|
sm acrain " 3
<br />ON s4m, -
<br />op"m Ami"'m
<br />tm sm"Ut ON
<br />mart a . 0)
<br />"HEVE. 143
<br />WALL ANQ FLOOR MOUNTING INSTALLATION FOR
<br />SPLIT PANELS
<br />V14 c
<br />WADW
<br />KIT.
<br />-'�CF WALL in wou, 01-
<br />C
<br />WIN Fc nu.ETI
<br />ELEYATION
<br />SCALE 1/4--l'
<br />DICK 0'
<br />MAIL 2
<br />MULLION XNEDULE
<br />'Am MULLION REQUIRED
<br />SPAR (Ft)
<br />TUBE MULLION -
<br />2' 1/8'
<br />"A'AN
<br />> 4�-r To Y-ir
<br />21.
<br />-nb i
<br />I/er,
<br />TO
<br />li4iLLix-
<br />,iECTIONN 1, x
<br />I.w .
<br />5'-,Cr To W-V
<br />2' . S' . 1/8*
<br />VIV.MA &to. 'DESIGN PRESSURE RATING
<br />.0 t.l., -72b
<br />CNIENTED
<br />NOTE. Mvp or AST 0 STORM PANELS ON TOP
<br />oft 1:
<br />is
<br />CA /0, lop OR 90110M OF OPENING.
<br />(a 1��
<br />(a I TUB i BOTTOM)
<br />SUMN Y-�-Y
<br />SCALE 114-1-
<br />2
<br />INSTALLATION
<br />WAILS FOR REGULAR
<br />PANEL5(l & I
<br />INTO EXISIING WOOD STRUCTURES
<br />C)
<br />-a -100
<br />k1com w
<br />AW.m.
<br />I..TTlr
<br />.Ala
<br />_PN
<br />1 k
<br />11OUNTIN
<br />I ON - ALTERATIVE
<br />WALL- Ile - I-
<br />-4-
<br />L
<br />Sulu)== Idou"
<br />IHSTAUAWN - ALTERmAnvE i
<br />SCALE 1/4' - I
<br />cmuNs MOUNTING WALL A n.DDR NIOU
<br />WALL MQUNT
<br />IHSAUAMON ALTERNATIVE AW INSTALIAIMMS - ALTERNATiVE
<br />(SECTION AT TOP IS LIMITED TO +55.5-67.0 MAX. SCAiZ 1/4' - I.
<br />MISTAILLAMN
<br />ALTIERMAIM
<br />A.S.D. DESIGN PRESSURE RATING)
<br />SCALE 1/4" - 1.
<br />NOTES
<br />INSTALLATION SECTION "N
<br />1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH &S.D. DESIGN LOADS
<br />UP TO .55.5. -72.0 pa,f. AND PANEL'S LENGTH
<br />UP TO
<br />FLORIDA BUILDING CODE (ICgh Velocity Nu ccno Zcn%)j
<br />2� FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF M55 OR EQUAL
<br />Z No. 4167
<br />02010 TOTEM Wit 20 CAGE MVANIZED STEEL STORM PANEL In,
<br />POMBNM QF
<br />MOSAL PROTE CAM
<br />s 0, CTION PRODUCTS, LLC.
<br />Top & BOTTOM mouh rriNGS F
<br />A- IT. m.
<br />ANN..m-- PHDW-'o1iK)NW1-7$43, F�' W4)ftWAPV? 20-176
<br />COMBINED IN ANY WAY To ANT
<br />Nft,
<br />m-4-
<br />-t�,Dpov
<br />WAOTER & Tkur
<br />, SHOET ID Or 26
<br />-
<br />cohi AW:Hm CONCRETE AN04M MR CONCRETE ANGHOPS�. SEE SMILE ON SHEET 14;.
<br />(SEE SCHEDULE SCHEOULE ON -
<br />SWEET S., niff WOOD SCRE*, SEE SOZOON ON SIW 15
<br />14) 1, 1w/15
<br />1AW, 1 -/4. 2/4� 2VI� 3/4 OR 4/4 1, 2 & IW/15
<br />POURED CONCRETE f, Aftj U-
<br />500' ------
<br />POOM CONCRETE I
<br />RKMACD
<br />t-. VOUL, 00- �sn Son" ON- Tj Tm - Ini-1-1-1-
<br />I i SHUET 1. 00 PANEL) (OREFOOR If (INIXIODO KAREL) I WERIN Amw (00 PAN01)
<br />F56-TON RDIZ W SEPARATOR
<br />i-
<br />3i I To GL�%
<br />0 5
<br />012
<br />I Ijr min.
<br />To IT , , �(. " T -LAt"- Id- lum t
<br />To 1/2. 04C.
<br />Ism ov. '/'4j
<br />A PAN
<br />(;OE A.T14
<br />'IT LOCATION
<br />DDR AT .0 PAmas)
<br />1 111
<br />PoixIEC OO'Wm I I III
<br />OR CONCRETE
<br />BUXX W&L
<br />RICUPIED
<br />+14, V4� U/4-3/4 ON 4/4 1 +1. 2� �W/15 +1, & iw/lr,
<br />i
<br />--J ON LIFE SAFETY PAW
<br />i AREA W/NO LIFE SAFETY PANELS LOCATION OF UFE_yL NOTE IBELOW)
<br />L., REG" PANELS W/ OR
<br />- SAFETY PANEL
<br />W/o REGULAR TWXS (SEE NOT)E I
<br />CWF17E BELOW LAST PANEL BE INSTALLED AS
<br />In SWETY P.To
<br />OPENING SHALL
<br />(SEE PRM:VIM
<br />L ALWAYS BE
<br />SHEET 14) X OLE
<br />E A SLAs OPTION #I FOR UFE SAFETY $TOR! To F*CuTAIT MATCH F *am
<br />4BAX, T Conomw
<br />TO BE INSTALLED 08 REMOVED FROM INSIDE
<br />PANEL (1) & OA
<br />COW-4m ANCHORS Of STRUMRE
<br />(SEE SCHEDIAX
<br />smm'�) --1 ELEYATIQN
<br />WALL MOUNTINQ INSIAUAIIO WALL A 0 189ALLAIM SCALE 3/32-.1-
<br />SECMON I SCALZz 3/8" - I* SECTJOH-2 IX -Arip- CAP
<br />Nm ON
<br />1- LIFE SAFETY STM PANEL CAN BE LOCATED AS AN ENO PANEL (FIRST DR LAST PANEL)
<br />OR AS AN INTERIOR PANEL (ANY PANEL LOCATION IN BEIVEEN 040 PANELS
<br />LIFE SAFETY PANELS WAY OR MAY NOT BE INSTALLED ADJACENT TO REGUJ PAi
<br />(W1 OR W/O REG" TRACKS.) SEE "on 1)
<br />Z LIFE jEa PANEL CONSISTS OF MC,39� GALVANIZED STEEL STORM PANEL AS $ECTION 8-0
<br />PER SHEET 2 OF DRAWING.
<br />SCALE
<br />THIS ITSUF TO BE ADCAD OR INSTALLED MOM THE INSIDE OF
<br />STRUCTURE.
<br />.3. UFE SAFETY P REOUIRES TOP TRACK TO BE COMPONENT BOTTOM TRACK TO MA0,111171010101M
<br />BE POY A 2 OF THIS DRAWING. .
<br />S PER
<br />............
<br />COMFY BE IN OR FLOOR MOUNTED FOLLOWING SECTIONS 1
<br />I Y W=
<br />AS WELL AS DET 1 2 ON SHEET 1 4, v
<br />FLORIDA
<br />- .. a, BUILDING CODE nh Velocity Nu cone Zone),
<br />* Mkl� LENGTH FOR COUP IS"
<br />ON TV %0."
<br />M", ANCHOR SPACING F.P. . 4D ANCHORAGE AT BOTTOM IS GIVEN ON 20 GAGE 1340ANIZED STEEL STORM PANEL FP
<br />SCHEDOLES Z SHEET 1+� "C"
<br />COMPONENT6&MAY PERMANENT OR REMOVABLE-
<br />BE VIE
<br />SEE 111N1EC0,..7\ GLO ML PROTECTION PRODUCTS, LLC. WE,
<br />* koikA
<br />DUALS FOR INSTALLATION INTO WOOD FRAME RUILDROGS ON SHEET ISL 4600 SA 51 5 Co.
<br />6 SEE SHEET 4 FOR DETAIL APPUCAIILE TO THE NECESSITY FOR IKE INSTALLATION OF DAVIE. n- W%
<br />-HOW- 20-176
<br />ADLACENT
<br />SPACERS AT TRACKS INSTALLF
<br />-D AND BEYOND TO SrUCCO/WOGO BANOS. OPINING
<br />A
<br />IT I -F
<br />ESIGN PRESSURE MlING (za.f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "L" SCHEDULE
<br />MANWUM &TD,
<br />OEM
<br />. T."T
<br />ik. "E"O"
<br />;=) 4
<br />-- "'N
<br />1 To
<br />r- 71F T&HUM
<br />+m.5' -72,0
<br />7'-S* OR WESS
<br />2 1/4�
<br />Lwaxim
<br />I TMWS&?
<br />.3". -?ZO
<br />>7,-e TO W-w M..
<br />2 3/4-
<br />UNBOLTOR
<br />I TIM 5
<br />+WO, -no
<br />W-r To 4-
<br />2 q2.
<br />Ow
<br />.13A -4&0
<br />IT-e OR UM
<br />31/2'
<br />4. 0 & To
<br />- EIDJED Wj ljn-20�1- V.& " ft WN(AUT 9 OMW & JAPLEWITH Or PANEL
<br />MAXIMUM A.S.D. DESIGN PREOURE RMING (Rad.) AND CQRRESRON12ING MAXIMUM ANCHOR
<br />SEMING SCHED= EOR RE21JILAR SIMM EMELA ilk Q INUAUMIONS
<br />INTO EXIUIHQ CONCREIE X STRUCTURES
<br />emuD ow-y FOR PANELS m& Q 04STAIAVONS AS PER SECTIONS I THOU 7. ON SHEETS 4 & 51
<br />WIND" AS.
<br />DESKIN
<br />mmm
<br />"TING fp.
<br />ummom Mason waND MR r 0. - j Ilr
<br />APPLIVIELE TO
<br />so:lTOWS
<br />ANY COMUTL
<br />OF TWU
<br />MAXIMUM PANEL
<br />UD4RI V (ft.)
<br />TAKSH
<br />Cr W-ap
<br />CAM-im
<br />HoaiMm nmAI.E in
<br />PANEIMm mm
<br />10 "'O"t"m "
<br />a=
<br />To .=
<br />10
<br />wem
<br />OLOCK
<br />I.
<br />CONCRETE
<br />SLOCK
<br />TO CONCRETE
<br />CONCRETE
<br />9LOCK
<br />NIA
<br />9'
<br />WA
<br />1.
<br />WA
<br />N/A
<br />M/A
<br />e.
<br />61
<br />1
<br />I.
<br />N/A
<br />"?X
<br />IH%
<br />v
<br />0/,k
<br />NIA
<br />91
<br />2 (TOP)
<br />NIA
<br />MIA
<br />MIA
<br />r
<br />N/A
<br />WA
<br />Ir
<br />W/A
<br />+55A, -72 Q
<br />Ir
<br />WA
<br />N/A
<br />R/A
<br />v
<br />N/A
<br />r
<br />N/A
<br />e
<br />NIA
<br />'k , (Tw)
<br />r-S. on as
<br />.0
<br />r
<br />v
<br />N/A
<br />N/A
<br />6.
<br />07
<br />Ir
<br />r
<br />IF
<br />twm,)
<br />v
<br />N/A
<br />NIAL
<br />R/A
<br />r
<br />NP
<br />7 Vv�)
<br />ir
<br />1.
<br />IVA
<br />NIA
<br />Ir
<br />r
<br />Ir
<br />5
<br />r
<br />r
<br />4 7 MOTTOW)
<br />WA
<br />A/A
<br />121/2-
<br />6 %/4-
<br />'2
<br />5 COP/sOrrw
<br />SEE SHUM 10 b I I MR ANCIM TYPE & SPAMW FOR INSINUATIONS INTO WOW FRAME smoia.
<br />MNMUW ANCHOR SPACINCS AM MIMMUM W" DISTANCE ARE INDICATED OR THIS SCHEDULE I" EA =5
<br />THAN WICICii ON SCIMUE AVOLICE ANCHOR SPAONO BY #MWILYM SPACING 10PAW 00 SCHED SY
<br />THE MLOW010 MOTORS, FOR THIS OPO4" TO * POSSISLE, REDUCED SPAM CITIA01131 0004 rACTOR
<br />WIALL No w ws ImAN WNW. vAmNo mulu, rm EACH AWHOW TYPE *r AmtHoft LCOMD&
<br />Sam TIM
<br />4/4'.
<br />111r.
<br />'41
<br />A, ACHIN WAGNO W
<br />s
<br />3
<br />1112
<br />1
<br />-cWwWri
<br />3,/2
<br />z�WWJ
<br />AwJL m WK mmm
<br />f
<br />1/4- W MIND WIM AUSHING W/ INSTALLABON
<br />QUAILS FOR REGULAR PANELS(I
<br />A
<br />,/.._ . " * a I/v D.C. "m
<br />PANS, LtNOTHS 04.
<br />1 11, TO V=o
<br />INTO
<br />EXISTIN9 WOOD STRUCTURES
<br />#111"
<br />"I lo v.- -To
<br />P= 0
<br />P= M'Aur 0 OR Iviaw. ,
<br />L -,
<br />11 Ij2* b. C. WITH I V21 u5i, THRE.
<br />",I,
<br />TO HEADER ALL LENCY"S UP
<br />I ! ;' .
<br />777-1
<br />24
<br />s. pm:m
<br />ED
<br />EJ
<br />----
<br />ED --
<br />EGI
<br />EO
<br />ED
<br />Co.
<br />WOOD ""m
<br />MOURM
<br />WAUM
<br />&URNAT
<br />JW
<br />KIM"
<br />SEE SCHEDt" ON SWEET a
<br />sm SCHEDULE
<br />0. SHEET a
<br />Pon
<br />W. SOMRATTIm
<br />70 Mm
<br />To CLAWL
<br />Eof
<br />77
<br />ED
<br />to,
<br />EO
<br />ED
<br />EO
<br />1.. 1/0` ILONA ORASS 01IS"m
<br />$-I, 'As. 0 0 s/4- mc
<br />TO W If "0'
<br />MR PANEL LEMOTHS I* TO W-O" AND A
<br />UP TO 1.1i *1
<br />;1-17p.=. .
<br />P1
<br />t 1 """ !
<br />L � t
<br />1/.� vokm 0
<br />- I/Vt AM
<br />&TMATIVE
<br />I
<br />2*k4'
<br />MOMOTH or PLm
<br />SGAILE 3/8-l'
<br />SCALE 3/5-1,
<br />ALL U)CM UP To W-8, W.
<br />CONAAT10rS 'mm1'Cr'rm0R
<br />LOCATORS
<br />DIREGI M-O
<br />f "RNA
<br />!NSTALLAMON
<br />NOTE i SHUTIM TRNOM
<br />NOT SHOWN MR CUIRITY
<br />q?WUA11ON
<br />AMWIVE
<br />SCALE 3/0-1-
<br />7W
<br />SCALE
<br />NOTES
<br />1. INST&LATIONS ARE ONLY VALID FOR BUILDINGS WTH A-S.D. DESIGN LOADS
<br />EN
<br />UP To +55�5, -72-0 PSF AND PANEL-S LENGTH UP -to 8-8.
<br />FLORIDA BUILDING CODE (High votcolty MU cone Zone)
<br />2� FOR NEW WOOD FRAME CONSTRUCTION,' WOOD MEMBERS TO BE SOUTHERN
<br />x
<br />mm Tvilm w-
<br />20 CAGEL MVANIVED STEEL STORM PANEL
<br />PINE NO, 2. W/ SPECIFIC DENSITY OF 0,55 OR EQUAL
<br />k
<br />NATION Of SMONS:
<br />111NIECO.
<br />GLOUL PROTECTION PRODUCTS,
<br />ME,
<br />Ft FINN)
<br />NOD %10. 51 SOW
<br />'FOP & BOT70M MOUATNGS CAN BE
<br />.1A 1
<br />%
<br />301-
<br />PHONE, MON"46. FAX; "Nmv-`Irm
<br />20-176
<br />COM13INED IN ANY WAY TO SUIT A14Y
<br />I
<br />'pw
<br />r
<br />INSTALLATION,
<br />""01101 411110"TE
<br />cA-Coo"T.
<br />P-E,
<br />P.
<br />t,
<br />OUT
<br />STUM a
<br />112
<br />'Z�'
<br />q
<br />M#01 " i ;I 44;iej Z I III I ZI W I;!, Vi I!, Lf I W.3 ,M; 141 iWMA91 I lew-A 01; 14 IA III 3w-A
<br />=11-1-17111111-11 m- :M15 Me
<br />NEIWN'T"w,
<br />X�IqEr
<br />p -�l wwfnk - wvmw
<br />Ywq! L.; mwi#' � 1 -" A I (-�' ;i �� M
<br />STUDS 0 E)
<br />Om
<br />12 1/2, 0,
<br />v HOLD N
<br />�/S* wi� (CASE
<br />5. M6, (ow
<br />ukvmm "IX
<br />DESIGN
<br />TAPOON
<br />or vip-mv
<br />CNX-w
<br />PRIELANOT IMUNIQ
<br />10
<br />APPUCI&L TO
<br />sm" f *
<br />mkvmum PANEL
<br />POMSLW
<br />RATINIC (p...Q
<br />70
<br />to
<br />CONCRETE
<br />BLOM
<br />cowive
<br />Im
<br />com
<br />TO
<br />commml
<br />tmx9m
<br />10
<br />CONCRETE
<br />CONCRETE
<br />CoNam
<br />BUICK
<br />1H` comma"m
<br />OF THEM
<br />Lmm 'L� IN
<br />a"
<br />I N �A
<br />9-
<br />N/A
<br />Ir
<br />N/A
<br />I & 2 (TOP)
<br />+SSA. -710
<br />gr
<br />-4 +
<br />7
<br />9�
<br />91
<br />5,
<br />0"
<br />I (BOTTOM)
<br />OR ME$
<br />N/A
<br />N/A
<br />N/A
<br />1.
<br />N/A
<br />V
<br />NIA
<br />N/A
<br />7 & 2 OICIP)
<br />+55.0 -72�O
<br />7 1/2*
<br />1 (sammom)
<br />0' T.- 7--fr
<br />-72.0
<br />AijA-"j
<br />NjA
<br />N/A
<br />1.
<br />N/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />7'-V
<br />1-5.13
<br />EI-
<br />4-
<br />a
<br />6
<br />1 (BOTTOM)
<br />MAIDMUM A-�C,
<br />POISON
<br />PRESSURL
<br />AXTOK, I.-f.3
<br />CAR I DOW * 5/r W. MIGN W W ANCLE)
<br />Gig. MUD * r WN, fKM TOR OF ANIUD
<br />AP
<br />a' ' TO
<br />INY =15-10.
<br />OF THU
<br />AN
<br />I CALK -IN
<br />rJux-iN
<br />- I
<br />To
<br />CONCRETE
<br />m R2
<br />ywi pp"Ou
<br />+49.2 -615
<br />4 112- r 4 Ile
<br />2 (WffOIA)__
<br />7--e OR LESS_
<br />+52,5 -66.0
<br />1.
<br />41 4'
<br />2 (SOTtOM)_
<br />r-&' OR UM
<br />+WO -7"
<br />2 112- 2 1/2'
<br />4- 3 1/2-
<br />7'--6' OR LESS
<br />,55.0 -72.0
<br />2 1/2" 2 1/2-
<br />NJA
<br />2 (BOTTOM)
<br />>?'-S- TO 8'-G'
<br />1+55-0 - .01
<br />N/A MIA _���A
<br />�3'
<br />2 (BOTTOM)
<br />ALTERNATE
<br />LOCATION
<br />AT ING PANEL
<br />0
<br />I/,- SEE SEE �Rni:'"R PANEL �m PANEL
<br />SPACING SP`04'
<br />-1�3' MITI
<br />DETAIL ITING INSTALLAIION (APEUCABIL9 TO SCHEDULE 2)
<br />SCAIF- 3/16- - I -
<br />MAXIMUM &S.D. DESIGN PRESSURE RMING (R-Ad.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "L" SCHEDUL
<br />I-- LIFE
<br />No. 44167
<br />wamm �AA am
<br />SEANUPION
<br />TO CLIM
<br />HzA -71*
<br />w-v
<br />I a V.,
<br />SEE SHEET 15 FOR ANCHM TYPE & SPACING PON INSW"kS INTO WON FRAME 81114140,
<br />MRAM ANCHOR SPACN;$ AND WMIUM EDGE DISIANCE AM f4acAWD ON THIS SCHEDULE. MR
<br />EM =S TWA I10CAM ON SCHEDULE REDUCE ANCHOR SPACING BY MLI-of"NO SPACING
<br />WHOM% ON SCHOULE W THE FOLLOWING FACTORS. IM THIS OPWRON To RE POSMUE.
<br />REDIXED SPACING OBTAME) LOW FACTOR S"OLL NOT BE U39 THAN MINIMUM SPACING
<br />INDICATED FOR EACII MOM TYPE AT ANCHORS LECOM
<br />wm
<br />rOWNSID
<br />A
<br />IN, Amm" WiNam
<br />1/2
<br />4
<br />LO, am
<br />2 1/9'
<br />MAXIMUM
<br />&S-D9 E310 PIRMURE HATINQ (R.s.f.) AND CORRE PONDING MAXIMUM
<br />MCINQ SCHEDULE. EQR RMILAR STO M PANELS (1) & db INUALLATIONS
<br />INTO EXISENra CONCRETE & S.
<br />(VAUD ONLY MR PANELS (-L)& @ IMPALLOONS AS PER SECTIONS I THRU 10� ON SHEETS 4� 5 & 1)
<br />ANCHO
<br />mkw"
<br />MAXIAUM ANCHORS SPACING FOR ED. - 3 I1r -
<br />AZO, OMIT
<br />TAPCOK
<br />CP TAP-ORIP
<br />GAUi
<br />VANDMATE FDA" W
<br />P PLUS
<br />I SOUO SET
<br />APPLICABLE To
<br />SECTION$ 0 *
<br />Nummum PANEL
<br />To
<br />To
<br />TO
<br />TO
<br />I To
<br />TO
<br />AAMwY DR
<br />LENGTH -V (ft.)
<br />RADIO
<br />TO CONCRETE DOWMIE
<br />70 CONCRETE CONCRIM
<br />10 CONCRETE
<br />C=
<br />TO CONCRETE CONCRETE
<br />TO CONCRETE t CONCRETE
<br />70 CONCRETE
<br />CONCRETE
<br />OF THU
<br />BUICK
<br />%=I,
<br />BU=
<br />KOM
<br />buxx
<br />1.
<br />N/A
<br />N/A NIA
<br />r"
<br />N
<br />N /A
<br />a-
<br />N/A
<br />N/A
<br />N/A
<br />I (rop)
<br />1.
<br />N/A N/A
<br />5 .
<br />6*
<br />o"
<br />v
<br />H/A
<br />NIA
<br />I (BOTTOM)
<br />S.
<br />N/A
<br />N/A N/A
<br />S'
<br />N/A
<br />N/A,
<br />N/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />V
<br />NIA
<br />NI/A MIA
<br />S'
<br />N/A
<br />5.
<br />N/A
<br />N/A
<br />NIA
<br />N/A
<br />2 (EIMOM)
<br />+-55�51 -72.0
<br />1.
<br />WA
<br />N/A N/A
<br />V
<br />N/A
<br />w
<br />NIA
<br />N/A
<br />N/A
<br />NIA
<br />JA & 4 (TOP)
<br />>7'-S" TO a'-$'
<br />OR LESS
<br />4�
<br />NIA N/A
<br />61
<br />E.
<br />a,
<br />er
<br />11
<br />67
<br />NIA
<br />N/A
<br />3 (BOTTOM)
<br />6"
<br />N/A
<br />N/A N/IL
<br />w
<br />N/A
<br />6'
<br />N/A
<br />G.
<br />N/A
<br />N/A
<br />NIA
<br />7 (top)
<br />a'
<br />-;7-
<br />"/., N/A
<br />a.
<br />a,
<br />5.
<br />1.
<br />N/A
<br />N/*
<br />4 & 7 (BOTTOM)
<br />N/A
<br />NlA
<br />12 Ile 8 1/4-
<br />12 IIV
<br />6 1/4'
<br />a 1/4'
<br />6 1/11-
<br />6 1/4-
<br />6 Ile
<br />N/A
<br />N/A
<br />5 (TOP/oorom)
<br />+50.0, -53.3
<br />N/A
<br />N/A
<br />IZ 112' 6 1/4
<br />12 1/2'
<br />f, 1/4'
<br />6 1/4"
<br />6 1/4-
<br />6 1/4-
<br />6 Ile
<br />N/A
<br />N/A
<br />6 CTOP/80MM)
<br />DS`-B* TO ll'-2-
<br />+53LO, -724
<br />N/Ak
<br />NIA
<br />s 1/4- NIA
<br />6 1/4'
<br />N/A
<br />1 6 1/4'
<br />1 1 /1.
<br />1 6 1/4'
<br />6 1/4-
<br />NIA
<br />NIA
<br />6 tTOP/BOrTOM) �0-4` TO ll-2'
<br />N/A
<br />N/A
<br />NIA N/A
<br />NJA
<br />N/A
<br />6
<br />_--7-
<br />6 1/4-
<br />a 1/4*
<br />-
<br />6 I/r
<br />S� 9, To (TOP)
<br />+432, -48.0
<br />61
<br />4�
<br />K/A N/A
<br />N/A
<br />N/A
<br />NAA
<br />N/A
<br />;)�/4-
<br />6 1/4-
<br />6 1
<br />0 (BOTTOU)
<br />OR Lms
<br />12-4
<br />6'
<br />4.
<br />N N
<br />N/A
<br />NIA
<br />N/A
<br />N/A
<br />6 1/4-
<br />6 1/4-
<br />9 (BOTTOM)
<br />N/A
<br />N/A
<br />NIA -/A
<br />N/A
<br />X/A
<br />N/A
<br />NIA
<br />S ;/4.
<br />1 6 1/4'
<br />6 1/4'
<br />6 1/4'
<br />1 To fADE 'A
<br />SEE SHOVIS 10, IT AND 12 AM ANDORS, TYPE A SPACING POR INSIALLPIONS WYO WOOD FRAME K"Jr-
<br />MINIMUM ANCHOR SPACOM AND MMUM EDGE DISTANCE ARE
<br />THAN INDICATED ON SCHEOME REDUCE ANCHOR SPACING BY
<br />MOWED ON TINS SCHEDULE, FOR E a. LESS
<br />MMTKYIW SPACING SHOWN OW SCHEDULE BY
<br />THE FOLLOWING FACIONS. FOR THS
<br />OPMATON TO K POSSIBLE. REDUCED SPACING WW40
<br />USING rACTUR
<br />SHALL NOT BE LEM THAN WNIMUM
<br />SPACING OADICATO MR M" ANCHOR TM At AACHORS LEOM
<br />ANCHOR WINE
<br />- 1/0.
<br />'OF
<br />t/0- Ile. I/VO
<br />-04"mr
<br />1/*10
<br />Bata To me W-N
<br />ODUO-10
<br />MICHOR VA0919 W
<br />1 2'/2
<br />A. rk
<br />Ip It
<br />FLORIDA
<br />BUILDING CODE (Wgh VsIWty Nu Can# Zone)
<br />fm
<br />1/2 1
<br />a*
<br />f No,
<br />, 'V
<br />.
<br />4167
<br />1ILTECD,
<br />20 UGE GALVANIZED STEEL STORM PANEL
<br />F.P.
<br />GLOB& PROTECTIO N PRODUCTS. LLC-
<br />omw 9',
<br />CC4wn5I stFIECT
<br />a
<br />4(�%)N!O-M7
<br />PICK. (950fte-75-5, FAX-
<br />20-176
<br />k�7- All- �1
<br />INSIALLAI19N
<br />INIQ
<br />DUAILS FOR REMAR EANELSCD
<br />EXISTING WOOD STRUCTURES
<br />& dA
<br />Vl�
<br />PANEUMTE PLUS
<br />_414-IO E PLUS
<br />THREADED ON TO
<br />Twe"ITED PENETRATION TO
<br />7/8
<br />WOW THREADED PENETRATION TO
<br />EXISTING WOOD Num
<br />D HEADER
<br />REOU..r EMNO WOOD HEADER
<br />JEW
<br />2
<br />M
<br />WOW HE.
<br />AEQUw6-
<br />WOOD HEADER
<br />REQUIRED
<br />u
<br />CD
<br />SEE mmar ON
<br />FOR
<br />SEE SCHMME ON
<br />SH
<br />PON 14".
<br />ME
<br />FOR
<br />10 M�- 1- i
<br />To
<br />PANEL IDIOM
<br />(SEE NOTE 1)
<br />M.. PANEL
<br />(Sff
<br />*1 ?/Ar.
<br />LENGTH M- PANEL LENGTH
<br />NOT 1)
<br />us W, (SiEr N IT
<br />BOX
<br />OF
<br />OF V
<br />MAX
<br />0;
<br />all
<br />12 'ft- I
<br />Ikk
<br />-------
<br />LAG SCREWS
<br />O'C. W/I 4/2-
<br />2*.4' WDGD
<br />REQUIRED
<br />?LA
<br />7WEADED
<br />REDUIRED PENETRATION AT
<br />% mowvm OF PLATE
<br />MID WIDTH OF PLATE
<br />�F LAO SCREWS 0
<br />C SIAOOERED *1
<br />AT MIDMOTH of PLATE
<br />.
<br />SCA a 314.1-
<br />1 INSTALLATION DIRECT
<br />MOUNT WALLL, ME'
<br />NOTES:
<br />SCALE jils-1,
<br />SCALE
<br />1. INSTALLATION$ FOR ALTtRAIATIVES BW. ON IOW ONLY VWD FOR
<br />101111 j"
<br />BUILDINGS WITH ALS.0- DESIGN LOADS UP TO +43.8. -48.0 P..J, AND
<br />FANEL'S LENGTH UP TO 12'-4"
<br />4,
<br />. ......
<br />FOR WOOD FRAME WOOD MEMBERS TO BE SOUTHIMN
<br />. .....
<br />2, NEW CONSTRILICTION.'
<br />PINE NO, 2� SPECIFIC DENSITY OF
<br />0,$5 OR EQUAL
<br />FLORIDA BUILDING CODE (High vsloc�Nty Nu
<br />Zone)
<br />W/
<br />HM FOR MBINACDON 2E SECTIONS
<br />416
<br />qm 111mv), I*`
<br />20 CAGE GALVANIZED STEEL STORW PANEL
<br />no
<br />TP
<br />In,
<br />TOP & BOTTOM MDLINTNCS CAN BE
<br />COMBINED IN ANY WAY To SUIT ANY
<br />s
<br />GLOM PRMCTION PRODUCTS,
<br />am
<br />ThISTALLATION.
<br />4000 &W. 31 STRIDE,
<br />WME, 11- 3XH4
<br />20-176
<br />164)09-7b4l. W
<br />ow . 'm - am
<br />-'at" Hmwwjim SIA'lsiIi
<br />O'WW4
<br />MW 19 OF 20
<br />INSTALLABON P-ETAIL5
<br />FQR MUM # I MR
<br />LIFE
<br />5AEEIY 5TOIRM EANEL
<br />SYSTEM
<br />1/*** Lw SmAmi 0 r O.C. V
<br />INTO EXISDING WOOD
<br />5TRUCTURES
<br />To am
<br />fl
<br />T
<br />"N
<br />ED,
<br />ED
<br />N=ow
<br />REQUIRED
<br />Sw 0 12 Ima
<br />ALURNADVE I
<br />ALTERNATIVE 2
<br />DIET, 04)
<br />WOOD PLATE
<br />Rmumfo
<br />PLATE
<br />mmum
<br />na
<br />ALTERNATIYE
<br />3
<br />ALTERNATIVE-4
<br />" a r O.C. A/ 1 1/2'
<br />SAA W, OR
<br />1/4-f-2Q PANIONAME FINALE 0 00 RMIUVE
<br />WOOD FRAME CONDITIONS
<br />& ANCHOR LOWICIN
<br />��YE FUJI, D C
<br />ft"ETWO" to *Dan
<br />SCALE, 3X - I.
<br />NOTE � ShUNVI tRi NOT SHOWN M OAR"
<br />WAU MOUNTING INUALW10
<br />!IVNI
<br />AUERNAIIVE
<br />1 W
<br />E N se
<br />som, 3/e - I*
<br />zv. v\rj
<br />FLORIDA BUILDING CODE (High Yeloctly Hur can* Zonm)j
<br />hum
<br />NZWO! "LIM, INC.
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />DRAWN ft.
<br />I � INSTALLATIONS ARE4kV�XSMR SULD" WrTjrA�AO� OCILON LOOS Up To
<br />+68's. -'y2c P.0 p LENGTH Up To a
<br />-
<br />&'�
<br />GLOM PROTECTION PRODUCTS, Lm.
<br />am
<br />Z I" NEW WOOD FRNOE CONSIRLICTIDIA WOW MEMSERS TO K WUTHOW
<br />PINE NO., L W/ VMFC DENSITY or 0" On EQUAL
<br />JAZ�V'Am ��M=-Arl
<br />MIDO SWI 61 SOW
<br />0911r. n- =14
<br />20-176
<br />ROM J954)150-75405, W� (M)AN-CM
<br />P't-
<br />CA-0004712
<br />WALTER A TKLrr �- P.r_
<br />DRWK ft
<br />SHM 15 w 29
<br />U)
<br />-0
<br />CO
<br />>
<br />0
<br />(3)
<br />=
<br />0
<br />W
<br />CL
<br />CL
<br />0
<br />0
<br />L-
<br />0)0
<br />CIO
<br />-0
<br />-1-,
<br />CL
<br />U)
<br />a)
<br />-0
<br />0
<br />Q
<br />-0
<br />.,=
<br />=
<br />0
<br />L
<br />-2
<br />I=
<br />0
<br />=
<br />0
<br />.0
<br />4.-
<br />M
<br />0
<br />>
<br />(n
<br />-
<br />-0
<br />a)
<br />Cn
<br />E
<br />"
<br />0
<br />CIO
<br />0
<br />L-
<br />0-
<br />C-
<br />-0
<br />Cf)
<br />C:)-
<br />OF
<br />w
<br />mi
<br />C%j
<br />Cu
<br />Z.-
<br />-0
<br />LAJ
<br />CII C3
<br />Lk
<br />cc
<br />-
<br />ev
<br />C=I`
<br />- - . to
<br />Bit
<br />w '--
<br />Cu CL
<br />w
<br />3,
<br />cc
<br />w
<br />U CL)
<br />GJ
<br />C=
<br />Cn
<br />EL
<br />=3
<br />U)
<br />a)
<br />C:
<br />m
<br />L)
<br />LLI
<br />-4-0
<br />(D
<br />(1)
<br />WWC
<br />U)
<br />0
<br />L-
<br />0-
<br />0-
<br />0
<br />=3
<br />-0
<br />0
<br />L-
<br />n
<br />Q)
<br />U)
<br />m
<br />m
<br />SHEET NO.
<br />SH 1.1
<br />
|