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<br />T J LLEYATION SECTION X4i 1" ``•
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<br />" ` ELEVATION SECTION Y-Y SPLIT _119RM PANEL ELEVATION
<br />CAE
<br />1 ' SCALE +. !4'.,' DETAIL
<br />l�An ' SCALE I/.-.h' ,e wvc.,Pli 11- '
<br />.)�.• tOGE d A6JaAdr�i
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<br />1 1� � al mN,aTON, 1/1LILLION SCHEDULE
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<br />REWIRED M; .
<br />SPAN, (R) .
<br />TUBE MOLVON -
<br />c 4•-6'
<br />2' , J' . 1/6"
<br />4'-6- ,O 5•-6•
<br />2' . 4• . 1/9'
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<br />.. A+.SSm. ESTODRIMIf�MNYz_i -EN(L ?BRIE ORIENTED
<br />SECTION 1
<br />SCALE 3/S-I-
<br />4DIE. MULLION CAN NM BE INSTALLED W/0 STORE PANELS ON TOF
<br />OR BOTTOM SO THAT n 13 LOCATED AT lop OR BOTTOM OF OPENING
<br />(ON[
<br />PANEL OPENING W/ TUBE TOP w BOITOM)
<br />',�P .•uCENS-. !✓�'s
<br />No.44167
<br />*' * :TF
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<br />PE--�SrALlsnwrua/OATE
<br />FLORIDA BUILDING CODE (HI h Velocity Hurricane Zone
<br />...m, •aTEcv, rL 20 GAGE GALVANIZED STEEL STORY PANEL f °
<br />IJTmN In:
<br />GLOBAL PROTECTION PRODUCTS, LLC. m2oa/a/
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<br />i,t M:N'• RCOMPANY r
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<br />u-or-.1.DR.rNc w
<br />WAUN !UPE
<br />r!r - _ 6HE[T 7 OF 2.
<br />-------------------------
<br />INSTALLATION DETAILS FOR REGULAR
<br />---------
<br />PANELS 1 & aA
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<br />INTO EXISTING WOOD STRUCTURES
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<br />WALL & FLOOR MOUNTING
<br />WALL MOUNTING
<br />INSTALLATION - ALTERNATIVE 4W
<br />(SECTION AT TOP 15 LIMITED TO r55.5-67.0 AAX.
<br />INSTALLATIONS - ALTERNATIVE
<br />SCALE 1/4' - 1'
<br />SW
<br />INSTALLATION - ALTERNATIVE
<br />-
<br />2W
<br />AS.D. DESMN PRESSURE RATING)
<br />SCALE. 1/4• - I-
<br />SCALE: 1/4' - 1•
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<br />NOTES•a01L�,�'I
<br />G T�L''$
<br />F�iMOU 1 GR Y UNTIIMG
<br />INSTALLA� ON 1 /4- SECTION 4AW1 �4��0t-
<br />INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.O. DESIGN
<br />TO �. AND PANEL'S LENGTH UP TO 8'-8`
<br />LOADS
<br />,1. .. • % 4,,
<br />"9
<br />UP 455.5, -72.0 ps
<br />2. FOR NEW W000 FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />y11, vCENS •
<br />-
<br />FLORIDA BUILDING
<br />CODE Nigh Velocity Hurricane
<br />tom
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0 55 OR EQUAL
<br />a
<br />No. 416T -
<br />o2D2o PLMM PW 20 GAGE GALVANIZED STEEL STORM PANEL
<br />11 -
<br />ORrRN BY:
<br />i NDiE FOR COAI@)NOIIOLLOF $ECTIrN$:
<br />=
<br />•a•••• ST OF____r_
<br />- ` GLOBAL PROTECTION PRODUCTS, LAC.
<br />IL ECOIN�
<br />°' an'.°'°
<br />TOP Qe BOSOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />' �•' F 1, �♦
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<br />20-176
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<br />I C I i - I i AREA NJNO !,FE SAFETY PANELS LOCATION Of LIFE (SEE NOTE 'BELOW)
<br />` ((E P.1I ( , • REGULAR PANELS w/ OR - - SAFETY PANEL --)
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<br />A W/O RICULAP TRACKS (su- N)IE I
<br />-__ RFL•lM'1 + LAST PANEL (i TO BENS]KLEDAs
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<br />S,RCT '•L R , f<NICy /'- wN1 OR we P 1 1 E 5TOR ALWAYS BE PRWDED W/ REAR "AN'Jlf
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<br />colle E. ANc Rs f - OF STRUCTURE
<br />ISET sG E ___ ----LD.-- ELEYATION
<br />WALL MOUNTING INSTALLATION WALL AND FLOOR MOUNTING INSTALLATION SCALE 3/2•.I'
<br />- SECTION A SCALE; 3/6' - I' - SECTION 2 SCALE. 3/11• . r G ®aR p t j • i A , J.• m„ - J_
<br />I-'!•• MRF. OAP CAP 1
<br />NQ%�.( 1a_SAW_, UQBl6fANE__a:SIEM.INSTALLMr-N, - -- Y
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<br />F CAFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) ( '
<br />OR AS AN 04-ERIDR PANEL (AM' PANEL LOCATION IN BETWEEN END PANELS). B LAYL �a "TIFT N 1Nla$. B (µTERUATE IOCA?IOW
<br />Harr ')
<br />LIFE SAFER' PANEL MAY OR MAY NOT OF INSTALLED ADJACENT TO REGUAR PANELS Ai ENO NNWELS
<br />(Wf DR W/O REGULAP TRACKS.) SEE ,NOR ')
<br />1 Urr SAFETY SrOq PANEL CON'StSTS Of D039- GALVANIZED STEEL STORM PANEL AS SECTION 8-9
<br />PER COMPONENT t SHEET 2 DF DMMNG
<br />SCALE 3/32-«1'
<br />I THIS PANEL ALIT 115ELS Tb eE REMOVED OR INSTALLED FROM THE 'NSIDE Of
<br />STRUCTURE.
<br />M MACK
<br />i J LYE SAFETY PAW,L RECLINES TOP TRACK TO BE
<br />®l12)N9NGOSEC710V5
<br />DRAWING
<br />80u1+ONENrNEmT t��BENSTALLED NAIL. ORSHEET 2 OF 5FL0OP MOVMED roa p\VE'�'Ap„?!/T'/9�''s
<br />Z ON THIS SHEET, AS WELL AS DETutS 1 t T ON SHEET +♦. '•
<br />:�11P:' y�rvENSp
<br />FLORIDA BUILDING CODE (High Velocity Hu Icon* Zone
<br />•;
<br />s MLn LENGTH FOR COMPONENT ®IS 15' -
<br />No• TR -_ Gx2o T¢TErn.
<br />I Mo.. ANCHOR SPACLNG FOR COMPONENT ANCHORAGE A] BOrOM IS GIVEN ON : . We F.P.
<br />®
<br />., �( ;� 20 GAGE GALVANIZED STEEL STORM PANEL
<br />SCHEDULES 1 A 2 SHECT 14 ORNp, w
<br />; *
<br />COMPONENT ®MAv BE PERMANENT OR REMOVABLE ATE Of- 1St.- _.1---'� --
<br />O'e"'ON°
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<br />MAXIMUM PANEL LENGTH NO SCHEDULE
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<br />1rK AS D Ma. D LEMTH
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<br />.MAXNUM-1VASS L-DL5-tGN PRESSURE RATINQ_(o.s•f.) AND CORRESPONDING MAXIMUM ANCHOR
<br />SPACING. SCHEDULE E FOR REGULAR PANELS1�j1/NSTAL�TIONS
<br />1R Q__EXWftQ_CDNQ�;RET�_&CONCRETEBLOCK STRUCTURES
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<br />MINIM. Is
<br />DESIGN
<br />PRLSsLAE
<br />PAIINC (o.1)
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<br />MIA
<br />NIA
<br />6•
<br />I NIA
<br />6-
<br />W.
<br />a_
<br />IN%
<br />(Top) ____.�
<br />e•
<br />I r
<br />N/A
<br />N/A
<br />r
<br />0•
<br />a•
<br />I r
<br />6•
<br />6'
<br />T Loan.)
<br />6'
<br />� N/A
<br />N/A
<br />N/A
<br />6•
<br />N/A
<br />6'
<br />N/A
<br />- r--
<br />N/A
<br />2 (1m1
<br />r
<br />N/A
<br />N/A
<br />W/A
<br />e-
<br />I N/A
<br />s•
<br />I NJA
<br />r
<br />NJA
<br />-_
<br />2 (BOTTOM) L
<br />•u 5.
<br />r
<br />I NIA
<br />NJA
<br />I k/A
<br />e•
<br />N/A
<br />r
<br />I N/A
<br />r
<br />NIA
<br />3 t . 00P; a•_s• OR LESS
<br />ss
<br />CR LESS
<br />I
<br />5•
<br />_
<br />'-'
<br />N/A
<br />N/A
<br />0'
<br />r
<br />r
<br />r
<br />6'
<br />r
<br />,
<br />] (BORON
<br />-�
<br />N/A
<br />TVA
<br />N/A
<br />0-
<br />N/A
<br />6'
<br />N/A
<br />r
<br />M/A-
<br />(10P)
<br />•�
<br />N/A
<br />N/A
<br />e'
<br />e_
<br />6'
<br />r(INiROMI
<br />.
<br />N/A
<br />11
<br />N/A
<br />12 1/2'-.
<br />6 IfA
<br />I? 1J2- 1
<br />a I/.•
<br />a.1_
<br />6 ,f4•
<br />6 ,/A'
<br />6 ,�:
<br />5 Oop�n�)
<br />SEE S,41TS TO . I I FOR ANCHOR5 TYPE A Se FOR NSTAUA JNS ATO WDDD Full RMDING
<br />MWILIM AiD4t SPACWGS All) MINMAM EDGE DISTANCE ART INDICATED ON DlS SCHTO(kt " to LESS
<br />nW, INOCIPt, ON SCYOVLf WQWKE AVD,Oa A'rC• O 0• N.lTrotTYn SPAL'PYi SIKWN CW .KD,U In
<br />THE FIAAO•WG r,4TTORS TOW DR OPERATION ro K POSSOJ. REDutED SPACING OBTANED USNG rA^ OR
<br />SHALL „Ol TA LESS 11A0 M.'. - 5PlCWG INDCA1LG ,OR EAR. Al:1rl• TPL AT NS,.CRS LIGL\D.
<br />'/4'•
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<br />No. 4167 . =
<br />*.*=
<br />-
<br />I. �ST EOF : P_ F
<br />.�:,C. 19
<br />,"""S. #
<br />j�1 TMVI" F SE11/W .PJ%/OAn
<br />FLORIDA BUILDING CODE (High Velocity Hurricane Zone
<br />Kim n,Em. •A.
<br />20 GAGE GALVANIZED STEEL STORM PANEL.
<br />+°
<br />DAMN IT,-
<br />�Nt
<br />GLOBAL PROTECTION PRODUCTS, I.I.C.
<br />o7/a/2mo
<br />IL E�C C \
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<br />__!!!�_
<br />SN[n. Ora
<br />T/.. IO .5/e• LONG BRASS eiMNc ./
<br />J_N_ TALLATION
<br />DETAILS FOR REGULAR PANELS
<br />. I., & �A
<br />1
<br />p/..-2DA2 S5 M5'°'!' °` r0
<br />- MIEI LENGTHS LIP 6 ,/:
<br />INTO EXISTING WOOD STRUCTURES
<br />I -G' ,
<br />ran LINb1Hs UP ro sOft M1.. OR /,.. +D
<br />1
<br />PAWLMA¢ FTNrE m oR PANn.Mrz Purse
<br />,- ,4_--
<br />1
<br />•- 11 /r 0 C WTPI 1 I/2 Min. THAUD(D
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<br />I +'
<br />Tb .0 C I �,/.,.3 a•
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<br />- FOR M.n yyy
<br />SEPARATION 1 I
<br />ro DAssW ,
<br />1 i I i
<br />) ill •
<br />i LEVER, "Le r
<br />/• i • v Ir P.c
<br />W fa+ 1 I
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<br />I ' I-.. - I DR BT. TD PAN PIT FEWAU TO DR
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<br />L/r 'HWONm
<br />3W
<br />ALTERNATIVE 4W
<br />I
<br />+/2• ,a.. � PEIeTrM,Td1 Ar
<br />1eDW0T., or "ralwo WOOD PLATE FM
<br />a-..' PUT
<br />, M, �ALTERNATIVE
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<br />SCALE :/W-,'
<br />SCALE 1/6-,'
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<br />T NL IETNcns LIP TD e'-e• Mr
<br />. i
<br />`- -_1
<br />war'
<br />I
<br />-
<br />ALTERNATIVE
<br />CONDITIONS k ANCHOR
<br />WOOD FRAME
<br />LOCATIONS
<br />i
<br />DIRECT MOUNTING jNSTALLT1 IN BUILD-Q(�
<br />-- - ` -
<br />MOUNTING
<br />INSTALLATION
<br />NOTE SHUTTER TRACKS NOT SHOWN FOR CLAnnr
<br />I
<br />ALTERNATIVE 6W
<br />ALTERNATIVE
<br />7W
<br />5'ALE J,r 1'
<br />scl E 3/6.,-
<br />NOTES:
<br />'0101/NNN".,
<br />A. T!f t01 1,+
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A S.O DESIGN LOADS
<br />a,e1,kQ
<br />Q�'•• •GENSF '
<br />UP TO .55.5, -72.0 PSF AND PANEL'S LENGTH UP TO B'-B'
<br />r 3�: • J
<br />FLORIDA BUILDING CODE (High Velocity Hurr!core
<br />Zore)
<br />2. FOR NEW WOOD FRAME CONSTRUCTION. *GOD MEMBERS TO BE SOUTHERN
<br />_�.
<br />�
<br />-:*
<br />A20'D nrzt°' INC,
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF D.55 OR FOUAL
<br />=
<br />ND.F'0�,i'
<br />20 GAGE GALVANIZED STEEL STORM PANELFlu„F6'
<br />ITT
<br />_ * •.' - - -
<br />STfir
<br />�GLOBAL
<br />PROTECTION PRODUCTS. LAC.
<br />-!alma
<br />NOTE FOR cGrMLW_TON of sL; D(15
<br />.a•.
<br />FLP. _
<br />''''•. Gf �``'�-'
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<br />1T1,
<br />"` EI C O LNt.
<br />.°m S. 5, STREET
<br />i1.
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<br />TOP aL BOTTOM MOUNTINGS CAN BE
<br />'' •.. .. ,F ,"
<br />'
<br />A o'llull G Gov.1
<br />N. r a..mm .'Im.a
<br />u-, 35J,.
<br />Mac (R6.)eW6-,w. FA t•n)Te•a7n
<br />20-176
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION
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<br />® •J ,/4• - SEE SEE - �- NTERIOR PANEL `-END PANEL
<br />SCIEpJU /, SC.IEWIE /,
<br />OR c7')—r' ^- r OR MP -- FOR MP. 3'
<br />OR DIRECT MOUNT ANCIIOR ANCHOR
<br />SPACING ANCHOR
<br />3• Min
<br />ET DAIL 1 W LL M.0UNTING INST(+LLA_TLON_{APPLICABLE TO_- HEDULE. 1)
<br />SG1F 3/16• - 1'
<br />MAXIMUM-A.S.D• DESIGN PRESSURE RATING (g.s.f,) AND
<br />CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT 8 FOR
<br />INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES
<br />aQnLO.u.L �_ 1_ _ (Lk - WA" MOUNT._C4t*,LOh6-TQE-A L BQTT(LL l-. L,li _. • 2' .'
<br />r� i (�, ALTERNATE -\
<br />STUDS a EVERY
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<br />3' NW, (CAM e) 1
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<br />LOCATION S
<br />A7 END PANEL
<br />' 1 :.-.,:
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<br />(4/i)OR p••B}-' 'J4• �W _ 5 EDUIF ._.
<br />\J �/ -3- - -. j2 FOR 3-
<br />NR. ANCHOR MG. ANCHOR
<br />SPACING SPACING
<br />- -3 Ma -._.__.. _
<br />DETAIL 2 : FLOOR MOUNTING INSTALLATION _APPUCABLE_jQ SCHEDULE �}
<br />SCALE. 3/,r . V
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING CIa.s.f•) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "L" SCHEDULE
<br />',Apw nraa r .QNLY_ 10 SEC.TION5 1. G_:. YDIQA7-7-E&-WE_5Af.LIY-'JDR"&%L
<br />S61L.4D_1HEv IS:.
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<br />AeElOmE •ACAS
<br />APPJf.dC TO
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<br />ANAm,uu DA1a:
<br />�ENOTH'i (n.t
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<br />ww'm
<br />a
<br />CONCRETE
<br />m CONNCCVVPE
<br />CONCRETE
<br />CzICjr -
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />5'
<br />N/A
<br />6' N/A
<br />6-
<br />I N/A
<br />1 h 2 (TOP)
<br />w55.0. -7T.0
<br />G.
<br />7'
<br />8'
<br />9'
<br />9"
<br />9•
<br />9' 9'
<br />9`
<br />9'
<br />, (BORON)
<br />5'-0' ON LESS
<br />6•
<br />N/A
<br />N/A
<br />N/A
<br />6-
<br />NJA
<br />I 5'I N/A
<br />6'
<br />NIA
<br />1 A 2 (TOP)
<br />.55.0 -72.0
<br />g'
<br />S'
<br />9'
<br />6-
<br />B-
<br />7 +/2•
<br />9' ! 9'
<br />9'
<br />9'
<br />I (BOTTOM)
<br />.5' 0' TD 7'-R'
<br />8'
<br />N/A
<br />N/A
<br />� NIA
<br />6'
<br />N/A
<br />E 1 N/A
<br />6'
<br />N/A
<br />1 A 7 (TOP)
<br />B
<br />{•
<br />9"
<br />6'
<br />9'
<br />6'
<br />6' 6'
<br />6' 6'
<br />I (BOTTOM)
<br />SS_l ,LE e 1 _ _Im'._FLDOa M%w_.CQNOffM Al _BOTLQM _*..f2=3_"_.-
<br />MAAWeM ASO
<br />oESON
<br />°RISSM
<br />RArNc r a71
<br />WE ' (STUD a S/r IA. Ime TOP OF ,WOE)
<br />M , (SRO a 3' M. IRO, b v AW)
<br />APPLICABLE TO
<br />SECTIONS / k
<br />COMBINATIO'
<br />OF MEN,
<br />MADMuM PANEL
<br />LENGTH Z' (it-)
<br />__TA CALK -IN
<br />PC _
<br />To TO
<br />TO 0
<br />CONCRETE
<br />.49.2 -61.5
<br />3• 3'
<br />4 1/2- 4 1/2-
<br />2 (BORON)
<br />7'-6' OR LESS
<br />.52.6 -66a
<br />3- 3'
<br />4' 4'
<br />2 (80rOu)
<br />7•-6` OR LESS
<br />.55.0 -72.0
<br />2 1/2' 2 1/2'
<br />A- 3 1/2-
<br />2 (BOTTOM)
<br />7•-6- OR LESS
<br />+55.0 -72.0
<br />2 1/2' 2 1/2"
<br />N/A N/A
<br />2 (BOTTOM)
<br />7'-6' To B•-0'
<br />.55.0 -72.0
<br />N/A N/A
<br />3' S.
<br />2 (BOTTOM)
<br />T-8' TO B'-B'
<br />,pew-�CEN
<br />3: -SF
<br />_ .) No.44167
<br />* : * __
<br />M.AP.n .sA PIMsW
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<br />su SHEET 16 FOR ARCH101S TYPE A SPAGAIG FOR NSTN:ATnNs INTO WOOD FRAME BUAIRN6.
<br />MNWW ANCHOR SPACNO,l AND HINNIA CODE DllTA c NIE PgKAPED ON MI5 SalrOULL. ,tN
<br />ED LESS PllN VOCATED OH SCHIEDIAE REDUCE ANCNDR SPASNG BY MULTIlk- W,,C,NO
<br />SHOWN ON SCNEOUtL BY THE DOLLOWNG FACTORS FOR r OFFRAPO1 TO RE POSSIBLE
<br />REDUCED SPADNG beTAANEb USlNG FACTOR SHALL NOT FIE LESS PW+ MNI.A:M SPAcAG
<br />WO"PED FOR EACH ANCHOR TOE .T .WHOM LEGETD.
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<br />►NAx1 UlLA.a.5,D, $IGN
<br />PRE,$.A —RATING (R s•fs) AND CORRESPONDING
<br />MAXIMUM
<br />ANCHOR
<br />SPACING SCHEDULE
<br />FOR REGULAR_
<br />STORM PANELS
<br />rt dE 1.4
<br />INSTALLAJI
<br />1�
<br />INTO EXISTING
<br />CONCRETE
<br />& CONCRETE BLOCK
<br />STRUCTURES
<br />(VALID ONLY FOR PANELS (JA @ INSTALLATIONS AS PER SECTIONS I THRU
<br />10. ON SHEETS 4, 5 a
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