|
' ,. 3 • . WALL AND FLOOR MOUNTING INSTALLATION FOR :'aaFJR
<br />SPLIT PANELS `� N'AP•J _n, r . caNDEE PAR • a _
<br />',/.-, � r a'• ,twN man �'P'w.. 1 ,
<br />,.APO \ r4*. •'4-•' - Yd'S1/a'rr-4' - - �-rT- \
<br />WNOE,E \ A(aA0-tG.y •NCL I ,\ -� . 1' Nw ..OL
<br />AW1•II[DF
<br />f •a. T - \' ((eM0•Z .E
<br />1 Y, aTAIl01 'W.y 1,wU man _
<br />--f S/t��E•TMIVI 1.I/e C t•
<br />1 f APPUD\GC '� 1-0
<br />_. - MORE A amVA3pr.. T e.I:/4112 �%a•
<br />' _MNl/EO.-- -R ..4•_ = i Btm
<br />I
<br />I
<br />roro°Ds,reliW"w° , ON
<br />SCy c+ 1/4 . 1'
<br />1)ErALL l \
<br />142
<br />1 1 NWD. •/a-r u.. FAHRL \ • • /
<br />1 ! fIOWI PIU9err Mdq %
<br />,t•_ ,r N!A R•,. '>2A P•f. 1R a[11. 1 / ` �•-•'/7
<br />r4atAN HQ
<br />si }tea I - 4o►T-N .ua n.mAa-T:�w __
<br />• . u � 1• __ 3ORDNE r 1HB eHcn ; .
<br />�11111
<br />1
<br />I
<br />�-
<br />1
<br />N Ityre. (r--�'1y1'../te^. IFIDON _•
<br />si s u . r to Ynu.11, BLOCK
<br />� \J 0•d - '-J• ---I�.'F�.o
<br />w�iuo lira maa i 3 . ® _4 -
<br />i y• ;
<br />I
<br />j 1 • ' FI�•0""A17 . . eU man
<br />: •_
<br />�s L le. n2
<br />I OF IAA -1. -]LA -1. _ _ .
<br />1 Ar-A PHHB[ T 1 �, I
<br />1 !I� 1 ! M YI_ 3 (*w�ioP i owe ) 'n� - - ®� t' 2• � - ruf011 svN • (>Q awAN 1
<br />I (�
<br />E{. SECTION Y-Y \ SPLIT STORM/ PANEL ELEVATION
<br />SCALE 1/4-.1• DETA 2 SCALE 1H•-1- 7 w.".c.�.A SCALE I/W-I•
<br />t ®at a YilO1M.r
<br />eNL l +w
<br />,. /,•,.; y'` 1 I 1 r.3 / (/! SDNmvN) MULLM SCHEDULE
<br />11�
<br />ALMOST-- r
<br />W.. W`ALDN
<br />REOUMEO %W
<br />1�IJ E CONCRETE AMC""
<br />SPAN (Ft) •
<br />nm MULLION "
<br />E.=-=
<br />1 I 1 s' IDIODI s�06lWt N' °Bwl�r[ M"�Dw
<br />y
<br />.... 1✓
<br />T'
<br />> 4•-TO S•-
<br />r r
<br />r . 4• . 1/9•
<br />) 5•-8. TO a•-10"
<br />2- . s• . +I9•.•
<br />• . 4• . 1/4'
<br />It,HOe,E ARIDIR \A
<br />1�r'' VGEN,.'•.,�
<br />- ;
<br />_
<br />- RNy,M'"+7V.BOE i;5=4)x....csuaE MTNc
<br />SECTION i PARAl1F1 TO S�5 t M.
<br />SCALE 3/8-1-
<br />NOTE: :ALIGN CAN ALSO K ALlm W/0 STORM PANELS M TOP
<br />aR BOTTOM so TART ;7
<br />LOCTTED AT TO► OR BOTTOM OF OPONNG-
<br />(ONE M>INEL OPENIA) Uffi TOP k BOTTOM)
<br />mew • r 2
<br />i m weal
<br />r
<br />I'.
<br />A.NPr
<br />®�
<br />I
<br />iG"rd, rue 99■W
<br />I
<br />i
<br />Mw
<br />T 8a
<br />I
<br />9
<br />Haw E°�vnr°naH
<br />�• aAa
<br />i
<br />E
<br />I
<br />i
<br />BUILD -OUT WiDUNITING
<br />INSTALLAIM -ALTERNATIVE
<br />SCALE: 1/4- - t-
<br />1w
<br />INSTALLATION DETAILS FOR REGULAR
<br />INTO EXISTING WOOD STRUCTURES
<br />F"r-a
<br />,7,
<br />'/�
<br />More Sam HIaNPw I %'
<br />2 / 2
<br />PANELS j do 1
<br />I
<br />9�
<br />pp
<br />tD rOa• � iP
<br />Law I
<br />w aua �
<br />I
<br />AVALL MOUNTING
<br />i RNSTALLAMN - ALTERNATIVE 3W
<br />i
<br />-,p•, wNtA44•r..
<br />--..-
<br />WALL WIDUNITM
<br />DWAL.LA TIVE 2W
<br />SCALE 1/4• - 1*
<br />NOTES
<br />1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />UP TO +55.5. -72.0 P.e.t. AND PANEL'S LENGTH UP TO W-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 CnuOMMON OF SECTIONS:
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />FLORIDA BUILDING
<br />CELLINQ t FLOOR MOIRNTINO WALL & FLOOR NQU nN0
<br />IIWA jATM - ALTERNATIVE AW INSTALLATIONS - ALTERNATIVE SIN
<br />(SECTION AT TOP Is uwrED To +55.5-67.o MA)(. SCALE: 1/4• . 1-
<br />A-S.D. DESIGN PRESSURE RATING)
<br />;CAE: 1/4• - I'
<br />I
<br />.NCH:,. I
<br />I r.r raw m
<br />8 c.w +e•es
<br />1v FIIeH Nu.m
<br />-._ _ p• IAA RaWw • •'.a
<br />a�/ J�•r nFwar
<br />_ _ - - Fppy�, 4aP Oeea oml
<br />F1DOR lKlUKTING
<br />NWALLA7ION - SECTION 4Aw
<br />SALE t/4• - i-
<br />CONCRETE AMOORS CONCRETE A CHM FOR COHOEIE ANCHOR: SEE SC EDIAE ON SHEET 14;
<br />-r_ FOR WOOD SCREW SEE SECTION CH SLEET 1S 1G ,W 15
<br />(SEE "E[T I )� (SEE vHm tq� .; %
<br />11 _► 4
<br />` Foul" CONCRETE
<br />t p5p
<br />POURED CONCRETE I -- (-- ----- -- r - --- - - -
<br />IEDLwem
<br />i cam
<br />HM 14 S NAIAD I r*E
<br />UFO` to D I ISHEET .
<br />fOR TT`o GLSS SEPARATION
<br />lwllSTUD * ro EV pC. a 7SMNFaW' . ',/r DD
<br />1IW/ I
<br />ro a'at� s
<br />/ • R , O.c. 3• Mn (cAa q II ro • ix ,/x o.a
<br />(SEE R7. , t4 t1 (sEr xT. x/u)
<br />I a I
<br />G O
<br />U� CONCRETE� #
<br />BOCK TRAIL
<br />RIOUR ED
<br />/15
<br />ALTERNATE LOCATION
<br />SAFETY
<br />--I ON LSE SAFETY PANEL L-
<br />cal - .. -AILe R/ND LIFT REGULAR PANELS PANELSOR- SLOCATION
<br />E NOF IY PANEL
<br />(rJ NOTE 1REI.OK'j
<br />( -- --. - - - - --. _..-. W/O RED" TRACKS (SEE NOTE 1
<br />BELOYO r UST PANEL iiT ro K aRETN1ED As
<br />( CONCRETE
<br />ANCHORSSCIEWE M �� '' �� �-� � OOFF LIFE SAFETY gTONy PANEL OPEHND SWLL
<br />WwfOGE OR K1NT5 BE 1K10NDED r/ REAL NANDf
<br />S,QT ,a) - H9AED' � MN. GOIDR�I) TO K NSi�ALED°DOR R ON
<br />FROM I° IN90E
<br />CaA CONDIETE MNCCpR / 1 OF STRUCIURE.
<br />(SEE lCS.M .) -t0.
<br />NHEET ,.) T ELEVATION
<br />WALL MOUNTING INSTALLATION WALL AND 1L� MOUNEIt1G INSTALS ANION SCALE 3/32•-)•
<br />SECTION 1 SCALE: 3/8' - r• - SECTION 2 - SCALE: 3/9' - 1' 00. 1/.• Mar.
<br />rl/.• Ym. GrP GAF
<br />NOTES ON LIFE S.crrY STORM PANEL SYSTEM INSTALLATION
<br />I. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN ENO PANEL (FIRST OR LAST PANEL) 1 wONOE t) L�ARGN OR AS AN INTERIOR PANELNT . CAPANEL LOCATION IN BETWEEN END PANELS). B •t1R PaH13 B AT
<br />MLA P
<br />UFE SAFETY PANELS WY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS
<br />(W/ OR W/O REGULAR TRACKS.) �+� RE Nam IT
<br />2. LSE SAFELY S'W PANEL CONSISTS OF 0.039' GALVANIZED STEEL STORM PANEL AS SECTION B-8
<br />PER C011POFEM (9 . SHEET 2 OF GROW. SCALE 3/32'-1'
<br />THE PANEL ALJ.OMS ITSELF TO BE REMOVED OR INSTALLED FROM THE 11510E OF
<br />STRICTURE.
<br />m `I""pNTIu J
<br />!. LIFE 54FETY PAN¢ REQUIRES TOP TRACK IS DR COMPONENT k BOTTOM TRACK TO ,ilGY
<br />BE COLRGHW ®As PER SNCE'T 2 OF THs f1RAWING. 1`•
<br />COMPONENT ®MAY BE OSTALLED WALL OR FLOOR MOUNTED FOLLOWING SECTIONS I k ENS ••'
<br />2 ON THIS SHEET. AS WELL AS DETAILS I k 2 ON SHEET 14. ; ' \G F •.,
<br />4. Min. LENGTH FDR COMPONENT ® S t5'. FLORIDA BUILDING LADE(High Velocity Nu cam 2ona
<br />Mot 2 � 14.
<br />COMPONENT ANCHORAGE AT BOTTOM IS GIVEN DN * • N0. * : ¢ awo aTE1». ae. 20 GAGE GALVANIZED STEEL STORM PANEL
<br />SCHEDULES
<br />$NT ®MAY BE PERMANENT OR REMOVABLE piE
<br />a.CLMOM PROTION
<br />5. SEE DETAILS FOR INSTALLATION INTO WOOD FRAME BUILDINGS ON SHEET IS- $•L 3-�• OR '' j ' C INe. Q , STOW r LLC. Dau
<br />o 'NE''•' u� • coMeaNY DOE FL 3131. 20-,76
<br />6. SEE SHEET ♦FOR DETAIL APPLIGBLE TO THE NECESSITY FOR THE NSTALIATON OF NyA SS ONAL M A A ».,err arse .L Ala Hoc (ma•).R-nu. CAI: LaaH>.ee-a%
<br />SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO/WOOD BIDS. 4AH1H IRA / w-. • W mcA-eoo6T19 am m-'O1 rWsrw r a. Ors I> a N4
<br />Pi RAL/JRAMnAE/OAR mrLrol A iRlNl M. P.E
<br />ISQt U OF 2/
<br />MAXIMUM A.S.D. DESIGN
<br />MAXIMUM
<br />(NMD ONLY rm pmamma
<br />PRESSURE RATING (n...i AND CQRRESPONDING
<br />PANEL LENGTH "L" SCHEDULE
<br />S N4TALIA71016 AS PER mcnoms I THRLI 10. ON SHEETS 4. 5 t 6)
<br />MAXIMUM A S.
<br />• pTm W/ 1/4•P-ffit• $S MI k WP~ A7 CUPW k 1RH4M OF ROW -
<br />DESIGN PRESSURE RATING .S.f.) AND CORRESPONDING
<br />MAXIMUM ANCHOR
<br />SPACING
<br />SCHEDULE FOR REGULAR STORM PANELS ('1) A Q INSTALLATIONS
<br />IRj{>;EXISTiNG CONCRETE A CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANELS RDA ♦D SimALJATtom As PER sEcnms I TNRU 7. ON SHEETS 4 Be 5)
<br />a`NLNNNNIAFy_.
<br />r` �SE� A:•tkU�/t
<br />a3p•''v,\GENSF''
<br />FLORIDA BUILDING CODE M Velocity Nu
<br />cane ton•
<br />No. 4167
<br />elm TEt6°a• . c 20 GAGE GALVANIZED STEEL STORM PANEL.
<br />l
<br />Iir
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<br />F[
<br />GLOBAL PROTECTION PRODUCTS, U.C.
<br />DAB:
<br />SyO.N`'• lU1'
<br />FS
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<br />/100 s.W. s, St1EE1
<br />�F - a r m ram. aM1a E a aF,r aaE r1 a3t.
<br />NHDNE (Ir) R ?ML FN: (Eaa)Re-tn7
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<br />RA9N6
<br />tlPr. L IL IfNGIH
<br />(SEE
<br />�•� � �
<br />9 AIO NN OD1eRYgg11
<br />OF THUS
<br />+SS3. -72A
<br />7'-r CR LESS
<br />1 t/4'
<br />LRepLTED
<br />1 7,IRU 4• 7
<br />.sas. -no
<br />»•_r ro r-s- Mw.
<br />x 3/r
<br />LRIBOLTED
<br />, THIU B a 7
<br />+m.o. -71.0
<br />>a• -a' ro i1•-r M•..
<br />z I/1'
<br />' •�
<br />a
<br />.•ae. -.ao
<br />tr-.• OR ,Ess
<br />3 +/z•
<br />• °tlk'�Da�JH'I�''N
<br />a I • +a
<br />MAKRWH LSO.
<br />OCSeNN
<br />F'•ESNE
<br />RATING TILL �
<br />YAKWAN INOIORS 9PAOr0 FOR ED. - 3 1/x' ••
<br />SECTION // k
<br />ANY COAeIMiNON
<br />? flEll
<br />YAIOAN PANEL
<br />i LFNOnH 1• (ti)
<br />TAPCDI
<br />O TAP -CRC
<br />CAUL-N
<br />PAte3NMOC IEAMWE 0
<br />PANMMAE RY6
<br />ro COKRET[
<br />CONCRETE
<br />NILDOL
<br />ro CONCREI[
<br />mIIORE,[
<br />alga
<br />ro COHrAEE
<br />TOIIOER
<br />BAa
<br />ro CORRER
<br />CONCRETE
<br />BOOS
<br />ro CaNrn[I[
<br />OaIrOEiC
<br />elms
<br />r
<br />N/A
<br />WA
<br />N/A
<br />e"
<br />Wa
<br />N/I
<br />, (TOP)
<br />6'
<br />S'
<br />WA
<br />N/A
<br />e'
<br />r
<br />6'
<br />r
<br />•'
<br />6•
<br />t (BOnDM)
<br />e'
<br />WA
<br />WA
<br />WA
<br />6•
<br />WA
<br />r
<br />N/A
<br />6'
<br />N/A
<br />7 (CRP)
<br />r
<br />WA
<br />NIA
<br />MIA
<br />e'
<br />NIA
<br />5
<br />WA
<br />!•
<br />N/A
<br />2 (BO*rolN)
<br />I
<br />f
<br />aM.s, -7Z0
<br />a'
<br />WA
<br />WA
<br />Wl
<br />a'
<br />WA
<br />r
<br />WA
<br />a-
<br />N/A
<br />7 k 1 (TOP)
<br />7•-5' OR LESS
<br />DR LEss
<br />a'
<br />S•
<br />WA
<br />WA
<br />6'
<br />6•
<br />r
<br />6'
<br />a'
<br />e'
<br />3 (BOT70M)
<br />e
<br />WA
<br />WA
<br />N/A
<br />e•
<br />N/A
<br />6•
<br />M/A
<br />] ��
<br />e'
<br />s'
<br />WA
<br />N/A
<br />e•
<br />e•
<br />e•
<br />r
<br />e•
<br />e"
<br />4 • T (BortoNO
<br />WA
<br />N/A
<br />,2 I/T
<br />° 1H•
<br />tx 1/3'
<br />a ,/.•
<br />a ,/•'
<br />a ,/r
<br />a ,/4•
<br />a ,/+•
<br />4
<br />9EE 9HELif to a 1, FOR AICAIOIIE COPE ! SYK•111G 1011 NSTAJ/OIONS Piro Of1D IIMIE elwalla
<br />IImRAAN ANCHOR 3vAlaNn AND MI•ar EDGE omANCE ARE mDD"ED M Has EDEoutE. FOR tA. LtSS
<br />na+l •IODATED M EINHED4E REDIUCE ANN>IOR SPWDNO m MILiWInq fAACNG SIONH M SGEDuIE m
<br />TIE FDLOIPD rAC1o1R. FOR 116 o►OIO,ON ro R Poa•eLE. REDUCED SPApIO oBTAFED UeIIG FACTOR
<br />9WL NOT R LDS it.N ."MNM el'AfA.O NOGI[D f011 CCH MIDD• TYPE AT A,IOfOR9 l6LW.
<br />,1Weea TWE
<br />_ - 1/4'•
<br />waw
<br />t/41 _
<br />is tssl�
<br />,/s••
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<br />,/a1
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<br />a10Ns1
<br />I/4' LD.. 5/r LMG SWISS 2USW4 W/ INSTALLATION
<br />20d' a HAMI D
<br />DETAILS FOR REGULAR PANELS
<br />n & CIA
<br />PANEL a UP TO. 14'
<br />INTO EXISTING WOOD STRUCTURES
<br />CDR tEID1HR U► ro r-6' HMG. KI /t.-,0
<br />= PAEUMT7E FEMALE D OR P'A/D1MTE PUG •
<br />12 1 r 0. C WITH 11/r Mn. THREADED
<br />tlro RIGGER FOR ALL tE/1CTIR V
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<br />� -
<br />,/i/•,rBOprI•.DwWR,,m�. R' D.0 VI
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<br />IaAIJPIm
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<br />ALTERNATIVE 1 W
<br />TAL ERHATME 2W
<br />SCJM.E 3/B-,'
<br />SOLE 3/6-1-
<br />1
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<br />I
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<br />1
<br />SCHEDULE
<br />s ll SHEET a
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<br />FOR w
<br />SEPARAr" I
<br />aoN a11q N
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<br />• FOR G.c. t£tDw6 UP ro To w r t
<br />' i ,/•' o.c. P3R LF/wTR LIP ro s•-e• Mr.
<br />(I
<br />DR p._,o 1rANOJYIi FEMMUE D OR
<br />r ill PANELMTE Plus • 1x 1 0. a WTiH ,
<br />r
<br />I _
<br />'.. ' ,pvya tICAE•e • r ac .
<br />ALTERNATIVE 3W
<br />ALTERNATIVE 4W
<br />1/1' 1Nw nwumEo P AT
<br />I.OrIOTH LM EKISnIO ,.Coo CUTE FOR
<br />ALL umocr13 up TO r-r MM,
<br />Y.•' MUTE
<br />aim
<br />• IomN CHI r1AlE
<br />SCALE 3/8-1'
<br />SCALE 3/6-1-
<br />_MON
<br />�Oiad�i
<br />SaAN�.`NNOR
<br />NOTE 4A1rTEN TRACKS
<br />L%Q TtONS
<br />RIOT SHOWN FOR CLARITY
<br />���y �Ey"O
<br />Y�R
<br />SCALE 3/6-1•
<br />SCALE 3/8-1-
<br />MLQIE51..........
<br />NI\Ia1N1MNN
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />V •' •.
<br />UP TO +55.5. -72.0 PSF AND PANEL'S LENGTH UP TO B'-B'
<br />3P: �CENSF
<br />FLORIDA
<br />BUR"DBIC CODE (Nigh VelocityNu
<br />cone Zone)
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />0'E.
<br />�D Mao" "E
<br />PINE N O. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL.
<br />N0. *
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />ND FOR COMBRiATION of SrrTFNc:
<br />_ a•. St-s=_-__
<br />/
<br />L E C 0 ,NCH.
<br />GLOBAL PROTECTION PRODUCTS, LLC.
<br />DATE:
<br />con,
<br />FL RIO `�f
<br />am €E a slfw
<br />TOP a BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />•f AEC •..... /
<br />SS/ A (
<br />... J.M a• - m ve.•.ama w avr
<br />"•-' wv ^•-'s .'-' Oral Mfinr
<br />PHONE,, (w�7/y Fw.' M.)60-$M
<br />2 •
<br />INSTALLATION.
<br />••ry Lire
<br />w1
<br />O-DaDa7n
<br />en A Teln a., PL
<br />e.. r
<br />OP ,7-,r r
<br />TART tl OF >r
<br />STUDS eOVERL�AP
<br />(12 1/2. O.C.)
<br />TO FOLD PANEL
<br />ALTERNATE
<br />LOCATION
<br />AT G1D PANEL
<br />sTtIOs a EVERT
<br />aYERLAP
<br />4i02 1/2" o. c.)
<br />HOLD
<br />sA' MARL (CASE +)-
<br />3' JAM. (CASE 6) C 1
<br />r
<br />I
<br />t
<br />I rI II
<br />,/4• SEE INTER
<br />R PANEL ENO PANEL
<br />M•A. ANCHOR Mx ANCIDR
<br />sRADIIO svACNG
<br />DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2)
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (ps.f.) AND CORRESPONDING
<br />MAXIMUM PANF,J. LENGTH "L" SCHEDULE
<br />(aPPlHf4Gc ONLY TO [TOWNS t A,a a :TEo FOR rr SAFETY STORMSTYD
<br />SYSTEM ON SLEET 131.
<br />PA R eta wnpL)Hoar.l Ma.KKH IoaMm. wNrO.
<br />fWJ (sa Rt1cx6) w aw mma
<br />.a6A. -7Eo r-r : s/.• 1•Haa,m
<br />MASAN RSA.
<br />DESIGN
<br />MT E.
<br />1APCOM
<br />O RIP-W
<br />CMA�H
<br />PADWR MALL 0
<br />FMIEIYNE PLUS
<br />APPIJG,RL ro
<br />2mro 6 N a
<br />TIDH
<br />a
<br />WWW PANEL
<br />InNaiN 1' (ft.)
<br />CONCRETE ro
<br />t� Od �
<br />To
<br />E
<br />TO
<br />RD•m.
<br />TO
<br />To
<br />9Im1
<br />R)
<br />YxR
<br />G
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6.
<br />N/A
<br />6"
<br />NIA
<br />6'
<br />NIA
<br />1 k 2 (TOP)
<br />55.0, -72.0
<br />9'
<br />7•
<br />9"
<br />9•
<br />9"
<br />9"
<br />9"
<br />9'
<br />9"
<br />9'
<br />t (BOTTOM)
<br />5'-C' DR LESS
<br />+55.0 -72.0
<br />8'
<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 k 2 (TOP)
<br />s'-0' TO 7'-6'
<br />9•
<br />5-
<br />9'
<br />e'
<br />9•
<br />7 1/2'
<br />D'
<br />9"
<br />9'
<br />9'
<br />1 (BOTTOM)
<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 />1 k 2 (TOP)
<br />6•
<br />9'
<br />6"
<br />6"
<br />G.
<br />B.
<br />6•
<br />1 (BOTTOM)
<br />wma. A.=
<br />DILSMM
<br />PRESSURE
<br />iM
<br />, (mn • Am w Fulm w O metwo
<br />GAY . mm • r Ma TRW TmP OF Raw
<br />APPLICABLE To
<br />SECTIONS j k
<br />COMBB440
<br />MAMIUM PANEL
<br />LENGTH v (R.)
<br />T -
<br />_
<br />OF THEM
<br />+49.2 -51.5
<br />3• 3"
<br />4 1/2• 4 1/2"
<br />2 (BOTTOM)
<br />r-6. OR LESS
<br />+52.8 -56.0
<br />3' 3"
<br />4• 4"
<br />2 (earloM)
<br />r-a" OR LESS
<br />+55.0 -72.0
<br />2 1/2- 2 t/2"
<br />4" 3 1/2'
<br />2 (BOTTOM)
<br />r-8' OR LESS
<br />+55.0 -72.0
<br />2 1/2" 2 1/2'
<br />N/A N/A
<br />2 (BOTTOM)
<br />7'-0' TO 8'-0'
<br />+55.0 -72.0
<br />N/A N/A
<br />3- 3•
<br />2 (BOTTOM)
<br />7'-6" TO IS' -a-
<br />SEE BEET 15 FOR ANCHORS TWHE • VAONG rCR 04TAAAAMO INTO WOW FRAME BIIDM
<br />MIwRM ANCHOR SPACON APO IeNMIr EDGE OSTANCE ARE PDCATED M THIS SCHEDULE. FOR
<br />ED. LASS THAN MOOED M SOOOaE R[DCE M40M SPAC•NO m NI LIVONG SCACM
<br />SOWN M SCHEDULE m THE FOLONNO FACTORS. FOR INS OPERATION TO R POSSIBLE.
<br />IEOICm SPAN oarrAN D URHC FACTOR WAL NOT R LESS THAN I•INAs, SPACW.
<br />NOR•ATM FOR EACH ANCHOR TYPE AT ANCHOR LEGEND.
<br />1/41
<br />tp•.
<br />1/4•.
<br />,/41
<br />AFODIL In"
<br />_,p1
<br />IN. Amo m ,1MC1e GA)
<br />3
<br />]
<br />3
<br />3
<br />2 1R
<br />•wr.Mtlfo a-)
<br />J
<br />]
<br />]
<br />J
<br />J
<br />0-4 mlrr Ey
<br />3
<br />3
<br />3 1/2
<br />3 1/2
<br />ADOBE to "K Nona
<br />►ROADS
<br />_
<br />m
<br />FLORIDA
<br />(YAuG or6.r FOR PANELs6)& WA mALLATi0N5 As PER SECTIONS I Tim to. ow SHEETS 4. 5 k 6)
<br />UWALIM
<br />WaMM MCHM SPACING FOR ED. - 3 1/r ••
<br />SO. DESIGN DESIGN
<br />TAPCON
<br />OF TAP-W
<br />CAn-N
<br />PM41MATE FEMALE D
<br />PANCAME PALS
<br />SOLID SET
<br />slcnotBLL ro
<br />S[CTIONS / •
<br />NIA1aIR•I PANEL
<br />PRESSURE
<br />MTM
<br />(Pei.)
<br />To OGNCRCTS
<br />ro
<br />CONCRETE
<br />BI=
<br />TO CONCRETE
<br />TO
<br />CONCRETE
<br />BLOCK
<br />ro CONCRETE
<br />TO
<br />CONCRETE
<br />BLOCK
<br />To CONCHAE
<br />TO
<br />D mmltm
<br />BLOC.
<br />ro CONCRETE
<br />To
<br />00" RETE
<br />BOCK
<br />ro CO mm
<br />TO
<br />CONCRETE
<br />OLOCN
<br />ANY COMBINATION
<br />OF TIER
<br />LENGTH •L• (N.)
<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 />N/A
<br />N/A
<br />1 (Top)
<br />6'
<br />1'
<br />N/A
<br />N/A
<br />6-
<br />6"
<br />8'
<br />6'
<br />B•
<br />B'
<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 />6'
<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, -12.0
<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 />N/A
<br />N/A
<br />3 k 4 (TOP)
<br />>7'-5• To B'-s'
<br />OR ��
<br />6'
<br />4-
<br />N/A
<br />N/A
<br />6"
<br />6.
<br />6-
<br />6•
<br />6•
<br />N/A
<br />N/A
<br />3 (BOTTOM)
<br />6
<br />N/A
<br />N/A
<br />N/A
<br />6"
<br />N/A
<br />6•
<br />N/A
<br />5-
<br />N/A
<br />N/A
<br />N/A
<br />7 (TOP)
<br />6"
<br />4"
<br />N/A
<br />N/A
<br />6"
<br />6'
<br />6"
<br />6"
<br />6"
<br />N/A
<br />N/A
<br />4 k 7 (BOTTOM)
<br />N/A
<br />N/A
<br />12 1/2-
<br />5 1/4-
<br />12 1/2'
<br />6 1/4-
<br />6 1/4-
<br />6 1/4'
<br />6 1/4-
<br />5 1/4-
<br />N/A
<br />N/A
<br />5 (TOP/BOTTOM)
<br />60.0, -53.3
<br />N/A
<br />N/A
<br />12 1/2-
<br />6 1/4-
<br />12 '/2"
<br />6 1/4•
<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/0077014)
<br />8'-B" To W-2-
<br />55.0, -72.0
<br />N/A
<br />N/A
<br />6 1/4-
<br />N/A
<br />6 1/4-
<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/BOTTOY)
<br />8'-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 />N/A
<br />6 1/4'
<br />6 1/4•
<br />6 1/4'
<br />a 1/4-
<br />B. 9. 10 (Top)
<br />�A -48.0
<br />8'
<br />4-
<br />N/A
<br />NIA
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />B'
<br />6"
<br />6 1/4•
<br />6 1/4-
<br />a (BOTTOM)
<br />OR lii5
<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 />5 1/4-
<br />6 1/4-
<br />y (BOTTOM)
<br />12 -4. 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 />6 1/4'
<br />6 1/4'
<br />6 1/4"
<br />6 1/4-
<br />10 (BOTTOM)
<br />SEE SHEETS 1L 11 AND 12 FOR ANCHORS TYPE • SPACING FDA INSTALLATIONS INTO WOOD FAWE !BUILDING.
<br />MWWM ANCHOR SPADNDS AND MOM M MOE DISTANCE ARE NDGTED OR RR S:tEDnE. FOR E.O. LESS
<br />IVI N IDNATED ON SCHEDULE REDUCE ANCHOR SPACD BY MULTIPLYING 9PAORIO SNOW ON SCHEDULE BY
<br />THE FOLLOWING FACTOR. FOR INS OPTAHTON To R POSSU4 . REDUCED SPACING OBTAPED USING FACTOR
<br />SMALL NOT R LESS T1WH Will" SPACM IDCAIED FEW EACH ANCHOR TYPE AT AI COS LEG",
<br />iaPcvN
<br />tl 1AG-O!
<br />Atmium
<br />PKIMA�R
<br />au-N
<br />laud-R7
<br />OL ANCHOR WAM DA3
<br />3
<br />3
<br />J
<br />3
<br />2 ,/1
<br />3
<br />•GOO asrA.a e.+w Pd
<br />3
<br />3
<br />]
<br />]
<br />l
<br />] 1/2
<br />11n Art DN.•r mrA OA)
<br />J
<br />]
<br />3 ,n
<br />J 1/2
<br />l t/2
<br />AMM t o omu =am
<br />► A.0
<br />T O a
<br />25
<br />3'
<br />tm
<br />,m
<br />-
<br />+m
<br />em
<br />-
<br />],
<br />-
<br />-
<br />,m
<br />-
<br />1m
<br />IOe
<br />INSTALLATION
<br />INTO
<br />DETAILS FOR REGULAR PANELS
<br />EXISTING WOOD STRUCTURES
<br />dE h�l
<br />/'
<br />1
<br />i`/ II _ 14-10 PNEl3ATE PLU$
<br />"'- -�
<br />'I ,4-io P/11ELWTE PLUS
<br />\- �� _-
<br />C
<br />I'•,•
<br />le-10 PANEUMTE PUTS
<br />'-�
<br />I i 9 1 4' O.C. W/ 1 ]/6'
<br />PENETRATION ro
<br />e , O.C. W/ 17/9'
<br />i' PENlTRA7,ON ro
<br />w000
<br />a 1/4' O.C. W/ 1 7/6'
<br />THREADED PENETRATION ro
<br />E)OSTR10 WOW HEADER
<br />, .
<br />I ; EKRiMIG WOOD HEADER
<br />RESJ{IIRCO
<br />EXISTING WOW HEADER
<br />., -- _.._ HIRE.
<br />+ _CA
<br />� - ` l • trvN aWA •
<br />.
<br />� Tan snv .
<br />•
<br />_ E\vw eno .
<br />2'
<br />2
<br />e ty' oc
<br />wDoo HEADER MOOD MERCER
<br />REDUNE� r Mn. - REOIARED
<br />-3
<br />L Er
<br />YE WFGINL M
<br />SEE S)EDINE M
<br />BEE soty" M
<br />SHEET m
<br />FOP IRA ;
<br />ro GABS.
<br />SHEET a
<br />FOR Mn RPAIMi101H ^
<br />To GLASS.
<br />SHEET a
<br />COW HIM. SEPWIIIDN
<br />ro IRA$
<br />,', Mm. PA/El lFNO1N
<br />/4Y-2St,' SS (SEE NOTE 1)
<br />-
<br />p1 .• M•.. PANEL LENGTH .-
<br />,/4'P-]at' €i (SEE NOTE i) t/.Y-Kett' Ste.
<br />'I - Mr. PANEL LENGTH
<br />(SEE NOTE 1)
<br />-_
<br />• (�YQY _ ill
<br />H
<br />I = EVOR, OYOEN �L,
<br />f f EVRrTOV.RN..
<br />-
<br />�,\ ; -.� H
<br />_. _�
<br />'` _.�
<br />1
<br />STIR
<br />Sox
<br />5011
<br />OF 'L-
<br />OF 'L"
<br />MAX
<br />�(
<br />OF Y'
<br />'.. MAx
<br />I (�
<br />2tfNr.
<br />n (�
<br />MAK
<br />1LET3a1
<br />-Sa10
<br />ILE
<br />[0 -� D'a" �O • ED.
<br />F
<br />HM
<br />•.. _ T • H2 th' D.C.0.c
<br />EO. -
<br />j
<br />tic Min •
<br />{-
<br />U4 SCRW/I
<br />0 6* 1S
<br />2•.4' WOOD PLATE - _ I r.4' VOW M7E
<br />'. .� 14-10 PANDJMTE PLUS
<br />RECLINED RECLINED -
<br />3O*°EMiD
<br />:.
<br />`;
<br />2•N• ROOD .PUG. H
<br />REauAKD
<br />MN. THRGOFD
<br />AT
<br />_
<br />O Oa•
<br />.,PENEtRATXW
<br />f I
<br />��
<br />I I
<br />OF ATE
<br />PENETRATION
<br />MD WIDTH OF PLATE
<br />1�
<br />-- 6` o C�s'IAGQREO i
<br />I
<br />'
<br />L '.'
<br />� `;-- '�
<br />DIRECT ISM iffrAl".
<br />__�.;. - AT MDWIOTH OF PUTS
<br />_•-- -
<br />SCALE 3/9-1'
<br />NOTFS•
<br />SCALE 3/6-f"
<br />SCALE 3/B-1-
<br />1. INSTALLATIONS FOR ALTERNATIVES 8W 9W k 1DW ONLY VAUD FOR
<br />\INIIIIIINAA
<br />WITHS..D. DESIGN LADS UP TO +43.& -48.0 P.W.I. AND
<br />A�1A: TI((I�,✓,p
<br />PANEL'S 6 NA UP TO
<br />L FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />@r P •' LENS '• S
<br />•'•.
<br />FINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />�� J F
<br />FLORIDA
<br />BUILDING CODE (Nigh Volmi N
<br />sT7F FOR COIDRNAtiE1N OF sEcnDNs:
<br />; No. 41 '. # ,:
<br />Ram Tem!"..rc 20 GAGE GALVANIZED STEEL STORM PANEL
<br />TOP k BOTTOM MOUNTINGS CAN BE
<br />* ; -
<br />- c •, S TEs=�_ 4
<br />PROTECTION PRODUCTS, LL
<br />COMBINED IN ANY WAY TO surt ANY
<br />INSTALLATION.
<br />-"-:90 fL HIO�: .�. �-. _
<br />!
<br />' G 1MC.
<br />.00 €W. 51_m®T
<br />INSTALLATION DETAILS FOR OPTION J� T FOR LIFE SAFETY STORM PANEL SYSTEM
<br />J I/4/.0y LAG SCREWS • r D.G. W/ INTO EXISTING WOOD STRUCTURES
<br />ro EOSiNG Wood HEADER
<br />i{I
<br />i
<br />I o} I`
<br />ROOD HI(\DU
<br />RrAueEn I '�.
<br />`KKO HEADER
<br />Ile
<br />I REaLMEn
<br />�-a i/3x•
<br />sp1g R ALTERNATIVE i ALTERNATIVE 2
<br />OR 7 /1.) TO �• ,a 1/2' OA-
<br />LIVE SCHEDULE
<br />OR PW t•FOR Affio,
<br />I 1
<br />SEPARATION I
<br />TO GAS I f
<br />ED, EDOIL
<br />EOH
<br />ED
<br />L I EAT.. t
<br />WOW PLATE
<br />V I'
<br />WOOD PLATE
<br />FAMI M y
<br />- B ALTERNATIVE 3 ALTERNATIVE 4
<br />FZWJMr.a TE ���
<br />Ii.1TH 6DEDscuYSrp[nMrilorai on / , 1/2-
<br />LOW LOW SRAM auM"c W/
<br />'/41-2a° s: It n Dc OR
<br />ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS
<br />,/4.4-a NLElAM1E RSA. D on
<br />MNaM.n FAA6 • e' ac. w , t/r Mn. �; 2/r - ,.
<br />T1HRU°ED PE11EfANk1N ro w000
<br />PIAR NOTE SNIRiE11 TRAGAS NO .ROOT FOR CLARITY
<br />WALL MOUNTING INSTALLATION
<br />� A.Tutl
<br />ALTERNATIVE TWA' ' T✓
<br />3 7 FLORIDA BUILDING CO
<br />•T:@a TOEFA. TIC 20 GAGE OALVANiZEI
<br />j OF
<br />1. NSTAJATICUS ARE ONLY VALID FOR BUILDINGS WREN A5.0. OES10N LOADS UP ro �•G ,
<br />+553. -72A ME AM PANEL'S LENGTH U► TO r-r. • C R10�••'
<br />2 FOR NEW WOOD FRAME C"MUCMk WOOD MEMBERS TO R SOUTHElN 'ti OFFS •ALE -7'!fi ' O INC. ANT ,
<br />ONE ft. T, r/ SPECIFIC OETRNY Di 035 CR EOIAtL ti NIr,'5,� • - u tr. "..w a •AWN HAr• w INr .HD,c nan•e•-i!
<br />i
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<br />CL
<br />SHEET NO.
<br />SH
<br />1.1
<br />
|