|
CLOSURESEND INSTALLATION IN EQURED C NCR T
<br />CONCRETEW + VAUD FOR REQULAR., LIFE
<br />SAFES & E-Z EjANG STORM PANEL T) SYSTEMS
<br />I
<br />4 - : I 1
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<br />WOW FRAME
<br />3 1:Y -1 ® & ,L`l' REQUIRED 6pfi3-i$ Ate [U+i M.UM.
<br />qNC E WITH t /.'.. 13/4' ...
<br />_ -� IARCON O tat D.C. 4
<br />Y((1 )- _ - t,.
<br />R JIM.-.,
<br />BLO m R V., CONCRETE. E.
<br />- 4' • rt $ 1 . 1 I # Af+CON / . j POURED cars -
<br />BLOCK (R1 2 WORD FRAME ` 2 kET[, 4 - _ L'oNLAE-tE $LOCK1' AYi;SfOR p Z0t:. ( ~ -Y /
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<br />'t SHEET
<br />1 i58D 3 OS Ht64 POURED CpNCREPE, C1E
<br />- ® Ras* METAL ALUM, LM'HG FIATE
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<br />CASE A PLAN) CASE B (PLAN) CASE C (PLANS CASED (PLAN)
<br />I
<br />SCALE 1/4"=t" SCALE 1/4--i- SCALE 1/4",=I' SCALE 1/4'st"
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<br />_- .. 9 I 1 SQUD-SET OR CALK -
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<br />e . _ (MlW.:PANEL C17NCRETE .00X iNf VARIES 7'a'1 9• 1A1 FRAME REQUIRED A$ APA.ICA6:.E 10 & ,i)
<br />(4) & {�/Vf
<br />OVERLAP BEYOND 2.4' Wwo FRAME g" AMa.
<br />OPENINO WIDTH) PN:D CONCRETE. CONCRETE REQUIRED ll
<br />9LD0X OR Vw WOOD FRAME I, t „� '$ 4 „, i
<br />_ _
<br />4 , REQUITED t'=. ,+._., ivr�,..y. ( ,,r` I,:: g i 4` Mn.. j
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<br />• �,1GEN�, •••.� i.
<br />.CERTIFIED PANEL INSTALLATION AT WALLS W/
<br />' No, b4187 "; � SURFACE LEVEL VARIATIONS WITHIN 3/e
<br />1 *', * : * = FLORIDA BUILDING CODE Non High Velocity Hurricane zone)
<br />S F - eYd120 91C fF.
<br />CASE E PLAN) CASE F (PLAN} k-: `lJ%
<br />= �•. 24 GAGE GALVANIZED STEEL STORM PANEL
<br />SCALE i/e-l' SCALE 1/4".1' pry, .., Q IDV, ,•: it+�.e .L" Da44AI BY.
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<br />441E
<br />(VAUD ONLY FOR PANEL TQINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 5 & 7)
<br />MAX. RSA.
<br />PRE5 DE IGN RE
<br />5U
<br />RATING
<br />(F.€.t.)
<br />H SPACW POET E.D. +. AS SHOWN OFF INLETS B & 7 MAXIMUM ANCHORS C
<br />APP UCABtE
<br />TO
<br />f 6: ANY
<br />COMBINATION
<br />or TFIEIM
<br />MAXIMUM
<br />PiUt EL
<br />LENGTH
<br />Y'*
<br />(tt.)
<br />TAPCON
<br />LAC SCREW
<br />T
<br />PANt],MA E
<br />FEMALE ID
<br />P ANETSAATE
<br />PLUS
<br />WOOD BUSHING
<br />13,
<br />13`
<br />13`
<br />1S
<br />137
<br />IW (TOP)
<br />3 -
<br />-' _ -
<br />1 '
<br />W
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<br />6 7 a'
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<br />-6 t_ 2`
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<br />A SEE TABLE #1 FOR MAX, A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 07,FIS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />MAX,A4.
<br />MAXIMUM ANCHORS SPACING FOR E.D.EDA5 SHOWN t4 SHEB & Z
<br />APPOIABE:
<br />MAIMUM
<br />DESIGN
<br />PRESSURE
<br />RES E
<br />RATING
<br />TER14A
<br />9F & AN Y
<br />tX)A�IN4TId4
<br />PANEL
<br />LENGTH
<br />Y'
<br />TAPOOlP
<br />LAG SCREW
<br />P ANEUAATE
<br />FEMALE IO
<br />PAN TE
<br />ELMA
<br />PLUS
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<br />13"
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<br />73
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<br />P IS
<br />T FOR MAX. A...D. DESIGN LOADS &MAX. PANEL LEt,IOTEiS WREN SPACER * SEE: ABLE �1 S
<br />USED CORRESPONDING ONLY TO ALTERNATE 2W' ON SWEET 6
<br />imu
<br />it A
<br />A.S.D. DESIGN LOAD
<br />iM)DMUM PANE'
<br />LENGTH
<br />40 PSF OR LESS
<br />6'-8.
<br />> 40 PSF TO 50 PSF
<br />61-2.
<br />> 50 PSF TO 60 PSF
<br />s 10
<br />A MAX PANEL. LENGTHS ARE ONLY VAUD FOR tWALLATIONS
<br />W/ PANEL MATE ID OR PANEL MATE PLUS
<br />ANCHORS & Wf 8 tl'o £,$i1tNTMr312+..1/2" O,G,
<br />INSTALLAT T
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<br />I 'L' Nos.
<br />PAHF:. LENOI,1
<br />It % ' A dT 1' MAX.
<br />-'_-. '' -T- 6' PANEL LENGTH
<br />ii
<br />R. _.
<br />B_-
<br />-
<br />5� ELEVATION
<br />B 8 SEE ELEVATION
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<br />Mlrz
<br />1
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<br />u _i... I ON SHEET 12)
<br />g--SEFARAT'Arr
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<br />I TO YAC4-I
<br />- _-
<br />i ,-# f i[-01 L0
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<br />EXISTING POURED- L.D.- I i
<br />GCNGRFIE pR c , I -. I,'
<br />REQu9mr aLOCX I O f2f2 oc
<br />i
<br />ECT10N R-3A
<br />1/4'W PANELMATE PUUS _-
<br />ANCHOR 6 12 I/2' QC, O REGULAR PANELS
<br />SEE SMELTS is & NC to FOR AHDi =nW ren & wo FOR
<br />IbTALLOIDAIS WOO WOW FRAME BUILDINGS
<br />MRNMUM ANCHOR $PACDOS MO t W LAA EDGE 067A5Mx
<br />ARE WO"IED ON THIS SCMUV- FOR LR, LESS THIN
<br />WOICATm ON SCHEDULE REDUCE ANCHOR SPACING BY
<br />MULYPLYMG SPA= SHOWN ON 3CHEIXiLi PY THE
<br />FOLLOWING I'ArTORS. FOR THIS WERAT" TO HE POSAAL
<br />REDUCED SPACING OWAMEO USING FACTOR E,MLL NOT BE
<br />LESS THAN MMIMJM SPALINO INDICATED FOR EA:H ANCHOR
<br />TYPE ON THIS SCHIMLE_
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<br />REQUIRED.
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<br />MAXIMUM A.S.D. DESIGN PH U ING 'p. ,,, - NG MAXIMUM ANCH 5EAGW9—lQHED=
<br />11
<br />(VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5)
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<br />DESIGN
<br />PRESSURE
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<br />LENGTH
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<br />DESIGN
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<br />MAXIMUM ANCHORS SPACING FOR MW E.D. PER 5CI4EDI11E BELOW
<br />APPLICABLE
<br />A
<br />&ANY
<br />W,V, MUM
<br />PANEL
<br />LENGTH
<br />L+
<br />(Nt,)
<br />TAPCON
<br />SOUR -SET
<br />PANELIMATE
<br />FEMALE 10
<br />PANLTAtAYE -
<br />PLUS
<br />ZAMAC-NNUN
<br />CALX-IN
<br />TAPCON
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<br />RE RE tP CA 0
<br />' 'j ,r 114"O TAPCON .,. �' _J 4'0 TAEGOt9 - __ I,j4`0 TAPCOkI a`A4° W 1
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<br />`, -ANCHOR r r
<br />- 0 9" O.G. ABHOR to H' O C. ANCHOR 6 $" O.C. PLATE _
<br />.. TAS'OON
<br />STAGGERED W/ STUD . $ 1 STAGGERED W/ "iTrJO REQUpD tI-[ _.1J4'W
<br />ANCHOR O S+ OX,
<br />#
<br />{ ..-MATE WOOD ' ) . ..-PLATE WOOLY )
<br />:., T Y
<br />`' -' `"' ....'.' REWIRED .1- ,,..... _F •':a REWIRED
<br />.. I .
<br />-
<br />ajJSf At RNYE R- ATIVE $_ A�LTRNATiVE R-28W
<br />L
<br />BEG TAB lt S14P.FIY PAN 2 3T.LAR PANELS 0 c_erHTY PANEL
<br />WALL MOUNTINGS y WALL MOUNTTNO
<br />SCALE 3/8-l' scAu 3/8-1'
<br />i T19N44)Jr1!
<br />` `L
<br />.y1���, ?. 'iGENS '• ? is FLORIDA BUILDING CODE (Non High VeloCil NUT one Zone)
<br />- - -
<br />Fes+++ {
<br />t _ ffi42D ,lfrll�EA "
<br />41 �f% 24 CAGE GALVANIZED STEEL STORM PANEL
<br />i. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN - 0` � � ___ ,X44WYt Im�
<br />PRESSURE RATINGS (p..J) AND PANEL LENGTHS AS = * . * s"-'", �-•�-� - / t GLOBAL PROTECTION PRODUCTS L�L,�"� 6TJ�/1S?a
<br />1_T L I E C O
<br />PER ELEVATION ON SHEET 12. , -,D% 5TATEO � .^'. ..-. / #Tic. 1 AOME
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD Sa _ -
<br />'' . F ORIDY',: • • Y4.S�".347 Ttt7,M, yw ---, dw::aMW . q aEOD s.W. s, 61RO.T
<br />6&e, FL 3xiif
<br />MEMBERS T6 BE SOUTHERN PONE. POD 2, W/ SPECIFIC g:.4' ,..,.: UAH wt-taa•,. .,.Am w,-,.v. fmmvE, (AJ ROI-750. FAX: Us.7Nl9-..ar9z 20-!7S
<br />•'•,.•,•'
<br />DENSITY OF LL56 OR EQUAL x. 4L ',_ �- ! r f1.c€Ac0 AMC Iq Y. MAC... AM RRi7 - Na:
<br />I
<br />CA'9O1i6719
<br />eMNhtlsiAWTE WAL11S A hLLit ar, Pf 1 Ma.- m .
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<br />MAX. A.S.D.
<br />MAXIMUM ANCHORS SPACING FOR WIN E.O. PER SCHEDULE BELOW
<br />� ' E
<br />MWWJM
<br />.MAX. A.S.D.
<br />MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW
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<br />SEE SHEET I FOR ANCHORS 9YPE & VACR FOR OStM IKIDONS wo WOOD FRAME BUe.DI.RB
<br />W UINtMW ANOrOR SPACMES AND MINA" fDOE OWANCE ARE AMICATED ON HCrR IS .9#ou POP Ell,
<br />LESS THAN INDICATED 01i WIVILRE REDkICE ANCHOR $10024 By M#A.nPLYW. 6PACM SH*" ON
<br />SCHEDULE By THE rouxeMe rADTow FOR'Pos oAE"T" TO BE POSSIBLE, REDUCED Spww
<br />DWAn6D USING FACTOR $COOL W BE LEW TIN+ MWAIUM 1AWANG INDICTED FOR LAW AMC OR ,YPE
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<br />DESIGN LOADS & MAX, PANEL IENGT€M�Y* WHEN SPACER �l5 USED.
<br />TABLE (1 A�
<br />AS,D. DESIGN LOAD
<br />MWMU G PANEL
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<br />6'-B`
<br />> 40 PSF TO 50 PSF
<br />61--2.
<br />> 50 PSF TO 60 PSF
<br />5'-10'
<br />a VAX. PANEL LENGTHS ARE Y VAUD FOR INSTALLATIONS
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<br />INSTALLATION D^MISS
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<br />' Max_ MAX.
<br />6 $
<br />P p. e.ENOTH I ANC [ Mno1 € tLNEz
<br />X i
<br />_ :.- .� � --T - _ ISLE ELDMAiIOk It I j ISLE ELEVATION
<br />i• Min. Ag'g {ONSTOLES 1?) k 7--i-._. E ON SCE7 12)
<br />--SEPARATION - i 'I TI 1 4
<br />TO GLASS
<br />1
<br />P r t I
<br />=1
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<br />31a SIff, _ ___- _ ___ 3 / € _� -- I
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<br />f ,/e% TAPCOH a1 A_ ,/4'0 TMCON -
<br />ANCHOR 0 9" O.C. ANCHOR 0 S` O.C.
<br />EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR
<br />-CONCRETE BLACK REQUIRED. "-tONCRETE aLOCR RECXNREO.
<br />SECTION R-1AL
<br />O REGULAR PANELS 9 LIFE SAFETY ANEL
<br />WALL MOUNTINGS
<br />SCALE va-,".
<br />15 & 1$ ADR ANCHORS
<br />ANCHM ITPC
<br />u^ Yf!"
<br />TYPE & FOR INSTAUATEON'S INTO
<br />T+ACON
<br />WOOD FORK OR SMG5
<br />MIRIMUM ANCFXirT SRA+,TfM.6 At+O MINIMUM
<br />A"*" *OKIR VAM4 B.4
<br />s
<br />EDGE DSTANCE ARE INDICATED 04 THIS
<br />SCMEOLEL FOR E.D. LESS THAN 9OICATFD
<br />ON SCHEDULE REDUCE ANCHOR SPACING
<br />"impauir4ro9a
<br />wn-ii.l '&;;; (m3
<br />.SA Hbdt (ta)
<br />3 ..
<br />3..
<br />AOB19. [D6[ '.
<br />EY+19R Y
<br />By MULTIPLYING SPACING SHOWN ON
<br />SCH oUZE aY HE 7X.tVWMO FACTORS,
<br />FEW INS OPERATION TO 9E POSSIBLE,
<br />REDUCED 'SPACING OaOAMEO TI MO
<br />FACTOROAI 'SPAC NUT DI LESS THAN
<br />1 t/2'
<br />x 1 f2 _.
<br />_ _
<br />--,-
<br />"I
<br />_ --
<br />NMwwM T"VE OR 1THIS SED MR EACH
<br />ANaR}R TYPE OR THIS SCHED1eF
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<br />I AT N -.-.. SEE EtEV W S ELEVATION
<br />YR' F t
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<br />R V i Nm I i z ON SwEE1 12) 11 1 j ON SHEET 127
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<br />MC.4,m 6 S' D_C. ANCHOR O 91 O.C-
<br />__EMiINO POURED CONCRETE OR EXISTING POURED CONCRETE OR
<br />CONCRETE at= REQUIRED. _.-CONCRETE KOCK REWIRED
<br />SECTION R-2A SECTION 8-29
<br />O REGUIjcR PANELS O LIFE SAFETY PANEL
<br />WAU �10UNTINGS
<br />Inrntpf,,.. $GALL 318®1`
<br />INSTALLATION
<br />F R LIEE SAFETY PANEL
<br />i
<br />F
<br />INTO WOOD
<br />STRUCTURES
<br />i
<br />,,,
<br />',., Rol
<br />:,. _.
<br />-IrT
<br />pr,
<br />.. ,v ,i WOO HEADER
<br />.. REQUIRED
<br />-` _. WOOD HEADER
<br />,-`i -_ . _.. .REQUIRED
<br />{ -}
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<br />1 lje. TAPCON
<br />4Y TAPCON
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<br />ti I } PANEL LENGTH
<br />11 IV MAX
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<br />_ _____-_ PANEL LENX,°TR
<br />__ - ._�. __.__.,r__... 6
<br />D I ( SEE E`LEVATTON
<br />R e I SEE E A1IOH
<br />( EV
<br />ON S
<br />i! 1 SHEET az
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<br />.--_I-----..- ... _..7 ___7 ON SHEET 121
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<br />ALTERNA I� VE R
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<br />ALTERNATIVE R-38W
<br />O REGULAR-EANEU
<br />WALL MOUNTINGS
<br />SCALE 3/$..t'
<br />,awwHHEN1p�
<br />liP 0.• T... I/ ,y
<br />O LIFE SAFETY PANEL
<br />A`v\r,ENs •.9
<br />'• IIi(), 44187
<br />FLORIDA BUILDING CODE (Non !R h Velocity Hu TrIcons Zone
<br />t. iN ALtATiON ARE ONLY VALID FOR MAX, A.5.0.
<br />DESIGN PRESSURE RATINGS (ps.f) PANEL
<br />ELEVATION
<br />`A , 'A' -
<br />`o'•, STATE OF 'WO: �
<br />Q 4�y:• F(OR "`s
<br />o29aC Ta.7UC. 9+F
<br />14 GAGE GALVANIZED STEEL STORM PANE
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<br />',f it C
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<br />TEeTWO a ENw No coMPANY iyS3�,
<br />MEMBERS TO HE SOUTHERN PINE No 2, Wf SPECIFIC
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<br />-. �} a7I P,t6t+e• {sa.NaB-7343; 'At" Ta%4M�a797
<br />20-175
<br />L-
<br />DENSITY OF 0.55 OR EQUAL
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<br />SHEET NO.
<br />SH 1.4
<br />
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