|
a� mrA-Arn AAu SN
<br />(u 14.KDAE )
<br />Taco` !
<br />IL
<br />I �s
<br />Mt
<br />ro°tas11
<br />I
<br />I
<br />1
<br />I
<br />is ISMS
<br />• 4'DC I
<br />1
<br />I
<br />I
<br />I
<br />•I�"rtrpGi toD 1
<br />1
<br />I
<br />I
<br />1
<br />I
<br />I i
<br />1 I
<br />1 1I_
<br />ISTMD LUHIL'4R
<br />RDIA4ID
<br />/
<br />[,WCRTTE AID1aRa
<br />P 3HfCn AA •)
<br />WALL AND FLOOR MQUNTING INST41pATWtt FOR
<br />SPLIT PANELS
<br />% I T. i po01i"
<br />4D.
<br />R4 1/IWID RUGD1MN. Erum u°
<br />,O�r6�n.':'aNYGa;,W:.
<br />IP aaa PRt. -no .,A.
<br />L
<br />_ /� V \
<br />SCARF: 1/4 . 1' ^�." , 5p1L1'_ 1 1 1 ; 1 1 1
<br />U40A[Ll�t�i %
<br />YIH:M' ;f1��f11•Aa lMnia t.,.1/ - •IMAIR.I�aP..M(....E.D '
<br />sllsr AA • rRu
<br />M«NRna I�rnldl0elR RAwR - tWl!
<br />IF- IG,-n Au.a. `
<br />E NrIMAf ON Tre 1w¢T)
<br />1
<br />1 \\
<br />]•.. /,re ,MOON
<br />if Iiri i yl� \ ff
<br />LLNORK"R11tlM"1p1NIIa°R� , 1• r �� Rr'cefe RICK
<br />MDllgrl MSt11[ MIND m II� "I, i°IM° T \ - no'.1�2
<br />1 Y /Lai I \
<br />] • U TI� I -] (Rr ,wrw • •vrroM) ' • - - Vr .-� ;- , wuloN sN+ • m Yuuw uKnar>-- -. _---_
<br />1
<br />SECTION Y-Y SPLIT -STORM PANEL ELEVATION
<br />SCu�1/��,• DETAIL 2 SCALE ,p--r
<br />LOIx ar
<br />lA1�l OMDiIr1�D'1
<br />MUWON SCHEDULE
<br />MI.. MULLION
<br />RE Cum wn
<br />SPAR (R.) -
<br />TURF MULLON -
<br />-
<br />4
<br />2' . J' . I/6'
<br />C AKr4In
<br />(aaLE CrROME
<br />CLL SC.-
<br />-e•'..• P•.aL
<br />� rNsul14 MM
<br />Q _
<br />R,..,.1HIIN/lIy
<br />••T`\l .. . , C/l
<br />,.�''�� ANGERS••. ✓�,;
<br />F
<br />No. 44167 •-.
<br />> 4'-6' To 5 -6•
<br />2' . 4• . ,/e•
<br />> S'-•' TO 6 -10•
<br />7' • a 1/1'
<br />• SPAN AIJ� FOR 5 p p[_,10w PRCSSUPF RATING
<br />[UHppPNN{Iryy0 .56 0 p5p5 pp/II . -72.0 FIT
<br />•• PARAII[L TiO ESTORMYEP/1A'.IIOE'1,35 L BC OR[IrEU
<br />SECTION 1 NC
<br />SCALE
<br />NOTE: MULLION CAN ALSO RE INSTALLED N/0 SNORT PAR" ON TOP
<br />OR BOTTOM SO THAI IT 15 LpY O AT TOP OR 8OTTOM OF OPENING
<br />(ONE PANEL OPENING W/ TUBE TRW a BOTTOM)
<br />INSTALLATION
<br />INTO
<br />DETAILS FOR REGULAR
<br />EXISTING WOOD STRUCTURES
<br />PANELS J) & Qb
<br />._ e � � m,�rp,r, I
<br />v.+T ew1
<br />(r"�i-n .1U•'wl
<br />-_
<br />♦ w sn r r P<
<br />�.
<br />r' V �C,,,
<br />�I
<br />.//T.rrwAA...ou4 • ..aid• oc
<br />b'i name AIR•" Knem. A
<br />`''
<br />_ ' v./N UA sGaw . r YD Iv
<br />\ iR' •WY' Mr•Nao[eY*br
<br />-_ r 1MKw
<br />_ - n
<br />i m mu:a Wom'�'®HIFAeD1 "
<br />��. Nlor.N1 A/ 4AD MLoa+
<br />IiawWMA I
<br />_y+Y
<br />r1
<br />'^• �
<br />z
<br />�
<br />g,�• : 'Y.nR+r Ha, .;
<br />/ 1 �y�/vy�
<br />N 1. I ,
<br />�
<br />�F
<br />h t
<br />.nco TARRA�.NrRU ;;� •a
<br />'{�\ ¢qw
<br />`
<br />/ I
<br />ia1.
<br />ii
<br />:i.'.�aliro� � �/l��
<br />i W
<br />T�•
<br />is
<br />�ry
<br />gg
<br />Set oaAT, I
<br />g
<br />�`
<br />M .HIS . sMssa •
<br />re ISe" ' b rAo°�
<br />i 1
<br />INST
<br />LIATION
<br />WALL MOUNTING
<br />- ALTERNATIVE 3y'
<br />I
<br />'fTNN �
<br />�
<br />j
<br />SMALL 1,.- _
<br />:ems
<br />1
<br />I
<br />- -
<br />BUILD -OUT MO Nli TONG
<br />INST L LOTION - LTERNATIVE 1 W - `,�,
<br />wpp,•..•.,
<br />+� •GA.'"°Ao,Pw�-n"PY
<br />-.._ -/--�-.
<br />-_ -�"`- :d:I:65r ;, �. - •- -
<br />I. I
<br />A .PCP, D •un
<br />- D�..N p,o,
<br />'.
<br />;CAGE •./.' .. 1-
<br />CEILING ! FLOOR MOUNTING
<br />WALL t FLOOR MOUNTING
<br />SMALL MOUNTING
<br />INSTALLATION - ALTERNATIVE M1W
<br />(SECTION AT TOP IS UMETED TO +55.5-67.0 MA%.
<br />INSTALLATIONS -ALTERNATIVE SW
<br />SCX.E'. t/4• - 1
<br />INSTALLATION -ALTERNATIVE
<br />2W
<br />A.S.D. DESIGN PRESSURE RATING)
<br />Sr-E
<br />T'>me i0u lAr oa j 1Ji
<br />6 r+.• m «o-
<br />NOTES:
<br />M.uHI'nully
<br />`�P A. Till/�',
<br />FLOOR MOUNTING
<br />INSTALLATION - SECTION 4AW
<br />SCALE; 1/4' - 1•
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />••O`P\� ..•••-•
<br />UP TO +55.5, -72.0 Ds,f. AND PANEL'S LENGTH UP TO B'-B".
<br />gyp;•\CEN,Q '•'9 -
<br />FLORIDA BUILDING
<br />CODE High V•IocHy Nu Gone Zone)
<br />2. FOR NEW WOOD FRAME CONSTRUCTIONS WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL.
<br />- No.F4167• s
<br />`DRAWN
<br />20 GAGE
<br />GALVANIZED STEEL STORM PANEL
<br />BINVTCfOR_
<br />G4MBIfunoN .pE_.SEGSL�S
<br />ST � -
<br />..� I� GLOBAL PROTECTION PRODUCTS, LLC,''I L EC 0L.
<br />I
<br />T M MOUNTINGS CAN BE OP BOTTOM
<br />4 0
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />� ,c R I
<br />G\'.�� �
<br />'i F'SS`y0 Gam,
<br />1 Me
<br />NwT nnNo • [ IN[[111,b c Awr
<br />+.. IaoU'n�'•.°rn r•�•'Lm1 iT ;'y"rr N1op[,
<br />pa.Nel_7sFi r,Lr (Ps.).e.-[nr 20 176
<br />INSTALLATION.
<br />SAL'
<br />7"IIIIMI nN,arA'e swl/wGNArIRR/Mn
<br />a-000e7 • _ DRrr+D Nr
<br />wrtA A nwrrr.. rr _ _ aIm 10 W n
<br />CONCRETE ANCHM CONCRETE AM04M FOR CONCRETE ANCHORS, 1H W43UI ON BRIEFT 14
<br />•-1 ro1 WOO) SCREW SR SECTION ON SKE, IS
<br />(sLc S SI 14) SNEER T I \ 1-r-. 1, R 1W/15
<br />raNrO cowaE,[ \ '. 1A 2/4. W4. 3/4 CAR 4/4 1. 2 3 1W/13 - ]• MM
<br />_I
<br />..JOG• CORE ,JOQ• 1Rn.
<br />I �;• 1 yo0.
<br />POURED coMUETE-
<br />RCOURfD \d
<br />I I
<br />m 1 r TT T _�-rfi�
<br />_ tty' y..�SCHEDULE CA-
<br />wHr
<br />irpH I I [. NP ►MQ) dN1ul01T OMEEwOR wW pREEIBOR pow IERD PARTS)
<br />u' [vARATION FOR W. T,pp AY
<br />TO OASS II
<br />A 111
<br />�1//a•� //
<br />7 ° •.3/ ., d WID~'E a d -
<br />MRY 1VfRf
<br />-- STUD N• 2 112' 01 IFFIAD 0 12 ,/x• O C I 1
<br />Mff-
<br />T - ' 1R//sPa Ors S/e• im' (CAN O SG�I.TI'IY/- .1
<br />'/"• LRr� TO • 2 /Y OC J• IENL (TAX n -
<br />01IS
<br />i(SEE DET 2py_. - .._.
<br />(A[IERArt LOCATION
<br />i ■■ Al
<br />ENO PAMPA
<br />SE(I0�S 1/,
<br />(..
<br />/I
<br />• 2/4)��LOGTRYN
<br />ALDn%
<br />0oEK
<br />3
<br />I lax/rN)
<br />ORCOCRRf
<br />B.M.LOwR�EO
<br />I i i I 1/4, 2/4. 2A/4. 3/4 ON 4/4 1, 24 yW/13 1. Z k 1W/15
<br />1 ALTERNATE LOCATION
<br />-) ON LIFE SAFM PANEL
<br />I AREA W/NO LIFE SAFETY PANELS LOCATION OFLIFE (SEC NOTE 18ELow)
<br />CAI1L r4 RLGUN AN PANELS W/ OR I
<br />-- Wm PANEL '--I
<br />y I _
<br />L - W/O REGULAR TRACKS (SEE NOTE t
<br />PANEL n©
<br />BELOW) • BE INST.LED
<br />GO REYT ARCNpRI RT SARFiv STOIRMO PN•D. OPENING SMALL
<br />"F AS
<br />\ °; POURED COFCF[iFi wW"�L"" pp OPTION #1 FOR LIFE_ MNEAR tAX.t CONDITION) -T� OwFACE1fATE[ I�MSr�AI➢UTIMENOED
<br />Gyp R[pU1t(D CONCRETE NNCHENSJ-N•` , '1 a SK'IRU°C'TU� OR RIINOVf.D TROY IASNOF
<br />"�' T` ) --"D ELEVATION
<br />WALL. MOUNTING INSTALLATION -WALL AND FLOOR MOUNTING INSTALLATION 3/37--,'
<br />6SCALE
<br />- SECTION 1, SCALE: 3/8' - , - SECTION 2 SCALE: 3/0' - 1 ©cs+°"Q I t ./, Ir..�._
<br />�,/,• w„ ,P
<br />W
<br />N071$..ON_11FE SAL+t s11MM AANE:.RYCT�Y
<br />I. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) 1
<br />OR AS AN INTERIOR PANEL (AM PANEL LOCATION IN BETWEEN END PANELS) B V N� ) PANELS GTm n Lo
<br />B T[1WIA.1E LaA,bw
<br />LIFE SAFM PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO RfGUAR PANELS SQ NOTE N)
<br />(W/ OR w/0 REGULAR TRACKS.)
<br />T LIFE SAFELY STORE PANC4 CONS5IS Or 0.039' GALVANIZCD STEEL STORM PANEL AS SECTION B-B
<br />PER COMPONENT (�, SHE [1 2 or DRAWING. SCALE 3/32--1-
<br />THIS PANEL AI.nWS ITSELF TO BE REMOVED OR INSTALLED FROM THE NSIOC OF
<br />STRUCTURE
<br />T...l 11H IPNr11l/.
<br />3. CAFE SAFETY P RF.OURE9 TOP TRACK TO BE COLAPOIIEN7 k BOTTOM TRACK TO T
<br />BE COMPONE�L�7 AS PER 5 2 OF THIS DRAWING. JA�'`T(.P ,...•.•.,• ✓97'4
<br />SECTIONS , a Q\ ••'\CENSF L
<br />iDOPomES wEwESL
<br />SHEET. ASS OEWALLLS�aFL2�0/4IKK�MEDFOLLOMNO
<br />FLORIDA BUILDING CODE (High VelocityHurricane Zon•
<br />4. M. LENGTH FOR COMPONENT ®6 15'. - ;
<br />NO' ' * "I'�°'
<br />Mo. ANCHOR SPACING FOR C04PONEW ®ANCHORAGE At BOTTOM IS GNEN ON _ : `20x0 "IO 20 GAGE GALVANIZED STEEL STORM PANEL Do -
<br />* RU,
<br />SCHEDULES I MET 14. F3� 2
<br />COMPONENT ®NAY BE PERMANENT OR REMOVABIF. ATE RL'.c, - - ^
<br />•a '' /N Gn
<br />GLOBAL PROTECTION PRODUCTS, LLC.
<br />S SEE ERRORS FOR INSTALLATION INTO WOOD FRAME BUILDINGS ON SHEET 15 �:,'Q�•. Og1a r - IL ECO
<br />F'•.. INC. •am 6r SI sT1EFr
<br />'`y.'V• NL
<br />6. SEE SHFFF 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF '/i,,FSS TEsr"D • COL1P'LMY •�T'• 20-176
<br />rl �N.. L{\'` " N• • " .a rr rRoa n M1r NKRE, lu.Noo-7a•e. FAX (•34NIN-an7
<br />SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO OO BANGS IN
<br />/WO ' III III/IM-y\ .w (A) nr•fAN F,. Nay R.-raN ry
<br />u-000sll6 DMRAIO N•.
<br />r auVSNONAIVIw/Mn "Tot A 11111T A. PE Y 1[-r4 11m 1J W N
<br />1
<br />/. to, - 5/B• LONG BRUJLSS, RUnKNG w/ INSTALLATION
<br />DETAILS FOR REGULAR PANELS(b
<br />& t_-i�
<br />PANEL CURD' SS Ms a ..AN DG FORo.c
<br />TgSHs ro AND N 1/4.
<br />INTO EXISTING WOOD STRUCTURES
<br />FOR LENGTHS T
<br />FOR LEARNS w ro a' -a' INa SRU E 0
<br />-a' 0
<br />PLUS
<br />PNELAMn rOrLE O CR IMrLMn PLUS •
<br />C. MINT 1 1/Y Nil. 11•nAKD
<br />P;[I[TRAIRM 0 HLAW rp ALL LENGTHS UP. e'-e' w
<br />_ / •r LAD Iatws • ioiiilA��GN
<br />�\
<br />�
<br />�
<br />J 4 I L� 11 aTo
<br />/Y
<br />E
<br />EOE.
<br />1
<br />�
<br />I
<br />I
<br />c
<br />I
<br />I �
<br />I
<br />j �� �
<br />I -
<br />NDm HOmI
<br />I �
<br />AOm KIOA
<br />.eDN•a
<br />I
<br />ALTERNATIVE 1 W
<br />ALTERNAjj)/E 2W
<br />SCALE 3/14 1
<br />SCALE 3/8-,-
<br />1
<br />1
<br />,
<br />;
<br />1
<br />M 50H[OAE ON SEER . (
<br />1 N3 i
<br />`GH O I%AS D
<br />)/PANT/
<br />'_
<br />IM6 MA1Yp:
<br />To GLAu
<br />I
<br />1
<br />1
<br />EOF
<br />1..
<br />I
<br />I
<br />ED!
<br />\
<br />E0
<br />ir
<br />EG
<br />Bar
<br />'.0110
<br />I ` j wl LD. . 5/°• LDNO s `S CJSHNO
<br />` W/ 1/A••.20.2E YS 0 s 1/.' DC
<br />,/•'N-YO/Ia�h �i/Jt
<br />PLAN
<br />FOR p a c, tv u-N is ro T o- AND s
<br />'s
<br />D C NOR LENGTHS TO 6 -e• .HI..
<br />4
<br />ON 1
<br />OR It._,D MMLAAR (TENS IO CR
<br />Kq.+IL 2'.4, PANELKATF FILIS O 1x 1/2. D. C. WITH I
<br />- 1/• i L fCACK • 4' GF w
<br />4wAom rnrnA (
<br />ALTERNATIVE 3W
<br />ALTERNATIVE 4W
<br />/x• Mn THwEAoED pcHrmnow AT
<br />WOWOTN O EXISTING WOOD Pun FON
<br />2-.4- MATE • or TIES
<br />SCALE 3/11-1-
<br />iIA'-[ 1,16-1-
<br />Au LENOIM w To ••-r "
<br />'"I"
<br />Y
<br />§�TERNATIYE
<br />WOOD$
<br />L L
<br />CCCC�DITIONS A ANCHOR
<br />LOCATIONS
<br />DMCT MOUNTING INSTALLlAT10N BUILD -OUT
<br />6W
<br />MOUNTING INSTALLATION
<br />wort SHUTTER TRACKS rxT ::Ibm. rnR CI r
<br />ALTERNATIVE
<br />s:ALE 3/s-r
<br />sole J/e-,'
<br />H13TES.
<br />,"pN. "I'TI(lll'Iy'AI
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.O DESIGN LOADS
<br />UP TO .55.5, -12 0 PSF AND PANEL'S LENGTH UP 10 B'-B'
<br />;yam.• �. ENSF
<br />FLORIDA
<br />BUILDING CODE (High Velocity Hurricane
<br />Zon•
<br />2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO BE SOUTHERN
<br />16 t =
<br />P2oxo nnoo NG
<br />E v
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 055 OR EQUAL
<br />_ No, * i
<br />20 GAGE- GALVANIZED STEEL STORM PANEL
<br />IXwN
<br />T
<br />TION OF SEC Ian. NA N.Ob. f.OH.tOM91 QN°
<br />E 0 F .-
<br />S T -
<br />? •o'� •
<br />I:. E C 0
<br />GLOBAL PRO KIN
<br />TECT PRODUCTS,LLC.
<br />T L
<br />/ /1DY4
<br />'',, OF
<br />PING
<br />-'"^--A
<br />Rem ar s, 11WE1
<br />R.
<br />TOP h BOTTOM MDUNTNOS CAN BE
<br />'•
<br />F�'�
<br />1e`'Tooewr
<br />'A,,,4 SSj •'Ali A
<br />nNLun nt Spa ENRU Not cotvANT
<br />N Air
<br />n
<br />DEW[. saa+4
<br />nNorE (e.)ee-rna, rA". (aNfHs-e»7
<br />20-t 76
<br />COMBINED IN ANY WAY TO SUET ANY
<br />INSTALLATION.
<br />Illllll NNLH[•1r, SGt/aIDrARAE/MTE
<br />N.. r>ni
<br />I. w rROOi .>., RI
<br />_47
<br />so r, 11 a T
<br />AL
<br />STUDS O EVERT
<br />OVERLAP
<br />(12 1/1' D.0 )
<br />TO HOLD PANEL
<br />j p I
<br />1/4• in SEE I INTERIOR PANEL ENO PANELS
<br />-2 SCF[IXAE 61 SCHEDULE /1
<br />.DETAIL
<br />T T .E� / .- Y - FOR MEN. -- fpR YNL L-]•-.-{
<br />YElIIlli. WALL IIJ sRAcelc sPACBD
<br />OR DIRECT Mount ANCHOR ANCHOR
<br />OUNTING IN ALlACON (APPLICABLE M.SCHED_ULE__1-)
<br />MAXIMUM A.S.D. DESIGN MAXIMUMA�•D. DESIGN PRESSURE����sf�AND
<br />uEff$PONDIN�MAXIMUM ANCHOR SPACING SCHEDU�A��fORANCHOR SPACING SCHEDU�AT ice: fOR
<br />INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES
<br />5QEE%NE • i 27W/_WyMDUNT CONDITIONS TOP A1_WIMBEW1 E.D. - 3 1/2'_
<br />STIES O EVERY
<br />OVERLAP
<br />02 I 2 0. C.)
<br />0 PANEL,
<br />6/6' Min (CASE 0 r
<br />3' how'. (OAK 0)
<br />HA4AaAA AS0.
<br />DESION
<br />NNSSLR[
<br />MtAG AT.
<br />IANN
<br />O' lA-W
<br />CAA-'
<br />PNpSMrr rPILE a
<br />PA•LYNR .
<br />APPLAi DIE m
<br />SCIOr.S I •
<br />eMM1MTe7w
<br />,K T1EA
<br />LENGTH' PEEL
<br />LENGTH ', • (1)
<br />ro
<br />WINCING[
<br />WINK
<br />comckm
<br />CONCRETE
<br />MINA
<br />CON MET[
<br />CONCRETE
<br />BLOC'
<br />CaNiKI[
<br />CONCHES
<br />RU.00R
<br />I:ONCNCI[
<br />[
<br />BLDOt
<br />B'
<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 />1 AT 2 (TOP)
<br />155.0. -12.0
<br />9•
<br />7-
<br />9'
<br />9'
<br />9-
<br />9'
<br />9-
<br />9'
<br />9'
<br />S.
<br />I (BOTTOM)
<br />5'-0' OR LESS
<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 />I at 2 (TOP)
<br />+55.0 -72.0
<br />B.
<br />7 1/2'
<br />B'
<br />9'
<br />9'
<br />B'
<br />t (BOTTOM)
<br />5'--0' TO 7'-a'
<br />+55.0 -72.0
<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 e T (TOO)
<br />7'-6'
<br />9'
<br />4'
<br />9-
<br />B'
<br />--
<br />SC[t ,,L / 2 ...J.87 fLQQR_MOUNI CONDf MG_AL BOTTOM W/ 10 - 3 7/2' •
<br />LANMUY A€0.
<br />DESIGN
<br />Ne[SsuPRESSURE
<br />TIC .F.,
<br />ZASE I COLD • S/R` 1F MIOW TW O A ILO
<br />ARSE 1 (SRO • 3• Yn. FIRM 1W OF NOG)
<br />APPLICABLE TO
<br />SECTIONS / a
<br />CONBINAIIO
<br />OF THEM
<br />MAXIMUM PANEL
<br />LENGTH 7' (fl.)
<br />-- -�TAPCON r•, N-IN
<br />_
<br />�-
<br />♦49.2 -51.5
<br />3• }'
<br />4 1/2' 4 1/2-
<br />2 (BOTTOM)
<br />7'-6' OR LESS
<br />+52.a -66.0
<br />3' T 3'
<br />4' 4
<br />2 (BOTTOM)
<br />7'-6' OR LESS
<br />.55.0 -72.o
<br />2 1/2' 2 1/2'
<br />4' 3 1/2-
<br />2 (BOTTOM)
<br />7--6. OR LESS
<br />+55.0 -72.0
<br />1 1/1' 2 1/2'
<br />N/A N/A
<br />2 (BOTTOM)
<br />7'-6' To 6'-O'
<br />+ss.o -72.0
<br />N/A N/A
<br />3' 3'
<br />2 (BOTTOM)
<br />7'-6' TO W-e'
<br />ALTERNATE
<br />LOCATION
<br />AT END PANEL
<br />O
<br />•--- I I I I 11
<br />B SEE 1`IFI SEE 1 I INTERIOR PANEL END PANEL
<br />IX '�5•� /B S 2'EFaO,LRE.�1..
<br />M ANCHOR MD.. AN SPACING SPACING
<br />-- 1'-3' Yin
<br />JDTAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SOEDULE -2)
<br />SCALE: 3/16• - r
<br />�IMUMA.S.D. DESIGN PRESSURE RATING CA.S.D. DESIGN PRESSURE�TING (p s.f)AND CORRl E5F9NIW.SrSPONDING
<br />��/MUMPANEL�NGTHL" SCHEDU-_YElllll,E
<br />NAlMCALE�2BMMC�c�HI.T_.I0.5EGJ1 N5crri0.._LA_LdNDICATW..FLti_LDLSAtIIY.3'IQBM_PANi:
<br />SYSTEM ON SHEET 1}).
<br />s.•"P A. TIC(;,
<br />\�\CEN$F
<br />No. 44161
<br />*. * IN,
<br />14ALAA AaD oraRr
<br />Kr PR1n LON,H
<br />IHCRUAC Row
<br />T.' 6!)
<br />TINT eoRMluN
<br />aNW1
<br />(RAN.)
<br />IRE[ Ni110He)
<br />b DIAL
<br />rLL11W
<br />X[ BMW 1S OR ANCHORS TTPE A SPACING FOR INSTALLATIONS INTO WOOD "WAR. BURCNG.
<br />IRNALARN AICNON wACROS ArO NNYLM LUCE MIANCE AM -It. M THIS SCMOULE IOW
<br />E.D. LEES THAN INDICATED DIN SCNEOLE REDUCE ANCHOR 4PApNG sY YUI. RIMMING SPAfmO
<br />SNOWN m 104E L[ Br IYE IOLOWNC FACTORS f011 I- OK., IDN In M f•OtNB.E.
<br />REDHEAD SPACING OMAAKD USING IACfM SMALL NOT K LESS IPUH MNP'UL SPACING
<br />ROCAFED FOR EACH ANGRIER TYPE AT ANCHORS LEGOKI
<br />1/P�
<br />,/.•.
<br />,/OR
<br />1/41
<br />AlalloN TINT
<br />_I/1'•
<br />WO
<br />Or IIPMIP
<br />A,.Z, 0
<br />PR'r
<br />M•. ANCHOR •IKWe (N)
<br />a
<br />7
<br />1 3
<br />a
<br />1 1/1
<br />APIM [A 6sK IBNBe17
<br />FACTION
<br />qr
<br />-2-1 21
<br />_
<br />_
<br />Ion
<br />-
<br />•,m
<br />FLORIDA BUILDING CODE
<br />MAXIMUM A.S.D. DESIGN PRESSURE -RATING (Dj.f.) AND CORRESPONDING MAXIMUM ANCHOR
<br />SPACING SCHEDULE FOR REGULAR STORM PANELS I do Aq,, INSTALLATIONS
<br />INTO EXISTING CONCRETE do CONCRETE BLOCK STRUCTURES
<br />(VAUD ONLY FOR PANELS (1 )a 11A INSTALLATIONS AS PER SECTIONS I MRU 10, ON SHEETS 4. 5 a 6)
<br />1MR1LM
<br />ASD. KSNCN
<br />PRFSsvK
<br />RATING
<br />(P.-0
<br />- 114YMA1 ANCHORS SPACING, FOR ED, - 3 I/2- »
<br />RAPTOR___- _ ___._.R TAP -GNP Y GLLI-IM PAIEURATE FIDANL O ___.- PAIpaM1E PlVS S011O SET ...
<br />APrEJjAaLl TO
<br />KC'IOM6 I a
<br />AA comBmnm
<br />Or THIN,
<br />MWILM PAWL
<br />LEMCIN 'L' IN)
<br />TO CONCAM
<br />Toro
<br />Co1CRCTE
<br />BIDCK
<br />TO CONCRETE
<br />COMIC-RETIETD
<br />MOCK
<br />CONCK[i[
<br />ro
<br />CONCRETE
<br />BLOCK
<br />10 CONCRETE
<br />70
<br />CONGER
<br />KOCK
<br />ro CONCRETE
<br />TO0
<br />CONCNIFEE
<br />BLOCK
<br />TO CONCRETE
<br />CONCRETE
<br />BLOCK
<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 />4'
<br />N/A
<br />N/A
<br />a'
<br />6'
<br />6'
<br />a.
<br />6'
<br />N/A
<br />N/A
<br />1 (BOTTOM)
<br />8
<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 />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 />a'
<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 />3 a 4 (TOP)
<br />>7'-5' TO 8'-B'
<br />OR LESS
<br />6. '
<br />4.
<br />N/A
<br />N/A
<br />6'
<br />'6'
<br />6'
<br />B'
<br />6'
<br />6'
<br />N/A
<br />N/A
<br />3 (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 />N/A
<br />N/A
<br />N/A
<br />7 (TOP)
<br />6'
<br />4
<br />N/A
<br />N/A
<br />6'
<br />a.
<br />6.
<br />6'
<br />8'
<br />6'
<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 />6 1/4-
<br />6 1/4-
<br />6 1/4'
<br />6 1/4,
<br />N/A
<br />N/A
<br />5 (TOP/BOTTOM)
<br />51 -63.3
<br />N/A
<br />N/A
<br />12 1/2'
<br />5 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/BOROM)
<br />8'-8' TO 11' 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/80TTOM)
<br />B'-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 I/4-
<br />6 1/4'
<br />6, 9, 10 (TOP)
<br />43.6, -400
<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 />e•
<br />6 1/4-
<br />6 1/4-
<br />a (BOTTOM)
<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 />B'
<br />6'
<br />6 1/4-
<br />6 1/4-
<br />9 (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 />IO (BOTTOM)
<br />SEE 64= T0. I I AND 12 Ip1 ANCHORS TYPE a SPACING FOR INS.1 U NS INTO WOOD FRNNE BUILDING.
<br />MOMM ANCHOR IMP AND LADRM EOOE 06,ANC2 ARE INDICATED ON ITS 9CHFDUIE, FOR ED. LESS
<br />TZAR NDQUED ON SCWEOUE REDUCE ACHOR SPACING BY WA IIPLVIHO SPACING %OWN ON SCHEDULE BY
<br />TM[ FOLLOWING FACTORS. FOR THIS OP MTION TO K P065MU. REDUCED SPACING OBTAEO USING FACTCP
<br />SMALL Nor K LESS THAN *NOW SPACING 91 ATED FOR EACH ANCHOR TYPE AT ANCHORS LIMA)
<br />07I
<br />1/''r
<br />1/4•I
<br />1/4•A
<br />1/4'.
<br />No= Tow
<br />IAWI
<br />III W-aRP
<br />PANOJAn
<br />PADNAI[
<br />1 mm
<br />"1
<br />,-1/41R
<br />felaKi
<br />OL 4E31011 ShTONG (1L)
<br />3
<br />a
<br />3
<br />]
<br />2 1/2
<br />a
<br />••1•e1•WNRD ORw.•Ir A3
<br />a
<br />3
<br />a
<br />]
<br />J
<br />3 1/2
<br />WdWW,I nr..r BIrA O.)
<br />a
<br />3
<br />l ,R
<br />a 1n4
<br />, 1/2
<br />NOiR%Y 6111E
<br />►AD7OR
<br />--- S IRA
<br />-
<br />-
<br />-
<br />-
<br />•D
<br />W
<br />-
<br />,m
<br />-
<br />lm
<br />Im
<br />._. ._.-.-, 1
<br />No. 4167
<br />*:
<br />-
<br />"1111 IINNI '•i'[, $E/y/JOHMTUk[fD.R
<br />FLORIDA BUILDING CODE (High V•loclty Nu icons Zone
<br />e2oxo nTnT. He
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />I
<br />DRAW, B,:
<br />A
<br />GLOBAL PROTECTION PRODUCTS, LLC.
<br />o7/a/YOEo
<br />o.n
<br />LNG
<br />7 aR-ENp a tNDeR[ Nv
<br />.eao ;A 31 f,AEH,
<br />avAr, n- ]].1+•
<br />20-176
<br />]rw ,�A. N.ro.IA u H
<br />on- �
<br />naNr_ (w.)eea-7sa. rAa las•).•N-.n+
<br />w
<br />ORr1LING Nr
<br />wptgA PLLIr A.. P L
<br />iIOIM Uc. ! 41i 67
<br />-
<br />-
<br />ICFT I W n
<br />INSTALLATION DETAILS TOR REGULAR PANELS(j) DIE
<br />INTO EXISTING WOOD STRUCTURES
<br />f}- j
<br />PANT1aAlE PLUS /14.. 10 NEONATE IM PLUS ; II /11-10 PAHEITE PLUS
<br />�11
<br />6 1/4' OC. W/ t 7/a' T 6 ,/N•!O.C. w/ 1 7/6' / alHpfAOED PENETRATION ./ ,N7T0
<br />TKRIA1 0 1>fHET[AnoH r0 HREMED PENCTMTION TV YIOOD ADER i i
<br />EXISTING WOOD HFADLN EXITING WOOD HEADER F[OUIRHE
<br />E-5rRC -am HF-m
<br />/
<br />_A /B�p/ //Yp
<br />1fw S ;- __yto Ore .&ice e
<br />I a 1/•, 6c y I 6 Ile oc =. WOOD HEADER • Ile Be.
<br />NE'MCF \ r
<br />1 l 1Ap1.
<br />NLOUIRFO t FCpU1RE
<br />G
<br />I 1
<br />I
<br />t
<br />FOR TO[1'
<br />FOR 10#� ml-
<br />_4-..
<br />N LENGTH � '-.: Mem. PANEL LEM.n1
<br />P i SEE NOIELE1) E NOTE 1) t/4'r-m,' fS I (SEE NUrF I)
<br />/41-eSt1 6,} ( 7 / • raK+• a,s, BEE NO
<br />(
<br />W
<br />ri W/ 7/09 • Ma / /eY . N wa R/ 7/I'r • N
<br />1 _ _YGa
<br />] W11• IaR -_ N ]2' ANIO NUT ---_-. I A• WAR NVI -T /a2• � a/
<br />f DOOM e/o•AP irmw 0~ 1 e CARY 9001110
<br />-
<br />iv.j1 I
<br />I ,
<br />OF V N 1 OF C , MAY
<br />ARAM -I
<br />i
<br />1 I � 1 I ffi1
<br />H 1 7 Pa/ax' a .Ls w/
<br />, E�
<br />0 . ran RMSNt1, . yn•
<br />Be"MO e .. Tf/ • 12 1/Y o c CFO .. If rglUlai. 1 7- {w - 1
<br />i1
<br />IS 0� w/I 1/2*
<br />2'M' W000-PR/Ii� I� Wk. INFIFEADE
<br />(14-,0 PANELWiE PLUS r.4* WOOD .. REWrRE'Ru00 P,/•IL I. P WERATON AT
<br />REOUIRED P e e 1NINE OC. W/ 1 7/a- I CONE yQROTH of PUT[
<br />THREADED PENETM110N a LIT I ✓1
<br />L MO WIDTH R PLATE 1/4'I LAG SCANTS O
<br />' I- I h O C STADGERJO W/
<br />SnPD w /2' SRN.
<br />PwETeATaN
<br />AT NOW1pTH O PLATE
<br />DIRECT MOUNTING INSTALLATION "` D
<br />INSTALLATION
<br />ALSERNAILY -AMA DIRECT MOUNT WAgj�jID�NTVE
<br />sulNr 3/n-1' �Tj 10WG
<br />:(AaF 3/8-1- S(AE 3/6-'
<br />HQIES:
<br />1. INSTALLATIONS FOR ALTERNATIVES 6W, 9W h 10W ONLY VAUD FOR ANNIIIIIIIIINI,,,"
<br />N
<br />BUILDINGS WITH A.S.O OE SIGN LOADS UP TO .43.8. -48.0 p.a,L, AND J•�'P F. TI([/ as
<br />T✓
<br />PANEL'S LENGTH UP TO 12'-4'-•���`�'t'L,.••••••..
<br />FOR FRAME CONSTRUCTION'. WOOD MEMBERS TO BE SOUTHERN �4
<br />2. NEW WOOD P.•''\LENS ''p
<br />PINE N0. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. ? � �• F FLORIDA BUILDING CODE (High V.]-; Hurricon• Zona)
<br />HD� FOR dos SECTIONS: _ No. 416 :. * ' °]°Y°'LTR°' 20 GAGE GALVANIZED STEEL STORM PANEL I
<br />TOP a BOTTOM MOUNTING $ CAN BE * '---
<br />COMBINED IN ANY MAY TO SUET ANr "s •a'•, ST TEDF _ '�r_-3�-+� /� GLOBAL PROTECTION PRODUCTS, LLC. oLrt.
<br />•. A' R e>' I�\/ ENe.
<br />,: .�SC .em s.w. 51 anWEr
<br />INSTALLATION, ., O ' L )RAID �, E' ati��y !_._ __,.,
<br />F ' Tcarwo a [ROOM wG ANY oA.R. n. a»1•
<br />(oa4)aaP-TSN. TAX. (PofHaP -Pn] zo-t76
<br />'A,,/FS`nf •'G�T`�wr►^M,� noR
<br />rOWoW r
<br />""lllill 111111.•T7 q G-DOD67tI
<br />AL/BLeWUBEN"n
<br />WAnR A IM A., P.E em N or Is
<br />INSTALLATION
<br />DETAILS _MR -UTION # 1 FOR
<br />LIFE SAFETY_5_TQR rLl _PAN_LL._SYSTEM
<br />[/.,N uG Boa1B. 6 DG •/
<br />1-NTO EXISTING WOOD
<br />STRUCTURES
<br />116A1em PE7E1HRU7ER
<br />�OBsnla
<br />I
<br />� 10 Woro N1WIe
<br />(
<br />�
<br />I
<br />-T-
<br />9{
<br />j YOw 11fA0TI
<br />REWORD
<br />Wppp ,EAR
<br />,KPpNm
<br />I ,�
<br />11L1E�NN� lY�.TERNATIVE 1.
<br />ALTERATIVE 22
<br />/r °
<br />1(MIS) cm [
<br />x r1./ °EPW
<br />1.V- . / ,/2 _
<br />tlCr. 1/14) -
<br />I
<br />> SCHEDIl.
<br />1
<br />w
<br />M N' 1 N
<br />em7CRilRLiL°1&
<br />!' pp
<br />I �T •
<br />-T.
<br />ro I,L\SS.
<br />I r
<br />ED
<br />ro / \
<br />CIO
<br />°P
<br />EO
<br />L
<br />EO'
<br />l..
<br />L_
<br />A REOIADCD
<br />BJOa1
<br />ALIERNA__IL>:
<br />ALTERNATIVE 4
<br />r
<br />1
<br />••THDIEMED PENETRATION OR 1 1/1
<br />I11DR1�
<br />114
<br />I /4•I D..S/e- LONG MASS RUSHING f/
<br />/4'R-SOAP• OR
<br />NE. • r O.CWR
<br />WOOD FRAME CONDITIONS
<br />AC ANCHOR LOCATIONS
<br />1/N•r-EL Rat•LL O OR
<br />2O PANEL
<br />iHRUNND KNIT ON 10 f ,rOOD
<br />MUTE
<br />WALL MOUNTING INSTALLATION
<br />YOTF 5P1U1TCR rRACR2 NOT SNP,+ TOR CLARITY
<br />`n.Y1Al
<br />TO,A,'s j4"N
<br />ALTERNATIVE
<br />1 W
<br />•' ':
<br />3/a-- I
<br />i3Q JCENSI
<br />HID T - FLORIDA BUILDING CODE (High Velocity Hurrlcon•
<br />Zone
<br />2GIIs
<br />BIT
<br />:�
<br />*: F_.:W
<br />20 GAGE GALVANIZED STEEL STORM PANELDRAWN-RU,.
<br />IP
<br />t. GBSTAUTIOYS ARE ONLY VALID MR WADeDS WITH ASD. IX IGH LOWS w TO q'•
<br />.553. -720 ERI AND PAWL'S LENGTH w To W-B• % 9 • FL q)0�'T-� "'`'"��
<br />-'•. O�
<br />FS r{�•\Y
<br />--
<br />_
<br />GLOBAL PROTECTION PRODUCTS, LLC.
<br />I CI INC. .RO: S.. e, E[IRR
<br />1Q0
<br />2. Res NEW WOO/ FRAME EOP CODENS" or IIOoo YOIMRS tC IN SOUTHERN, ., .' �J
<br />PANE No. 2, W/ fNKCPt W1Am' W 0. s% M FOWL SI ;A`• \ '
<br />'"lllllll
<br />LmNo R nawrUN+O COYPAMY GAVE. R 111,•
<br />TAX
<br />2D-176
<br />111„NMTa: ,
<br />Pf S(µ/9p1ATUW[/Gn
<br />]> LR�r r.WDIL n ss1r IHradC IIs.pI•-JL]. n5.74IN-eA7
<br />Z. IMj n�+o � fnq n.-ru+ _
<br />G-o/oA,9
<br />rvALTTR A TILLR A. PC. Rn ,r-Iy `
<br />FjC*DA LN, f 44t67 I_I I_
<br />WWRO
<br />MAWNo b-
<br />WEE[ 1e W E
<br />O
<br />O
<br />c-
<br />W
<br />N
<br />�.
<br />U
<br />=3
<br />O
<br />>✓
<br />O
<br />_C:3
<br />O
<br />Q
<br />m
<br />-0
<br />d
<br />C3)
<br />U
<br />Q)
<br />(/)
<br />=:3
<br />M
<br />U)
<br />6-
<br />_0
<br />0
<br />LL
<br />-o
<br />E
<br />�
<br />O
<br />D
<br />_O
<br />Cn
<br />10^�
<br />F-
<br />_0
<br />co
<br />-Y
<br />a 0
<br />- 0
<br />N
<br />r
<br />C_-i
<br />:r.
<br />rPs
<br />IL
<br />T•
<br />4V� O
<br />-
<br />N'
<br />Cn
<br />W
<br />C_
<br />_�
<br />+--a
<br />CL
<br />Q
<br />L)
<br />O
<br />K
<br />ui
<br />Q
<br />Z
<br />Z
<br />Q
<br />__j
<br />I..l�
<br />SHEET No.
<br />SH
<br />1.1
<br />
|