w6rrt_rr
<br />ip • •'1 *1, 1.. �.. I ' I I 1
<br />j i I• 1' 2 11 2
<br />+ ' m¢[ or VALL - A✓IrF rAFr01= W/4 C `� 1• I I ( I
<br />I-.�et.. `.._ICtD .�_! �• ' RIA YOP ° \ «lo/'•
<br />mai
<br />! / i
<br />39aLE: 1 4 r, ♦ . T ± YI t Y
<br />1 1
<br />I • /
<br />1 _ _ Aw[� •q -q' lr Awn , • / T •T 'Y�-'I-i�i-t.i. ;y', i
<br />�1 --^ 1'� eYYA IIOeY6 NUNSifH RIM
<br />i 41R 1 �`�--� HALO. • N" •wiM( Ar M NY:1
<br />TLA 1 Fwr,r� N.O •.--}{��-•TT��''''I��I
<br />.___IOW. �.r. wa r/ a l/L- �_S� R.
<br />ii.Piw r at YID .\/ w m sAck, °''� �-l�.'ra ••�
<br />Or .m rlAo>Nuf.
<br />ul Nino I� liP�a": n•D n - 2 r l l I r T l` ( I
<br />k4P> a ! r Y C a l W : 1/7� _ ./Y - 1' ..- ,AIUHOs iTNN -tea MALIGN la•a2r
<br />i
<br />\ mnako
<br />SECTION Y-Y aq SPLIT STORY. PANEL ELEVATION
<br />SCALE 1/4•-1 SCALE 1/4•-1' BMw°aMIn SCALE 1/61-11
<br />DETAIL 2
<br />a
<br />�; �,.�• DO,a,•�aNl
<br />1 ..1 ► .� MULLION SCHEDULE
<br />MNF• WLLgh
<br />SPAN (R) •
<br />REOMR[D W.
<br />TUBE MULLION -
<br />4-
<br />I
<br />whin • • N
<br />♦Np r/Y
<br />aD[ A,C,IORa1 _ , 6.-4D.O TaA RA..
<br />wen I a H `✓ _/ -M e1QT�. '• 4 • •
<br />2
<br />D�
<br />1R161MIM. A1I�0 pR,�/V LL K ORKNIEO
<br />SECTION 1
<br />vARAI�t �CN10IR
<br />ALE
<br />RATE: MULLION cAN NJo LK NIRAIAED W/0 17000 4041 ON TOP
<br />N BOTTOM m TINT R K LOCATm AT top all soTtOM Or OPENING
<br />(ow pma OPDNAO W/ TuBE TOP W wnoM)
<br />,/�,. w ewa6 • r
<br />�0
<br />sa • I� p9p
<br />r :."°0" ■ r� tl 1 '� ,ri.r ,r6P1Of'"� ..
<br />1,
<br />Wurma
<br />M T e�E FIT, OWN>4
<br />- 1WALL MOUNT=
<br />IeLSTALIA TIV[ S1M
<br />SONt.
<br />INSTALLATION - ALTERNATME I W Al
<br />IMSTALIATICIN ALIUMATM 2W
<br />SCAC 1/4' . t•
<br />LIDILS;
<br />1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS.D. DESIGN LOADS
<br />UP TO +S5.S• -72.0 P.eJ. AND PANEL'S LENGTH UP TO 8'-8._
<br />!. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2• W/ SPECIFIC DENSTTY OF 0.55 OR EQUAL
<br />NOTE FOR COM11007T1]N OF ArnTIONt-
<br />TOP a BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION,
<br />CONCRETE ANCHORS
<br />(NE i *011 141
<br />z
<br />PourAD cowco P
<br />I 1 7L',f:04f OR
<br />Fall
<br />4
<br />17
<br />/s _ MM
<br />WMINEVE ANDiM
<br />(tl6 1C/mNi N�
<br />SHIFT ,N
<br />Fawn co"Com
<br />aao
<br />I'
<br />I
<br />I
<br />cF-1
<br />lY (y(L1 I•
<br />�ym� i
<br />1
<br />8 .,�
<br />6T710 • 12 1 O.0
<br />/T
<br />1 4Y-I• IFATJIN!
<br />W
<br />ro •E7,
<br />CONCAET'E AHelloas `/--- --- .':; ,,•� ,•, (Q1Q� 2tp
<br />(ffi 7CFON sest,
<br />OJ' 1.., I jgR10Nj
<br />IER am P01111(D CONCKR--•�
<br />I�0comcom 1ORmc. Nj -1•_
<br />5mm ,.)
<br />WALL MOUNTING INSTAL i ATKLN WALL AND FLOOR MOUNTING INSfALIATKLN
<br />SECTION 1 SwE: 3/6• - 1• -SECTION 2 SCALE` 3/3' - I'
<br />dRiL1�LE.LIrE.41V];T7 sTtRM PAMLL15iIELl,1MSIALEALWM;
<br />I LIFE SAFETY STORM PANEL CAN K LOCAIED AS AN ENO PANEL (FIRST OR LAST PANEL)
<br />OR A9 ANINTERIOR PANEL (ANY PANEL LOCATION W BETWEEN END PANELS).
<br />LIFE SAFETY PANELS MW OR MAY NOT BENIC INSTALLED ADEM TO REGULAR PANELS
<br />(w/ OR w/o I EOIAAR TRACKS.)
<br />2. LIFE SAFETY STOR PANEL CONSISTS OF 0.039. OKVANIZED STEEL STORY PANEL AS
<br />PER I:OYPONEMA , SHEET 2 M ORAWINO.
<br />INNS PANEL ITSELF TO BEROAmED OR INSTALLED FROM THE INSIDE OF
<br />MUCRIRE.
<br />.tN11111N
<br />3. LIFE SAFETY KOURES TOP TRACK TO BE COMITONCNT(Da e07TOM TRACK To p•TII
<br />K As PER BMr.ET 2 Dr T116 DRARYNO TT,�..•••••�
<br />COIMO/kNT v K INS7ALLID HALL OR FLOOR MOUNTED tY)tLO1wNo SECTIONS 1 6 '(.ENS
<br />2 ON tHIS SHEET. µ WkLI AS OETMs I a 2 ON SHEET 14.
<br />4. MITI, LDIGTH FOR COMPONENT 6 tY. %0
<br />Mw. ANCHOR SPACING FOR COWOMM ®ANCHORAGE AT IIOTTOM 6 GIVEN ON
<br />SCHEDULES a 2. SINLi 14.
<br />COMPONENT MAY K PERMANENT OR REMOVABLE ATE
<br />! SEE DETAILS FOR INSTALLATION ITO WOOD FRAME BU91DMRt5 ON SKEET ,s.
<br />F SEE S14M 4 FOR OCTAL APPLICABLE To THE NECESSITY FOR THE INSTALLAT,ON OF '1<S ON
<br />RACKENI .,
<br />SPACERS AT TWITS INSTALLED ADJAEAND BEYOND 10 STUCCO/WOOD BANDS fN /NIY
<br />FLORIDA BUILDWG
<br />CEJLINO ! FLOOR YOIINTIND WALL A MM WENINTWG
<br />MI�TAl11,,T'leN - ALTERNATIVE AW INILT�T1011S - AL TERNA RW
<br />(SECTION AT TOP IS LIMITED TO +5&5-67.0 NAM. SCALE: 1/4' - 1'
<br />AS.D. DESIGN PRESSURE RATING)
<br />Bri6t• 1/4' . i•
<br />R,r {1p�
<br />Aa . 1R M -
<br />a•.r FFw 41,N
<br />e FAr I _. r.Ae
<br />r FI•., Auwm
<br />.re o.n. IW
<br />..t
<br />11WAuAMON - SECTION AAW
<br />BCJWL• 1/4• - I'
<br />m cNOYT[ ANDeft SR VcHrow ON ONE? 14:
<br />FOR 0000 Sellm Ill stcnm 0R slarT IS
<br />1. 2 eL Tw/Ts
<br />N APL. 1/a 2/a 2ya 3/4 a 4/41. 2 k IW/15 r W.
<br />Al
<br />t' Yn.
<br />TOO PA,W
<br />(w1DDOI
<br />(wTmm PAeD)
<br />(NYEIOM
<br />(Do
<br />PANEL)
<br />i
<br />1
<br />,i
<br />f.
<br />!
<br />LN iLRNR Y7CAT1011
<br />M IIID 171NalJ
<br />p4zN a
<br />I
<br />I
<br />III
<br />:Ni/,
<br />/A 9/A 9A/A VA r• A/A 1- i 5WITS 1. 9 A fI
<br />MW IDEATION
<br />'LOLLS l//4
<br />l)
<br />F/15
<br />AtIVINATE
<br />LOCATION-J ON LIE Sm-m PANEL L-
<br />ARD WINO LIE SAFE'rT PAMPAS
<br />- - V. RED" PANELS W/ OR -
<br />WID REGULAR TRACKS
<br />LOCATION OF LIFE
<br />-- SAFETYION OF I
<br />(S[E NDTE I
<br />(SEC NONE 1B[L0W)
<br />_J
<br />IY'LaW)
<br />• 1AEE ►N1El E() 70 eE r6MLLED A5
<br />LIFE TJF[TY slow ►NPfl. OPEN" SINLL
<br />PANEL (V & ail
<br />ELEVATION
<br />ALWAYS BE PRO6OL0 W/ REM HANKIE
<br />10 F,G1 f NSRYU / r INN=
<br />10OF STRWALL ON11[110NED FROM IN=
<br />SCALE 1/32.-1-
<br />_ I-1/1• M.. SAP ®®O'
<br />) '
<br />1 • IN` M...
<br />6FP
<br />LAB ----
<br />l!i Hart 1)
<br />UONM-
<br />Al DIYn111011
<br />six mm 1)
<br />SECTION 8_8
<br />SCALE 3/32*-1'
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.a.f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "L` SCHEDULE
<br />pLLNI6IAY ALP
<br />Y.a [fRe,N
<br />�.Py.�•�.`�..
<br />N46.5• -me
<br />T-r N um
<br />2 1/4•
<br />IAIBILTED
<br />, Itau e 6 1
<br />N.S. -7L0
<br />»-V To r-r W..
<br />2 11.
<br />uwxvEO
<br />, TRu 5 a 7
<br />.6]A. -Tto
<br />W-r ro 11'-Y 11•L
<br />2 1/7•
<br />• '
<br />♦4]J. -M.0
<br />1!'-V all LESS
<br />] I/Y
<br />• AT aN1MAPe
<br />a • a 10
<br />• SILTED W/ 1/4V ZhI* 3V YS ! FIRM A 7~ a MQDOM OF PANEL
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (mow AND CORRESPONDING MAXIMUM ANCHOR
<br />SPACING SCHEDULE FOR REGULAR STORM PANELS n INSTALLATIONS
<br />INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES
<br />(WLIID ONLY FDR PANELS,m& 0INSTALAt10NS AS PER SOMA I IMM 7. ON OMErlS 4 a 51
<br />IN2MIY A1.D.
<br />061M
<br />pmemu K
<br />,TRe (ass)
<br />LFMIMNII moon 1P.csY me to, - 3 lIr ••
<br />>OLT1014 /f a
<br />N6' Cq¢N /MT
<br />M
<br />aDI
<br />WIIMIY PNNL
<br />1lNCM 1• (N.Y
<br />twoo.
<br />O w_mp
<br />c I
<br />PmAlu W fOLME a
<br />IANDATIVE PUe
<br />TD CDW.AM
<br />I
<br />CONCIRf
<br />10CDM*M
<br />Tli--
<br />Coma"
<br />Sam
<br />---T-_16--
<br />TO 0001 4E1F
<br />CONCRETEto
<br />caHwn
<br />�1E
<br />0BLOCK
<br />?aON OD"
<br />m
<br />OOILNOIL
<br />r
<br />N/A
<br />N/A
<br />"/A
<br />.•
<br />r/A
<br />1'
<br />/[/A
<br />I•
<br />N/A
<br />(TQP)
<br />Y
<br />6'
<br />N/A
<br />N/A
<br />r
<br />r
<br />r
<br />{
<br />- •�
<br />r
<br />6•
<br />^-(NOTION)
<br />r
<br />NN
<br />R/A
<br />R/A
<br />- 6'
<br />N/A
<br />- •:
<br />R/A
<br />/A
<br />2 (1017
<br />r
<br />"A
<br />WA
<br />N/A
<br />a
<br />IVA
<br />S
<br />N/.
<br />Or
<br />N/A
<br />2 (may)
<br />.56.5, -710
<br />a
<br />WA
<br />VA _
<br />N/A
<br />e•
<br />RN
<br />i
<br />e'
<br />I- R/A
<br />r
<br />R/A
<br />3k. (IIY'I
<br />' ]•-e• a tCS3
<br />N IRS-
<br />r
<br />5'
<br />WA
<br />N/A
<br />6•
<br />e-
<br />..•_r •.••••
<br />-. .-
<br />- •'
<br />••
<br />a (101TW)
<br />r
<br />M/A
<br />MIA
<br />N/A
<br />6-
<br />N/A
<br />- 4•
<br />M/• _
<br />- 1•
<br />N/A
<br />6•
<br />e•
<br />W.
<br />R/A
<br />r
<br />r
<br />e'
<br />e'
<br />r
<br />e•
<br />A a r LsaTTaM)
<br />414
<br />WA
<br />12 Ill-
<br />5 1/..
<br />17 in.
<br />alp•
<br />6 1/0
<br />6 ,/A•
<br />♦ 1N•
<br />a I/.-
<br />5 RNryoTroN)
<br />IN ONERI 10 ! 11 FOR AW.Oft IO[ IT VOCINC TO WkIAT&A IrlO WM TIME NAAM
<br />I10I40I0 ANCHOR OAON06 AND MMLr ESOL IMSIA CE AA[ 610011111 N THIS S=Ut TM [D U35
<br />Rer 6OIoAtR ON Sweet[ INVIC! MCNM >7YGO eY MIAIIPLnO 1R"Lr0 sow M ie•IWLAE 1F
<br />M Fa AMM FAOIMI FOR ?lt 0/eRAtON To SE PDM Lt. RMUC D V%CA10 OOIMO tsm "Znp
<br />M,FLL 00 U LW "" VWW ePATLIO /NW111 FN PALM A HOR rM AT INOMAIS LLQ.a.
<br />AIOO 71K
<br />INN
<br />I/4'.
<br />1/tL
<br />1 INti
<br />1 1/4i
<br />sNs
<br />s nw1>.
<br />DRAT
<br />iO-e[T
<br />---LN. Nakme v OW W
<br />]
<br />a
<br />f
<br />L
<br />a 1q
<br />J
<br />'•F6P.eM,N anwr RL)
<br />,
<br />)
<br />a
<br />l
<br />)
<br />a ,/f ._.
<br />WA6-I LLA etr4.
<br />) _
<br />)
<br />a ,A
<br />a v2
<br />, 1,3
<br />ABtlL BY ONK mom
<br />eAai
<br />W
<br />4T
<br />-
<br />114' LA . SA* UM IRAN &ANM e/
<br />"4'A-Ma• 1J Ma • 1 1/4' o.c fall
<br />TO PANn UWHS UP To W-0• AAw I I/4' o c
<br />fw Lm6na up Tov-s' NN. N 9,4-,a
<br />' . AkALLM II FOLFLE to N PANFNWTE PUS •
<br />12 1 Y 0. C, WIN 1 I/Y YM.
<br />, ro ,WAINII FN Au. 1jIEN 7MM Nr
<br />t
<br />1
<br />I
<br />1
<br />l
<br />1
<br />I
<br />I.
<br />FIT e0hpa ow-
<br />I
<br />1
<br />1
<br />i
<br />1
<br />1
<br />1
<br />1
<br />t
<br />1
<br />i
<br />SEE sommm
<br />I
<br />Mma r1w e
<br />I
<br />r
<br />To GLASS
<br />N
<br />I
<br />E
<br />1
<br />1
<br />EOM
<br />I
<br />1
<br />Eoi
<br />I
<br />,
<br />j
<br />1/4' LD . 5/8' LONG IRAs OU!10"
<br />---RI 1/4.-2&2 Sa MS e e 1/4' 04
<br />FN Hw14 LaaR6t up S'-r AND S
<br />up
<br />1/1, cc Toll Loom r ro '_11 M..
<br />_
<br />j
<br />�M r•I4_��a NrEIMtrt now" o M
<br />MN6Y•[ NUS. 1E 0- D. G 111N 1
<br />1
<br />I
<br />1//22 WL TNR4019 PDLTSVIM At
<br />IIDWN4N OF D.VM WOOD PM FOR
<br />ALL LmS1H6 UP To r-r Ill.
<br />10
<br />MINOR
<br />SCALP ,/..I
<br />INSTALLATION DETAILS FOR REGULAR PANELS() CIA
<br />INTO EXISTING WOOD STRUCTURES
<br />EloaniG • I� j
<br />4-
<br />'� �• - T� se, Ept
<br />I
<br />I _ it rw
<br />EO� ED,
<br />k §§+
<br />I I 1
<br />,
<br />_ N
<br />1
<br />3g� �iF:.�iii 1 W
<br />T -}►
<br />---- °LE1011 W AssR w%?V= °
<br />1 r
<br />I • 12 1 10 OLAW
<br />0a
<br />I
<br />EON
<br />/ e'o
<br />1 is
<br />Ea` N,
<br />1 Nor
<br />ED
<br />a
<br />t0
<br />to, l/Y
<br />EOj.. �� / J T4r I `•am NAn
<br />1.. L�r [rauNen
<br />1/1Y-2ldi..• SSIld � p�
<br />4 o.nL RW1e RUE • r/' o' -
<br />_ V „•> �r a ALTERNATIVE '<T_M ALTERNATIVE 4W
<br />..� 11.K a a FYi1M or MiL SCALE Jry.1• - SCALE Try-1'
<br />ERAM
<br />/4../FSSSS��115S11��yyQQ L[•yr5p � Oy�hTAPS6LQ
<br />sOrl'OF4aAaA21M m l({Yq i1I1,
<br />.TIFF: unFw un Luse.LF •1rLwu WFL SHUTTER TRACKS Not 540M TOR CLAWN
<br />NOBS%
<br />1, INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S,D. DESIGN LOADS
<br />UP TO +55S. -72.0 PSF AND PANEL'S LENGTH UP TO e'-B'
<br />2, FOR NEW WOOD FRAME COFASTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />tlCIGiDR.G9MRIdAI10tl.. OL 9E�
<br />Top a BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION
<br />s;?UDS Is EMERY
<br />D.ERIAP
<br />TO T/2• oc)
<br />VOID PANEL
<br />O
<br />1/4' SEE SEE NY,,on PANEL _-ENO PANEL
<br />SCHEDULE /1'; scNm% FI
<br />vit ANCHOR
<br />0R % .- ]" - ra1
<br />oR DIRECT MLIUNI y C,m SPACING
<br />r-r fa.. -
<br />DETAIL 1 ' WALL MOUNTING (AEPUCABLE TO SCHEDULE 1)
<br />sr F. 31le - T-
<br />MAXIMUM S.S.D. DESIGN PRESSURE RATING (R.aAtA)_ AND
<br />CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT
<br />INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES
<br />•e'ti4E l t.i.1DW:..BALL.YGUIQ_tm[O0m16_IOC t.IOIIGII.B/_LD�_• a ilr
<br />L
<br />STUDS • EVERT
<br />OVFIILAP
<br />(12 1/2. 0- C.)
<br />ro HOLD PANEL
<br />s/s• M.. ((usE 9 i
<br />Y
<br />1
<br />Nurrlcons
<br />NIERNATE
<br />/� 3 ,/4. � Ii,211
<br />1\.� NTER,OR IMME.L -CID PANEL
<br />Q9 L]l�/ pL•,NgpLAE J SWWLLE y
<br />'�P•1a� -3- /! rail _l_. H Call - s•-;
<br />MOF AICNOR Yr. A
<br />SPACRO SPACING
<br />410---',•_J• Min.
<br />DETAIL 2 FLOOR MOUNTING INSTALLATION (,A PII,CABLE j0 SCHEDULE 21
<br />SOAG 3/le - I•
<br />MAXIMUM A S.D. DESIGN PRESSURE RATING (Gas.i.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "L" SCHEDULE
<br />..,Io. irir EB�Y m�="S!'�'• -� ± n rat aT sArTTY 4NYNY PANa�i
<br />S73ON oN •,.rn 1.1.
<br />VAAmASA
<br />O TA► -or
<br />OfAi1
<br />PAFeLINR F"ma To
<br />pN,[UFAt( n1,a
<br />i
<br />PRL131N
<br />1fO ..I.
<br />TD
<br />Calltl[T[
<br />m
<br />00401211
<br />To
<br />c01t T[
<br />to
<br />comet"
<br />ro
<br />c&4"
<br />K i
<br />COLOINVON
<br />OFBLOCK IINM
<br />WIONW PARE
<br />LD16IM 1' (n)
<br />com"UPOON
<br />E
<br />ROCK
<br />OL00,
<br />IUICK
<br />5S.0 -72.0
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />6•
<br />N/A
<br />5
<br />N/A
<br />6'
<br />N/A
<br />1 ! 2 (TOP)
<br />s'-0• on Ins
<br />9'
<br />7'
<br />1•
<br />9"
<br />9•
<br />9•
<br />9`
<br />9'
<br />9•
<br />B"
<br />1 (BOTTOM)
<br />8'
<br />N/A
<br />N/A
<br />N/A
<br />8•
<br />N/A
<br />B'
<br />N/A
<br />6`
<br />N/A
<br />I At 2 (TOP)
<br />+W0 -72.0
<br />9"
<br />5'
<br />9-
<br />8"
<br />9•
<br />7 1/2'
<br />9•
<br />9'
<br />9•
<br />9'
<br />I (BOTTOM)
<br />51-0` TO 7'-V
<br />+57.0 -72.0
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6•
<br />N/A
<br />6•
<br />N/A
<br />6•
<br />N/A
<br />1 A 2 (TOP)
<br />T-8• TO r-e'
<br />9'
<br />4•
<br />(BOTTOM)
<br />SCifiOLtLE.2_21.�11(! Fyen! u01•It.tOL10Ai BDEOLL 'J'iE� -3 112•
<br />V uim"a
<br />PRlSQtIIN
<br />•.r
<br />I (7Ra a D/r rw Tom, ill O Na[)
<br />GWE / mm a r M• nM Top A THRO
<br />1RCTIOI� k
<br />COIN
<br />MAXIMUM PµEL
<br />LENOTN v (R.)
<br />7 -
<br />-
<br />UI+Tq
<br />+49.2 -61.5
<br />3• 37
<br />4 1/2- 4 1/2'
<br />2 (BOTTOM)
<br />7'-6. OR LESS
<br />.52-8 -68.0
<br />3• 3•
<br />4' 4•
<br />2 (BOTTOM)
<br />7'-8' OR LESS
<br />.53,0 -72.0
<br />2 1/2- 2 1/2'
<br />4• 3 1/2'
<br />2 (BuftOM)
<br />7--6- OR LESS
<br />+55.0 -72.0
<br />2 1/2' 2 I/2•
<br />N/A N/A
<br />2 (BOTTOM)
<br />7'-6' TO e'-0'
<br />.56A -72A
<br />N/A N/A
<br />3' 3"
<br />2 (WroM)
<br />T-6• To r-a'
<br />I.11MA Ass. ®IF
<br />FIIOP([1•,)eNi
<br />YF. Taft LeM,N"
<br />-
<br />sIPNLON.
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<br />LIMY
<br />c'aNM1loN
<br />•464 -Tas
<br />Y-a•
<br />2 3m
<br />IAILOl1m
<br />su NIRT to FN ANoIaM TYPE ! •sm" FOR sIRNL"m we "all 0e0611 suLw$L
<br />MFISNA ANCHOR WACO= AND TAIWAN Oft 019ANCE ARE PIDICAMID ON TH► /aKOA[. Fee
<br />ED ills ROM, Thm"p1 W schm" fell" now /aEWO IT MULTro ill 9%cm
<br />SOWN N SONOLNE M THE FOLLOWING FACTORS. FOl THIS OKMTON 10 IN POBMRL
<br />FNa m SPAO[O OBTAAW LAND FACIVA SAILL Mal' N LEK TWN MNMUM WRITING
<br />DOICAT11) FOR LAC" ANCHOR TYPE Ar 4101101111 LEMQ
<br />,/4`I
<br />I/4.
<br />1/r.
<br />//4••
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<br />-
<br />-
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<br />,Cali
<br />$40
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<br />43.
<br />MAXIMUM
<br />A.S.D. DESIGN
<br />PRESSURE
<br />RATING
<br />(R
<br />s.f.) AND
<br />(CORRESPONDING
<br />MAXIMUM
<br />ANC OR �
<br />SPACING SCHEDULE
<br />INTO EXISTING
<br />FOR
<br />REGULAR
<br />CONCRETE
<br />,STORM_
<br />A CONCRETE
<br />PANELS
<br />BLOCK
<br />STRUCTURES
<br />INSTALLATIONS
<br />N
<br />(VALID ONLY FOR PANO.S Oa Q BLSTIMJAIIONS As
<br />PER SEcrale; 1 TNRu to, ON *am 4. 9 A e)
<br />0
<br />C2
<br />a
<br />cc
<br />C.J
<br />+P•
<br />I V
<br />C
<br />C
<br />C
<br />7
<br />■
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<br />C
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<br />a
<br />mm To
<br />HHINNI
<br />3L. ''�CfH ''
<br />•,✓�
<br />.T
<br />FLORIDA BUILDING CODE M h Velocitymu cons Zone
<br /># ; NO.
<br />4187
<br />i°°a0 LW0°' "� 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MOTOR, W.
<br />'*
<br />It E
<br />.• .
<br />_.-
<br />�L
<br />E C O
<br />GLOBAL PROTECTION PRODUCTS. I.I.C.
<br />R/al/ane
<br />Pm
<br />�y4y�.R• ' '/(
<br />"'Yy�si/ "
<br />)pP•
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<br />20-176
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<br />MAMMY ANOIDIO tlWals ,111 tA.. a T/2' -
<br />A5.0. 0®eM
<br />� ?ApCON
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<br />PRESSURE
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<br />1lOCK
<br />ARr caseNATaI,
<br />or T,InI
<br />,[IwTN, t• (n.)
<br />e•
<br />N/A
<br />N/A
<br />N/A
<br />e'
<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 />6'
<br />6'
<br />, 6`
<br />6'
<br />e'
<br />N/A
<br />N/A
<br />I (BOTTOM)
<br />tl•
<br />N/A
<br />N/A
<br />N/A
<br />6•
<br />N/A
<br />G.
<br />r N/A
<br />8`
<br />N/A
<br />N/A
<br />N/A
<br />p (TOP)
<br />8'
<br />N/A
<br />N/A
<br />N/A
<br />e' -
<br />N/A
<br />S"
<br />N/A _
<br />D'
<br />N/A
<br />N/A
<br />N/A
<br />2 (BO1TOY)
<br />SBA. -72.0
<br />6•
<br />N/A
<br />N/A
<br />N/A
<br />6•
<br />N/A
<br />tl•
<br />N/A
<br />6•
<br />N/A
<br />-
<br />N/A
<br />N/A
<br />S • 4 (TOP)
<br />a7'-S' TO B'-B'
<br />�' �$
<br />A�B'
<br />4•
<br />N/A
<br />N/A
<br />6'
<br />6•
<br />6'
<br />B'
<br />a•
<br />6'
<br />N/A
<br />N/A
<br />! (BOTTOM)
<br />_
<br />N/A
<br />N/A
<br />N/A
<br />B•
<br />N/A
<br />- 6•
<br />N/A
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />7 (TOP)
<br />-6•
<br />a'
<br />f"
<br />N/A
<br />N/A- -
<br />8'
<br />6'
<br />N/A
<br />N/A
<br />4 a 7 (BOTTOM)
<br />N/A
<br />N/A
<br />,2 1/2'
<br />6 1/+'
<br />12 t/2'
<br />a I/4-
<br />6 lj4'
<br />a 1/4'
<br />6 //4'
<br />N/1
<br />N/A
<br />S (TOP/BOTTOM)
<br />80.0. -SS.S
<br />N/A
<br />N/A
<br />t2 7/2'
<br />a 1/f"
<br />i2 +/Y
<br />B 1/4•
<br />0 1/4'
<br />6 t/4•
<br />6 1/4'
<br />6 1/4'
<br />N/A
<br />N/A
<br />6 (TOP/BOTTOI)
<br />'-B• TO I1'-2'
<br />SSA. -72.0
<br />N/A
<br />N/A
<br />6 1/4•
<br />N/A
<br />6 T/f`
<br />N/A
<br />6 1/4'
<br />6 t/4'
<br />8 t/4•
<br />6 t/C
<br />N/A
<br />N/A
<br />a (TOP/BOTTOM)
<br />B•-B• 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//'
<br />-14
<br />B. 9, 10 (TOP)
<br />� -48D
<br />e'
<br />4• -
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />8`
<br />6'1/1•
<br />8 BOTTOM)
<br />OR
<br />OR tElS
<br />'-'�
<br />B•
<br />-"
<br />� 4' _
<br />N/A
<br />N/A
<br />-
<br />N/A
<br />N/A
<br />N/A
<br />--N/A
<br />N/A
<br />-N/A -•
<br />e'
<br />e•
<br />6 1/4'
<br />8 1/4'
<br />B (BOTTOM)
<br />t2'-4. LAS
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A -
<br />N/A
<br />8 I/6'
<br />8 1/1'
<br />6 1/4'
<br />6 1/P
<br />10 (BOITOY)
<br />7NE Plt7i 10. It AND 1! FOR ANONDRS TYR a lP,Celo FOR SIO7NU1gNS AFRO T1000 FISIAN BIIRDIR
<br />IAIAIRlM ANCHOR 7PALSIFpS AFO IIW4LWAR POOL' Oaolrl ARE 61arAiO ON TXM ICIRdRL NOR CA 1[SS
<br />/1MN NOIGLT[D ON TAaImWE REANCI ANCHOR OWCRO K YIR7hYMO 9PAbN0 fNONl1 ON fGNaJU: BY
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<br />fINLL ilR a t[ss tlrw WOMAN VACANT SINICNO NArAEO FOR LION ANCHOR 1YIt AT NNCI,ORS LLONNo
<br />AEIOIOR /Y1R[
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<br />INSTALLATION
<br />14-10 PAMR,NTE PLUS •
<br />i s 1/4 ot_ w/ 17/e
<br />DETAILS FOR REGULAR PANELSn
<br />C1�
<br />r ` `.. :� - /i1-f0 PAIHI.WTC PLUS
<br />s s l 4• o.e. w/ 17/e'
<br />INTO
<br />EXISTING WOOD STRUCTURES
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<br />SCALE 3/3- 1'
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<br />scA! 3/6-1•
<br />1, INSTALlAT10N5 FOR ALTERNATIVES BIN. 9W a IOW ONLY VALID FOR
<br />BUILOM/OS WTM AS.O. DESIGN LOADS UP TO +43.8. -48.0 P.•.1. AND
<br />1LNLuu1pN,
<br />A• TI( i
<br />PANEL'S LENGTH UP TO 12'-4'
<br />2. roll NEW W000 FRAME CON6TRWZN: WOOD MEMBERS TO BE SOTNERM
<br />��pp
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<br />INTOEXISTING WOOD
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