|
.I"".tu
<br />NON 1H4:E, 4 L. 3 &.
<br />5&I)
<br />YI.0 -
<br />I IL"A
<br />aam
<br />SCALE 1I4'-11 2
<br />fRL cows E~f)
<br />MULLION SCHEDULE
<br />& Y)
<br />Moc MULLIOI..
<br />RECURRED Mr.
<br />SPAN (FL) '
<br />TUBE MULUON -
<br />4 4'-r
<br />2' x 3' x 1/8"
<br />> 4'-8• TO 5'-r
<br />2' a 4' A 1/B'
<br />> 5'-B• TO V-10'
<br />2' x 5• A r.
<br />2- x 4'. x t 4'
<br />rx6'x 1/e'
<br />• A"5 }MID FOR tS.D PRESSURE RATING
<br />- 70 BSroEO$ LEiX,TI ORIENTED
<br />SECTION T
<br />MALE '08-1'
<br />NOTE: MULLION CAN ALSO BE NSW.ED W/O STORM PANELS ON TOP
<br />OR BOTTOM SO THAT ff 6 LOCATED AT TOP OR BOTTOM OF OPENING.
<br />(ONE PANE. OPENING W/ TUBE TOP At BOTTOM)
<br />INSTALLATION - ALTERNATVE 1 W
<br />SCALE:. 1/V - 1'
<br />WA IMOUNVING
<br />A INSTALLTIVE 2W
<br />SCAT: 1/4` - 1•
<br />M$:
<br />1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS:D. DESIGN LOADS
<br />UP TO +55.5, -72.0 p.&C AND PANEL'S LENGTH UP To W-B".
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO, 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL.
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />(T,P T� k B6TI0N3
<br />((wULLON
<br />wwfa
<br />W(Vnt&HOI k ,
<br />1'
<br />\ Como= OR
<br />U�NIRn
<br />SCALE 1/4-.1-
<br />WI 1i 1lm1ft
<br />CIE LING & FLOOR MOUNTING WALL & nim MOUNTING
<br />INSTALLATION - ALTERNATIVE 4W INSTALLATIONS - ALTERNATjjFE SW
<br />T - SCAM' 1 4' - 1-
<br />(SE{TfTON A TOP IS UME'ED TO +55.5.87.Q MAX. /
<br />A.S.D. DESIGN PRESSURE PATWO)
<br />SN]NF: 1/4' - i•
<br />INSTALLATION SECMN
<br />6 rr• IKae om.
<br />B-A LwuEa
<br />EM In4W Nawm
<br />MI"'wl�CumB slot
<br />� R YOj
<br />,/4• - tN
<br />CONCRETE ANCHORS CONCRETE .AMSRNS FOR CONSETE ANCHORS. SEE SCEOIAE ON SHEET i4;
<br />(SEE SCHEDULE ON .,` {SEE SCNEDUIE GN PpR WOOD SCREW: SA SECnON ORCITE II 48
<br />wow4H
<br />SKEET T4)�- 1. ?)
<br />SHEET 14)� l
<br />I .�f IA 2'OR
<br />�1WW/15
<br />POURED 3f4 ul 4/4 1, 2 do 1W/15
<br />_\ CONCRETE
<br />POURED CO
<br />IEOARRD '
<br />I
<br />I i
<br />11� I I St (ETD PAEL). ONTERIOP P. (enERNR PANEL)(IMFltloR 1Eem PNa1
<br />y�G!
<br />N I TO GLAD
<br />/32 ,O2
<br />0 LY'IXl � STUD RJt
<br />StUro
<br />00 f 5nD
<br />sna Iz ,/z• oa ue,ac. *J$ 7 €
<br />4'g5' MACHINE IHlfrixiYNiFNi71!8'Min. r 1. C1 ' / ((
<br />VIM2-'a,m
<br />TO lvo 72 1/2• aG s• wn, fC^LteE' I1�O• '
<br />{SEE LILT. f/,s}I Ow1z 1 as _ -. .._
<br />I I AT END PANE$)
<br />_'° �r , ,..r�•. ✓, -. I I EE DAIS r/r. (ALTEnNITE LOCATRN
<br />I -
<br />POURED CONCRETE I P1 I ; I I (SEE 14)
<br />OR CONIIUCRETE
<br />RETE
<br />WALL
<br />Ruoum
<br />A c{ 2A/4 3/4 DI 4/4 i 1N Z, tL hW/15 t, & 1W/15
<br />I
<br />I
<br />' ALTERNATE LOUINXFI
<br />ON LPE SAFETY PANEL -
<br />-AREALIFE SAFETY P�_-- LOCATION LIFE NOTE MELON)
<br />RE�GIn
<br />PANES WSWET A
<br />"-------------- _'__-_.____.-._-_ .a. W/O REGULAR TRACKS (S9 NOTE ¢1 �••
<br />r_
<br />CONCRETE ANCHORS .... /l. ! :.i >�. BELOW) a LAST PANE. (1) TO RE INSTALLED AS
<br />% T
<br />(SSE SCHEDIA.E ON - IDGE 6 LIFE SAFETY STORM PAINM OPENING Sink
<br />SHEET 14) POURED CONCRETE I !) OPTION F R S NMA1E ROi
<br />1
<br />Cast. COMM / p.,•...i j m BE INSTALLED OR REMOVED FROM INSIDE
<br />IE ANCNOR.4 5 �
<br />(SEE N `
<br />"9WRT 1vxu
<br />'----E'a ELEVATION
<br />WALL MOUNTING INVALLA119H WALL AND FLOOR MOUNTING INSTAL I ATION SCALE 3/32--t•
<br />- SECTION 1 SCALE: 3/6" - I" - SECTION 2 SCALE: 3/5' - I' /4 . �0- T + 1 &
<br />NDTFa GRM�tF C4KFTY ST+'+aM PANPI SYSTEM INST L IAy IHSH :
<br />.. w.+. x
<br />1. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) t
<br />OR AS AN INTERIOR PANEL (ANY PANEL LOCATION IN BETWEEN END PAR7EIS). 8 US t PMftt, g tµ� � NICK
<br />LIFE SAFETY PANELS MAY OR MAY #E
<br />NOT BE INSTALLED ADJACENT TO REOLALXR PANELS ATi)
<br />(W/ OR W/O REGULAR TRACKS.) E NOTE
<br />2. UFE SAFETY S1 PANEL CONSISTS OF 0.039' GALVANIZED STEEL STORM PANEL AS. SECTION B-B
<br />PER COMPONENT . SHEET 2 OF DRAWING. SCALE 3/32--1•
<br />THts PANEL ALLDVP- ITSELF TO BE REMOVED OR INSTALLED FROM THE XNSIDE OF
<br />STRUCTURE.
<br />3. UFE SAFETY P REOUIRE6 TOP TRACK TO BE COMPONENT 90Ti0N TRACK TO Y`AidNHHITiII/�AA�A
<br />COMPON VENT& BE INSTALLED WALL OR THISDRAWING.
<br />OUNTED FOLLOWING SECTIONS I &
<br />�:•`,��p'P;••••`•i'T�9�YA4p
<br />2 ON THIS SHEET, AS WELL AS DETAINS 1 & 2 ON SHEET 14, =�• ti�GENSF'''... s„
<br />FLORIDA BUILDING CODE (High VelocityHurricane Zone
<br />4. Min. LENGTH FOR COMPONENTtS 73". -
<br />M- ANCHOR SPACING FOR COMPONENT ANCHORAGE AT BOTTOM IS GIVEN ON i ocIc i.Mm INK' 20 GAGE GALVANIZED STEEL STORM PANEL
<br />SCHEDULES #
<br />& SKEET 14' oRurN
<br />COMPONENT ® 2, MAY BE PERMANENT OR REMOVABLE.
<br />SEE DETAILS FOR INSTALLATION INTO wooD FRAME BUILDINGS ON SHEET 15. q� pp ' iL E i+O Ne. GLOBAL PROTECTION PRODUCTS, U.C. a7�OGE
<br />` I 41EDD SW_ 51 smEST
<br />B SEE SHEET 4 FOR [RETAIL APPLICABLE lY'/ THE NECESSITY FOR THE INSTALLATION OF A,"C`- TR3JT & ANY OWE. EL ]SSH
<br />SPACERS A7 TRACKS tN44TALLEO ADJACENT AND BEYOND TO STUCCO/WOODNw SNn:SE.,M 7K IAAsr INeoa. w uIw rvfOa: (26H}BeB-7S4a. SAX: (854-e7/7 2f1-t 76
<br />RANDS. AAA!/,s aN Hy„ P.�. , G90) FN_,EEB . F. , WpAI .X,_EAE _
<br />PC SFALYSNANTPBElTA7E CA-m04714 4a •,' YAo-x W &I..-nr f&AWNO Na
<br />WANNER A iBlli JET., Pt H4I XT"t'u e _
<br />SWOET 13 Ora
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING AND CORRESPONDING
<br />MAXIMUM PANEL LENM "L" SCHEDULE
<br />I'LlIn NNY FnQ fEAAPLI h.t'a INSTMIATATMS - PFa 4xT5VNc , TNWP, III Rut euKFTa A A A R1
<br />pMAOMW ASA
<br />RATIO iP+tJ
<br />Mw. P LLNOfN
<br />(SAL ft.
<br />TO CJR
<br />WNd1gN
<br />+55A -no
<br />7-r OR LESS
<br />2 1/4•
<br />UNBp13ED
<br />i YHOU 5 & 7
<br />+555. -72M
<br />»'-S' TO e-8" Me
<br />2314.
<br />UNBOLTED
<br />1 T IK, 5 & 7
<br />t85.0. -720
<br />18'-r m 11'-2" Mm..
<br />2 t/2-
<br />' im
<br />+438. -4&D
<br />12'-4*OR LESS
<br />a 1P2`
<br />`+ �0f IL
<br />a 9 & 10.
<br />- BOLTED R/ 1/4'0-2W' SA U.S & 1U TUT AT VIEW & w LDICIN OF PAND.
<br />(VALID ONLY FOR PANELS nI h, 6A}RNSTALLATONS AS PER SECTIONS 1 7WRU 7. INI SHEFTS 4 A 51
<br />MAXWM DSO.
<br />DESIGN
<br />PRESSURE
<br />RAT"
<br />W MUM M 04M SPICNO FOR Ea - J 1/2' -
<br />APPLICABLE To
<br />SECitONS F &
<br />OF THUTiON
<br />LENGTH E PANEL
<br />LfiICIH `L' (it)
<br />TAP"
<br />CIF TM -GRIP
<br />CNA-N
<br />pm4L ,E FEMNY C
<br />PARIEUM E PLUS
<br />70 CONCREi
<br />CONCRETE
<br />10 NW�EIE
<br />C
<br />TO CONCRETE
<br />m CMdEIE
<br />TO
<br />TO COCmum
<br />To
<br />d'
<br />N/A
<br />WA
<br />N/A
<br />r
<br />H/A
<br />r
<br />WA
<br />O•
<br />WA
<br />I MP)
<br />B•
<br />r
<br />N/A
<br />WA
<br />e
<br />r
<br />5'
<br />e
<br />r
<br />r
<br />t founw)
<br />S•
<br />N/A
<br />WA
<br />WA
<br />d•
<br />N/A
<br />IT,
<br />N/A
<br />d'
<br />N/A
<br />2 (w)
<br />r
<br />WA
<br />N/A
<br />N/A
<br />It.
<br />WA
<br />r
<br />N/A
<br />r
<br />N/A
<br />2 (0OITCkQ
<br />+55.5 -no
<br />r
<br />WA
<br />N/A
<br />WA
<br />B•
<br />WA
<br />IT.
<br />N/A
<br />d`
<br />WA
<br />3 & 4 (TOP)
<br />m.
<br />7'-S• OR LESS
<br />OR LESS
<br />r
<br />5'
<br />NIA
<br />N/A
<br />d'
<br />r
<br />r
<br />r
<br />J (•otteAQ
<br />S.
<br />NIA
<br />WA
<br />N/A
<br />r
<br />N/A
<br />6'
<br />N/A
<br />6'
<br />N/A
<br />7 CTOP)
<br />N/A
<br />H/A
<br />r
<br />B•
<br />6'
<br />S'
<br />r
<br />r
<br />4 & 7 (0011
<br />MIA
<br />N/A
<br />t2 if2"
<br />8 i/4'
<br />12 tJ2"
<br />8 1/4-
<br />a 1/4'
<br />a 1/4' 1
<br />6 1/4'
<br />B 1/4`
<br />S L"RplBOTNw)
<br />SEE SHEETS 10 k it FOR ANCHORS TYPE & SPK,NO FOR NS.IALIAIONS INTO WOOD FRAMEMINIMUM ANCHOR %WSW AND MINIMUM 64Yd01NG.
<br />THAN RPAOTHIS SCHICA&L IN CO.
<br />�LI ER"E ANCHOR SPACM BYMI YO6SPACNG S OSGW�
<br />TIE FOLLOWING FACTOR: FOR THIS OPEN1TION 10 BE PO { DEDUCED S±VINO DSIAMEO USING FACTOR
<br />SlWL NOT BE LESS TWIN MNRNIM SPACNO NWAT00 FOR 0111 ANCHOR TYPE AT AWFgpS UTOENO
<br />MOB IYFE
<br />i/4't
<br />1/4A
<br />1/4'N
<br />i/4'.
<br />ij4L
<br />1/4`Y
<br />TNCeII
<br />61M-CIA
<br />OYIt-N
<br />1aA-!gt
<br />le. wets B Namw1 0.)
<br />3
<br />3
<br />3
<br />3
<br />2 7R
<br />J
<br />M@,ApYNNa O'wsM, (IRa
<br />3
<br />3
<br />3
<br />3
<br />en,r3 cwa, O44 04
<br />3
<br />3
<br />3,12
<br />3 ,/2
<br />3 1/_
<br />AaISL CA !Si WIM
<br />mwm
<br />I,
<br />3•
<br />IOW
<br />lm
<br />tA6
<br />.N
<br />3I.'
<br />LAB
<br />'m
<br />X-0O
<br />1/4 M LONG BaAssBIMeGW/ 1NSTAL,A1I9N
<br />u' M.S. e e v4•
<br />TOM
<br />DETAI(,� F0$ REGULAR PANELS(j)
<br />$t {1�
<br />6O.C.1 4,
<br />RAVEL Low B 1/C 0.a.
<br />m-e
<br />INTO
<br />EXISTING WOOD SIRUCTURES
<br />7
<br />k
<br />OTHER T
<br />MR iF@TN5 UP m d'-r Nu.. OR h4-lG
<br />.
<br />PANE iFIT D ONMN RLU5 e
<br />' 0BAW
<br />12 , 2' • N�HB+DIEa , � ui Tw
<br />1 ` t
<br />pC, 1y9
<br />EIw11I. wOfO HWaOFh
<br />j
<br />I 1
<br />A
<br />1
<br />d
<br />t ?IP '
<br />}f
<br />4 Mbm'; 'iV/{ J(dp'�Y�3/
<br />1 IAl1 eB':OG
<br />h
<br />k
<br />EQ
<br />E t
<br />lu
<br />W-W=
<br />1
<br />ff
<br />1[E'
<br />EON_
<br />4
<br />E0r i
<br />FA
<br />EQ
<br />f
<br />1
<br />(
<br />1
<br />I
<br />REMARID
<br />.Dam!
<br />WBaS irAOFR
<br />wow wjw
<br />REDUM
<br />IALTERNATIVE
<br />J111
<br />i W
<br />ALTERNATIVE 2W
<br />SCALE 3/8=i'
<br />SCALE
<br />SEE
<br />I
<br />1
<br />1
<br />1
<br />t
<br />SEE SCNEDOE O/ SMET e 1
<br />(-- F� o -
<br />ON SHik-T eB
<br />f "ASFOR M,
<br />ON
<br />OLASB.
<br />�j
<br />1 I
<br />f
<br />t
<br />OAMMtAiY`N
<br />N1NO. NU7
<br />I EYOK LTUu i•
<br />Eke a
<br />E;D
<br />ED
<br />I
<br />1 .�.-..�_
<br />EO �`�
<br />Ea 1
<br />t'O
<br />L. t
<br />I E'DI�
<br />I _
<br />EO
<br />_ C'
<br />~
<br />i 2'
<br />r i
<br />'=
<br />�yLglg
<br />EC �'
<br />, �I
<br />'
<br />I
<br />b
<br />>(
<br />1/4' 4 x S/r IONS JI. 0 1/4' O.C.
<br />WI ,PANEL SS Ma. e E
<br />t` i i '
<br />N,f Abbtl]2"
<br />:•\'A` I4
<br />e}�
<br />�I i
<br />LEM20dONS ' AN
<br />FOR weal 12IAnR w m s-o• AND d
<br />l i ,
<br />Ym i Not •rat
<br />4
<br />i I
<br />1/4` D.G. MR L04THS U P m r-r M_
<br />f
<br />1
<br />-MUMMYrr ! �
<br />u
<br />oe (14-10 PNNELMA E FEVA E to OR
<br />PNELMRE PUTS a 12 TIr a a WITH i
<br />i^ L+"1 ,Ii
<br />4
<br />y' I/4Y 3AO AYAYB i r OG W/
<br />=, ,n'THNIFADEO PE R AMp O
<br />AMRNATiVE 3W
<br />ALTERNATIVE 4W
<br />THREADED PENETRATION A
<br />SNONIOIN aF EOSTYO ROOD PI/FTE NI1R
<br />rxtP'y
<br />• MI&IORN OF P3NE
<br />SCALE 3/8-1'
<br />SCALE 3/8-1-
<br />t
<br />AL lENTM9 UP 10 r-r Meo
<br />�PLATE I'I'
<br />tMME
<br />nfp�M+-E��A,
<br />a[l�i�J
<br />f AT,nAA _
<br />NOTE :-SLNUfTBt TRAGIC NOT $NOON CLARITY
<br />SCALE 3/8-1-
<br />SCALE
<br />SCALE
<br />Ni1tN/NN
<br />1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />Q`" •`"�AEN14L '�'•
<br />•"•'+
<br />UP TO +55.5,. -72.0
<br />PSF AND PANEL'S LENGTH UP TO 8'.-8".
<br />'• '+ s
<br />FLORIDA
<br />BUILDING CODE (NIGH VWjOcNyY Nu
<br />done Zone.
<br />2. FOR NEW WOOD FRAME
<br />CONSTRUCTION: WOOD MEMBERS. TO BE SOUTHERN
<br />02M ie�0` NC.
<br />PA'
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />: jF
<br />140.rmu;�
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />ORO" ft
<br />N C3D11$1 NATION
<br />SE TIONS
<br />ST
<br />'0'
<br />/t��`
<br />' Lw. O tNs,
<br />GLOBAL PROTECTION PRODUCTS, LIC.
<br />TAIT,TOP
<br />�'"�. ''•.
<br />ULAi T[e64N & ElM30N£RM0 N,tlIT.
<br />S 14
<br />4eCAME, n-
<br />& BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />''g, FS • •'
<br />S/ 'A
<br />TN,,.. SfEn 4 >r SEA LAMA a1wLA n n'w
<br />[>eN AYI_*ga h YIP-IfiX
<br />-
<br />W-71 FAX:
<br />Clove (Bw)rLN-TOSS FAx: (sdt)adA-e727
<br />20-176
<br />INSTALLATION.
<br />Y
<br />FlllM Nf1111 F. SFJ1/9OUTLFEICAIE
<br />. r t3PN
<br />WMMOA. tttlTt,4„ PZ_
<br />« -
<br />Orr�a Na
<br />K,
<br />A4if „ OF m
<br />SIDS a
<br />C
<br />TO 2HOLD
<br />s)
<br />9OR
<br />OR DIRECT
<br />+ii ..-'•,l+�i\. a. , .mil 11�' i-. , •+ � e.
<br />...9". E (•) �, I.1 .!:NI .,. 3".' ! ILA
<br />2L.�-•1�
<br />Tt/2. O. C.)
<br />TQ HOLD PANEL
<br />AX M.- (CJSE 1)
<br />3' Min, C.A4E Ij
<br />MAXIMUMASA.
<br />PRE
<br />RAtNG t
<br />TAPCON
<br />O tMlw
<br />dO-N
<br />PANE AKIE F£MYE O
<br />PMEU AE PLUS
<br />TICKS , k
<br />OY,eINATDM
<br />OF THEM
<br />EMAIMVM PNEL
<br />LEIOIlN 'L' (R.}
<br />_
<br />m
<br />-
<br />IF -�
<br />taH:RErE
<br />BLaCIL
<br />m
<br />C41/CRETE
<br />CONCRETE
<br />BLOCK
<br />m
<br />CONC0.E7E
<br />CONTO CRETE
<br />BLOCKCONCRETE
<br />TD
<br />B
<br />BOCK
<br />m
<br />BPDCO
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />r
<br />N/A
<br />8'
<br />N/A
<br />1 & 2 (TOP)
<br />=.U. -740
<br />9'
<br />7'
<br />B'
<br />8'
<br />9'
<br />9"
<br />r
<br />B•
<br />8'
<br />P.
<br />1 (BOTTOM)
<br />5'-0' OR LESS
<br />6"
<br />N/A
<br />N/A
<br />N/A
<br />5"
<br />NIA
<br />r
<br />N/A
<br />S"
<br />N/A
<br />1 & 2 (TOP)
<br />+55.0 -72.0
<br />9'
<br />S"
<br />9'
<br />6'
<br />9"
<br />7 tI2'
<br />8'
<br />9"
<br />9•.
<br />9"
<br />1 (BOTTOM)
<br />5'-O' TO 7"-6'
<br />+55.4 -72.0
<br />$'
<br />NIA
<br />NIA
<br />N/A
<br />6'
<br />NIA
<br />6'
<br />N/A
<br />r.
<br />N/A
<br />i & 2 (TIP)
<br />7'-6' TO r-r
<br />9•
<br />4'
<br />r
<br />6"
<br />9,
<br />6•
<br />r
<br />6"
<br />V
<br />6'
<br />1 (815TTOM)
<br />MAXIMUM DSO.
<br />DESIGN
<br />PRESSURE
<br />RANGCOMPREIE
<br />1 (SNO a SJr 1&. FCC/ TOP O NAA4
<br />UY a (SRO & 3' MN. N2AH TOP OFANOtt)
<br />APPUGBLE TO
<br />SECTIONS II &
<br />INTIO
<br />OF
<br />MMMUM PANEL
<br />LENGTH 'L' 00
<br />T I -
<br />TAPMN_
<br />CONCRETE
<br />+492 -SL5
<br />r 3^
<br />4 1/2' 4 1/2'
<br />2 (BOTTOM)
<br />T-8' OR LESS
<br />45" -66,0
<br />3 3'
<br />4' _ 4'
<br />2 (BOTTOM)
<br />7'-6' OR LESS
<br />+SS.D -72.0
<br />2 1/2-2 1/2`
<br />4' I 3 ,/2"
<br />2 (BOTTOM)
<br />7'-0' OR LESS
<br />+55.0 -72.0
<br />2 1/2'
<br />2 (BOTTOM}
<br />7'-6' TO
<br />+55.0 -72A
<br />N/A N/A
<br />1 3' 3`
<br />1 2 (BOTTOM)
<br />ALTERNATE
<br />LOCATION
<br />AT END PANEL
<br />O
<br />1/4• I I`I SEE ICI SEE INTERIOR PANEL -END PANEL
<br />Max. ANCHOR Mo . ANCHOR
<br />I SPACING SPACING
<br />'-3" Ulm ^•--'---»
<br />SCALE: 3/Ir - 1• - _
<br />MAXIMUM A S D DESIGN PR E UJINC (R.s f ) AN12 C RRESPONDING
<br />MAXIMUM PANEL LENGTH "L" SCHEDULE
<br />UaLICABLE ONLY TO MCDONS I & 2 INDICATED FOR LIM W= =BM PANEL
<br />'SYSTFY ON, eNFET t
<br />ANXI,YA ASA BESWN
<br />Ma PA74 LTMBTN
<br />EvawA
<br />t: fE)
<br />MVMW 9F.PARI,OEI
<br />PANG
<br />(P+I.I
<br />(DIE KCT01e7
<br />w VAN,
<br />1XNBIION
<br />.ma -TIIO
<br />r-I
<br />2 3!+'
<br />LaeBum
<br />SAE SHEET 16 FOR ANCHORS TYPE & SPACNS RIFT N.SPURGdi6 INTO WOOD FRAME SULONa
<br />MNMELW ANCHOR WACNIfA'i MO MINIMUM TOM DISTANCE ARE NOrAUD ON THIS MULE. FOR
<br />ED. LM THAN NOCATED ON SCHEME REDUCE ANCHOR SPACM BY EALTIPLTIIO VAONO
<br />SHOWN ON !CEaOULE Of THE FOLCONNG FACTORS, FOR THIS MLRATI N TO BE POSSIBLE
<br />RMW SPACING OBTAINED USNO FATTOR SIVKL. NOT BE LESS THAN MINIMUM SPACRO
<br />INDICATED FOR DAOP ANCHOR TYPE AT ANCHORS 1.00143,
<br />ARM TfK
<br />1/4'
<br />1/44
<br />1/4'P
<br />L!`<1.
<br />1ro1
<br />Tr66N
<br />Pr 11W-COW
<br />auE1-u
<br />Lie, AMSA1 VM*4 O.)
<br />3
<br />3
<br />3
<br />3
<br />41RfilElWtl
<br />3
<br />3
<br />3
<br />RLLAA.I BMA&.)
<br />a
<br />S
<br />31,12
<br />31l2
<br />4
<br />AORFL:EO• � Di01Rq
<br />IIIL'IDPI
<br />3•
<br />tm
<br />Im
<br />-
<br />im
<br />.N
<br />MAXIMUM
<br />MAXIMUM ANCDIR SPACING, FOR FA.. 3 1/2`
<br />A.9A DESIGN
<br />TAPCON
<br />OF TAP -GRIP
<br />Oµ)K-N
<br />PAMELMIRE FEMALE D
<br />PM8Au1E PLUS
<br />SOW SET
<br />SECTIONS
<br />}TION
<br />MAXIMUM1 ANEL
<br />PRESSURE
<br />RATING
<br />TO OOCRETE
<br />m
<br />C7NCA -,E
<br />BLOCK
<br />m CONCRETE
<br />m
<br />CONCRETE
<br />BLOCK
<br />TO CONCRETE
<br />m
<br />h
<br />BLOCK
<br />TO CONICREfE
<br />TO
<br />CONCRETE
<br />BLOCK
<br />TO CONCRETE
<br />m
<br />CONCRETE
<br />BLOCK
<br />TO CONCRETE
<br />TO
<br />C wRETE
<br />BUCK
<br />A
<br />OF THEM
<br />I
<br />$'
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />r
<br />N/A
<br />6"
<br />N/A
<br />N/A
<br />NIA
<br />1 (TOP)
<br />6'
<br />4'
<br />N/A
<br />N/A
<br />8"
<br />6'
<br />8'
<br />r
<br />6'
<br />8"
<br />N/A
<br />NIA
<br />1 (BOTTOM)
<br />6"
<br />N/A
<br />N/A
<br />N/A
<br />ii"
<br />NIA
<br />6'
<br />N/A
<br />e'
<br />N/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />8•
<br />N/A
<br />W/A
<br />NIA
<br />I 6'
<br />N/A
<br />5'
<br />N/A
<br />5'
<br />N/A
<br />N/A
<br />N/A
<br />2 (BOTTOM)
<br />55.5. -72.0
<br />6"
<br />N/A
<br />N/A
<br />N/A
<br />6.
<br />N/A
<br />-6".
<br />6-
<br />N/A
<br />6
<br />N/A
<br />N/A.
<br />N/A
<br />3 & 4 (TOP)
<br />!7'-5' TO W-8'
<br />OR LESS
<br />4'
<br />N/A
<br />N/A
<br />V,
<br />6"
<br />6'
<br />6'
<br />6'
<br />N/A
<br />N/A
<br />3 (BOTTOM)..
<br />N/A
<br />N/A
<br />N/A
<br />8'
<br />NJA
<br />B
<br />N/A
<br />8'
<br />N/A
<br />N/A
<br />N/A
<br />7 (TOP)
<br />rNW/A
<br />4'
<br />N/A
<br />NJA
<br />6•6"'''6"NIA
<br />N/A
<br />4 & 7 (BOTTOM)
<br />N/A
<br />12 1/2'
<br />8 1/4'
<br />12 1/2'
<br />6 1/4-
<br />0 1/4'
<br />6 1/4-
<br />6 1/4-
<br />6 1/4'
<br />NIA
<br />N/A
<br />15 (TOP/BOTTOM)
<br />50.0. -53.3
<br />N/A
<br />N/A
<br />1 12 1/2'
<br />6 1/4`
<br />1 12 1/2'
<br />a 1/4'
<br />6 1/4`
<br />1 6 1/4'
<br />6 1/4'
<br />6 1/4'
<br />N/A
<br />N/A
<br />6 (TOP/BOITOM)
<br />8'-r TO 11'-2'
<br />55.0. -72.0
<br />N/A
<br />N/A
<br />6 1/4•
<br />N/A
<br />6 1/4-
<br />NIA
<br />6 Ile
<br />1 6 1/4"
<br />6 1/4-
<br />6 #/4'
<br />NJA
<br />N/A
<br />6 (TOP/SOTTOM)
<br />8'-$' TO it'-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 1/4'
<br />6 1/4'
<br />8. 9. 10 (TOP)
<br />43A -4&0
<br />6°
<br />4"
<br />NIA
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6•
<br />6'
<br />6 1/4'
<br />6 1/4'
<br />8 (BOTTOM)
<br />12'-4'
<br />OR I=
<br />6'
<br />4'
<br />N/A
<br />N/A
<br />N/A
<br />NJA
<br />NIA
<br />N/A
<br />B'
<br />6'
<br />6 1J4'
<br />6 1/4"
<br />9 (BOTTOM)
<br />OR LESS
<br />N/A
<br />N/A
<br />N/A
<br />I N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6 1/4"
<br />6 1/4'
<br />6 Ij4"
<br />6 lI4`
<br />TO (BOTTOM)
<br />SEE SHFE13 10. 11 AND 12 FOR ANCHORS TYPE & SANCM FOR WAUA706 INTO HOOD FRAME BUILDIML
<br />MINIMUM ANCHOR SPACINGS AND MOO" EDLR. OWANLE ARE INDICAtm ON THIS SCHEDULE, FOR ED. HE'S
<br />THAN INDICATED ON SOaDUAE REDUCE ANCHOR SPOONS BY MULTIPLYING SPACING SHOWN ON SOHEOMLE BY
<br />THE FO MMO FACTORS. FOR THIS OPERATM 70 SE POSE REDUCED SPACING OBTAINED USING FACTOR
<br />SHNU. NOT BE LESS THIN MOO" SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS L.EOEHO.
<br />ANCHM iR
<br />Ile.
<br />1 1/4.
<br />1/4'Y
<br />t/41
<br />1/4'R
<br />1/4'A
<br />TAPIAN
<br />Hi TAP-Glr
<br />,EMUZ O
<br />Pun
<br />DMIf-N
<br />SOUS_ T
<br />Yh .wIC110R 9PAYEO fin)
<br />3
<br />3
<br />3
<br />S
<br />2 1/2
<br />- -
<br />4&,a,,,
<br />4iE1N41, Da}
<br />3
<br />3
<br />3
<br />3
<br />3
<br />3 1/2
<br />t1AMR)
<br />1Lv.M TEAM N1n)
<br />3
<br />3
<br />3 ,/'1
<br />3 1/2
<br />4
<br />A311BL M 410K
<br />T7t8p11tO
<br />F At
<br />7 0 R
<br />2 I
<br />3•
<br />,m
<br />tm
<br />-
<br />tm
<br />.eT
<br />-
<br />INSTALLADON_MAjL$ FOR REGULAR PANEUCD A
<br />INTO EXISTING WOOD STRUCTURES
<br />b l` 4k"ll
<br />,j ,4-30 PANELMAIE PLUG14-10 PANF3ANTE PLUS y,.�14-10 PANELMATE PLUS
<br />' 6 t//4" O.C. W/ 1 7j$'PENETRATION TO I 1TiREAODO PE'NETNARON TO W000 EXISTING WOOD HEADER EXISTNG WOOD HEADER RE0U7 f EXISTING WOOD HEADER
<br />� •t ' t �•� I ; 27,{ d i!4• GC.WOOD HEADER i = WOOD HEADER '� '
<br />xt�ruREe - 1 / w V REOIRED I wj`
<br />SEE SOel%AE ON SEE SaEDOE ON SE: BCEdAE O W
<br />SHEEN a 91E£T e ( ' 4 SHEEP 0
<br />ITN Im OIJS$. i181 : ! FOR Mn. SEPMNTON '
<br />�y,(1 Ta OAS:. _ C.._.-
<br />�- M.. PANEL LENGTH -__ -_ j-. !.- MIt PANE. LENGTH -_ .1 - M_ PANEL LENGTH
<br />,n1r-2I51r s, (SEE NOTE 1) ,14Y-Pwtr s.F. ' (SEE NOTE i) ,!. aBX,• S.3 (SEE NOTE 1)
<br />3w/syyx! MA wlVINK, NUT
<br />7ro'A : 3M/s w! 7fr.
<br />e [VEXi OVERLAPe3 EVERY OAOIAP 13r KINGi
<br />I
<br />I 1
<br />i 5 I 50,L s i 10
<br />i71'
<br />I OFF i i OF Y
<br />1MAX
<br />t i
<br />t
<br />/rw.3 R
<br />LIDO ° • m. `' a 12 t Jz ac. j e0. Pam' i 1 K
<br />4'J LAG SCREWS a--.-
<br />6' D.C. W/I 1/2`
<br />2'x4' WOW _PLATE UK THREAM
<br />REI 1. _ ,4-10 PAIEtANTE r>t.PLO2• - ` i) I �f 2 ` -`- 'I i PENETRATION AT
<br />WIRED I �. 1� - ` I( d , a• D.C. W/ 1 7/6' R£CUBRED 1 i �!E? .' f NT L! ,I +�; MOINDTH OF PLATE
<br />LAG SCREWS a
<br />,ry I I 1 ti MID WIDTH OF PLATEC.
<br />STA6GERE0 w
<br />1 I I Rl. e STW W'/ 1 1f2• wH/
<br />I 71NEAL1E0 PENEfRAtM#N jt I
<br />AT MIOWDTH OF PATE .y
<br />SCALE 3/9-1'
<br />SCALE 3/6-1" - SCALE 3/8-1-
<br />MDIES:
<br />t. INSTALLATIONS FOR ALTERNATIVES $W. SW & 10W ONLY VALID FOR �Np11L111LINNAA
<br />BANEI.WS WITH &S.D. DESIGN LEADS UP TD +43.8, -480 p.s.f. AND pL: T/L(/lA
<br />P,.grp4"
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN Q�V' ENS ✓S +4
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0,55 OR EQUAL. N)BF t ••'' FLORIDA BUILDING CODE NI h VelocityNo cone Zone
<br />NOTE ProR COMB)NXTNkI R)F ?gI'r;7'RIHfi - N0• 416 • 1`TM. Ns. 20 GAGE GALVANIZED STEEL STORM PANEL am"F.PW,
<br />TO &BOTTOM MOUNTINGS CAN BE * _
<br />COMBINED IN ANY WAY TO SUIT ANY 5 TE GLOBAL PROTECTION PRODUCTS, LLC. 07P
<br />INSTAUATION. F( RIOa,%�. IL G C O 1 Ne. Se[D sse. 57 SIEEET
<br />f%{: '•. t .3 ti111 1E-'i,b16 & ESKR__ AIAY 9U4'.FL-SJ314 -176
<br />bAFR ss' NA1111 `� S1I.L/BONATERE/M1E w.-'m__0006 C GbF).N�~"1 " P yE ' -75/5. PAB {9k D7 2gpNA* ffIX
<br />IfALTETR A TRIJf Jf., P.E - - SIE[T 1P W 20
<br />I
<br />INSTALLA110N DETAILS
<br />FOR OPTION j 1 FOR LIFE
<br />SAFE STORM PANEL
<br />SYSTEM
<br />'!''"'� d * r ate'"!
<br />INTO EXISTING WOOD SjRl,1CTURES
<br />t 7/2 MNIi 1tNEADED P7DETAAOH
<br />1 TO E7Pf5iIiG wc,lm NaAOER
<br />j
<br />`•1
<br />I
<br />t
<br />4
<br />i
<br />ED
<br />I
<br />}
<br />E�
<br />OR
<br />EDDP�
<br />I
<br />I jY'-
<br />AMaD
<br />,I
<br />I
<br />hf8'YNS.fsYt�' Ei
<br />e Tz 1Jr Oa $
<br />NATIVE I
<br />ALIERNAIIVE 2
<br />1 1/r 4N�.
<br />1J4YWxt' MAGtW�E
<br />TO WeW 2 t/2- O7X
<br />SCE scm�w=
<br />ON SHUT 14
<br />10 CLAM
<br />i
<br />EO
<br />EO
<br />ji
<br />..
<br />I
<br />L_
<br />�II
<br />MOO PLATE
<br />RFOURFO
<br />f._
<br />Rw Ear
<br />w1 y
<br />$ Cam'
<br />ALTERNATIVE 3 ALTERNATIVE
<br />4
<br />1!4`0 4M5 SCREWS e r a.G W! 9 1l2•.
<br />1
<br />lKwAom PENLT. TIN OR
<br />,l.,111 11a90!
<br />¢MTMF.swd
<br />AdLYf5,NMRW
<br />EiSpsWORALTEkMIIVEE
<br />IX-20 +vAeE -
<br />WOOD FRAME CONDITIONS
<br />& ANCHOR LOCATIONS
<br />PMIDJ TE PLUS e r OA W 1. 1/r le.
<br />O THREA PEEOTRATON 70 wow
<br />IX• 6
<br />S3/&• - I,
<br />PLATE
<br />ROLE : SHUTTER TRACKS NOT SHOWN fOR CLAIOY
<br />Im
<br />WALL
<br />MOUNTING INSTALLATION""
<br />T1
<br />ALTERNATIVE
<br />1 W
<br />SCALE 3/e• - I•
<br />31&�S•.• �(',ENSF�
<br />V
<br />7 z
<br />�•
<br />FLORIDA BUILDING CODE (HIGH Velocity Hu can* Zone)
<br />BOOM
<br />* '¢ 1
<br />azSxB T`tEC4. "t
<br />20 GAGE GALVANSTEEL STORM PANEL
<br />IZED
<br />; 9F
<br />1. INSTALLATIONS ARE ONLY YAW FOR SUK_DNES WRH A&O. DESIGN L01DS IM TO
<br />+55.5. -72,0 PW AM PAEVS L04TH UP m 8'-8'.
<br />4 •. Sj OF ALN
<br />9 ••.. Nr�, R10 - •-s"".:.�
<br />_
<br />1 L E C O
<br />LOBAR PROTECTION PRODUCTS, ".
<br />07/25/2070
<br />DAM.
<br />2. MR NEW WOOD FW,ME CONS7RUCnom woo0 MEMBERS m BE SDP1INEN
<br />PRE N. i. WP SPEL'R1C oEND, OF Olie OR EQUAL-
<br />iA'4A(`n •.....• � � L,..-
<br />%F S' Ai• Gt 3
<br />AMAAIlMII
<br />INC.
<br />& Ew7NEENNo coM ANY
<br />4m S.W. 5151r
<br />DAAfE 1ti. 33I14
<br />2G-176
<br />T1111NN``
<br />YNi wqs &_ Ne 11f. V,M.,I. ENOHI, K b3EM
<br />PlHN@ fISIMS-7546. FAR: (/54MdB-rX97
<br />�
<br />pi. SEAL/SOIM7U1rJ(N1E
<br />rA-0o0e7/G
<br />WM.TDI A iD1J! Jt. PZ
<br />.w+ax aR AN.r. MvrN+
<br />41R a, A am
<br />WECY IS or ffi
<br />-F--A
<br />N
<br />N
<br />L
<br />W
<br />U
<br />N
<br />N
<br />0
<br />O
<br />O
<br />�
<br />Cu
<br />O
<br />O
<br />C
<br />0
<br />Q
<br />O
<br />ICU
<br />0
<br />O
<br />E
<br />LL
<br />O
<br />CU
<br />.w
<br />U)
<br />-0
<br />W
<br />Cn
<br />L_
<br />O
<br />(]�
<br />O
<br />L
<br />`C^U
<br />Q
<br />W
<br />J
<br />Cn
<br />OF 0 l O
<br />Q J
<br />Cc L.
<br />6 clo
<br />C: .,
<br />N
<br />15 1
<br />�a ® W
<br />__� _:f _ - - - T.
<br />SHEET NO.
<br />SH 1.1
<br />
|