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<br />WALL AND ,FLOOR O�UNNTINQ INSTALLE,iBON FORODOCRUT Mae"
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<br />FACE OF \ cl.Xr 1.®' W10 stirsA. MOP OIOL% �. X.ARNr/EO.JX F•LaaeT CONOMM OR 9RW1
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<br />SECTTDN Y-r SPLIT M FAILL, E =
<br />J .SCALE 1/4--1" � AIL3 SCALE 1/4'-1' SCNE I/E"-1'
<br />WOOL OR am
<br />.,l>G 1' 4 r vN wYUDN) MULLION SCHEDULE
<br />•-T
<br />Las. MULLION
<br />REWIRED W.
<br />••
<br />I 1
<br />r�`',1 r
<br />CpNL'PEtt ANDKOM
<br />SPAN (Ft)
<br />TUBE MULLION -
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<br />> S8' m 8`-10"
<br />2 = s' A I/r.
<br />x 4' x 1 4'
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<br />+• 3' A,
<br />{ No. 44167 s
<br />> a'-10' TO a'-O'
<br />2'. a• = 1/9-
<br />` ySPnaTMO�1+FOR 95.D p f-72Oi PRE MlI/G
<br />w PND4LLEL T°d Eb'510�3�ML W
<br />SECTION T OEM
<br />SCALE 3/0-1-
<br />NOTE: MULLION CAN ALSO BE IL4TAUED W/0 STORM PANELS ON TOP
<br />GONEBOTTOM SO THAT OPENNM OW%'NBE k BOOTTTOMM)CO BO1mM OF OPENING.
<br />FLORIDA BUILDING CODE
<br />E
<br />INSTALLATjON
<br />MAILS FOR REGULAR
<br />NTO EXISTING WOOD 5TRU
<br />. &I
<br />PANELS(I & C1�
<br />URESES
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<br />INSTALLATION ATION - N+AMRNATittE tW
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<br />sYlaJ3W WPp ana�Wl
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<br />-._ ./ , M Naoem -
<br />------
<br />SCALE: 1/4' - 1'
<br />It
<br />I
<br />.
<br />CEI NQ & FLOOR MOUNTING WALL k FLOOR MOUNTING
<br />WALL YQUNTING
<br />INSTALLATION - AL TERRA 4W INSTALLATIONS - ALTERNATIVE SIN
<br />(SECTION AT TOP IS UMRE) TO +55.5-67.D MAX. SCALE 1/4' - 1-
<br />INSTALLATION
<br />- ALTERNATIVE
<br />2W
<br />A.S.D. DESIGN PRESSURE RATING)
<br />SCWE: 1/4- . 1"
<br />'VALE: 1/4' - 1'
<br />nee' 1
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<br />FLOOR MOUNTING
<br />INSTALLATION - SN LAW
<br />SCALE 1/4-ECTIO- I-
<br />1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS
<br />WrrH A.S.D. DESIGN
<br />LOADS
<br />�``'� ••• T�
<br />UP TO +55.5, -72.0 p,s.l. AND PANEL'S
<br />LENGTH UP TO 8'-8'.
<br />x='S�P,'' CET$ •,'
<br />J
<br />FLORIDA BUILDNG CODE N h Valo0 Nu can* Zone.
<br />2. FOR NEW WOOD FRAME CONSTRUCTWN: WOOD MEMBERS TO BE SOUTHERN
<br />--
<br />•:
<br />-
<br />O= TRIECO. ID. FP'
<br />PINE NCI. 2. W/ SPECIFIC DENSITY OF 0.55
<br />OR EQUAL
<br />_ ;• No, 4167 a
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />am" BY.
<br />NOTE FOR COMBINATION OF SECmNs:
<br />ST OF�. AL PROTECTION PRODUCTS, LLC. 07003
<br />'� '•. F M
<br />��A�
<br />& BOTTOM MOUNTINGS CAN BE
<br />F
<br />L RID ; "2.+�"
<br />4W &C51 STRIVTOP
<br />TPHONE,
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />y,r; •
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<br />AyA S'%Q Al'P+
<br />(SM� �' W4]
<br />woa,-tw.a:QWINm-,as 26-176
<br />a�•YI wa Or 4Y L,RAaIG Na
<br />INSTALLATION.
<br />1AA/liq IINIIN �/�E
<br />wALTER A01°4�Ui 1Jr. P.E. astt-,NS - NM\T 10 %
<br />N1
<br />CDWRM ANCHOR'S
<br />(SEE SCHRDULE DN--'\
<br />SHEET 14)
<br />CONCREM 404OPS
<br />(Sm SCHIDULE &W 4)�
<br />POURED CONCRETE
<br />I
<br />�
<br />I
<br />I
<br />., � SISiEE�MRRE:�
<br />I
<br />I
<br />:
<br />= 1-SnE SR'JEDDLE
<br />ilk SEPARA�
<br />I
<br />IFaR fIJ�7
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<br />��a's�y 01 �GL
<br />OAG � O $ I
<br />IRLCWNUf e $
<br />EVER
<br />STUD a 12 1/2. O.C.
<br />STUD • 12 1/2 O.C. N
<br />1 N ,(__NV(S B sJa'fMln (CASE 9
<br />3 ArtPR))•
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<br />m a ,2 T O.C.
<br />(SEE DET ,/I4j
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<br />fif. 2iT4) "
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<br />POURED C^ a'
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<br />3 I
<br />i
<br />3
<br />BLOCK WALL
<br />REOLORED
<br />I
<br />i
<br />CONCRETE ANCHORS
<br />(SEE SCHEDLLE ON
<br />SHEET 14)
<br />POURED CONCRETE
<br />m
<br />r
<br />(Ak. iXRGin�BML)
<br />WALL M2UNTWG INSTALLATION WALL AND FLOOR MOUNTING INSTALLATION
<br />=SECTION I Scut:. 3/6` - I' - SECTION 2 SCALE: 3/8" - r
<br />,NOTES ON 1-If',.r="?7', =:Tr+Ru PANFT �*'S'IFM 1upT-�AA;t ATNfN_..
<br />1. LIFE SAFETY STORM PAWL CAN SE LOCATED AS AN ENO PANEL (nRST OR LAST PANEL.)
<br />OR AS AN INTERIOR PANEL. (DINT PANEL LOCATION IN BETWEEN END PAELS).
<br />LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REOUWR PANELS
<br />(W/ OR WID REG" TRACKS.)
<br />2. LIFE SAJ•ElY 5HBi PANEL CONSSTS OF 0.038• GALVANIZED STEEL STORM PANEL AS
<br />PER COfrPOtNENT �. SHEET 2 OF DRAWING.
<br />THIS PAEEL ALLOW+ ITSELF TO BE REMOVED OR (STALLED FROM THE INSIDE OF
<br />STRUCTURE.
<br />J.LIFE SAFETY P REWIRES TOP TRACK TO BE COMPONENT(D& BOTTOM TRACK TO
<br />HE WMPONE�T AS PER SHEET 2 OF THIS DRAWING.
<br />COMPONENT Y BE INSTALLED WALL OR FLOOR MOUNTED FOLLOWING SECTIONS I &
<br />�p�`,``r(,R•
<br />2 ON THE SHEET, AS WELL AS DETAILS 1 & 2 ON SHEET 14.
<br />4. Wh L04M FOR COMPONENT ®S 15-.
<br />Max. ANCHOR SPACING FOR COMPONENT ®ANCHORAGE AT BOTTOM S GIVEN ON
<br />SCHEDULES & 2. SHEET 14.
<br />*
<br />COMPONENT MAY BE PERMANENT OR REMOVABLE
<br />•
<br />:!"
<br />S. SEE DETAILS FOR tNSTALiAnON INTO WOOD FRAME BUALDIIGS ON SHIEET I&
<br />3'''•
<br />R SEE WaT 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF
<br />, FS
<br />SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO/WCOO BANDS
<br />■wE>.�lurilluLlxu■Ilriu��uur��ILr>•I.I.�a,ErLr.INwt>,I.Illwr.
<br />ME
<br />LOCKRON
<br />L*1/4,
<br />2/4, 2AA 3/4 OR 4/4 1
<br />I. 2,A 3W/15 L*1,
<br />x & 1W/15
<br />' A�T N
<br />PA
<br />J O( LINE SAFETY PANEL L
<br />n SA SAFETY
<br />AREA W/NO LIFE SAFETY PANELS
<br />LOCATION OF LIFE (SEE NOTE tBEL,a1Y)
<br />•------ i.. REGULAR PANELS W/ OR ---.-._
<br />e W/0 REGULAR TRACKS
<br />-. SAFETY PANEL --^�
<br />(SEE NOTE 1
<br />667.CN)
<br />'= LAST PANEL Oi m 1# INSTALLED AS
<br />UFE SAFETY
<br />}may PNEL OPENING SFMLL
<br />ALWAYS BE P1K] . N REM NANDIE
<br />TO FACLAN E P IgENo"
<br />T OR FRM I 0 Sr INMIW-O REMOVED 890E
<br />TION
<br />OF RRUCIURE
<br />EL
<br />3/32.-1-
<br />�71 FSCALE
<br />1/4• Mm, OW CO'C9DR
<br />1 ' 1.a /fFYaA.
<br />-Ar
<br />�.
<br />1
<br />8 rertE I) P 8Ar'
<br />NO pA1ELtaiwn°R
<br />SEE E t)
<br />SECTION B—B
<br />SCALE 3/32"-1'
<br />MAXIMUM A.S.D. DESIGN PRESSURE BONG ( ,t AND CORRESPONDING
<br />MAXIMUM PANEL LQ iH -L" SCHEDULE
<br />WID ONLY FOR &(gplM6TAlUTKIS AS PER SECTIONS I THRU 10. ON &Ii'TS 4.5 & 6)
<br />• BOLTED W/ t/rs-20,1- S.& M'.L k WW W AT MAE'SIW a WDIFROM LX AMOL
<br />INTO EXIST 7NO GGI�GREIE A CONCRETE BIn�2`K SIBUCIM
<br />COMM ONLY FOR PANE1sQ& @ OMALARONS AS PER SECTIONS I TNRU 7, ON SHEETS 4 & 5)
<br />� �,�GENF FLORIDA BUILDING CODE N h Velocity Hu cone Zone
<br />No. 4167 * am W 20 GAGE GALVANIZED STEEL STORM PANELS Fa
<br />OPAF BY
<br />Dy;, AST - 1 GLOBAL PROTECTION PRODUCTS U C. OCE
<br />�.- • L� 4• 4m aW. 51 STREET
<br />• bdE:
<br />& OAK. n. 33514 2G-178
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<br />+558. -]2A
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<br />YAAaNAH IINCORS 3PACW0 FOR EA. s 3 i f2' ••
<br />YPP[3CAB.E TO
<br />SECTIONS / k
<br />ANr #tvl$AUTAAa
<br />MA%P.sNt PANEL
<br />IFs+Gm 1" (R.)
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<br />SEE a1EEiS tat I, FOR ANdroRa. TYPE a SPACING Ina TNSTALATIISONMAX BRACke NS errs WOOD FRAME DWDIIG.
<br />LIFHIUM ANCHOR SPACINGS AND IRXa11At E06f' 0157ANCE Aft A'DKXiTf4 TIN ,EMS SGEOME FOa E:D. Lk51
<br />THAN FNMAOFD �1 Pibt7CE ANCHOR SPRING $Y' L6A.TPLYIG STRONG SNIDER ON SCFEaH1E BY
<br />THE KliDl1W1G FlCTDRS FOR l,a$ OPERATDNN m rK PC6STBLE. SEaUIX.b SPAWG OBTAINED t4aG FACTOR
<br />$WL MDT % LESS ItYN YMMOY RNDM.A[a FOR fACft ANGtlR TYPE AT AAICIDpa L6ElD.
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<br />iANEL
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<br />PANELS
<br />&
<br />PANEL tENO,1LS w m 3'-r ANDa ,/4. O.C.
<br />UDW S
<br />INTO
<br />EXISTING- WUO ;�j'j?,(gICTURES
<br />I. FOR LEA1On4 UP To a'-6' LNw. OR •T4-tD
<br />PAI&EAIh10 FEMALE PLUS 4
<br />I II W.. THREADED
<br />ex 1/2' a C. W11H t t ` MP. t1OTEAdfD
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<br />SI
<br />rri ALAE {: OR 11h10 PAELMATE FflMLE D OR
<br />PANEUMTE PLUS a 12 I/r O. C. WITH I
<br />' i `
<br />1N'4 MAD SUtEK O r O.a
<br />—�
<br />ALT ERNATiYE 3W
<br />ALTERNATTt!E sTW
<br />/[/�2,�� ML TNREAOEA PLTrETRAnaN AT
<br />19aNDTH1 OF COSTING WOW PLATE CDR
<br />T'za• PLATE I I
<br />1n t aw Fo
<br />a MmWDTN OF PLATE
<br />S�W,E 3/&+
<br />SCALE S/B�r
<br />1 t
<br />k' ALL LENGTHS. Lip m W-r Mm.
<br />i
<br />TTEwu(Eo �`
<br />i
<br />-
<br />-
<br />ALTERMAILW-
<br />DIRECT MOUNTING 1�(U It�!TION
<br />NOTE : SHUTTER TR C Xm s FaW4 FnR c ry
<br />el T'E�,I_amtE 13YV
<br />SCALE 3/0-l'
<br />SCALE 3/8-1'
<br />NOiEi
<br />c�"Ty1,IHNNAFyE,
<br />1. INSTAuATlONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />I.N '-.
<br />UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO W-S'.
<br />S"'j VL
<br />FLORIDA
<br />BUILDING CODE (High Velocity No
<br />no Zone.
<br />2. FOR NEWS WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />- AEI• i6 ;�; R.
<br />,>2m6 TRIM vc,
<br />20 GAGE GALVANRED STEEL STORY PANEL
<br />FP
<br />» ,
<br />N(1YF tY)R COMBI�„SL"CTf!)N5:
<br />'0:• t2F
<br />�: FT Q�- •'
<br />L
<br />..__.
<br />;9�
<br />GLOBAL PROTECTION PRODUCTS, ! LC.
<br />TOP & BOTTOM MOUNTINGS. CAN BE
<br />COMBINED fN ANY WAY TO SUR ANY+q(
<br />At
<br />,,y
<br />A '
<br />r 3Ykw, a054)M-7543,
<br />W:(mM at-"aM . ws :1�N9 I*+-.sx
<br />DAIr 1 33314+"
<br />Flit: 0005 I-ITT]20—t76
<br />INSTALLATION.
<br />NAN E. svyslaNOMuof/DaE
<br />rA.-D0p671I
<br />1FK1fR A b., PE
<br />• ^P- -
<br />DyrYc xa
<br />44,s7_
<br />BEET 1, p %
<br />STUDS o
<br />C
<br />(12 IA
<br />TO HOLD
<br />@OR
<br />OR 01REC1
<br />.u,. (l •eta, .•tat. r
<br />wa
<br />1z 1/2' o. (
<br />HOLD PAN!
<br />sje Len {CtSE Q
<br />3" YY,. cA1� tl)
<br />✓ A'SD-
<br />TA'rAN
<br />CE TW-Ow
<br />W%-M
<br />TGKLMA€ FBMLE D
<br />emet RE PWS
<br />O
<br />NEE
<br />M1140 1.
<br />m
<br />ar 7E
<br />ttDC1C
<br />m
<br />G9NCREifi
<br />BLOCK
<br />m
<br />CDKroflE'1E
<br />BLNK3T
<br />To
<br />COMORMCK
<br />amrt 7E
<br />DO
<br />m
<br />comemst
<br />To
<br />'C NCom
<br />BLACK
<br />SECTIONS WGM
<br />GOMBBDESIGN
<br />THEAI
<br />PANEL MAXMUM
<br />IENGitN
<br />_ - -
<br />6•
<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 />1 & 2 OP).
<br />55.0, -72.4
<br />g'
<br />7"
<br />9-
<br />9-
<br />91
<br />6"
<br />9"
<br />S.
<br />9`
<br />9"
<br />1 (BOTTOM)
<br />S'-O' OR LESS
<br />6`
<br />N/A
<br />N/A
<br />N/A
<br />6.
<br />N/A
<br />6-
<br />N/A
<br />a•
<br />N/A
<br />1 & 2 (FOP)
<br />55.0 -72.0
<br />9"
<br />5"
<br />4'
<br />8"
<br />9'
<br />7 FJ2"
<br />9"
<br />9'
<br />S"
<br />fI"
<br />1 (BOTTOM)
<br />+5&.0 -72.0
<br />8'
<br />N/A
<br />N/A
<br />N/A
<br />6"
<br />NJA
<br />C
<br />M/A
<br />S'
<br />N/A
<br />I & 2 (TOP)
<br />7'-$' TO
<br />9"
<br />A"
<br />9'
<br />6•
<br />9'
<br />6'
<br />S.
<br />6`
<br />6`
<br />6'
<br />1 (BOTTOM)
<br />MAKNAW A sA
<br />DFSGN
<br />PRESSURE
<br />RATIO a3,
<br />I (SOD a s/r YN. FROM TOP or mom
<br />01+2 a Tow a r MM, nm TOP 6 mom
<br />APPLICABLE TO
<br />SECTIONS jf !e
<br />OF THEM
<br />MA7OMUM PANEL
<br />LENGTH 'L' (1L)
<br />TAPCQtd -
<br />_
<br />- #
<br />I
<br />+49.2 -815
<br />3^ 3'
<br />4 1/2" 4 1/2'
<br />2 (BOTTOM)
<br />7'-6- (Ri LESS
<br />+52.8 --66.0
<br />3"
<br />4' - e
<br />2 (BOTTOM)
<br />7'-$' OR LESS
<br />+SSA -72.0.
<br />3 1/2' 2 1/2'
<br />4' 3 i/2"
<br />2 (BOTTOM)
<br />7'-6. OR LESS
<br />+55:4 -72.0
<br />2 1/2" I 2 1/2"
<br />N/A N/A
<br />2 (90TTOM)
<br />7'-6' TO $'-0'
<br />+55.0 -72A
<br />N/A N/A
<br />(BOTOM)
<br />T\ f'\ ..•"s AhTTNATF r^•'•� -
<br />um
<br />like
<br />TOM ME 3*�-i11*w1;1111'rdwff
<br />AaFskiTeAAa•A
<br />iWJ
<br />Y!a [p,)FXGIk
<br />IME aTtluNs3
<br />Ha•1•aA S'PARa12aH
<br />m CASs
<br />Dan
<br />t10iNaLiIO,N
<br />+564. -T2A
<br />r-r
<br />2 3/r
<br />tAg5t1>a
<br />SEE SHEET 15 FOR ANCHORS TYPE & SPACING FOR 9WAL ATICIS INTO WOOD FRALS DRDNG.
<br />MPMMN ARCHON SPACIKS MID MINIMUM CORE WMA M Aft WARMATE0 ON D/9 SCH MUUC. FOR
<br />ED. LESS THAN IR WED ON SCHEOU E REDUCE ANCHOR SPACM BY MIATWINNO SPACM
<br />SHOWN ON SCXFOULE BY 7A FOILDM FACTORS. FOR flip OPERATION m BE POSSDF•
<br />AEWGD SPACING OBTAINED USING FACTOR S ULL HOT ME LESS RBA MRMMUM SPACING
<br />MOOATEO FOR EACH WC OR TYPE AT ANCHORS LEGOO.
<br />goo ym
<br />1/4`P
<br />�Empm .
<br />1/44,
<br />1/r.
<br />-'4titiV
<br />t/rs
<br />1/4_�
<br />4Y
<br />MAC
<br />oMx-IN
<br />No, MAGI paces (a.)
<br />S
<br />3
<br />3
<br />3
<br />2112
<br />ttOBFoiAMU (La}
<br />7
<br />3
<br />3
<br />]
<br />rLa'Wal IaiYA Bay
<br />3
<br />3
<br />3 ,n
<br />3 in
<br />4
<br />ANK FAQ $WhOrE• Dmrulx4
<br />Pam
<br />2 I/r_
<br />MAXIMUM
<br />MAXI IAI RCHORS SPACING FOR Ea - 3 Ilr -
<br />AS.D. DES"
<br />TAPCON
<br />CF MAP -GRIP
<br />CAL( -IN
<br />PANUMATE FEMALE ID
<br />PAt DAWE PLUS
<br />SOLO 9Er
<br />TO
<br />SECTIONS ) t
<br />MkVMUA PAM!
<br />RATING
<br />(p.F1J
<br />m CONCRETE
<br />t
<br />am
<br />70 CONCRETE
<br />DCONCRErEK
<br />m CONCRETE
<br />C �
<br />to 0"CRET'
<br />BLOCK
<br />TO (bPICREIE
<br />TO CONCRETE
<br />BLOCK
<br />AAA' CO ISIOXION
<br />OF THEM
<br />LENCTH •L' (R.)
<br />6"
<br />N/A
<br />N/A
<br />N/A
<br />8'
<br />N/A
<br />6"
<br />N/A
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />1 (TOP)
<br />6'
<br />4-
<br />N/A
<br />N/A
<br />6'
<br />6'
<br />6'
<br />B'
<br />6'
<br />6`
<br />N/A
<br />NIA
<br />I (BOTTOM)
<br />6"
<br />N/A
<br />N/A
<br />NIA
<br />6"
<br />N/A
<br />6'
<br />N/A
<br />6"
<br />NIA
<br />N/A
<br />N/A
<br />2 (TOP)
<br />a"
<br />N/A
<br />NIA
<br />N/A
<br />6"
<br />N/A
<br />.
<br />5'
<br />N/A
<br />S'
<br />N/A
<br />N/A
<br />N/A
<br />2 (BOTTOM)
<br />55A. -12.0
<br />6"
<br />N/A
<br />N/A
<br />N/A
<br />6"
<br />N/A
<br />8'
<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 />6"
<br />4"
<br />N/A
<br />N/A
<br />e"
<br />S"
<br />6'
<br />6"
<br />6'
<br />6'
<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 />6-
<br />N/A
<br />B'
<br />N/A
<br />N/A
<br />NIA
<br />7 (TOP)
<br />8'
<br />4"
<br />N/A
<br />N/A
<br />6`
<br />S•
<br />6•
<br />6'
<br />6"
<br />b'
<br />N/A
<br />N/A
<br />4 & 7 (BOTTOM)
<br />N/A
<br />N/A
<br />12 1/2"
<br />6 1/4'
<br />12 1/2'
<br />6 1/4"
<br />6 1/4-
<br />6 1/4'
<br />6 T/4'
<br />6 1/4'
<br />N/A
<br />N/A
<br />5 (TOP/BOTTOM)
<br />50.0, -53.3
<br />NJA
<br />N/A
<br />12 1/2'
<br />S i/4"
<br />12 1/2"
<br />6 1/4'
<br />6 1/4'
<br />6 i/4'
<br />8 i/4'
<br />8 1/4"
<br />N/A
<br />N/A
<br />8 (TOP/BOTT0IJ)
<br />8'-8' TO
<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 1/4"
<br />6 1/4'
<br />6 1/4-
<br />6 t/4•
<br />N/A
<br />N/A
<br />5 (TOP/BOTTOM)
<br />8'-8' 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 />NIA
<br />6 1/4'
<br />6 1/4'
<br />6 1/4'
<br />5 1/4-
<br />6, 9, 10 (TOP)
<br />-0.0
<br />6'
<br />4'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />6"
<br />6 1/4-
<br />a 1/4"
<br />8 (BOTTOM)
<br />1+43,15
<br />OR LE55
<br />6'
<br />4"
<br />N/A
<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 />9 (BOTTOM)
<br />12'-4" OR LESS
<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 1/4-
<br />S 1/4'
<br />6 1/4-
<br />6 1/4'
<br />10 (BOTTOM)
<br />SEE SFEflS 10. 11 MR) ,2 FOR ANCHM TYPE A SPACING FOR MI&LATYAHS NRO WOW FRAME BLAU00.
<br />WNIN,WM ANCHOR SPACINGS AND MMMUM EDGE INSTANCE ARE INDICATED ON IH6 SCHEDULE, FOR LO. LESS
<br />THAN WDMATED ON SCHEDULE ANCHOR SPACINO BY MULTIPLYING SPACOIO SHOWN ON SCHEDULE BY
<br />THE FOLLOMNO FACTORS. FOR TM OPERATION m BE POSSIBLE, REDUCED SPACM ME004ED USING FACTOR
<br />SHILL HOT BE LESS THAN AOMMUM SPACING NDKATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND
<br />A1EQ1� IYM
<br />1/4'4
<br />1Ira
<br />1/4s
<br />1/4.O
<br />__1/4-.
<br />TAPr:OM
<br />TM-C!
<br />_1/4-.
<br />FEMME a
<br />PLUS
<br />CAR-N
<br />SOUP-9E7
<br />Mx omm SAD•D 00
<br />3
<br />3
<br />3
<br />3
<br />2 ,n
<br />3. _
<br />••
<br />3
<br />3
<br />1
<br />3
<br />3
<br />3 ,n
<br />ihaYwl Cax=a MINA DL)
<br />3
<br />3
<br />3 1/1
<br />3 Tn
<br />3 1n
<br />Acaft m ow WNW
<br />► A-C
<br />T O R
<br />1 1/20
<br />p
<br />ILO
<br />tm
<br />-
<br />tm
<br />.at
<br />-
<br />} t •
<br />-
<br />"00
<br />INSTALLATION DETAM FOR REGULAR PANELSC & 10
<br />INTO EXISTING WOOD STRUCTURES
<br />_ q
<br />l 14-70 PANFIWIE M.L1S \ _ 14-1a PNiE1WTE 1 7 _,_Ei4-1p PANELMA7E PLUS
<br />�jj
<br />�Se 1 7 da f 4`O.aW 78' J /
<br />/ J "4, /
<br />f' 7/$'O !' J'"� 7FBYPAD/EO F`ENEiRA'tNDN 40
<br />i TFMNG PENETRATION YO T AXIED PENETRATEON WHO
<br />r. N IXSi1NC WOOD HOLiMER EL75Rh0 W0O0 EADER
<br />,DOSBNG WDDa RE4KIR HEADER
<br />y/ Pa3j 77
<br />�
<br />s ( • e DNRr 1auD 131^W s11m
<br />1 EVERY snD I E 1
<br />WOOD HEADER WOOD HEADER Mn
<br />'*� 1Kn F
<br />REQUIRED-- 11 REQUIRED
<br />o
<br />J1SEE 5mmu ON , SEE SC IMM ON SEE SCHEDUX ON
<br />SHIFT a ',' Si¢T a ; SWEET a 1
<br />FOR V. - FOR Min. SEPARAOIN � FOR 16 SFPNtMICN �
<br />L r. m wJasa TD a.m. /
<br />--
<br />--...- - --- '1- MaU PANEL LENGTH __�. _.. .--yi..-.- Max. PANEL IEN01M ---- -- -� Max. PANEL LENGTH
<br />InY-7oY/ SA ' (SEE NOTE 1) f/4•!-2mn• SS._ - (SEE NOTE 1) 1JAY-t,Att s5, t (SEE NOTE E 1)
<br />YS WJ T/rs i WS X/ T/r! a its X/ ]J6•Y 1
<br />OF
<br />OF "L ` OF •L MAX 1
<br />I
<br />j - MAC i LINK CANT. k
<br />I :ti I
<br />I _ I ..T26a,•
<br />X/
<br />a/r• a t
<br />Ea 7 ltEFfY SM a l Ea, • 12 1/Y O.C. WND MIFF a
<br />jf
<br />,/4'm LAC SCREWS
<br />@ r
<br />2'k4• WOOD RA 1 ;` YN' WOW PLATE 1 ' 2W WOW PLATE MIt. TNREAIIEO
<br />-t_N_I is-,0 PAMDAEAIE PLUS
<br />REOUIfEO REW,RED II REQUIRED t _ {', PEHErmTGN AT
<br />I
<br />-'
<br />IR ! Oat 4' PENETRATION -0 :°• - I '.. 7I MQWIGTH OF PLATE
<br />I 1
<br />I 1/Oro LAC SCREIVS O
<br />f M81 I/'idTH OF PLATE Z i i -'-.$"
<br />L } aC. SiO w/ '
<br />„/Y U } �f
<br />'-'
<br />OF
<br />DIRECT MOUNT '��'- AT MGFnmHH PLATE
<br />AN DIRECT MOUNT NQ INSIAUKUH DIRECT MOUNT 6 flLL_WOUNTINQ INUALL&IM
<br />scAE 3j8-1
<br />SCALE 3/8-1- SCALE 3/9-1-
<br />L(DTSTT
<br />I. INSTALLATIONS FOR ALTERNATIVES BW. SW & 10W ONLY VAUD FOR liNFty,h
<br />. DESIGN OADS UP TO +4J.B. -48.0 p.SJ. AND ylpttllL
<br />PANELS LENGTH UP 4w
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN '•.;P
<br />4•: t;ENs
<br />PINE NO. Z W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. SY`: la ✓r FLORIDA BUILDING CODE Hi h VelocityHurMcone Zona
<br />s
<br />NOTE FOR COMBINATION OF SECTIONS: No. 410 i �G T4'�°''"r' 20 GAGE GALVANIZED STEEL STORM PANEL
<br />S * .�-. DRAWN Bh
<br />7*;
<br />TOP I BOTTOMDINA MOUNTINGS CAN BE '
<br />COMBINED IN ANY WAY 7O SUIT ANY � "O'•, ST TE ��' "-- j ` GLOBAL PROTECTION PRODUCTS, LLC. °1J yJ2or°
<br />'L�NC•
<br />�;�D FL
<br />INSTALLATION. •.• Rl� - 4ma sW. 51 SRw
<br />x ` ,�' TESTIIM k EMpN COINP Y tMtYE, FL 373,a 2D-T76
<br />R. a,w PNpVL (I5,)M-7344 FAX (NSf}NM-aFI7
<br />eat ptl°)a or
<br />rAiy,1S1T
<br />NA1 L W.•.AM W . „Wra. lMIa4M x•
<br />(AD"'°oa�ito
<br />M*i,W
<br />E`�E XALIEW A WAR A. PE. ,a-u3 - DEtt tt M %
<br />I
<br />SOL SCHEDULE
<br />ON SHEET
<br />FOR MIL
<br />TO CLASS
<br />M
<br />iJ2• a0.
<br />Clow
<br />SEiOIAFiS
<br />I
<br />'i. �'� 1 pf�i� QJC.M.
<br />Yx E f{ q/i'• LM S.EAflYS e r me, W/ I I/Y
<br />I 1t j LWa THED Pfl�}RITOFN DR
<br />1 . III i/4T.D.5fr tO,G BRA44 DWAG W/
<br />1J4-•-2aYA" 5.5. n E R
<br />FPLUSLMTE FEYALE D dT
<br />PTNa6tAM1E PLUS a s' O.C. N f i/2' -
<br />PLATEED PEKE/RAT1°N TO W0M
<br />SITE
<br />WALL MOUNTING INSTALLATION
<br />ALTERNATIVE 1 W
<br />1. NSTAU/,TfDNt APE ONLY VAR FOR SMlDN" WON "a DESOM LOADS UP m
<br />+SS.5; -72.0 PM AND PAN&1`S LF7NGBi LP TO
<br />$ PIKEMR tab. 2 N% D4MRT OF AS EQWOW °WOL m BOtTTNQ6Y _. .
<br />Fir
<br />,ALTERNATIVE
<br />Web
<br />2
<br />iI
<br />f
<br />4 1��t
<br />S
<br />WOOD
<br />Arou P1AlE
<br />REOUIREO
<br />ALTERNATIVE
<br />4
<br />N
<br />U
<br />>
<br />O
<br />C
<br />U
<br />CL
<br />O
<br />.�
<br />U
<br />to
<br />O
<br />O
<br />C
<br />S�
<br />�
<br />O
<br />1�
<br />Q
<br />�
<br />L:L_
<br />y_
<br />U
<br />O
<br />0
<br />V
<br />�.•1./,.�,/
<br />V)
<br />C
<br />Q
<br />Gk
<br />CL
<br />U
<br />C..
<br />t
<br />N
<br />,1
<br />ALA
<br />r
<br />�t
<br />Q- "Q
<br />1A
<br />C
<br />O
<br />C
<br />U
<br />Lu
<br />i
<br />U)
<br />SHEET NO.
<br />SH 1.1
<br />
|