|
3 b, WALL. AND ELQOR MOUNTING INSTALLATION FQR adGH w
<br />ON lHm 4 lRP4M PNY19
<br />PN:RE,C :NCklq �r55DPNT ±1,9 R.N.P.
<br />SPLIT PANELS
<br />P9UREp ,� Yl , ' 4(4N'-6• r , a. S.. --.
<br />ANIXE
<br />- s»rs-n A�;�l I > USIA3-lb +rrm4 T i
<br />1 ,: Mox. 1' 1• 'g t
<br />Z rrA 4s win t
<br />-tom,. ' - ._:.,z) ]fts'P maOH RL 1• i y I I I
<br />, EaQE a< WAt1 •. - L*w. WJ1DL11 wt z 1/•' C !!! � 1 I (' 1 1
<br />i N APPLEABIE `: /.� --' tr, REw•Twa,a: PRO n P/1FNW nasrn x:, I ; I
<br />as { r g
<br />cwcure aezH ..w. W t 4•
<br />4 :1 1/2, EX. IS �..(t- 3k1[9 OtOtl« t4u0 Etak ...._I ( .-txMIN. ED
<br />,5....., ...A...�, _,.....
<br />1 s 1
<br />SCAR€:
<br />( } 1 1 l
<br />{ f
<br />1
<br />65 jt N3 x• ' I .. LUJX" - Wb3-IS ALLOY
<br />1 tINEWIE ON T"d $,IEM _. T- ; - i , 1 ' 7 "S !•._•_t
<br />�I�II'D��iI �IIi
<br />.-.� i/4• I E
<br />I 1 I
<br />1 t rNMON
<br />MPN 1 / t I
<br />I f
<br />y
<br />I
<br />�^ w e
<br />7 t 1+4.P/ 1
<br />- mraere a ada
<br />!I I I' Nr{ (I R1sM0 55. SALS. # 6' D.C. Y
<br />I i f}lufO ILOGt
<br />1
<br />t 1oR �rwaA twal __ �T� tnew ears 1 _ 77- _
<br />j I OF ,s9aA P.r., A_ra3smA1� Ng91c _ 2� - d 2
<br />1 ) II is ti
<br />1 I )LT - r.xN+/•YQ'-r I t s 1,
<br />M MG.E t s : -
<br />T4RN � - 1- sow • C-NE Nuuron 2 a 2A rO jrrP. TM+ # eO1tON) 2
<br />__4 4 Y��' ' J ! .
<br />SCALE 1/8+.1 SCALE 1/4`-1^ '. u°°YiJ 4A]. 54:ALE 4fB'a1"
<br />MULLION SCHEDULE
<br />ON A1[LT3 a e 9)
<br />ow '.AIRiE b # 91
<br />MR4.. wv"X N..
<br />SPAN (Ft.) "
<br />REQUIRED tun,
<br />TUBE MULLION •^
<br />2` x 3' x Ile
<br />? 4'-e' TO 5'-e"
<br />2'' N 4' x ,/e'
<br />> 5'-e' TO C-10'
<br />2" • S• A 1/6'.
<br />> 6•-TONIC B-9'.
<br />1' x fi'x ttB'
<br />• SANS VV FOR AS,O. L451ON PRESSM RATING
<br />TTOG
<br />^' NP4W�1•T,UGBESSTE ,SSHK6 OMENRG
<br />arkunON 1
<br />SCALE 3/8-1'
<br />NOTE: MVWON CAN ALSO BE f1 TXAEO W/O StgRM PANELS ON TOP
<br />OR %RTOM SO T1LAT. n B LOCATED AT VIA
<br />BOTTOM OF OPENING.
<br />(ONE PANEL OPENING W/ TUBE TOP # BOTTOM)
<br />INSTALLATION
<br />DETAII��OR REGULAR PANELSn
<br />&
<br />INTO EXISTING WOOD STRUCTURES
<br />P ,r4)
<br />ut]Pr011 MF
<br />�-M
<br />iv.x
<br />it .. ,,:A, 9AWt^f9 PP21wRPN
<br />- 70 n6111%0 tNOVb/
<br />- , _.
<br />I.
<br />-L
<br />WW 90Op • C 9t
<br />/IMP xpN
<br />•, ,„ -. �t 1Rw
<br />A Y-Ap OAR.
<br />`I; a9AA Aaj
<br />bC' At
<br />Li
<br />.• t
<br />r .. 1
<br />l
<br />♦ P.C. w
<br />rt 1 M. nwv4NP:Pa4ErAr:rx
<br />!x'•
<br />TIP C•STNP NOW wna:
<br />..-' .. , M lFC 406wA • t ii... e'
<br />�}j{ NINKW
<br />_. }.: 1 1 ,ANTI rlFlpw ♦1
<br />r,:Y -m imw ,l#ro
<br />._....,... .,. .. 1lNDAm
<br />, m RVY7PAFY41A
<br />-_-.. ....._ Qi+M14" ftbs-n .. ,. li Oiw,1 IA1wIIRE i/ •41W TMA-
<br />-. ALa tuww. RA# , t:
<br />la"A AAm m
<br />OC9Q P " iMu PA R�
<br />jj
<br />1
<br />4,
<br />NNK
<br />• l«9R ftW
<br />1{+•
<br />pPu,
<br />Ar 1
<br />I • tt fAC K
<br />- 11x
<br />•F0: 1 -:1- '
<br />1
<br />1
<br />•
<br />1
<br />I W uM4
<br />-Mt WTI f¢PNA
<br />ro a:ns 8
<br />wN iwl
<br />ro #°OMb"OMAss.
<br />i
<br />I
<br />WMI MOUNTING
<br />$I 3 Z
<br />j
<br />IMAM BON - ALTERNATIVE
<br />i r
<br />1
<br />_ _ _,..�,� �
<br />. _
<br />¢1''R
<br />SCALE 1/4•
<br />I r.4• wow '
<br />°m' rsP• •nw Tex
<br />0 1�«
<br />HIUi
<br />I`
<br />-^
<br />i1�Y -OUT MOUIiTTNG
<br />INSTALLAi70N - VE t W
<br />TT
<br />Nm,Hw
<br />,,
<br />«Y MO RA9es w 9•.ns.
<br />I
<br />M1 WR11iP1 iF WING
<br />_.
<br />_
<br />QF1IING 8 FLOOR MOUNtM WALL R FLOOR MOUNTING
<br />WALL MOUNTING
<br />INSTALLATION' A T O V I,�� 1 AZINS - ALTERNATIVE s1oA
<br />P I _ SCAM 1 4' - 1' --
<br />SECTION AT T0. S LIMITED TO +5 5 67.0
<br />( 5, /
<br />IHS"TAUATION
<br />- ALTERNATIVE
<br />2W
<br />AS-0. DESIGN PRESSURE RATING)
<br />SCAM- 1/4'- 1'
<br />rA•WfU^
<br />A�ip•IS1�L I 1))
<br />rs,; , • r� «�
<br />�
<br />IA rr401 AItOe41
<br />-_ - t r• Mo �Mi • R• Ps:
<br />-�ix wmovHtm rxa
<br />NOTES7
<br />AVlA1tY,�,t�M �tC{Nrf.
<br />1'�^•
<br />FLOOR MOUNTING
<br />It16S'.IV.LAT,ION -. SIFcTION #AW
<br />SCALE, 1/4' - I'
<br />T. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN
<br />UP TO +95,5. AND PANEL'S LENGTH 76 8`-6":
<br />LOADS
<br />+*� • .,• • ,,^+)'�r�"fy
<br />$ Q: 9
<br />GEED ",;'�
<br />-72.0 P.B,4.
<br />?. FOR NEW WOOD FRAME CONSTRUCTION: 1PlDDD
<br />UP
<br />MEMBERS TO BE SOUTHERN
<br />s r„
<br />. Si: S
<br />3
<br />FLORIDA n
<br />LORIDA BtiILDING CODE (High Veiooii Hurrloo a taro
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EGUA
<br />N0. 4167 ? s
<br />ix9'o MIEP). ° 20 GAGE GALVANIZED STEEL STORM PANEL FP-
<br />DRAIN Dr..
<br />yDTE FOR CDMerNAnON DF sE T DNS:
<br />-
<br />- f _. __ t
<br />9'•.
<br />GLOBAL PROTECTION PRODUCTS, LAC.
<br />/�_molS.W.
<br />SeimTOP
<br />& BOTTOM MOUNTINGS CAN BE
<br />Y T
<br />COMBINED IN AN WAY D SUIT ANY
<br />�. O '.. ,( RiOT' : ` -••
<br />'i, ACC •. . • • �.�
<br />'
<br />' 'sn
<br />[4ep1 5,
<br />'41 bmc PL 3"1.
<br />Ab. - - w mA vglb Nioli.E n m1F6 POI (954)e�-73a5,.FAX: (95a)PP9-e797 20-176
<br />r..» ImU fJE ] RF-IRE
<br />INSTALLATION.
<br />Q LAL�
<br />ArAFr7SH11 1/HL11t '-AFALi�Ttd�/6ss'tE
<br />_ w SNFCT 10 ft
<br />Gil-aapArl9
<br />WKTEII A TBAfF ,R.. P.E. *1-,+A �r - a
<br />W al
<br />CONCRER ANCHORS CONCRETE ANCHORS FOR CONCRETE ANFCFIURS: SEE SCltlEUTAF. ON On 14; -
<br />(SEE SCHOWLE ON .; (SEE SCHEOLkE ON FOR WORD 5CRE1Y: BEE, SECTRRt UN) SHEET 1S
<br />SAW 14) '� SHEEP ,4) �-'S•"' - t, dL )w/t5
<br />t/a 2/4 aA/a apt a/a t, 2 tw/ts
<br />I_...!'Lm
<br />c 3 M..
<br />POURED COHCREiE pt . _ I. w n.
<br />_
<br />.SOON �'\ I '\
<br />POURED CoKmr `+F •
<br />II3 )
<br />REOMRED I
<br />- CRfa l Cont } 1
<br />1 I IiI�+�
<br />_J_ . _I.!. _L.J!�.i._-i..i_
<br />:`- _ _
<br />�1,� j y yl!��I--1 y- �-�I�-�t
<br />SHOET 1�EAR4TEN! i ' ��`` i SH TO l� 01 � 1�(P ,1y , (IF%,EFIOA f StlOEiIOR PANED � OM ALOR PNt�j LEAN PAOWLj
<br />Ii
<br />i!
<br />t YM3(3r P OYWING �MMVT j 1
<br />Sm IT N /2* ax, EV
<br />-.. SVO 4 e
<br />1 T 1/4'hi' 11PDH97E b/6R MI.. ICA4E D -,/-Ij4••al' 41A�UtIxN�FN.��y
<br />WTIy- wf SPQONIFTS 1 11 -' ^T'�� {{ j i) i Y .. �..:_.. _............... _.. �..'_.... . 1_......
<br />ra a I.a "I o,c I
<br />LSE@ DER. T(14)1 _ T "e 1P 1/$• O:C. 3S•EE
<br />OiTP 1
<br />v (((
<br />i ( )
<br />-
<br />a
<br />y (,;r-TERta LOCAmN
<br />i-t AT [1m PKR15t
<br />j D(�F.' oETlw.s 1(t4
<br />/ )
<br />OR CONCRETE q ..;!L& a 1A
<br />9 I I
<br />BLOCK RECLINED 1 jk f'
<br />f /a 2/42A/a 3/4 OR 4/4 1, 2, 4 hW/15 t, Z k tw/15
<br />I I t
<br />y
<br />( [ ALTERNATE LOCATION
<br />111 -J PANEL
<br />... AREA W/NO LRF SAFETY PANELS(,SEE !O )S LW
<br />j LOCAFETY OF L4E
<br />i.s: REGULAR PANELS W/ OR -____ . _,L_ op�RY FANEL -
<br />W/O REGULAR TRACKS (SET: NOTE 1 BELOW)LAW
<br />_ (1j CONCRETE-
<br />0L2E �J _ l �" f:• -: I s F. . _ QpFF a LIFE SAFETY SR'•IBA PANEL OPENING SHNl
<br />" / EWO�OE, aR 9A$ a •fy AL- DE PRgr W REM NANOLE
<br />SHEET 11) PtAwEO CONCRETE--'' j GN� CONORIIX+) -! E 1 iA I. FN"Al1A, ,NSTALLAI. G RrTENOED
<br />Cmu. RE1wRK0 T MST CR REM 1
<br />C ,E ANar j-,._t".._ '� OF BE KREE DIED FROM N9DE
<br />51RucTD
<br />(SEE ,---'-E.D. ELEVATION _
<br />WALL MOUNTING INSTAL!-ATION yygj� AND a= 1dCIUNTmo . INSTALUMN
<br />ASCALE
<br />"- SECTION 1. SCAX; 318• - I" - SECTION 2 SCALE: 3/6• - I' I(M' A14x OAP' `"•� t # h:#'i 1j4' Mo«.-y.,,-.
<br />.'..' GIP 1
<br />ND_J3EE-DBM..-FAEM(:i...5.r.$iF,M:.IN5.T14idR,(f61i.r. ,_„ � :r
<br />1. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) �
<br />OR AS AN INTE)UOR PANEL, (nNV PANEL LOCATION IN BETWEEN END PANELS): 7 W1ERIfbi PANELS. C(
<br />g KTERN4TE LDCI,tIDN
<br />nw7E 1) FT
<br />LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS EPA PANELS-
<br />(Wf OR W/O REGULAR TRACKS.) � Am 17
<br />r+ h Ps p
<br />2. IJFf SAFT,Tr 5TOR PANEL CONSt545 OF 0.039' GALVANIZED STEEL STORM PANEL AS SECTION 0-8
<br />PER COMPONENT^ SHEET 2 OF DRAWING. SCALE 7j32--t-
<br />E36
<br />TH15 PANEL ITSELF TO BE REMOVED OR INSTALLED FROM THE 'ASIDE OF
<br />STRUCTURE.
<br />3. LIFE SAFETY PAAI¢ RECLINES TOP TRACK TO BE COMPONENTQ& 30TTOM TRgCK TO �VVAA,�".�/"p1.Tluit✓t�f
<br />BE GOMPONENT A5 PER SHEET 2 OF THUS DRAWING. . ,
<br />COMPONENT4D Y BE INSTALLED WALL OR FLOOR MOUNTED F00,04±N0 SECTIONS 1 G mow•
<br />' ENS v
<br />F
<br />2 ON THIS SHEET, AS WELL AS DETAIL , a 2 OA! SHEET /4• \\G
<br />FLE)RIDA.
<br />_ BUi(DING CODE (Nigh Velocity HMrr{GOne Z*no.
<br />4. Min., LENGTH FOR COMPONENT � IS 15'. = -
<br />KD. * =
<br />_ npap iILTBO, R1c 20 GAGE GALVANIZED STEEL STORM PANEL F.P.
<br />Max. ANCHOR SPACING FOR COMPONENT � ANCHORAGE AT Gomm iE. GIVEN ON •k
<br />SCHEDUIi$ & 2. SHEET 14. - OANwi R,'t
<br />* ': S` -
<br />COMPONENT MAY BE PERMANENT OR REMOVABLE -ATE"^•. MCY ,,......._ {{
<br />SEE :
<br />5 i11RALS MR INSTALLATION INTO WORD FRAME BLRLTN44F,5 ON SHEET 1S.�O'A�j" Q(LR� EC O Alit. GLOBAL PROTECTION PROOUCTSF LAC.. 9rt�
<br />i8fm S.W. 44 SPREfl
<br />�4C[+�«
<br />6. SEE SkTM 4 FOR DETAIL APPLICABLE TO THE NECESS" FOR THE INSTALLATION OF i n T REDO # NEERMO F:oMPANY OA4T. FL 3]3i4
<br />AIA SxP OAT)iA,• �'(' 1^w Mi. M. A•. Hs iNaN,+Noba M1 A71w 1'HriM: 195471a4.7585. FAT: (R54)b•0-8r9t 20-175
<br />SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCOAMID BANDS. rfAAN a xTl-um. rt..1FR0 m_w< :
<br />IFNIIMLALt - _ aew W-- DIMS tin- wwrr•1•. no" 1-
<br />PL, SEALtSgiJM1U1R'(ORTE CA-OW871q
<br />YA4tTER 0. t11UT i P£ BP. r.1M :SNRii' 1] OF R+
<br />MMIMUM
<br />A.&D, DESIGN PRMURE RATING (1),2 ) A�II CORRESFQN
<br />MAXIMUM PANEL jP NGM "L." SCHEDULE
<br />s1�►IR
<br />(VALID DIMLY FOR A NISTALL:AIDONS AS PER SECTIONS t THRU TO, ON SHEETS 4. 5 A 6)
<br />' BOLT® N/ Fj1'1-xCxt" S,8 WE 3: Wilma Ar DAMN, a 40.0im IT PANEL
<br />(MLLID ONLY FOR PANELS •1@& t{y 045TALATDONS AS PER SECTIONS 1 THRU 7, ON SHEETS 4 S 5)
<br />CONCRETE
<br />* 41L544HTI1NNNjlkf
<br />AT14l
<br />a E
<br />\CENS'
<br />FLORIDA BUILDING CODE HI Vetxll IN cone Zonal
<br />3 ;• No. 41677_4
<br />NLzm Qc. 20 GAGE GALVANIZED STE€L STORM PANELS
<br />FA
<br />z'�yyT ut-_^J-_.a
<br />• A, 1LiT'
<br />r-.-. +�I T V 4' INC. +IXW SR. 31 STREET
<br />1
<br />!( �sAFR�1TGLOBAL PROTECTOOF! PRODUCT$ LLB.'.
<br />orj"fe
<br />AA7E:
<br />-
<br />y''•'. <'
<br />,t
<br />'a?��� ••^ ,^•• � ` �
<br />AW. DAw bw>
<br />DA4£. FL ZS3 u
<br />�u 4.wN,«c N.x«I'41 PIaNF' (984}MN-7545. FAIT, (LYAF>1•R'er9r
<br />20-i76
<br />hff !Q L is _
<br />•+x- . tmm
<br />m-°ua , : tW4 N - me
<br />a,:.°N emlbmo: wb r alwwt. apG.
<br />9RMYft1O.
<br />ENI #MT SEq./ 61fAT1(E/1Mi.
<br />CA-40Gb71fr
<br />w4,d A, TALt1 .:ro'».Pt. D #O q.W x ''
<br />-
<br />. i4. _
<br />pIEEf a LIF S4
<br />QEMSW�p1WM Ai0.
<br />RAma
<br />TIRE P IFIKOi
<br />iSEE1 R )
<br />S�fAA
<br />'m b.Ai �N
<br />cam�gN
<br />f)AiKJ6,F.10 9ELMR
<br />1 '� OF 11fv_
<br />4b5.5, -720
<br />Y-$' OR LESS I
<br />a T/4'
<br />UMBpL1Ep
<br />i TNRU S e 7
<br />bS3S, -720
<br />>7'-6' TO e• 8 TN . '
<br />x StJ"
<br />LMeW.lEO
<br />1 iFOLU } # 7
<br />2 ljx•
<br />' �FTt
<br />6
<br />trtJ:B, -MI-Q
<br />1x'-4. OR lki9 I
<br />3 F/'f•
<br />#' �
<br />A R e t0
<br />MnR�uIM Ai.a.
<br />OEiK)M
<br />AUWIWAI ANgIORS 5PME4fG race s;:o _ 3 1/z• •`
<br />}
<br />��"tEABL{ TO
<br />P SECTIONS # LMKWM
<br />LOTION
<br />O 1xP-GRIP
<br />fMK-8i
<br />PAtNYRE FE)dNE D
<br />P.WE1WfE
<br />P.US
<br />SEE 515E7S DO # 11 i0P ANC+iORS iwE ! �AC9m FOR w110 tACpp n1Al:Q BAM.OIO.
<br />MINIMAL ANagVI 39ALYN63 AND tA9fIMUY Et16C HSTAgCE ARE IIIOI.'A,ED ON THIS SCHEDULE FOR E.D. LESS
<br />THAN lmRadS'O ON SOMEDVLE RB1LmF ANCHOR SPACING BY iA.AtIF'4Y9A3 $PA09N0 E+POIMi ON SONFDV[E in
<br />THE FAsfNDI1C FAL•TOi6: MR 1}69 iWERMIDN 1E, � P4RS1&E SINCPIO 08TAREO USING FACTOR
<br />Sus[ NOT % lf3ffi T41r1 YR,b1VY SPACING I/QCATFD FUR-12,Fdt A1FCH4i TYPE AT ANL4bR$ I.Tafl,a.
<br />7WK
<br />itaw
<br />IIPCON _.
<br />1/4S
<br />1/4•;
<br />4/4S
<br />1f41
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<br />-ONIC-N
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<br />3
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<br />/.m
<br />t,m
<br />1/4• ID.. 5/r LEND DRESS &GANG w/ INSTAL.LATION�E'A
<br />U F , REGULAR PANELSSSSS�
<br />&
<br />,traaaNa'ss MS e 1(4' Da rOR
<br />PANEL tENGTP6 W t0 S'-6.' ."AND B ,/4' O.C..
<br />FOR 4E71G" LA^ TO Sf r MN- ON L1,4 v
<br />INTO �STiT NQ WOQQ STj��, CTURES
<br />3:
<br />PAYEIWiE FINALE 10 OR P PAd+S. ANELAu7E
<br />1'
<br />I t:
<br />i 12 1 2' 0, C. iF011 i t0n. 1,+RflmE6
<br />P tA'
<br />ENE7PAtpN TO fI6WER FnR MIA. tE7RT1HS
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<br />SCALE 3fB=1"
<br />ALUMTIVE 2W
<br />SCO E 3/8.1•
<br />`
<br />I
<br />BEE SOH" SON TIOM 8 I
<br />FOR TO TN1Yt -
<br />F RO
<br />SA'P 1rM1M:N
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<br />i
<br />I
<br />Ent i I
<br />I
<br />L
<br />E D
<br />^ 750
<br />y±4
<br />T
<br />L-1•ta.
<br />-
<br />REq!RSW
<br />'1 : +, :�•
<br />- 111
<br />1/4` LO, x 5J8• LONG BRCS BLISNI4>G
<br />W 1p•P-xWr S.S. Ms. e 6 114 O.C.F
<br />FOR PANEL LENOPLS W 10 5-r S
<br />..i �� . 1/ '{ . "
<br />t I .. j j +O e A'
<br />,, �,. WOOD PATE
<br />-.
<br />1/4' CC FOR LENpTS UP TO 8`-6' Ma-
<br />DR #14-10 PANF�Mili FIOAALE m OR
<br />j
<br />r.i PSAIt 7Ji
<br />PANELYATE PALS a Ix t/x' 0, C WITH t
<br />,I /4%lAG 'i'PiWS i 8' OC Wj
<br />ALTERNA 3W
<br />ALTERNATIVE 4W
<br />- l y
<br />,/Y IRrt THREADED PINETRATOM AT
<br />MIaWIDT11 OF ENMINF WOOD PLATE FOR
<br />--- Ir i T4lFAKFPn+ER KN
<br />a^44'J� ', •-AeLaAOR• YPiATC:
<br />SCALE 3/O=1'
<br />SCALE 1/0-1-
<br />>,[
<br />wtr r,Enmisw m e'-aY MPH.
<br />i-
<br />�k�AHCIIOR
<br />�Q
<br />DIRECT MOUNTING INSTALLAMN
<br />!NSTALLATIOti
<br />NUME
<br />L CATIONS
<br />NOTE : SHUTTER TRACKS NOT FL'M IAA'(
<br />SCALE
<br />SCALE 316.1"
<br />AHL1HTlrTrpWr
<br />•."•,
<br />T• INSTALLATIONS. ARE ONLY VALID FOR BUILDINGS WITH kS.D DESIGN LOADS
<br />°`+;•" Z
<br />$' Td', tires .�
<br />BUILDING CODE Hi h
<br />UP TO +55.8, -32:0 PSF AND PANEL`S aENGTH UP iYk B`-B",
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />r,.�,• q,FLORIDA
<br />� :1 '«.
<br />�O=
<br />M7d0RL Rx'..
<br />VaIaGLh( no
<br />20 (IMAGE GALVANIZED STEEL PANEL:ORM"t
<br />cone Zone)[
<br />F;P....
<br />PINE NO. 2, W/ SPECIFIC
<br />DENSITY OF 0.55 OR EOUAL
<br />k �
<br />STORM
<br />�
<br />t TL F R CQMBINA pL aF rYior c,
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />Lt
<br />.. -'
<br />St
<br />'��`�. «nt om _..-
<br />4 ��
<br />..
<br />i
<br />` Nc.
<br />LL r T[3AN4 a f#MS COMPAtFY
<br />GLOBAL PR07EC7tON PRODI TS, LAC;
<br />4aLo SW. 51 I-
<br />IL 33T1t
<br />m�
<br />COMBINED IN ANY WAY TO
<br />SUIT ANY
<br />-fy. cC,�I
<br />---
<br />�Nlli
<br />xR, waWw, vaoPa. w ulw
<br />hw : Q•I.- i� rl. (mT m-Im
<br />N-7
<br />RHdc (P34)mR-P64s. ra: (954)s-#7a
<br />ixr «bvi.- N-p - w w1 •x:
<br />20-175
<br />11RUY«D Na
<br />INSTALLATION.
<br />IL1N SFaL/SIOAATimEjbAi
<br />-
<br />"LATER A 1RL.:.P., P.E
<br />m P.rn
<br />STUDS 0
<br />C
<br />TO i
<br />^
<br />8.i a. 'at6.l. .. :.. .. .. :�Ay e8% •: ai+ • R L �'+,
<br />STUDS 0 EVERY OVERLAP
<br />tt2- 1/2" 0, Cj
<br />�c3 HOLE) PANEL -
<br />Ole
<br />w, P,% I)
<br />.3• MNL {CASE 11)
<br />7'
<br />MAXIMUM ASD.:
<br />oESaN
<br />PRE:SLH#
<br />RATNO r t'
<br />7APCCN
<br />OF TAP- �
<br />CJ9%-#I
<br />PN1fL3MTE tEMVF m.
<br />iW1f1AlATE PLUS
<br />APPLICABLE TO
<br />stcTtoNs I a
<br />cmooutm
<br />OF THEM
<br />MA1lRIiRA rA14i
<br />LN01H `L (t4)
<br />'f0
<br />LaN�ETE
<br />BIDLX
<br />TO
<br />TO
<br />1AOGA
<br />To
<br />CONCRETE
<br />COFX
<br />a�m
<br />BLOM
<br />To
<br />COMCAEIE
<br />CONCRETE
<br />BL001I
<br />TO
<br />G7Nro
<br />BLOCK
<br />6•
<br />N/A
<br />N/A
<br />N/A
<br />B'
<br />NfA
<br />6'
<br />N/A
<br />8'
<br />N/A
<br />I & 2 (SOP)
<br />-72.0
<br />9'
<br />7`
<br />B`
<br />9'
<br />9-
<br />9'
<br />B'
<br />9'
<br />A•
<br />®•
<br />1 (BOTTOM)
<br />5`-O' OR LESS
<br />+55.0
<br />67
<br />NA
<br />/
<br />NA
<br />/
<br />NA
<br />l
<br />V
<br />NA
<br />/
<br />6-
<br />NA
<br />/
<br />6'
<br />NA
<br />J
<br />I & 2 iN•
<br />CTOP)
<br />-• F2.0'
<br />9'
<br />S`
<br />71 2`
<br />B'
<br />9`.
<br />9`
<br />9"
<br />9 (BOTTOM)
<br />T-S'
<br />�«55D -72.0
<br />6'
<br />N/.
<br />/A
<br />Nf A
<br />Nf A
<br />6"
<br />N A
<br />/
<br />: 6"
<br />N A
<br />/
<br />6"
<br />N/ A
<br />1 Jk 2 (TOP) -
<br />7'-6" TO 6•_9•.
<br />B"..
<br />9'
<br />6'
<br />BN
<br />6"
<br />6'
<br />8" -
<br />6"
<br />6'
<br />1 '(BOTTOM)
<br />MIR,kii ASa.
<br />0940
<br />PRES5:IRE.
<br />PATS _ -
<br />K MO a S/R' W TRW TOP OF NOW
<br />-
<br />OWE A (SPA a r MN, FACR T>W OP AMAJO
<br />APPLICABLE TO
<br />S£CT10N5 % 8
<br />ASAtto
<br />C00ia
<br />OF THEN
<br />KAMM UM PANEL
<br />LENGTH -L' (TT,)
<br />T
<br />olap
<br />+49.2 1.5
<br />3• 3"
<br />4 1/2' 4 1/2'
<br />2 (BOTTOM)
<br />7'-e OR LIES
<br />+52-8 --66.0
<br />3' 3'
<br />4- 4`
<br />2 (BOTTOM)
<br />7•-5` OR LESS
<br />+SSA -?20
<br />x 1/2' 2 t/2'
<br />+' 3 1,12'
<br />2 (BOTTOM)
<br />7'-6" OR LESS
<br />.550 -72.0
<br />2 1/2" 2 1/2-
<br />N/A - N/A
<br />2 (BOTTOM)
<br />7•-6' TO W-0'
<br />-+55,0 -72Q
<br />_.
<br />N/A N/A
<br />3`
<br />2 (BOTTOM)
<br />7'-6^ TO SNUB'
<br />,/,v SEE
<br />`,` SCHEDULE
<br />3 /2 FOR
<br />Mmt ANCHOR.
<br />SPACRic.
<br />71a _ •.li
<br />= No, 44167
<br />ALTERNATE
<br />LOCATION
<br />A7 ENO PANEL
<br />O
<br />PANEL. ''-��M PANEL
<br />LNmwAM ABC- etAYI
<br />W^- PANrL IBmit1
<br />F/4SWI1Q Mllfi
<br />'A' IW.)
<br />, SENAAr10M
<br />70 OtAS3
<br />PINil
<br />TONOTri011
<br />«83A -Ta.O
<br />Sr
<br />SEE SHEET 16 FOR ANCHOS TYI>f:. 4 SPACING POI INSTALLATIONS INTO W06a FTWYE BLN.D'6:
<br />MWWlR1 ANCHOR SPACNKIL AND MINIMUM Eta DWANCE ME A&RAITO ON THAS SCHEDULE, FOR
<br />CO LEES 11" N%WAI b ON SCHEOAL AFAUCE ANCHOR SPACING of MULTWLYINO SPACNIO
<br />S... ON SCHEDULE BY THE FOLLOWING FACTORS. FOR THIS aPEFMT" TO BE POSSIBLE
<br />ACTOR
<br />REQUCCLO AWED USING F NOT RE THAN
<br />LESS YINlAPUM SPM]YND
<br />II A
<br />flaRCA]Ea TAtH ANCHOR 1,'PE AT FDR ANCHORS LEOBro
<br />MR ORS
<br />ANCHOR Y'NPO
<br />.
<br />rAiPut$
<br />TKOWa
<br />CT TM-9AN
<br />�.
<br />CAIY-PI
<br />t o AimHOR BPAGm (bA)
<br />]
<br />S
<br />3
<br />3
<br />? 1/9
<br />aSIPaWTAwR P:R�. LRr)
<br />.-. b
<br />b�
<br />3
<br />]
<br />3
<br />IG6'AAIm) CtiVI#'1 R4fA-AIMS
<br />3 •-.
<br />••• 3
<br />J. 1/x
<br />3 t/M -
<br />4 ,-.-,
<br />�x Ea Os+� aRR6�q
<br />FxroR
<br />v
<br />3 ,/r
<br />(VALID ONLY FOR PANELS l)k MISTALLATIONS AS PER SECTIONS 1 TNRU 10. NANO SHEETS 4. 5 h 6)
<br />MAXIMUM
<br />N0 XMW A SPACING FOR E.D. - 3 i/:r " _
<br />-
<br />AS-0. OEN6N
<br />TAPCON
<br />CF TM-GRP
<br />Cb.Kn1R -
<br />PAHESIAATE i19W,[ Po
<br />P"+EiNATE PLUi
<br />Op T
<br />rPPUCAIAE Ta
<br />SECTIONS (IO
<br />r+b1PM4H4 PeY✓E)
<br />PRESSURE
<br />(WPL)
<br />TO COlORIE
<br />TO
<br />COW-31m
<br />I BLOCK
<br />TO CONCRETE
<br />>b
<br />tlMCRL1'E
<br />"LACK
<br />1 i0
<br />TO Cam^ ERE 1 CONCRETE
<br />4 BLOCK
<br />TO CONCRETE
<br />TO
<br />CONCRETE
<br />BIRCH
<br />so CO+CREfE
<br />1p
<br />CpltliEfE
<br />BtAtx
<br />i
<br />ITo CONCRETE
<br />1
<br />TO
<br />CONCRETE
<br />BLOCK
<br />ANr 6OMeRMT,ON
<br />OF THEM
<br />tDIGTtf 1' (a)
<br />6'
<br />N/A
<br />N/A
<br />NfA
<br />- S` NIA
<br />6'
<br />N/A
<br />6-
<br />N/A
<br />N/A
<br />N/A
<br />t (TOP)
<br />6'
<br />4^
<br />WA,
<br />N/A
<br />S' 6'
<br />6
<br />6•
<br />6"
<br />MIA
<br />I N/A
<br />I (BOTTOM)
<br />6-
<br />) NfA
<br />N/A
<br />N/A
<br />8" - MIA
<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" MIA
<br />5`
<br />N/A
<br />/A
<br />5a
<br />N/A
<br />��
<br />N/A
<br />N/A
<br />2 (WrLOM)
<br />55.5, -72.0
<br />WA
<br />¢
<br />6.
<br />6'
<br />N/A
<br />-
<br />N/A
<br />N/A
<br />3 4 4 (TOP)
<br />;>7-•.5"- W-.6w.
<br />ON LESS
<br />B"
<br />N/A
<br />/
<br />_,....-.,..
<br />N/A
<br />f
<br />.-.._.,..-L-
<br />r.-
<br />6° /A
<br />6.
<br />6A
<br />,..,
<br />6"
<br />8"
<br />N/A
<br />%/A
<br />3 (BOTTOM)
<br />6'
<br />N/A
<br />N/A
<br />NJA
<br />S' `:`'•N/A
<br />6`
<br />N/A
<br />E.
<br />N/A
<br />N/A
<br />MIA
<br />7 (TOP)
<br />S`
<br />A'
<br />N/A
<br />I N/A
<br />b' ;. 6`
<br />6"
<br />6`
<br />6'
<br />8"
<br />NIA
<br />N/A
<br />4 & 7 (BOTTOM)
<br />N/A
<br />NIA
<br />t t 2-
<br />2 /2
<br />-..
<br />6 1 4
<br />J
<br />•.. -
<br />t T 6 T 4
<br />2 f2 /
<br />!. •
<br />6 1 4
<br />f
<br />t 4
<br />b /
<br />R .I..
<br />6} 4
<br />/
<br />e
<br />fi 1 t
<br />, j
<br />N/A
<br />N/A,
<br />5 (i0P/BOTTOM)
<br />50.6, 63-3
<br />NfA_
<br />N/A
<br />12 1/2
<br />6 1/4
<br />12 /2 I /4
<br />6 1/4-6
<br />f.
<br />6 /4
<br />_'..6
<br />b j+
<br />N/A
<br />N/A
<br />6 (TOPJ801TOM)
<br />8-8 Tii T7 2
<br />55.0. -72.0
<br />N/A
<br />1 N/A
<br />6 1/4^
<br />N/A
<br />6 1/4' I N/A
<br />-
<br />6 1/4-
<br />6 1/4'
<br />6 1/4'
<br />1/4'-
<br />N/A
<br />N/A
<br />6 (TOP/BOTTOM)
<br />'-6' TO IV-2-
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A N/A
<br />N/A
<br />N/A
<br />6 I/4"
<br />6 ,f4'
<br />8 1/4°
<br />6 114'
<br />B, 9, 10 (TOP)
<br />43-6. -48D
<br />S'
<br />!,
<br />Y 4-
<br />N/A
<br />( N/A
<br />N/A i N/A
<br />N/A
<br />N/A
<br />6•
<br />6'
<br />6 !/a'
<br />6 7/4•
<br />B (BOTTOM)
<br />OR LESS
<br />6"
<br />+"
<br />N/A
<br />N/A
<br />N/A N/A
<br />MIA
<br />N/A
<br />8"
<br />6"
<br />6 t/i'
<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 NfA
<br />NJA
<br />N/A
<br />6 if4` i
<br />8 1/+^
<br />6 1/4`
<br />6 1/+'
<br />10 (BOTTOM)
<br />SCE SHEETS 1% 11 AND 12 FOR ANCHORS TIM A. .SPACWa FUR R}SMLLAMNS, INTO WOOD FRAME BURAV&
<br />MIAMI)M ANCHOR SPAONLS *0 MIAN" CODA DISTANCE ARE WOR>.TED ON THIS SCNEDi IE. FOR ED. LESS
<br />THAN MDQUED ON SCHEME REDUCE ANCHOR ;PACING 8Y MUL'DRLYNt SPACMO SHOWN ON 51:4ff0VAP 8['.
<br />PIE FOUDI M I FACTORS, PW INS OPERATION TO W POSSIBLE. REDUCED SWWQ OBTAINED VS" --ACM
<br />STALL NOT BE LESS 'IN* NFALIN L SPACR40: MOKATEO TOR .EACH ANCHOR TYPE AT ANCHORS LECEN4.
<br />Amm TM
<br />tf4'w
<br />Wiq'AN _
<br />1/4'b
<br />as.w-alP
<br />,: t/4•
<br />,le._
<br />1/4'0
<br />T/ro _
<br />th"
<br />"OLIO-sIT
<br />AA, ANn10• VASW6 Do
<br />3
<br />3
<br />3
<br />�4AF9aiiNQ 0w1aMw Ba)
<br />]
<br />3
<br />3
<br />]
<br />] 1fa
<br />RFA, Atl44 CNe•w tna L'nj..
<br />3
<br />3
<br />] V2
<br />] ,j2
<br />4
<br />4 ,/2.
<br />emsm.m am
<br />FA•t
<br />T0R
<br />..,......
<br />l(Y
<br />-
<br />_
<br />_
<br />-
<br />ffi44,-_�
<br />1,00
<br />rOO "-..,
<br />-
<br />t.00
<br />PS31/Y'
<br />T,OO
<br />-
<br />LO
<br />CC
<br />e
<br />2
<br />Z
<br />W
<br />s
<br />�
<br />V
<br />'O
<br />N
<br />C
<br />id.
<br />y
<br />'a7
<br />Oq
<br />CM
<br />Q
<br />Pd
<br />CV
<br />3
<br />d
<br />d
<br />d-
<br />C
<br />rt-,
<br />l7J
<br />d
<br />d ,
<br />_i
<br />d
<br />C ,
<br />IAAN.G
<br />`.4AP1A`�`A..:. r114T
<br />' ;✓� s
<br />F % FLORIDA (IU(LOttaG CODE (Ht 6 Veixl Hurricane ton
<br />NO. 416I 6 MTM. 'NE 20 GAGE GALVANIZED STEEL STORM PANEL F.PWm m
<br />' Si = GLOBAL PROTI CTION PRODUCT% LLC. °invanzo
<br />{t E C
<br />F / i < Y LNC r fltglaw*
<br />•. � 20- 76
<br />"•.w Liwc: h m r t ... Si , :: "•'a _. �... 3m+. tWNn.aFi4q, m.. LYBRLE tR3aN�-TBIa FiM6 t9aalmR-na
<br />INSTALLAT
<br />IN-R N FOR REGULAR PANELS
<br />'I & ;U
<br />INT�1 EXISTING WOOD STRUCIURES
<br />i,
<br />1 x
<br />- -
<br />,. .......
<br />:14-.fl P TE PLUS
<br />G - ANELMA
<br />t 4 .. W 1
<br />//
<br />4-•1
<br />I I 0 PANELMTE PLUS
<br />- 1 j, Q.L B
<br />-
<br />14» P LUS
<br />MELiMTE
<br />D
<br />1 T4#i TAM.31 PENIETRAl1ON tD
<br />TH
<br />T TWN
<br />REAGt:O PF7IETRA TO
<br />€
<br />NTxD �R t {
<br />TFRTEAOEL) TO
<br />POD
<br />t EiaSfiHO 7VODD /M1EApE17
<br />a
<br />SS
<br />E#45TbH0 w'OOD H"
<br />.. Fj10ER
<br />I
<br />11EOULt� 1 {
<br />E%iSTMG WOOD HEAOEt+
<br />MEN"
<br />f
<br />I d
<br />,
<br />h
<br />r I li
<br />i
<br />, r
<br />/
<br />r 7
<br />i
<br />i
<br />r t6'4F](3x• I
<br />I t
<br />E1TAr stem •
<br />s, <• a s
<br />i- !
<br />37) it EWtt 41Vp #
<br />, •a
<br />4 4 .a
<br />/
<br />lip
<br />a
<br />Z
<br />OTA1' STW' # I
<br />31. • cc,
<br />f
<br />WOOD R
<br />HEApE
<br />ED I f,� f
<br />WOOD FADE. fi a'
<br />HEADER
<br />i M(n
<br />REQUIRED
<br />F'
<br />44
<br />'fe
<br />-
<br />I Frio
<br />01)
<br />&F iR'32O,IlE OM
<br />{ SEE SOFEdRF W � : �
<br />SEE SQR'DAAE GI
<br />` N�
<br />F'pR IL b : ij
<br />iDR v.,-. skp wr1OI i
<br />y TOR ARA1fpN
<br />10 O1f5i. J :
<br />10 GfAiS. '.
<br />- i.. 10 Guiss.
<br />'.
<br />- Mox. PANEL. LENGTH
<br />(SEE NOTE 1)
<br />M8 R/ 7/B•f °*`
<br />-
<br />{ - -_ - MOIL PANEL
<br />7 t P 21Pn §S (54`
<br />) CAS, wt 7jBY a
<br />,.
<br />LENGTH _ -
<br />VOTE 1) I t.P :pa sS
<br />f!
<br />- r -. NaA. PANEL LENGTH
<br />g (SEE him 1)
<br />j1
<br />C - _.___ _. I
<br />;
<br />y O
<br />' �CYrAYVI€ v _. ._... __i
<br />ONO, w
<br />4 st�M.MOxIl,iw
<br />I
<br />t[
<br />(
<br />j[
<br />t
<br />1
<br />}
<br />6DE
<br />t 5OL
<br />F
<br />I i 0 W.`
<br />LTAA
<br />OF "L"
<br />i
<br />MAx
<br />1
<br />€ O' '1„"
<br />MAK
<br />3
<br />I
<br />1
<br />i
<br />`•''M1 ' 7 'wN] 32'
<br />SS MS wf
<br />t M"3{T�e I
<br />wI0"
<br />_.
<br />F
<br />7 ,
<br />Nam':
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<br />SHEET NO.
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