|
ME M ma�"4 '' 3 "
<br />OMOwME AA>WB
<br />(Q easESAt ON
<br />I
<br />I
<br />I
<br />1
<br />i e•9c ,
<br />1
<br />,
<br />1
<br />1
<br />r�
<br />WALL AND FLOOR MOUNTING INSTALLATION FOR ME .7
<br />-0 P"'a
<br />SPLIT PANELS 7
<br />,X.RDE,6 AK,oIW as sHImAE a
<br />yes ,el--r�T�
<br />1 MG.. •\ 2' II. - S (I,P TpNP . 9ol,on 6 c - I "�` Ilia 'irT,oNl
<br />,aAYOH
<br />MALYN
<br />I I i � Y♦ 1' t' - ,; e// w6, .
<br />1'- -ems) a/+r• ,rNYN r.
<br />I ) ma v ,rAl � ® 6Y re'ronNc,o; •H,P C y,r• TAN'-0N >L
<br />I 1 r i• _--__••_� , mIKIpE a rlw, " cum W : 1/4'
<br />I t 4 1/LD.
<br />I I SCNE' 1/.4 rT�-11 / t♦ 1 1 I 1
<br />�1 '
<br />1 rNu 45•-a' Na FNai • '
<br />-�ME Arn,NG S ®a t �`�-�'♦ x.RY, • (9t soaE d A! aYn1 •♦
<br />emr IMF • e r..wa 1se
<br />k w01 wnrOP ,I�i - ' COX 2
<br />- IOD-M A,Lar
<br />w,mfA2 a INNS man -
<br />I
<br />J1/4• I
<br />Ma. 2�5/,el rscv.
<br />one
<br />1.
<br />I ; W .eel A , -np NA W/,�iReT. MIT. , _ 1. /.l it i_��(.1- 11- iT i i _�Ifl
<br />...IT
<br />2
<br />' 2w.,t/'i ai _MIN
<br />(MOO-n •LAY) 2,
<br />I S� 2 k M Y 3 (I,P. NIP a P -.0 1 11 - ,AAMON M` (!II IMAIION i
<br />I---L. --- `\
<br />�eTlON SECTION Y-Y .L SPLIT STORM PANEL_ ELEVATION
<br />1 11 SCALE 1/4'-1• DETA 2 SCALE 1/4'-,• pr Nwerq SCALE I/r_1•
<br />SALE EN J[LAOM�i
<br />O,�L InaR'APo
<br />1 • ..1-'.2 MULLION SCHEDULE
<br />R,kER . • N
<br />,. A•.
<br />• L�iP'� +�.GFOX I"5=0h.o5'D"i r °E MINI
<br />SECTION 1 ro siDf�i�i's`LEND�NE q°°rtE0
<br />SCALE 3/6-1•
<br />NOTE: MULUGN CAN ALSO OR INSTALLED W/O STORM PANELS ON TOP
<br />OR BOTTOM 30 TINT IT 19 LOCATED AT 70P OR BOTTOM OF OPENRC.
<br />(ONE PANEL OPENING W/ TINE TOP a BOTTOM)
<br />INLSTALLATION -ALTERNATIVE 1 W
<br />SCAB Ile - r
<br />MOA LMLUON
<br />REQUIRED I/in.
<br />SPAN (FL)
<br />TUBE MULLION -
<br />e 4'-r
<br />2• . 3' a 1/1r
<br />> 4'-6' TO S'-/•
<br />2• . 4• . 1/8-
<br />T'. {•a Ile
<br />,w R.AeN IeoNM.
<br />Ier�
<br />r-.. - --.
<br />r
<br />i
<br />Y e VISIT
<br />f0®AE i , �tl
<br />tl} N-A4
<br />1 •WAUL MOUNTING
<br />a
<br />INnALLATIN - AU_TERNATIVE AW
<br />--- SCALE Ile - 1•
<br />Y uM cone • r ..
<br />Iw1P1Iaa
<br />r RAat
<br />RISTALLA TIVE 2W
<br />SCALP 1/4• - I -
<br />NOTES:
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A-S.D. DESIGN LOADS
<br />UP TO +55.5, -72.0 p.s.f. AND PANEL'S LENGTH UP TO 8'-B'.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2, IN/ SPECinc DENSITY OF 0.55 OR EQUAL.
<br />TOP $ BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />NA�RepNNpe r os
<br />,Iw1em� Feee,afa
<br />I Mom 4e0
<br />r.vypm/upP
<br />Rm NeIF1j Ef011�
<br />5
<br />ro g
<br />i!
<br />CEWNG A TUMOR MOUNTING WALL t FLQOR MOUNiM
<br />INST111lTldN - ALTERNATIVE 4W INSTALLATIONS - ALTERNATIVE SW
<br />(SECTION AT TOP IS LIMITED TO +55.5-67.0 MA%. SCALE Ile . I-
<br />A.S.D. DESIGN PRESSURE PATRIC)
<br />SCALE' Ile - I •
<br />i
<br />Pie :nli 1� I I
<br />B I ®Ps m
<br />rw I
<br />q RIImI Aualm
<br />-_ _. K,A cos e.•...
<br />FPO NIFII l era
<br />SML- 1/4- - 1'
<br />BUILDING CODE
<br />CONCRETE ANCHORS tx>wcTE AICINORS TOR CONCRETE ANOpO: SEE SCHEDULE ON UNITY I-,
<br />(SEE ' ' (SEE Sm"KE R� FOR ROOD SLRW SEE SEC110N ON SHUT 15
<br />ON SAW \ ,• p A IW/15
<br />ii4 �1
<br />:• ,. 1/4. 2/4. 2A/4 3/4 tF 4/4 1. 2 k 1W/15 s• E.
<br />POURED COMOEIE j - -1'
<br />-i _ MET.
<br />j
<br />MDOARM �. .50G' J.250'
<br />- -A 2 *
<br />- -- .--
<br />POURED CONCRETE
<br />\\
<br />1TTTITT
<br />I ITN i I i iTT FT TT>I
<br />SFE lI,TI[p1AL F IN-1I
<br />E RTO PA1HW (NIEIUdI (Y/IEIeOR PMW owru l PAEU (END PAIEU
<br />S[ES9OHNZT ,.
<br />r 61ET7 ,. [P LOM1
<br />IFOR lip Q TO I R IFGN ro
<br />asAD�AMTYN
<br />r.y/
<br />7Sm a SBC'� :EMERY a
<br />snAo . 12 ,/Y O.0 SOLO . 12 1(2- aG. 1 1 1 1 1 I
<br />Ir
<br />I 1/4'ht' YACMPE 1 1•ql• IA6MIE
<br />5T1 w/ S•EmNu+s 3/r RAH. (WE 1)
<br />TO ty. ,E ,%2' G.C. 3• YET (GIBE a7��
<br />(
<br />f/,4)[.
<br />(111
<br />Ti" WT. 2/l.� -
<br />I (BEE o
<br />�
<br />� IWITYPIMIE iii L
<br />� I � Il
<br />I •T EMD PANELS)
<br />Cm ASS
<br />® ) ; (E'�1NATE L aoum
<br />R I
<br />DETAILS 1/14
<br />3I
<br />(SEE
<br />POURED CONCRETE dd I
<br />i i 1
<br />9
<br />OLD=REC%%AU.MIED
<br />r LIONr /4. 2/4 24/i, 3/4 R 4/4410,1. 2 NE IW/15 1, k 1W/15
<br />ALTERNATE LOCATION
<br />- I I
<br />- ON LIFE SAFETY PANEL L
<br />AREA W/NO ENE SAFETY PANELS LOCATION OF IJFE (SEE NOTE 1B0.0W)
<br />- -_�
<br />Ce11A - L•. RECNAR PANELS w/ OR SAFETY _J
<br />( - - - _.. - - W/O REGULAR TRACKS (SEE NOTE 1
<br />CONCRETE ANCHORS /. /; /., f,.. BE ' UR PANEL((T3
<br />,. &.TtO BEELMOALLEDG S
<br />SIIALL
<br />(SEE SOCK" ON / ED•E pyrl qua ALMYS BE PROVIDED W/ ,FAR DANDLE
<br />SMn I.) PNIRm LONCREIEJ 70 FACl/EwE IN9ML1A710N r eRE710ED
<br />AK. Cp1OIn )
<br />TO BE NSTALLED OR REMOVED FROM IMS M
<br />C•.A SCUMMED , PANE A OF STRUCTM.
<br />cSHUT °) �D ELEVATION
<br />WALL MOUNTING INSTALLATION WALL AND FLOOR MOUNTING INSTALLATION SCALE 3/32•-1-
<br />- SECTION i SCALE: 3/6• - 1• - SECTION-2 SCALE: 3/8• . 1 ,.• ®®°" ' ' ' ' liw .-1_
<br />NOTES ON LEE SAFETY STORM PANEL SYSIEM INST NATION
<br />I. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) ,
<br />OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION IN BETWEEN END PANELS). B AtT „AML3 (4,
<br />(/TLC
<br />1) P�LOSA'ON
<br />LIFE SAFETY PANELS MAY OR MAY NOT BE o6TALLM ADJACENT TO REGULAR PANELS A
<br />get NOR ,)
<br />CKS
<br />(W/ OR W/O RED" TRAM.)
<br />2. LIFE SAFETY STOR PANEL CONSISTS OF 0.039' GALVANIZED STEEL STORM PANEL AS SECTION BS�j1iN B BCT10N B-B
<br />PER COMPONENT SHEET 2 OF DRAWRJG. SCALE 3/32'-1'
<br />THIS PANEL All ITSELF TO BE REMOVED OR INSTALLED FROM THE INSIDE OF
<br />STRUCTURE.
<br />3, UFE SAFETY P REOURES TOP TRACK TO !� COMPONENT k BOTTOM TRACK TO "p"AIINIII/M,MNr
<br />BE As PER SHEET 2 OF THIS GRAMM. N�tL{� p.: TZZ
<br />•\CENSf J
<br />�ETWYA OR S WELL AS DEIAILS I FLOOR O FOLLOWING SECTIONS , $ 4STQ,�:
<br />?f6
<br />�'
<br />:•
<br />1a. FLORIDA BUILDING CODE (NI h VelocityNu cons Zone
<br />4. Yin. LD40,TH FOR COMPONENT ®IS 15'. � -
<br />- NO• o" m1m. m
<br />MAWMR SPACING FOR COMPONEW 0ANCHORAGE AT Borrom IS GIVEN ON 20 GAGE GALVANIZED STEEL STORM PANEL P
<br />,* tN
<br />3
<br />SCHEDULES k 2. SHEET 14. * :•
<br />COMPONENT MAY BE PERMANENT OR REMOVABLE pie
<br />5. SEE DETAILSFOR INSTALLATION MTO W000 FRAME BUILDINGS ON SHEET i5. yA9'• GLOBAL PROTECTION PRODUCTS, LAC. oNL
<br />sof., oa - IL ECOINE.
<br />yJ 4IOOSW.51STRUT
<br />IE SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF '''NSg L u, A rnNr.Nr DYAE FL m ( 20-176
<br />ONA ., a. <.M aA er.Aewa R mY ROE tP54xee-75N, PANS (Ia.)b► aeI
<br />N•NH / ff- m fwR N+-f•a
<br />SPACERS AT TRACKS INSTALLED ADJNCEET AND BEYOND TO STUCCO/WOOD BANDS. NIANA" .fan �
<br />w DI,IawO Ilc
<br />P.L St./S mmumt/OAw CA- oWR7,R 1Yv1
<br />WATDI Aa In i. PL 1ilaT 13 a 7/
<br />I
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p,m.f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "L" SCHEDULE
<br />nMN HI.Y FYY _.-h.n .RAT
<br />pYpWX" AASSO,
<br />mvr
<br />Ys.. IiNOTI
<br />TO CLASSO 7bN
<br />oplpMIN
<br />L=
<br />or THEM
<br />.55A _nx
<br />r-S• OR LESS
<br />2,/4'
<br />UNIKKIm
<br />I TNII 5 A 7
<br />.55.5. -72.0
<br />»'-5' To B'-r Yea.
<br />2 3/e
<br />MADI.TED
<br />I TMNI 5 A 7
<br />.55.0. -no
<br />>r_r TO W-2' Ma
<br />2 1I:r
<br />• •��
<br />/
<br />..lq -4Q0
<br />I2'-4' R LESS
<br />J 1/2'
<br />• am
<br />�O'i%AR H
<br />E 9 a 10
<br />- BOLTED W/ ,/sY-20n• SS NS A WXW K pWP At Y°ILWM IS FW L
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING ...f) AND CORRESPONDING MAXIMUM ANCHOR
<br />SPACING SCHEDULE FOR REGULAR STORM PANELS n& QINSTALLATIONS
<br />INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANELS M& Na MISIALLATIONS AS PER SECTgNS 1 TIM 7. ON SHEETS 4 k 51
<br />ALANeA "A.
<br />OESOIH
<br />PRISSURIE
<br />M I)
<br />MAaWM ANKH O VACWO FOR E0. - 3 I/2• -
<br />AFP� TO sumoms E k
<br />�' xN
<br />"�qTHEM
<br />YAKBARI PANEL
<br />LENGTH 1• W)
<br />iAPCOR
<br />CF LP -ON
<br />CN2c-N
<br />rYiYFMMIE rLYAE m
<br />PMaYATC F128
<br />To CONCRETE
<br />I TO
<br />I CONCRETE
<br />TO Co"Imm
<br />To
<br />OSsl�f[
<br />TO C01R3K2
<br />A CONCRETE
<br />To
<br />CMCRE1E
<br />OCK
<br />TO CONCRETE
<br />To
<br />OOf ,[
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />9-
<br />N/A
<br />•'
<br />•'
<br />NIA
<br />, (TOP)
<br />9'
<br />S•
<br />N/A
<br />N/A
<br />/'
<br />r
<br />6-
<br />r
<br />e'
<br />6'
<br />I (BOTTOM)
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />4'
<br />N/A
<br />r
<br />N/A
<br />61
<br />N/A
<br />2 (701)
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />/•
<br />N/A
<br />5•
<br />N/A
<br />5•
<br />N/A
<br />2 (8°w0)
<br />+56.5, -no
<br />r
<br />N/A
<br />N/A
<br />W.
<br />/'
<br />w A
<br />1'
<br />N/A
<br />6-
<br />K/A
<br />3 .. (COP)
<br />1 7'_5' R LESS
<br />R L95
<br />r
<br />Y
<br />N/A
<br />N/A
<br />e'
<br />r
<br />W]
<br />(BOTroM)
<br />1'
<br />N/A
<br />N/A
<br />N/A
<br />1'
<br />N/A
<br />r
<br />N/A
<br />6'
<br />M/A
<br />, �)
<br />e'
<br />5.
<br />N/A
<br />N/A
<br />r
<br />r
<br />••
<br />•'
<br />•'
<br />•'
<br />. ! 7 (BOTTOM)
<br />N/•
<br />N/A
<br />12 1/2-
<br />a 1/4•
<br />1 12 1/2-
<br />R 1/.-
<br />6 1/4
<br />1 a 1/4• 1
<br />6 1/1•
<br />1 6 I/e
<br />5 (TOR/soffow)
<br />SEE MEET/ 10 k 11 FOR AICAHOR9 T,•E • SPAOM MR NFIN]ATKINE WO MM FINE BUILDING.
<br />-AWUY ANCHOR SPACINGS AND NOW" EDGE OOTwCE AS /WGIED ON THIS SCIMLL FOR EA LESS
<br />71444 PCICON ON 90,IEDULE MEDNCE ANCHOR 1PwJ10 F IAAI"LYMG SPACING SOWN ON SCHEDULE In
<br />IE FOLLOWING rACY0ft FOR INS OPERATION 70 SE POSSIBLE RmUCOD SPACING DOOAMD USSO FACTOR
<br />9M11 ION K U35 TIMM ,a1MA SPACING PBWAIED FOR EACH AMONR TM[ AT ANCHORS UDGEAD.
<br />AOO 11"
<br />1/4•.
<br />WOGY
<br />Ile,
<br />OLIPiSP
<br />,/r•
<br />1/!'•
<br />T'Mtak
<br />1/4••
<br />aLk-PLAS
<br />1/.'•
<br />eDY-c
<br />rn AO01 SMONS C.)
<br />3
<br />3
<br />3
<br />3
<br />1 •R
<br />i
<br />Sa Au OInnY BM tN
<br />]
<br />3
<br />] ,/z
<br />i ,R
<br />3 ,/2
<br />IVAOL TA OM OMMM
<br />,0101E
<br />]'Ir
<br />]•
<br />1 W
<br />,m
<br />-
<br />A3
<br />-
<br />3,
<br />/4 UX . 5/8• Lan mm N,SNNG W/ INSTALLATION
<br />DETAILS FOR REGULAR PANELS
<br />n A CIA
<br />-�'� MS. 5' °'/` °` FOP
<br />RWIEL IDORH6 UP TO a AD a M o.c.
<br />INTO EXISTING WOOD STRUCTURES
<br />' u�l IN 10CTHS UP 70 e-e• M.. on N -,G
<br />- IMIEiLMff FOAKE O ONPAIIVILMAn PUA o
<br />11i C WITH 1 I/2' MA. INRLem
<br />_
<br />POEYMTON ro HEADER FOR ALL LENGTHS ,A
<br />r-r IMP.
<br />1/4//Fpp••41.A0M��.,IOwPEERFBOB�1' oG •
<br />�I,
<br />lo'O,A1MG ,IGGG HE/mt
<br />�
<br />•�Q111�-r-.._'R,IF Ii R' 6i2RW0
<br />' 44
<br />E011
<br />I
<br />I
<br />!
<br />EOr
<br />t
<br />aR
<br />E01
<br />if ■ 3 G,N.
<br />EOL
<br />-
<br />(
<br />I
<br />L
<br />MOOD
<br />SOA,ED -
<br />I RmYIOD
<br />WOOD HIDODI
<br />1
<br />E
<br />ALTERNATIVE 1W
<br />ALTERNATIVE 2W
<br />SCJL1E 3/8-,•
<br />SCALE 3/8.4•
<br />I
<br />I
<br />I
<br />SIX SCHEDULE
<br />ON SHEET III
<br />5EE S HEM" ON S W. I
<br />to MAW
<br />FOR
<br />SENVRAPNDN
<br />IU MASS.
<br />EON
<br />t
<br />1
<br />to
<br />E01 I
<br />I - -
<br />EO
<br />I
<br />I,'' OR
<br />EO
<br />I
<br />EOM E01PUOUNG
<br />T 1/2• f
<br />E01
<br />1.
<br />E01
<br />•� Nr-
<br />�WGL15
<br />.I.
<br />WOOD 'U'DE
<br />MIKE), nAw
<br />AEYR.o
<br />1/4' LD. a S/r LONG HUM DJSMM
<br />W/ 1/4'Y-20.2' SS. MS. B 8 1/4' 0G
<br />FOR PANEL UENC/S U ro 5•-0• ANG 6
<br />��;�y,�/
<br />./ 7%Yp�}/y'mom
<br />RAY MR 1 r O.L.
<br />'I We O.C. FOR LDACMS UP ro r-11' 0-
<br />OR 114-10 PA EUMIE FEMME O OR
<br />PA JADE PLUS a ,T ,/2. 0. C MRTN ,
<br />V••• LAG fW! W 6. OL W
<br />ALTERNATIVE 3W
<br />ALTERNATIVE 4W
<br />+/2 Min IMNEAom PENETRATION A
<br />AOMYM or E%RTea Woo° PLATE TOR
<br />_
<br />w Iti 1,•WAom IraNMA2iw
<br />• NOMEIIN v RYE.
<br />SCALE 3/8-1-
<br />SCALE 3/8-1-
<br />ALL LENOm up ro 8'-r �
<br />, 1 TION BUI -OUT
<br />DIRECT MID wnNG INSTALLATION
<br />NOTE : SHUTTER
<br />NOT RHOWN FOR CLAIMY
<br />SCALE 3/9-11
<br />SCALE 3/8-,'
<br />NOTES
<br />wl✓
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D. DESIGN LOADS.
<br />PEP ,....
<br />••,�
<br />UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO W-B'
<br />Q: • GEN O�
<br />; •3`: v C
<br />FLORIDA BUILDING CODE (Nigh VNxI Nu can* Zane)
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />Ina _
<br />N0.
<br />^�• m1m Pic.
<br />FP
<br />PINE NO. 2. w/ SPECIFIC DENSITY OF 0.55 DR EOW
<br />:•
<br />20 DACE GALVANIZED STEEL STORM PANELL
<br />OF "r s---"'.,
<br />NOTE FOR GQMM1AT10N OF SECTmNs:
<br />?Jot, ST
<br />GLOB& PROTECTION PRODUCTS, LAC.
<br />., FL R10
<br />I-•>y�'O!C
<br />SR. 5, STREET
<br />TOP $BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />"p •�C. (
<br />u. AA M- WA. 2ip,Rr, ewo 'R A
<br />, °M N,_,.M ,r am
<br />R,N[: fFn4)ew-76y PAR:mftmr� A_ ' 1p.)esG-MIDI
<br />20-176
<br />INSTALLATION.
<br />NAM$St
<br />"•rM t. 5[µ/WNM,IUIE/D�,IE
<br />_
<br />0--AYo87LG'1°
<br />WKTER A nln i.. ►l-
<br />«I
<br />-
<br />McBi 11 OF 28
<br />STUDS 6 EVERY
<br />OVERLAP
<br />(,2 1/2' O.C.)
<br />10 HOLD PANEL
<br />MEL* ■Oil► ���������
<br />OR O
<br />OR DIRECT MGM SPACING SPACING
<br />• • : • . 1 . ,. ANCHOR . ,• l•7 •
<br />INSTALLATIONS JO.CONCRETECONCRETE •STRUCTURES
<br />ALTERNATE
<br />LOCATION
<br />AT END PANEL
<br />STUDS O EVERY -{-
<br />(2 11HOLDPANEI
<br />0�
<br />5/8' wk (CAN - - - -- - -
<br />3' W. (CASE I) 0
<br />-MUM XSA
<br />UPON
<br />O IAP-O P
<br />CJAM-PN
<br />I MMLMO FEe4E ID
<br />INSEIIIATE RLA
<br />APPLCAMLE
<br />OCS"
<br />ro
<br />To
<br />To
<br />To
<br />To
<br />SECTIONS N •
<br />�"
<br />WOONYN PANEL
<br />,TOOTH l' (a)
<br />Mr1N0 .A'.
<br />OON"
<br />CIS
<br />call,T
<br />BUD"
<br />CON METE
<br />LON ETE ZGK
<br />CONCRETE
<br />Ct�
<br />CONCRETE
<br />BLOCK
<br />OFC01
<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 />1 A,2 (FOP)
<br />95.a -72.0
<br />9-
<br />7'
<br />9-
<br />D'
<br />9'
<br />9•
<br />9'
<br />9•
<br />9.
<br />9•
<br />I (BOTTOM)
<br />5'-a OR LESS
<br />.55.0 -72.0
<br />r
<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 />1 k 2 (TOP)
<br />5'-0• TO 7•-6'
<br />9'
<br />S'
<br />9'
<br />6'
<br />9'
<br />7 1/2"
<br />9'
<br />9'
<br />9'
<br />B'
<br />1 (BOTTOM)
<br />.55.0 -72.0
<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 k 2 (TOP)
<br />B'
<br />{'
<br />9'
<br />8'
<br />9'
<br />6'
<br />B•
<br />6•
<br />6'
<br />6'
<br />I (BOTTOM)
<br />MABRA "0.
<br />OE9ON
<br />PRESSURE
<br />RATING A1.
<br />CASE 1 (SMw a S/r YN TROY TOP O Am*
<br />°6E i (SRO • 3• W FROM OP OF Alm*
<br />APPLCABLE TO
<br />SECTIONS IF$
<br />WY � MB�TIO
<br />MAXIMUM PANEL
<br />LENGTH 'L' (ft.)
<br />LAPlp -
<br />-
<br />TO 10
<br />.49.2 -61.5
<br />3• 3•
<br />4 1/2• 4 1/2'
<br />2 (BOTTOM)
<br />7'-6. OR LESS
<br />.52.3 -56.0
<br />3' 3•
<br />4- e
<br />2 (BOTTOM)
<br />7'-6• OR LESS
<br />+55D -72.0
<br />2 1/2' 2 1/2'
<br />e 3 1/2•
<br />2 (BOTTOM)
<br />7'-6• OR LESS
<br />+55.0 -72.0
<br />2 t/2' 2 ,/2'
<br />N/A N/A
<br />2 (BOTTOM)
<br />7'-G' TO
<br />+55.0N/A
<br />N/A
<br />2 (BOTTOM)
<br />7'-6' TO 6•-8'
<br />i*
<br />i➢
<br />,/4' . SEE �.1 SEE .1 INTERIOR PANEL END PANEL
<br />OR B "' SCHEDULE Y 50HmULE
<br />-3 !2 FOR -.._. N2 FOR - -3•..
<br />M.. ANCHOR M.. ANCHOR
<br />SPACING SPACING
<br />V-3' Min.
<br />DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2)
<br />SLIP 3/1r - t•
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.a.f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "L" SCHEDULE
<br />WPUCAIILE OWY M SECTIONS I A 2 INDICATED FOR UFF SAFETY STORM PANEL
<br />SYSTEM ON SHEET 131.
<br />No. 44167
<br />,THEN AID. GOWN
<br />r,�DAW ROW
<br />IHA. r'Ma ,Jli-,H
<br />7' EHL)
<br />IIIN.A 9[MMTISM
<br />N =
<br />Pro
<br />CaY,OH
<br />•a6.o. -RO
<br />r-r
<br />3 V4'
<br />,HNOIIm
<br />SCE SHEET 15 FOR ANCHORS TYPE a SPACING FOR SISD4UTONS NTO Woo FIRAE @LAM&
<br />Y ANCHOR IPA{NDS AND MINIMUM EDGE DISTANCE ARE INDICATED ON THIS SCHEDULL FOR
<br />E.D. Iffi THAN NOGTCo ON SCHEDULE RECLACE MOOR SPACNO BY ,AATPLY9IG SPAGNG
<br />SHOWN ON SCHEDULE BY NNE FQLO1N° FACTORS, FOR THIS awAr0N TO K POSDKL
<br />REDUCED 5,1021E OVAUM MN6 FACTOR SNAIL NOT K LESS THAN N SIACSIG
<br />!DOMED FOR EACH A101CR TYPE AT AMGI016 LEGEND.
<br />A7BBB>R TWE
<br />1/r. -
<br />-_ I/.4
<br />1/4'.
<br />F'NI�
<br />,/O.
<br />-1/4'.
<br />PAID
<br />OYOwN
<br />v IMOS.
<br />oex s.
<br />MIN A4Y1 �M 01)
<br />i
<br />3
<br />3
<br />a
<br />2 t/2
<br />•NN.•MIa OL)
<br />3
<br />]
<br />3
<br />l
<br />]
<br />luw wMA OL)
<br />]
<br />3
<br />3 1/,
<br />3 ,/z
<br />A1B1►L EA NKIE �
<br />FA011s1
<br />JS
<br />21/A'
<br />-
<br />--
<br />-
<br />m
<br />r
<br />,m
<br />s
<br />MAXIMUM
<br />A.S.D. DESIGN PRESSURE RATING AND CORRESPONDING MAXIMUM
<br />SPACING G SCHEDULE FOR REGULAR STORM PANELS C1i A INSTALLATIONS
<br />tNTO EXISTING CONCRETE � CONCRETE BLOCK STRUCTURES
<br />(VAt1D ONLY FOR PANELS 1Ok ®INSTALLATIONS AS PER SECTIONS 1 TWOS 10. ON SHEETS 4, 5 k 5)
<br />ANCHOR
<br />""MILLI
<br />a T�,........!/l
<br />uCENg
<br />FLORIDA BUILDING CODE (NI h VelocityNurricone Zone)
<br />* ' NO. 4i67
<br />aRmO n'Sm ec
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />Dirp
<br />,•
<br />' �'•. ST ur '-
<br />=yO�F
<br />GL08AL PROTECTION PRODUCTS, LAC.
<br />LIE
<br />01r•/'010
<br />ISIIE
<br />•F� RDA
<br />si'/O
<br />7(/L�j
<br />4ero SM. e1 S•6T
<br />•• N6
<br />'///,
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<br />PEN : PH Nf-,Sa M : a" m NH
<br />20-1 76
<br />3L%/W OInw4vm
<br />NI .III
<br />'ML7R A 8UEI71,R. PE. gPM"ff-iN
<br />OYAWO Nr.
<br />Sail e v 1e
<br />NAUSEA'
<br />MAIfMM woos sPMGI,o FOR ta.. s 1/2' -
<br />ASD. DESIGN
<br />TALON
<br />Cr TM -OOP
<br />CNA-M
<br />PAIHpMAIE FEAL•lE O
<br />PAIEl]AS7E ,LDS
<br />SIIA BET
<br />APPLMAKE ro
<br />SCETONS / t
<br />IAAIONIR/ PANEL
<br />PRESSURE
<br />M1P1G
<br />ro wwcIE1E
<br />ro
<br />roNUETE
<br />MOCK
<br />ro CONCRETE
<br />ro
<br />I>2NCREIE
<br />BLOCK
<br />ro CONCIIETE
<br />ro
<br />WIMPtTE
<br />BUDGET
<br />Io CONCRETE
<br />ro
<br />CONCRETE
<br />BLOCK
<br />ro CONCRETE
<br />ro
<br />HXIINCRETE
<br />ROCNU
<br />To ,xNraT[
<br />ro
<br />OOACRETE
<br />KCC]U
<br />ANY COLlSMMM
<br />of I,q
<br />1ENCTN t• tn.)
<br />5•
<br />N/A
<br />N/A
<br />N/A
<br />8•
<br />N/A
<br />8•
<br />N/A
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />1 (TOR)
<br />6'
<br />!'
<br />N/A
<br />N/A
<br />6'
<br />6'
<br />8'
<br />8•
<br />6'
<br />B'
<br />N/A
<br />N/A
<br />1 (BOTTOM)
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />B.
<br />N/A
<br />8'
<br />N/A
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />B
<br />N/A
<br />N/A
<br />N/A
<br />8•
<br />N/A
<br />5'
<br />N/A
<br />5•
<br />N/A
<br />N/A
<br />N/A
<br />2 (BOTTOM)
<br />SS.S, -72.0
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6•
<br />N/A
<br />6"
<br />N/A
<br />8•
<br />N/A
<br />N/A
<br />N/A
<br />J $ ! (TOP)
<br />>7'-5• TO B•-8•
<br />� LESS
<br />r
<br />{•
<br />N/A
<br />N/A
<br />8'
<br />r
<br />6•
<br />6•
<br />6•
<br />8'
<br />N/A
<br />N/A
<br />3 (BOTTOM)
<br />6-
<br />N/A
<br />N/A
<br />N/A
<br />6•
<br />N/A
<br />B•
<br />N/A
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />7 (TOP)
<br />8'
<br />{'
<br />N/A
<br />N/A
<br />8'
<br />6'
<br />6'
<br />6'
<br />6•
<br />6'
<br />N/A
<br />N/A
<br />4 $ 7 (BOTTOM)
<br />N/A
<br />N/A
<br />72 1/Y
<br />6 1/{'
<br />12 t/2'
<br />8 1/{'
<br />a 1/4'
<br />6 1/4'
<br />8 1/4•
<br />8 1/{'
<br />N/A
<br />N/A
<br />5 (TOR/BOTTOM)
<br />50.0, -53.3
<br />N/A
<br />N/A
<br />12 1/2'
<br />8 1/{'
<br />12 ,/2'
<br />6 1/4•
<br />6 ,/4'
<br />6 1/4'
<br />6 1/4'
<br />B i/4'
<br />N/A
<br />N/A
<br />6 (TOP/BOTTOMj
<br />B'-B• 70 11'-2'
<br />55.G, -72.0
<br />N/A
<br />N/A
<br />6 //4•
<br />N/A
<br />8 1/!'
<br />N/A
<br />8 1/4'
<br />6 1/{'
<br />6 I/{'
<br />8 1/4'
<br />N/A
<br />N/A
<br />6 (TOP/BOTTOM)
<br />6'-B' 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 />8 i/4'
<br />8 1/1-
<br />6 1/!'
<br />6 1/1•
<br />8. 9. 10 (TOP)
<br />43.0. -l6.0
<br />8•
<br />{'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />8'
<br />6'
<br />6 1/{'
<br />6 1/{'
<br />6 (BOTTOM)
<br />� LESS
<br />8'
<br />4'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />S.
<br />8 1/4'
<br />8 1/4'
<br />9 (BOTTgA)
<br />72'-4' OR 1E55
<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 />8 1/{
<br />6 1/!'
<br />6 1/{'
<br />6 t/4'
<br />TO (BOTTOM)
<br />SEE SHNEEts Ia 11 AIO 13 FOR ANCHORS ,YET a SPACING FOR WsrAUATgNs PIro 11000 FREE BUADrAa
<br />WBWY wRRO1R SPALIIIfiS NO MINIMUM fDOE DISTANCE AS INDICATED OR THIS lC1HEOIIIF. FOR ES. LESS
<br />1lNN p01Gim OR 4C/IEOUE REDtxY ANCHOR SPACING BY IREL7PLYNG SA,C.O SHOW R SCHEDULE BY
<br />THE F"OLLOIAW6 FACTORS. FOR 71M8 OPUNlO11 ro BE POSSKI, REDUCED SPACSMG omAIED USING FACTOR
<br />SILL NOT BE 1L45 THAN IWMIIIAI S►ACRRO 10CA1Ep COIL EACH A/MAIR TYPE AT AnClIOO L[GF1AD.
<br />IAC01
<br />v NAP-W
<br />•�
<br />R•EtIWE
<br />vu+A
<br />9OLO-K1
<br />1AL INm,DI /PACING P.I
<br />3
<br />]
<br />3
<br />3
<br />1 ,/2
<br />3
<br />••MerelrrO Gw..M (A,J
<br />3
<br />]
<br />]
<br />3
<br />i
<br />3 In
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<br />]
<br />]
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<br />AL9Ul BA BDt ErMlL
<br />F A C T O R
<br />-
<br />i ,
<br />-
<br />,.00
<br />INSTALLATION
<br />DETAILS FOR REGULAR PANELSn
<br />INTO EXISTING WOOD STRUCTURES
<br />& CIA
<br />�i
<br />1
<br />--� ih10 MWELMATE PLUS
<br />II
<br />-�,/ _ t{-10 PAIELMdTE PLUS
<br />5
<br />•� -
<br />14-10 PwRT1M7E PLUS
<br />--�
<br />5 1/s' D.C. w/ 1 7/8'
<br />THREADED PENETRAION TO
<br />\ 6 1//.' O.C. N/ I ]/8'
<br />', ifRADEp PIDE7RJInON TO
<br />WOOD �I
<br />8 1/4- O.C. W/ 1 7/8-
<br />TIRE OED PENETRATION TO
<br />r I
<br />EKISTIC W000 HEIR
<br />i �, EXIST1N0 WOOD HEADER
<br />1jpM -
<br />REOUO#D -� 'i..
<br />E)057NG MT]00 NfiDFR
<br />'
<br />.,
<br />- -.RAM MR •
<br />,IR e
<br />-
<br />._ 11O I4R •
<br />2' �i
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<br />4 ,/•' aG
<br />! a / z. •
<br />/ 7 ° V•' O.0
<br />;
<br />'i 2•
<br />6.Il SIC •
<br />a f/r oL
<br />MOOD HEADER
<br />FI1OU EO �- M" I
<br />WOOD HEADER
<br />REWIRED
<br />SEE SC EOAE ON
<br />SEE SCHEDULE ON
<br />$ SL1EDtRE ON
<br />SHEET 8
<br />POET IRA BPARA
<br />ro "Uset
<br />SIe1T o
<br />FOR Mk SEPNMION
<br />ro GLASS.
<br />BEEP 8
<br />TOR MA. 9VARATION
<br />TO aLAs.
<br />MHa. PANEL LENGTH
<br />t/41,-TART' %S. (SEE NOTE 1)
<br />YS W/ I/rA •
<br />-.. M•.. PANEL
<br />1/.'.-Imt' f.i �� (SEE
<br />MS Y/ )/r1 ,
<br />LENGIN
<br />NOTE 1) f/aSf-]Wt' S .
<br />W/ 7/r. •
<br />Wu PANEL LENGTH
<br />�I 11 (SEE NOT I)
<br />JJ 1
<br />]/3Y MEN NY
<br />(.
<br />- --- - ,
<br />-
<br />7/]2• eNG IRA ,
<br />3/ir R.O NV,
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<br />1/4•e LAG SCRUMS
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<br />�1h10
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<br />•
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<br />I
<br />I
<br />'.
<br />PENETRATION AT
<br />UCWVrH OF PLATE
<br />IRO OF PLATE
<br />-- r f LAGA w/
<br />-..
<br />,__ ATTT M NOTND OF PLATE
<br />,
<br />SCALE 3/8-1-
<br />DIRECT
<br />MOUR_Q_� 2w IISTALLATION DIRECT
<br />MOUNT
<br />INSTALLATION
<br />964E 3/8-1•
<br />SCALE 3/8-1•
<br />INSTAUATONS FOR ALTERNATIVES BW, 9W k IOW ONLY VALID FOR
<br />1EU.UD'
<br />UP TO+a3.8, -46.0 P•a.f. AND
<br />r2.
<br />UP0T0 T2'N4lAAD5
<br />TO
<br />CPA•T!
<br />'
<br />FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS BE SOUTHERN
<br />PINE SPECIFIC DENSITY OF 0.55 OR EQUAL. �P' vC SF •'
<br />FLORIDA
<br />BUILDING
<br />NOTE FOR OMBI AMOM of LTIONS:
<br />�_
<br />z Nor '
<br />CODE (High VelocityNurricons
<br />aaao n,Eco, etc 20 CAGE GALVANIZED STEEL STORM PANEL
<br />Zone
<br />TOP k BOTTOM MOUNTINGS CAN BE
<br />IN ANY WAY TO SUIT ANY
<br />*, =
<br />z *-_.COMBINED
<br />Q,
<br />=
<br />GLOBAL PROTECTION PRODUCTS, LLC.
<br />INSTALLATION.
<br />.40
<br />a eNN AM1
<br />W[N, S3L$nW
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<br />WALTER A NWT I,., PE.
<br />NI 7
<br />,Y n-fA _ _
<br />�„3 or N
<br />INSTALLATION DETAILS
<br />1/.•. LAG SCAM a r D.C. W/
<br />FOR OPTION If 1 FOR
<br />INTO EXISTING WOOD
<br />LIFE
<br />STRUCTURES
<br />SAFETY STORM PANEL
<br />SYSTEM
<br />I
<br />1 1/2 W. IMMADED PEIEIIM ON
<br />ro EXINNG -GOD HEADER
<br />EQ
<br />ED
<br />R
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<br />E01fIj
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<br />PUT, a 12 1/2'.Z.
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<br />ALTERNATIVE 2
<br />ln, MN
<br />cNm (xE
<br />/4'4,' LAGWL
<br />o$.Wi2 ,
<br />DET. ,/1•)
<br />SEESCHEDULE
<br />.,
<br />/OR
<br />TO GLASS.
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<br />EQ
<br />E01
<br />�,,1F
<br />R
<br />EO
<br />1
<br />.000
<br />REOdIEO PLATE
<br />WCOO PLATE
<br />INVOURED
<br />8 Cent
<br />ALTERNATIVE
<br />3
<br />ALTERNATIVE
<br />4
<br />rN
<br />SWUM
<br />1LAID SCAM f r D.C. / , 1/Y
<br />lIR/1DFD PENFTN11OI/ on
<br />Yk'
<br />,/.Tad/r LONG oun Kill" W/
<br />;� �m o ALTERNATIVE
<br />WOOD FRAME CONDITIONS
<br />PPM„An rDAAE OR
<br />memum E PLUS • r oL. W i Ir YET.
<br />scm yam. - 1•
<br />LOCATION
<br />nNEAOED PINETMTO, ro WOOD
<br />RATE
<br />NOTE : 9NTT01 ,RACE YET SOWN TOR CLATMTY
<br />WALL MOUNTING INSTALLATION
<br />,Solt'"
<br />CEP
<br />ALTERNATIVE
<br />1 WfNs
<br />✓�
<br />•'
<br />SCALE. 3/r - 1•
<br />F
<br />_
<br />FLORIDA BUILDING CODE (High VelocityNu icons Zone),
<br />Nam
<br />•.
<br />Ne2/10 nTem. Ne
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />1XLMw Br.
<br />1. INSTALLATIONS ARE ONLY VALE) MR BUILDINGS WITH AS.D. DESIGN LOADS W
<br />455.3. -72.0 PA, AND PAWL'S LENGTH I* TO B•-r.
<br />TO
<br />y•� ST - ,
<br />':">p•. FC R10� .._- --�
<br />PROTECTION PRODUCTS. LLC.
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<br />2. FOR NEW WOOD FRAME COAISUCMk WOOD &MMM TO K SOUTHERN
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<br />SH 1.1
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