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e
<br />SEE SEGI,QW] ] a
<br />OW F62] .
<br />pNNAirE Alaplq>IN
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<br />+ 1 j
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<br />U-1 M W. I z I i QQ 9 0 ! 16111 � I I I i "112 A _wu 101 m X41 i
<br />� f O��Csl i UItLN EtlN-15 MEW
<br />I '' � � 1SFE StlIE01A.E tlN ,N5 s
<br />ji¢ I-
<br />I
<br />i
<br />i I1J4.
<br />,aP,Oaa w zc.a. l it I 1� z SANS. • e- &c
<br />I
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<br />I �TOkM nME1 w •-0• Me.. PxxE
<br />I
<br />Groh . ,Ie.�ra racssefE RAID
<br />N {
<br />i
<br />S
<br />o- w
<br />1 p
<br />i
<br />1 4
<br />1�c
<br />�#�#l;°
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<br />AEot4AED x i f+Al
<br />U, A
<br />7
<br />I E
<br />ti r h,l 1 '� TArx,rt,E Arofoks
<br />ON PNEE'L 0 &G & 9)
<br />CWRIKIC AAQxpRE� /
<br />DN sr6E1s e & P7 _ sHlxr a
<br />SECTION 1
<br />SCALE 3/B. T'
<br />Ms.i, a. uut
<br />. NADr>"1W NLan
<br />} E71e. TOP & tNnTOM7
<br />ur FVKIaAMi-
<br />m0 a.a r. _PPE.4 vU+E W(,P6
<br />NP.YITAIS (SCE -0.4
<br />9#ET @ & 9)
<br />VMA i, t]),/A•, tNN CATS 2 I-' I. I•-�'_.i _ �� # E iI j Il
<br />. I' ,y wAMSDI a xur
<br />C O s(In TAPcox lo, f 4
<br />1 I'
<br />.W. mALDa Wd s 1Ia• I (I I I t� €' t { I I I I` �;
<br />\; M[. IR-WE�NAmaF. COLD
<br />FAF,� �aTr
<br />��
<br />SCAkEi T 4' � Y' ?a^ -•-A' - t
<br />j qt����� �
<br />QUAIlia-1.
<br />-T
<br />kAiKO S:F tiTl'A I
<br />sTRa nMm. W ^-c M.e PMAt � r .'.mNL :
<br />Mw4']v M exmNRssiws
<br />� ,63.6 Axi,.
<br />i ( I
<br />t7 I I Shc Ob ,ww
<br />W xYA elALmf W - 3 d' � 11
<br />n PRINTOONQ ON
<br />EP
<br />,rz• i I
<br />YI#!s FLLIEG ROPE-
<br />r12t1I,•aO'-Y ------------
<br />\, !fpt 9i.•
<br />z i I
<br />r( - -- Nun. N14LE 4 • '
<br />• �a AILLLLq! SPAN - (TIDE NIILDIH
<br />SPUT S1Q%PANEL,ELEVATION
<br />SC&E Tr<"mf" DIJAL-2 SCALE aE rJ$.my
<br />MULLION SCHEDULE
<br />#k .e, umUoN,
<br />REOSIIREg Mln.
<br />SPAN (FL)
<br />TUBE MULLKN »
<br />t "-.a'
<br />2' t 3' a t/a"
<br />> C-8• TO V-a`
<br />2' x 4' a 118'
<br />> S,-8' 10 V-10•..
<br />2' x 4• ] 1 /x•
<br />> 6'-IG' To 8' ,'
<br />2' a fi' A 1/8'
<br />' SPANS V.LL)G FGft AS$, F,k:e1GN PRESSURE RANIG
<br />MLMApgTD + D n D P.a.T
<br />» D r+LLL.AF1 R T4E��, 1 QPoE141ED
<br />NOTE MULLION CAN ALSO $E WALLED Wj0 SID" PANELS ON TOP
<br />OR BOTTOM SO THAT IT
<br />IS LOCATED AT TOP OR BOTTOM OF OPENING,
<br />(ONE PANEL OPENING W/ TUBE TOP & WTTOM)
<br />INSTALLATION DETAILS FOR REGULAR PANE.L5Ll) & (`1b
<br />INTO EXISTING WOOD STRUCTURES
<br />, .• SALT
<br />av un ri¢ -
<br />J YpAlY w r we v
<br />m-1A
<br />t NLewl r er. u] 4NFFBTA aF7]],v]gx
<br />xnlOpman W m& Atm 19 Tl� 4't A tcU94 I
<br />R +A-• Las BTRL W C a ti qL.
<br />1 x. mrxkM TNN�IA+*aA
<br />.
<br />t s>M qjy�� i +i m'n xam fWAOtx � k y OtlMa
<br />I`I
<br />wa +F+zacn f Nrxl nP+ - w•„ra' t,N�a ..es--" ' aTwwE RI Ana TNwRA'FW'
<br />J// ss- a 'w wOa ss.LaR, m ba.a w4ao HFn:4A. wr
<br />) ..
<br />��. n
<br />T ' f` 45. ,' �• :t • � Pbr msuN...A..�raI TIASS '. 1
<br />" ' i S 4 k
<br />r It 1p Ni w � 11AeMW, IkoRB I
<br />:A 49 S3
<br />1 I � 7 4 � tJ!• ,a. Rrf A.,TSN
<br />I
<br />fi
<br />{ is
<br />r Snri a •�P4. 1I1'
<br />9
<br />E c# AwmA r
<br />} T � Pxa 1 `i
<br />-#
<br />I 5A& 1 ,t V
<br />_ I
<br />• u In• a.c I - Ta R(xtl & 4 a„ I
<br />�'�.7 P" i E
<br />WPPP I i•�i" aT u.:ocuc I ' t
<br />$
<br />' y�y,�� -`�7
<br />Cr. � i � � NA ,In EFPFMIAI• 1 - _ _ _ _---- -� � 19 ¢,W � � � � ]tlORKE
<br />-i79P I
<br />w xww4
<br />� ro «LT � 4 � �a�
<br />I
<br />WALL MOUNTING
<br />i tNSTALLATION - ALTERNATIVE 3W
<br />I - S(`al E. Ile . i'r j . 4
<br />' f /A 6 I i' •�•
<br />I •I � F a'MC gnc I �.1 1 - i
<br />Cxe
<br />,rlaNn 11 .c 1«>ax aisaaa.
<br />;, 1.
<br />1]ra'"rPisr' ;Y�e
<br />TN Ffk.♦TI TIx•a&
<br />_ ._
<br />BUILD -OUT MQUgTJNE
<br />I;- I•'-e�A•n M&. o,, ... ._ /a•uc _..
<br />... , MNHfP 5flA s>�Rsarac-..•
<br />....1Jf.
<br />INSTALLATION AL R Ai'tVE # W I
<br />TEN , , Mn�,meA1 re4YANRw T 1
<br />AT inwMalx
<br />sDALE: Tj4r . r �`;
<br />CEI Q FLOOR Mau - LING ;jI{AIj. i#i ELtlOR 11'OUNTING
<br />WALL iIAOUNTINS INMAUaakl - ALTERNATIVE 4W INSTALS QNS - ALTERNATIVE SW
<br />(SECTION AT TOP 15 LIMITED TO +55.5-67.0 MAX. TOLL£: 1/4' a. 1'
<br />E11'�•1-ATION
<br />- ALTERNATIVE A.S.D. DESIGN PRESSURE RATING)
<br />SCALE: i 4 . i'
<br />SCALE: 1/0.. 1' J
<br />Pro`..Altr I
<br />n•
<br />;6 cel I r--INa:.Wn
<br />I % -xP FwP1 AI,OrcP
<br />N101R,tAxi�s1 IAOI
<br />_MOUNTING
<br />aIrATIAW
<br />NOTES: - LIunMN7Nl7 iN•-�T�ION - SECTION 4
<br />�tyti,•
<br />T. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.SO. DESIGN LOADS •»•//'aA+Ai
<br />Q ". '�''.
<br />UP TO +55,5 -72.0 s,t, AND PANEL'S LENGTH UP TO 8"-0"� .*
<br />P CENT € O BUILDING CODE i h Velocity Tr1 cone
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WD00 MEMBERS TO BE SOUTHERN � �:°� � FLORIDAH Nu Ga ZanB
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0,55 OR EQUAL. NO. 41 B7 .20" TITEM M. 20 GAGE GALVANIZED STEEL STORM PANEL Pn
<br />COMB[Nn k OF SE'nONS: I] m/eaf2oso
<br />NOTE E ; a'• ST of I GLOBAL PROTECTION PRODUCTS, U.C. wE.
<br />. ,___.._.:
<br />'S9a •••, e'C RiD4L :' '^ ' } / I.:I C {r �% INC. 4600 SW. sl STREET
<br />TOP BOTTOM 04*'
<br />& MOUNTtNGS CAN BE ,/ FF ., TLLTF TMnNN] & ENOtNE4NM0 COMPANY A 3J]la
<br />COMBINED IN ANY WAY TO SUIT ANY n • •' �} .un• R. a. ]aA waaM awa+a n sWN arrnr: {s]aNaa-]s4s, rAF: (ax)eeM-t,6] 20-176
<br />w••]nl- ,-lasx
<br />. ApmL
<br />�aTN _ _ DRWAM Ear
<br />INSTALLATION. 'AAA't1 `MILL s19rJUTtme•Ti
<br />OR,QA N187 ev[ SN11ZE1T 14 OF30
<br />COKCRETE ANCHORS 0ONCREIE ANCHORS FOR LVNCR62E ANCHORS SEE SCMVAE *$I SHW fa<
<br />(SEE SCHEDULE OR (SEE SCHEDULE CN a- FGR WOW SCREW: SEE SECTION CA SIM is
<br />SHEET 74) _ SHEET 14) '`•-3`^- 1, 2, (i iW/15
<br />y A"" ,A 2/4, 2A/4, 3/4 ER 4/4 1, 2 & 1W/15 Mar:
<br />�]•
<br />REtkFlk _
<br />.SOD" .SPdI'
<br />.LAP,
<br />' I�-I i'?`��; - I;RFMARET) �'
<br />POURED CMlCREIE 4 ..4(� 1 IT
<br />0
<br />�II ill it l► �l it
<br />i Fl l
<br />I r I I
<br />TjSEE sQNm,A_r ON II - s6E seH€Duee ox-•- 7
<br />SHEET 14 ( I Y SIILR TR 3 e I ItErO PAHEl%j E tiVIER" FANEU (xn/:'" PANEL)I � (P� ae PANEIl I j (ETA PANEL)`
<br />(F(Ri MY.Q � TUN'! E � TO OV35SEI O' 1 I 17' I{ I i! I I I! i 1 }11 1
<br />_ -
<br />J_{{I
<br />TttTWF4C''w#
<br />EVERY EVERYSTUD a 12 1/2' O.G STUD a 12 IJ2' O.0
<br />i i
<br />1 I!�
<br />xaN3iIJ/'(33a•
<br />,---____
<br />E�IE
<br />MENONE
<br />Or//TN
<br />..-.I.._.+iII3i
<br />r T b•M4a SP UTB /e alin _�1f
<br />2 L ..
<br />2 C�S D3 .
<br />DEC,J4(SEuEAi)A t
<br />(SrvE1E I
<br />r
<br />I { 6 I I €i
<br />I I
<br />PE LOCATION ONO PM a li 3 I t 1 I
<br />AS LT Qs) I I I[ I
<br />{SCE pE1AA5 T/i•
<br />i!
<br />' •' d y j ( ' & 2hq jC+- P AT ENDNiF. ELS) OR'
<br />OR S. � I I I I �. J i I �� I 1. AT CND PANELS)
<br />7tl
<br />� '
<br />!
<br />4 i II(SEE GEfAll5 IJiA
<br />POURED CONCRETE•' 1 i ,•3•, nn {! '! I: I I! I I f I r{ r EI I 1 T& 2 1A
<br />-J 7
<br />�.WALL I
<br />REDMNi r
<br />I
<br />ED1/4, 2/4a 2A/4a 3/4 OR 4/4 is 26s YW/15 1, Z & TW/16
<br />I ALTERNATE LOCATION
<br />AREA W'NO LIFE SAFETY PANELS ON LIFE SAFETY PANEL I.
<br />, » / LTIUTWY 4F L'FE (SEE NOTE (BELOW}
<br />t I - 7-e REGULAR PAR w/ oR - - - --" SAFEfY CU --!
<br />= I I W/O REGULAR TRACKS (SEE NOTE T -
<br />''� !;7
<br />CONCRTE ANCHORS _ % .'I BELOW) LAST PANEL TO BE INSTALLED AS
<br />_ _ f'' WEtl OL �^y �.F 4 //�� gyp`, UFC SAFETY PORN PANEL OPENING SPA"
<br />( SCHEME 4) P ION i O I A STORM ALWAYS
<br />TOURED CO'c'e" W,, 00.0 m) 70 ACILITATE INBTALLATIolPtf NDED
<br />Canf. REDUNtED f' �E
<br />,
<br />S971CRkTE ANCHORS"- L 1 TO 6E N5iAlLEO OR REMOVED FROM iN40E
<br />A OF STRUCTURE
<br />ONCIsm
<br />SCHETE
<br />ALE ON
<br />SHEET Ta) `.'-"""E D._.__ 2ELEVATION
<br />LIA SCALE 3 32'.T" T TION fL' O
<br />.iYl►Li.�.hil?!iI•iT,IN�.,.lt A� �I,�, AND O R MOUNTING INSTALLATION 1
<br />-4EGTION 1 SCALES 3/a' = I" - SECTION 2 SCAL.E: 3/8' . I" ; -rJa 00GR 7 t e it w ,J •.
<br />., , GAP
<br />SST.+..S..J.IEF..`�Tr:_SipRM.f f.ICLti-I.;,S7E61...It3STAi.`.ARO.kL.s
<br />F (FIRST )-
<br />T U £ SAFETY 5T0 PANEL CAN LOCATED D AN Es! P R P. STORM BE EEL E AS D ANEL.. !T a OR wsr PANEL) 1
<br />T1
<br />allm INTERIOR PANEL. HAM' P A. NTERrNL PA4:LS OR AS TERTOPANEL LOCATION HJ BETWEEN ENO PANELS), B SALTETrNLTE LOCARON
<br />]#77F. t7
<br />LIFE SAFETY PANEL MAY OR MAY NOT BE INSTALLED AQJAC£M TO REGU,AR PANELS AT PANELS
<br />(W/ OR WIN REGULAR TRACKS.) SEE Non Q
<br />r+ /� Ey p
<br />2. Lift SAFETY STORM PANEL CONSISTS OF D.039' GALVANIZED STEEL STORM PANEL AS NCT.ION 8-0
<br />PER C{±LfPONENT i'tJ, SHEEP 2 OF DRAWING. SCALE: Vu._,.
<br />THIS PAPIEL ALLOWS fTSELF TO BE REMOVED OR INSTA(.LED FROM THE rNSIDE OF
<br />STRUCTURE.
<br />LP�•TIQ/i
<br />3,BE DDRRAWINCO ON'�iT gk BOTTOM TT2ACK TO
<br />BE CSAFETY PARM{ PONE T AS PER SHETOP ET 2 TRACK
<br />fQ,`
<br />*`R,T,P
<br />COMPONENT MAY BE INSTALLED WALL OR FLOOR MOUNTED FOILOWTNG SZCP04S 1 4 & V ; ' " 'S
<br />2 ON THIS SHEET, AS WELL AS DETARS I & 2 ON SHEET 14. `�Q'•J '.
<br />�yGENSF
<br />FLORIDA BUILDING CODE (High Velocity No Icons Zone
<br />r
<br />H F R P -
<br />4. M:n, L.E2'I',T O LT3M ONENt ®S 15" -
<br />No.
<br />Mo ANCHOR SPACING FOR C�]PONENT ANCHORAGE AT BOTTOM I`a GWEN ON I 20 GAGE GALVANIZED STEEL STORM PANEL
<br />GW:
<br />SCHEDULES I & 2. SHEET 14. RiWN
<br />*
<br />COMPONENT I&MAY DE PERMANENT OR REMOVABLE WE 07JIRJ2020
<br />. YU'•, AIw ,/�1 DATE
<br />GLOBAL PROTECTION PRODUCTS, LLCa
<br />5. SEE DETAILS FOR INSTALLATION INTO W00➢ FRAME BUILOiNGS ON SHEETTS TTs�'QO •. Q� ` --' � IL �1•`". ty yr (�c. \ 4WO0 sw 51 siRfxT
<br />FFiSt TIUIT TESTING FL 3MT4
<br />6. SEE SHEET a FOR QUAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF i j, tN*'� + & ]ENGINEERING COMPANY
<br />4 N A 'P Yn M. m,. ]wt ANno { A 11.. M§ttaY: (e )Ae0^FSab. FAY:. (454)M-M1 2D-17>3
<br />AArIriN
<br />SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCD/WD00 WINDS. !!HL IM41Y '/ ._-.-. ""'^ .Lam; °tli-'} . •°a °i"-i°N ,,,,,, ,s, ,,,, s",4 �,,,, nRNpND Nu..
<br />CA-DMe]IP
<br />pE. Sf,+4/51GNAT`JAEf'WTC AN A. YIiUT UF. TP£ ea 1T'w STIEET T3 OF 26
<br />F u +<8
<br />�eXIM A.M.2ESIQN PURE RaNG (,a,.s L) AND CORRESEQUINg
<br />MAXIMUM PANEL LENGTH "L" SCHEDULE
<br />tV" ONLY FOR PANftT3'i, &LOLL MKPALLATVNPI - PPO aTRN1N6 I n4RN ID. FMa CHFTR I A A Al
<br />LIA%tMUM AS.D.
<br />G P.r.r.)
<br />uaa, P�tEWGiN ]BtN4r161
<br />lSSL n.
<br />n#FMATSON
<br />m OCAS,
<br />PAl�L
<br />GVHpi10N
<br />i I'MIKN
<br />OF CTNEW
<br />455.0. -72A
<br />V-5, OR LESS 1
<br />2 1/4-
<br />I UNtmm
<br />t TIM b 3 T
<br />To Ir 9' WA.
<br />2 3/A`
<br />UNBOLTED
<br />I THOU 5 h 7
<br />+55.0, -73,0
<br />>0'-e" TO 11 -2' Lf a. E
<br />2 1/2'
<br />I BOLAiE001Efl�
<br />1 e
<br />ON LESS
<br />] TJ2`
<br />•. OIX.TEO yp'p+plN
<br />ar e & 10
<br />Bal W/ 114`a-2+b1" S..S IM A IVINWAA AT 0+ERIAP & MI MENOM 0. PANEL
<br />muo ONLY FOR PANENSCtS& QiNRTALLATQN5 AS PER swnelms 1 TNRH 7. ON SHFCrG 4 A %)
<br />ALWMIIM LSO,
<br />DESON
<br />PATPIGS(p Et)
<br />_ _ NAtfluuM .INNGWIXtSwCRFi FDIC E.D.. ] i j2' '+'
<br />APCTIONSE TO
<br />+ L&FIGI PANEL secrloNs & uM u
<br />i
<br />ANY LF1iaiH 'L' +I.
<br />�N t )
<br />IgTROA
<br />TAPCON
<br />CF TAP -GRIP
<br />_ CALK-N
<br />FANEUMFE FEMAU a
<br />•�. PAAELMATE RUB
<br />m'E I'R@TF
<br />tb CONGREtf I DETf
<br />10 ObNfAETE
<br />m
<br />I LDKNEff
<br />i
<br />r
<br />rG CDNCtL+IE' : CONCRETE
<br />BUICK
<br />t0 CONCRETE
<br />C
<br />BL�
<br />N/A
<br />-.-s� •..
<br />NJA NJA
<br />8'
<br />MJR
<br />0• _AAA
<br />0'
<br />NIA
<br />+ )
<br />5-•.-.
<br />e
<br />N/A N A
<br />e-
<br />Ir
<br />e' B'
<br />0'
<br />0"
<br />1 t�T101r
<br />0' N4
<br />/
<br />N A NA
<br />/ /
<br />1
<br />@'
<br />N A
<br />/
<br />0' N A
<br />/
<br />C
<br />�
<br />N A
<br />r
<br />f 2 fsO'I
<br />N/A N/A
<br />e'
<br />{ MIA
<br />NJA
<br />t tROPrxAj
<br />+55,5, -' _o
<br />&` } N/A
<br />N/A NfA
<br />8
<br />i/1-.
<br />- @' I NJA
<br />e'
<br />N/A
<br />7'-5" OR LESS
<br />ORLESS
<br />3' S`
<br />NJA N/A --
<br />6"
<br />y 6-
<br />6 I 5
<br />IF. I NJA
<br />--------
<br />6'
<br />6'
<br />@'
<br />! NJA
<br />3 {aarmm)
<br />I 7 {TOP) 1
<br />6' 1 ]'"
<br />N/A NJA
<br />,.•.• a'
<br />a`
<br />f B'
<br />^•
<br />+ & 7 (wYvN) i
<br />NfA Njk
<br />t2 IJ2' @ t/A•
<br />12 1j2• �
<br />B ij4°
<br />@ 5JA• 8 Tj4
<br />6 IJA' -
<br />0 Tf4r
<br />S tTCMIJP/afl{mt) (
<br />SEE SHEETS " & , E FOR ANCHORS TYPE & SPIKING MRiN ALLhDDNS iMD WOW F1;µK BUNOnitl:
<br />WIMAIM ANCHOR SPACRGa'S AND WNW LOGE DISTANCE ARE *WA= m umSCHEDULE FOR C.0 LESS
<br />THAN NDCkTED ON SOME
<br />E REDUCE ANG1:R SGSPACING 9Y MLLAREYNO SFACRM S U" ON SCHEDULE By
<br />THE FOLLOWING FACTORS, FOR INS OPERATION TO BE FDSMI.g RIDiCED SPACING OBTAINED iSNG FACFOR
<br />9 NOT WlfSB 1Hk4 MNWW STWCNO NTCATED FOR Fh:N. AKia]W TYPE AT ANCtIM IEVE.D.
<br />t!a'a
<br />Tj4w
<br />rJ#'4 Ttx} t/xs
<br />tl#•e
<br />AILCWmL TTWt
<br />MNCaN
<br />� YM-mT
<br />fTMMNr. a PINS OYY-W
<br />9G!>-f6T
<br />Irn AMI>oR RIAaaW fr~}
<br />s
<br />3
<br />i ] x I/z
<br />s
<br />¢n awA o..vw mn f.•7
<br />]
<br />s
<br />] et2 :',.n
<br />s t
<br />Amm EL, Dome mom
<br />FOR
<br />-PAC
<br />1 Idx•
<br />-
<br />_.
<br />IA
<br />W.rP
<br />_ ._
<br />_
<br />-
<br />�.-.>-IIg•�.
<br />1/4' lb. a 5/8' LONG BRASS B1�tlNG W/ INSTALLATION
<br />�T� FOR REGULAR PANELS
<br />- A
<br />.-._ - M.S. 0 6 1 '4 G.C. FOR
<br />/PF/INEL um
<br />LNG `�/900
<br />LENGTHS up m o'-o" s IJ4' oc.
<br />INIQ ,IRES
<br />FDR LENGTHS UP 10 a'-r W, OR /i4-10
<br />-•-` RAMELMATE FEMALE ID OR PANELWTE T`tA+B a _
<br />i l 2' O G WiM 2 1#' Min. TMRikUED /I
<br />.SIBUCT
<br />NEiR1 m foR ALL LENGTHS rw•
<br />FE TNN+I NR'.]AER
<br />{"t0
<br />I,
<br />I
<br />SCR2Wa' $ tJ "
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