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<br />12•
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<br />1 N/A
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<br />I N/A
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<br />I CLEAN- Ye N!
<br />I L OR 1 �,,
<br />1)!0 1•
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<br />"o PAMLIMTE PLUKO,
<br />-..RAW" jsL2TE�ACWIwO)
<br />MTORONEOOE
<br />/.'
<br />I l .-2O,IwSM[G.•
<br />nRA LIN {5!A NOK IA EELOw)
<br />IA •BWW}J
<br />L...._...�.�j,.1
<br />h �n i •'.'•�7•/•' f•S W/ 7/WNJ/32•
<br />�
<br />i�PENEIVATILN a T7 •
<br />1 A I - MV1 1Y O.0
<br />Nn. ( YH'
<br />'MT°OR
<br />11
<br />-
<br />`
<br />/.•. l/F. SORES e r 0[ W/ ,. ANY LAG Sf3E1.) • 9' OC. Wl
<br />, 1/7' A1N 11AEA(Ep PEK7RAi0N () Y, '-. //2' MIA TT PLATE PENETRATION
<br />k MOWImOF
<br />WALL MOUNTING ON EW.mn
<br />ALTERNATIYE 2"W
<br />! j . �}
<br />I lE WEOAWm
<br />_ Mn SEA+• WOOD wm
<br />o �T an ON IMF
<br />TIYE�1 'W
<br />:GALE 1/4.,.. .
<br />` 1 I
<br />PLATE IIEOVI 9AT
<br />ALTERNAI�
<br />SGME 1/4'-1'
<br />_ _ _ FLOOR TO
<br />-
<br />GE1t1NG MOUNTING
<br />-
<br />R
<br />tm�
<br />I INSTALLATIONS ARE PAY ALSO FOR DURDWA WITH A,SD. CNPON LOADS
<br />UP TO +M.D, -75,3 00 AND PANEL'S LENGTH UP TO 3'-SO'
<br />- INSTALLATION
<br />o[ _ 11„NH1wuuIi7f, LTLBNATIYE S'•W
<br />A. Tr-C/l
<br />ALTERNATIVE 4"W
<br />S(:/J.f +/•'-I'
<br />2 FOR NEW WOOD FAAK CONSTRUCTION, WOOD 11EMSOM TO IN SLA;Ir TPN
<br />PANE No 2. IY/ SMIFIC OUGM OF 0.56 OIL FOUAL
<br />? �Ep
<br />'�{,,SCANC
<br />GENS •• ✓9
<br />1/4'-I•
<br />`a`yslt;••''
<br />' - V E •' Y
<br />FLORIDA BUILDING CODE (High VelocityHUT tons Zone)
<br />NLIIE-)F+'
<br />- i No. 4
<br />-
<br />r ..aRCD. IN
<br />uF sPEcmG1p� AIa RFOU.EAw705 FOR RISE a OP BAN IAfY Ar TOP AS
<br />.
<br />= * : : *
<br />.
<br />20 GAGE GALVANIZED STEEL STORM PANEL OMAN,BL,,,
<br />11As PArat (SJ eoHKeroN ro 7R.ers N`d pe(T Al Iw`% BLsfe G,
<br />'SEA Olt TAMP SEDRs MTALUTIOH M( Or 4ADT ]7
<br />wMLwm tlr nr -
<br />". N'. STAT OF �_
<br />A .
<br />i_.�--� --
<br />-U.C.I-.---
<br />to/2eNWAw
<br />. AN,WA
<br />FA
<br />N-- QNO..•-I.M .. • LMI -.NMI
<br />WAN fUrt JM' MWALLARDI.
<br />NDIE
<br />WALK: 1/.' 1' AA4YI11 INCITE'
<br />5P41IFA TRA[Y5 NOT SiNVM ihA I LnM1, PEE 1[ALA9r-,UKR11R'
<br />G-pnAU, .
<br />PN.1TR A lllllA lr„ PL
<br />w
<br />f-1 -
<br />/ ♦I 7
<br />SAW M or H
<br />PANELS IN `TALLATION INTO POURED C0I4CRETEA CONCRETE BLOCK_ -Jk= (t)
<br />SINGLE mwrE C� TmRESTRAI)IED SINGE[ PANrt <ul ercTRALMrD AT LACK
<br />AT iQP OR BOTTAM END WRH TRACKS [3 - (4` " h C2 O$ D.M..O. O.
<br />11111114 TRACKS L'i) OR(A't R DIRECT MOUNTED AT__jw,N ENW ��'.
<br />MAXIMUM
<br />® ® ON, ll;
<br />PANEL LENGTH
<br />"L+" OR 'L-" (ft.) 0
<br />WAX*" AST. CONCRETE AI *DOD
<br />DESIGN
<br />PRESSURE RATIO INSTALLATIONS t
<br />(P...0 I+ or -) + . C-_
<br />no 01-01 I2'-O'
<br />ISO 12•-0' Tr-{
<br />Jac tl'-r ro•-r
<br />J" N0=101 ro'-01
<br />40t0 W.-I. r-4•
<br />Sao {=r• r-4•
<br />In{ r-r r-r.
<br />400 G,'. r-r
<br />Me S'-r r-4•
<br />___ Tao 7•-r r-r
<br />710 r-r 0'-10'
<br />4WD r--S r-r
<br />Eno r-0' "a
<br />Bad r-B• e'-r
<br />ALSO {•-0• 61-0'
<br />FORD III a•-n•
<br />FORD 0,-3• r-r
<br />IPr ad - 1-7•
<br />I nEo
<br />ILA
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR "L-' (ff.) D
<br />MAXIMUM AS.O. DESIGN CONCRETE A AYDOCX
<br />PRESSURE RATING MNSyTALIATIONS I
<br />(P..1) 1+ - -) - Le, I.. L-
<br />xo N'.I'I r3'-0•
<br />ILO 12'-10, Nr.r
<br />RL/ tf•-r ID=r
<br />310 IW-II' {•-0'
<br />440 101-01 91-21
<br />ILO III 6'-r
<br />Sao s'-r r'-1•
<br />S" r-.r 7 v
<br />Sao 4•-0• r-6-
<br />616.0 r-r• 11-1.
<br />n0 r..S• III
<br />750 71-21 01-0'
<br />SAB P-O* rA4•
<br />L9,0 7-e $'-r
<br />!L0 0'-11 0'-r
<br />!ao r-r s'-Ir
<br />Too.* 1-3• 1^^r__
<br />10G.0 r-3' 51-4'
<br />110.0 - 1'-I•
<br />rraD - 4•-ro'
<br />ner f -e'
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR "L-' (ff.) D
<br />MAXIMUM AS.O. DESIGN CONCRETE A AYDOCX
<br />PRESSURE RATING MNSyTALIATIONS I
<br />(P..1) 1+ - -) - Le, I.. L-
<br />xo N'.I'I r3'-0•
<br />ILO 12'-10, Nr.r
<br />RL/ tf•-r ID=r
<br />310 IW-II' {•-0'
<br />440 101-01 91-21
<br />ILO III 6'-r
<br />Sao s'-r r'-1•
<br />S" r-.r 7 v
<br />Sao 4•-0• r-6-
<br />616.0 r-r• 11-1.
<br />n0 r..S• III
<br />750 71-21 01-0'
<br />SAB P-O* rA4•
<br />L9,0 7-e $'-r
<br />!L0 0'-11 0'-r
<br />!ao r-r s'-Ir
<br />Too.* 1-3• 1^^r__
<br />10G.0 r-3' 51-4'
<br />110.0 - 1'-I•
<br />rraD - 4•-ro'
<br />ner f -e'
<br />MMWAIM SfPARATON TO DIM SCHEDULE
<br />MAXIMUM
<br />ANEL LENGTH
<br />MIND S►M 4 170 m n
<br />I WIND SPEED > 170 m.P.n
<br />('n)
<br />UNRESTIIAV/ED
<br />RESfRNME�IMIESTTWHED
<br />_
<br />RFSIRNNCD
<br />30 OR LESS
<br />1•
<br />'.
<br />r'
<br />6 1/4•
<br />)33 TO 00
<br />T.
<br />1•
<br />7 1/Y
<br />7 1/2-
<br />>90 To 145
<br />1•
<br />1'
<br />7 1/r
<br />7 1/2•
<br />)T401D
<br />I'
<br />- 1'
<br />-
<br />7 1/2•
<br />MINI YIn_PAKEL
<br />TEMP
<br />I'�Q!„TOM
<br />T
<br />MICK
<br />GLOtUIDi
<br />DIRECT
<br />MOUNT
<br />T'
<br />HEADER
<br />•U•
<br />HEADER
<br />1.8�S•
<br />STUD
<br />-r-
<br />TRACK
<br />rAl10Lt
<br />W
<br />-
<br />mwvzt YIXAYf
<br />4r•
<br />1.
<br />3Y
<br />35•
<br />6r
<br />W.
<br />1.
<br />4
<br />IAIKKI.6• STUD ANGLE
<br />3W
<br />1.1.
<br />32•
<br />42.
<br />38'
<br />38'
<br />3
<br />'r TRACK
<br />S6'
<br />32•
<br />3r
<br />4Y
<br />61'
<br />GO•
<br />rr
<br />I
<br />Sr
<br />32•
<br />1.
<br />M.
<br />wSr'
<br />w
<br />Sr
<br />32'
<br />32`
<br />3r
<br />60'
<br />SA'
<br />SO'
<br />WOOD ANCHORS _
<br />TSEE SCHEDULE ON
<br />SHEET I1)
<br />( II
<br />/
<br />�'� Wool) ANCHORS
<br />(SFr SCHEDULE ON
<br />1/4' Starr It)
<br />1`1
<br />MAX
<br />/2' 1
<br />Ili
<br />--`--T-- I WOOD HFADI
<br />I I REQUIRED
<br />1
<br />I
<br />I Mn.
<br />I
<br />I
<br />�
<br />..A 1
<br />I SEPARATION
<br />I
<br />1
<br />•L' MAX
<br />TO GLASS.
<br />I
<br />PANFI_ ILNGIII
<br />r(�
<br />1 (S'EE SCHEDUIF
<br />ON SHEET 3)
<br />U
<br />(SEC SCw WLE
<br />I
<br />ON SHCEI 3)
<br />YK
<br />I
<br />I/Ati-2aI•
<br />1
<br />I
<br />I
<br />I (Ur MDR -
<br />u 7- N a.')
<br />EXISTING
<br />GLASS
<br />I
<br />11DO
<br />GLASS
<br />2/4
<br />UK ACHM (SCE Somem E ON
<br />SHMM 6. 10 ail) -
<br />O
<br />1/4, 3/4, 4/5, 5/1 & 6/5
<br />I W/6. 2W/6, 3W/7 k 4W/7
<br />O R
<br />-i-T-r-r-i- T-r-I-T
<br />Ill 1.1_1.1,�1 fr'L1L_L1_l_1,�L111 _ills
<br />M
<br />A 1 _ - - - -
<br />-IV T I � H
<br />]UNBOLTED
<br />- - - PANELS BOlim PANE1d IT 1 4B-zoAl'
<br />(SU As S, M•5. BOLT r/ ISEA W{LA RP
<br />(SIDE 11IMMON5 A9 Al PLUCABLE)
<br />- I I i . _ . _l _L.l_1. I -I J j
<br />_ _
<br />C V/ O
<br />- If - [ - fli
<br />r sOr®.. 3 VAX � _. 'r MAX
<br />V `._.1- YIN
<br />I 2/4 1/4, 3/4, 4/5, 5/5 Ht 6/5 ,• LAIN
<br />IW/6, 2W/6, 3W/7 R 4W/7
<br />-- - -- - - ANCHORS (SEE SCHEDULE ON SHEETS 0, 10 mil) -
<br />REGULAR STORM PANEL (1) ELEVATION
<br />2-687' N.T.S. 1.s
<br />Ir (MAN. OIERIL P -1 1 HOU WBLEY) _
<br />M'"' `AP I SECTION A -A I �j
<br />N T.S.
<br />NdTM
<br />(1) L+: ASAANLU ALLOWABLE PANEL LENGTH FOR A GNTII POSITIVE AST- DESIGN LOIN.
<br />MAX ALLOWABLE PAWL LEM" FOR A GRIN WVITNE ASIN .O. DESIGN LOAD
<br />(2) PROCEDURE TO DLTWrW MAXIMUM PANEL LENGTH:
<br />OMEN A POSITIVE AS.D. DESIGN LOAD, OETFARNC AAXINUY PANEL UDIM •L.' FROM SCALALL
<br />GRIN A NEGATIVE ASo. DESIGN LOAD DETERMINE MAAIMUM PANQ LENGTH %L FROM SCHEME
<br />FINAL MAXIMUM ALLOWABLE PAWL LENGTH IS EOUAL 10 THE MNUUM OETER4RRD PANEL LENGTH
<br />BETWEEN 1.• Am 1-•.
<br />(3) SCE SCHEDULE Snow FOR MIN PANEL LEROIK fOR POROSITY OUAIFTCATON.
<br />I NSTALATXXNS INTO 'WOOD ARE LAIfiED TO , 95 PAf MAY 0, SO DESIGN PRESSURE RAIFW-
<br />U1 A$.Cr N S ,- 10 ! 11 FOR YAM A.50 DESIGN LADS Y MAX PAND LENGTHS FOR
<br />�_ A T tBNEN S.ACEA 60Q is USED
<br />* •)
<br />�1•,
<br />�iA••,
<br />-sSg
<br />'' F,' /
<br />0. 44167 ' `=
<br />4
<br />TATE Oc ` �' Tra _
<br />RID \a -,-,i/i.,...
<br />0 A .' N4
<br />/ // --
<br />A • .. 6 F � �'
<br />,IIIIH51Eet DNNAL/MR
<br />opw `K`T=.'°
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<br />- I L E C O INc \
<br />RLL-f ;TSP- �-!-.&w`unw c&F"-FAr
<br />... Prl'M` IA1r. `H,.A �'_ ;,FPY
<br />G-000., 1f
<br />ML1L1,-A 111I A,.. PL
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />G.,M •I
<br />�� PROTECTION PRODUCTS, LJ.C.
<br />ARM ee 51 LTRm
<br />oWci1.'-"'(
<br />P aA (w)r-7w r a Ae.Hn-6m
<br />IR7/nw
<br />DATE
<br />20-175
<br />M.Hes w
<br />flQl ) D N
<br />_
<br />_
<br />IF .....-.1.. 1 1 - -I
<br />ON SHE
<br />*
<br />o NAP qn
<br />e A ,/e cc
<br />ED
<br />OEA
<br />_. _�- MHO
<br />SEPARATION
<br />TO GLASS
<br />---_. (SEE SCHEDULE
<br />ON SHEET
<br />I
<br />i
<br />'L* uAx.
<br />PANCL LENGTH
<br />(SET SCHEDULF - I
<br />ON r-HEEt 3) 1 I ,
<br />I
<br />I
<br />_ . .._.
<br />�_
<br />- 1
<br />' I� K ° 2
<br />I i ;Dx I I 0 t2 1/2` O.C.
<br />I I .. Or L cO - 1
<br />F, 1
<br />1
<br />1
<br />EIO 1 1
<br />I. _ I I w00D ANCHORS
<br />1 - 'L{�j..- STAGGERED W/ STUD
<br />EI I - '- - I (SEE SCHEDULE ON
<br />S1 Y SHEET II)
<br />2`.4' WOOD 1 -O *mm -1 I
<br />PLATE REQUIRE WOOD uNHORS
<br />1 r +PH >T 3 WI E Tn aAS4 ITOICR 1' 1 PLAT. 1000
<br />REQU
<br />` 1 �'�� W/ SEtID IOpNN 91B[T 3 ANY BL AmUC6 Io 1/.' u PLATE REWIRED
<br />:..� I 1 (SEE SCHEDULE ON IDIO A, M rounwrNo cGNon,Dn APT
<br />it SHEET I1) OOYPLEO wW,
<br />,•"1 (1) Al �GCT� IHKSSLNL
<br />Do MnwAr stm, .ANTI ,r,tcn, D WALL MOUNTING /DIRECT MOiM
<br />WALL. MOUNIlNS7 IS) xmm PANEL I mt-Fro, w o aY ALTERNATIVE 2W
<br />ALIE Vf 1 w sea AN EXISTING wo0o H.w WALL 1 5ULL 3/B-1'
<br />',-IF 3/r,... --- (a) 0N11A,LAHON ML1I O KI FDA "No
<br />201ES 2 • l ra Am [ _---� `LAIN 11 Mi..H'*r ft",
<br />EX40 1. A1N•I1 fA
<br />- -- --- : �1E ......,((/l
<br />HQIiS v �P ''VCEN : /p
<br />NOTE EDR COMBRIA1jQR-oFSEC.TIRN5 1 INSTALLATION ARE ONLY VALID FOR MAX. AS.0, - NO. 4416I 'E
<br />DESIGN PRESSURE RATING (p.E.I) AND PANEL LENGTHS a It
<br />TOP DIE BOTTOM MOUNTNGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR =
<br />'- STATE OF - �_
<br />AN COMBINED IN Y WAY TO SUIT ANY ALTERNATE 2W') ? -0'- .,,,_ :'.•-,•--,,
<br />INSTALLATION. 11 ..
<br />F(ORIO , ___-
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD Cv'E4P T
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC S/
<br />DENSITY OF 0.55 OR EOUAL rNNMRRwMi. n mILAI-t[
<br />• 1MIN •IR Tom-)
<br />1' MO.
<br />-- --" I PAWL LEW
<br />I (SEE SCHM
<br />.-,� -. __ ON S;HICT l
<br />-__ -
<br />- , , SPACER
<br />LENGTH I MAX
<br />I
<br />1
<br />----- ,
<br />I I I---L---'
<br />®1 A„ SE. LOW ALUMINUM SPACERS 0 12 '
<br />OG. (SEE TABLE 11 ON SMELT 11.)
<br />SEE NOTE - BELOW FOR LIMITATIONS FOR
<br />I I/Y LONG SEEMS.
<br />-PANEL MATE FEMALE ID OR PANEL RATE
<br />PLUS (SEE SCHEDULE ON SHEET 11)
<br />2`.4• WOOD
<br />PLATE REWIRED
<br />DIRECT MOUNT W/ SPACER 0
<br />ALTERNATIVE 2W'
<br />SCALE 3/11.,-
<br />SEF TABLE It ON SHEET 11 FOR MAX. PANEL LENGTHS Ar
<br />MAT(. A .D DESIGN LOADS FOR THIS INSTALLATION,
<br />** III=. --]
<br />vA M MIT K 1 I/Y LONG P:
<br />I,) NWNUIION B Learn; TO A DA row, e1A zotaJ ,An. 15' o'
<br />INA III A" NOpn (MID N A P99TIWDnON FROM AT
<br />6)um woo 01AWOIn.Y NMGTm ON *w I:).
<br />U) ANCNm oXWG THIL, CoMIDNEYt IN PAL. WR FDML N ON
<br />P."a NAR nUST 9NNL K vA= AIMIMAA ., D I/a• OC.
<br />(HMS I A ATYTfA HIOU f2 1/2' O,C. WA0N6 ALIMED ON
<br />THm D)
<br />(3) MAX 24 G•ol tVNL LENGTH 6 LAN1(O TO M- AI ANY OPLINNG
<br />((111M166 D A ROtMCIIDI FROM FARGEN NAIL ISNCIH A ALU)WU` ON
<br />9cK/OAL swntT ").
<br />(.) 1 1/2' LONG 3PAL[R COPIOOW I9A SHALL N AS PH01Gm DN F
<br />/NET Z. OFTALLAT1pN OF 11/7• LIXIG SNICER M XI DAY
<br />,AA)" PANG �1. 2 AND 3 Af nrITANO, w �T-1fII STANWItO AND •K-3020 (7U fIRF10N) or THErLAIOA�
<br />-Im
<br />wj� L•aa
<br />FLORIDA BUILDING CODE Non High
<br />Y•loof Nut arm,Zone)
<br />41RON n/lm. wK,
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />PLAN w'e+.
<br />e'
<br />TIN E C O INc.
<br />GLOBAL PROTECTION PRODUCTS, LLC.
<br />M00 L.. 51 5"w
<br />Best FL. 31)L.
<br />PINK. (W6FMWF-TOIL FALL W.)Nw-rr[7
<br />w'm
<br />I r 0,N COMPANY
<br />.FT - - r WN .AP.• w4WWR n. AN.
<br />nNy.n_11q�tMNHI-,AI
<br />2D- 17S
<br />r.w aW.'719
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<br />-.w.,Ar
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<br />NW[
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<br />1. STORM PARR SIAWN ON TWS PRODUCT EVALUANLN DOCUMENT (PE 0.) HU$ BEEN VERIFIED FOR COMPLIANCE M ACCORDANCE - 1/4•I IAPCON ANCHORS, AS MANUFACTURED BY II, W. BUILOU INC
<br />WIN THE 2020 (7th ECTION) Or INC FLORIDA BUILDING CODE THIS SIDRM PANEL SMALL NOT TIE INSTALLED AT RICH - 014-10 PA14CLMAIE FEMALE 10 AND PAN[LMATE PLUS ANCHORS, AS MANUFACIUREU ETr ELCO CONSTRUCTION PRODUCTS.
<br />--I- RURRICANL ZONES (YWLI-DADE / BROWARD COUNTIES). - 1/4-0 LAG SCREWS PER NOS
<br />DESICN WIND LOADS SHLAIL K DETERMMEO A. PER SECTION 1609 Or 'HE ABOVE MENTIONED CODE. FOR A BASIC WIND - 7/IrI . 5/5' WOOD EFUSWNC. AS DNSTRIB'URD BY ALL POINT SCREW, SALT A SPECIALTY CO
<br />T FOR A F Y T 1 WHF STORM PANEL WILL BE N5 1 AND 0 DNSC110/IWtt ACTOR
<br />SPEED AS RCD B JVRISDIC ION Rf Al1E . RENG H [
<br />ILD.O.BS, 115MG ASC:E 7-16 ANU SIILLI NO [XCEED ME MAXIMUM (ASO) bC51GN PRESSURE RATINGS IIOICA7'ED ON SHEETS CT) WNINUY TMRfADm PENETRATION WrG IY000 UN 1APCDN ANCHORS SHALL BE /7 AND 2 OR ELCO PANEUMif Ru5
<br />3. 9 THRU 12 a 17, 16 AND PANEUM�E FEMALE R)
<br />P 7-I T
<br />A TM T ULTIMATE WINO LOADS DETERMINED PER ASCE r SINML BE i M T ARV F ABOVE GONM ON TE DESIGN! ORDER 0 VE
<br />REDUCED A5 D DESIGN PRESSURE RATING BY 8r 0-6 M ORDER TO COMPARE THESE W/ MAX (KSC;) C lj MINIMUM THREADED PENETRATION OI LAC XR[W. O TMEADEU
<br />THE WOOD FRAME UNIT THREE BC , 1ETR
<br />AS I
<br />RATINGS INDrCAtCD lyl SINFtS 3, 9 if/RU 12 ! 17, 10 PENETRATION INTO StUtCO S/HAl BE CONSIDERED 45 PART Of ME ACQUIRED TI.READFD PENETRATION
<br />I MSICN PRESSURE3, 9 THRU 2 &
<br />E
<br />I IN ORDER TO VERIFY THAT ANC14ORS ON THIS PC . AS TESTED WERE NOT OVER STRESSED, A 331 INCREASE IN ALLOWABLE
<br />STRES; ron MIND LOADS WAS WE USED M THEIR ANALYSIS, FASTENERS SPACING r0 WOOD HAS SELH OCTrRMMCD IN C, 3) MINIMUM EDGE LASTANCF OF LAC SCAICAS, INTO WOOD SMALL BE AS INDICATED M THIS DRAWING
<br />ACCORDANCE WITH N.D.S. 20te
<br />STORM PANG.'% ADEQUACY r012 IMPACT AND WIND RMSTANC( HAS BEVY VERIFIED M ACCORDANCE WITH SECTION 1TA9.1 : Of C.4) MINIMUM PENETRATION OF WOW WSRNNO SMALL BE 5/8- 7/4- 0- 20 SCREWS USED SMALL BE , 1/2- LONG MIN4UM
<br />INC ABOVE MENTIONED CODE AS PER AA/ERICAN TIESW OF SOUTH FLORIDA tIEPOr(15 1081401-01 AND 1021902-09. AS SHOULD STUCCOE%M. AND t' ADMIWM FOR WALLS WITH IA STUCCO
<br />PER SSTD 12-99 k ASTM C 330-02 STANDARDS. MO AMERICAN TESTING LAB SOUTH FLORIDA REPORT 11123.01-10 AS PER
<br />IAS-201 AND TA5-20 PROTOCOLS. AMC AS PER CALCULATIONS PERFORMED UN 4CORDANCE W/ SECTION 1604 OF THE CS) M CAST nAf STONE. OP PRECAST14To CONCRETE PANELS, OR HIND BOARDS K r01MD ON THE LX151INC
<br />RLACIU
<br />$AREA O LONG ENOUGH REACH THE MAIN STRI1CfVR[ BEHIND SUCH PANELS
<br />SHALI1
<br />FLORIDA BUILDING CODE WALL- ANCHORSSHALL
<br />ANCMOMGE SHAL BE A5 MENTIONED INC 1), C 2) L t.a)
<br />1
<br />2. ALL ALUMINUM EXTRUSIONS '10 BE $063-75 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) SEC SHIM 2 (0) ANCHORS SHALL Is INSIAL.L.fD FOLLOWING ALL Of THE RECOMMENEIATION$ AND 5P1ZWK:ATIONS LAN IN( ANCHOR'S MANUFACTURER
<br />3. ALL ALUMINUM SHEET METAL USED AT CIOSURL:S SHALL HAVE 3105-1114 ALLOY B PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THRWGN 6 (SHEETS 4
<br />4. ALL STEEL SHEET METAL. PANELS $HILL HAVE STRUCTURAL QUALITY STEEL. ASIR A -OW GRACE, 80 LIMIMUM, G-00 GALVANIZED THROUGH 5) EXCEPT THAT PLAOI 40 SMALL NOT BE USED,
<br />11EE1 DESIGNATION W/FY- 92 2 Awl (ALTER ROLLED) V I SHALL 0E THE RESPONSBIUTY Of THE CONTACTOR TO VCRNY THC SOUNDNESS Or THE STRUCTURE WHERE SHUF'IER IS TO BE
<br />5. ALL SCREW$ 1O BE STAINLESS SHEET. 30a OR 316 ANSI SERFS OR CORROSION RIEWANT COATED CARBON STEEL AS PER DM ATTACNLU TD M$URf PROPER ANCI.ORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME
<br />EAIIIDINCS
<br />Bo0/0 V/ 7D 9rN t1FAD St1RP1GT11 WINO Ba A.I TENSILE bTACNGTH AIro S/CALL COLLRY W/ r1.pRIW bUN.01NG CE1L'L SECTION
<br />2411.3J.4. IC rx( H H:GLAAR StDRM PANCI WTn. LENGTHS OVER 90'. AS PER SECTIONS 1. 7. a, 5. 6 AND ALTL7NATIVES IMP, 3w • 4W ON
<br />SHEETS ., 5, D A NE 7 RESPECTLY: SHALL HAVE A LEGIBLE AND READILY VISIBLE MAPPING INSTRUCTING OWNER OR TENANT TO
<br />6. BOLTS TO BE ATM A- 107 GALVANIZED YIUL. OR AI51 304 SERIES %1AINLE55 STEEL. WITH 36 kei FMINIMUN YIELD STRENGTH SLCLINE PANELS WIH APPLICABLE RENr0RCEMCNT DURING PfR10DS OF HURRICANE WARNING
<br />I ANCHOR'S 10 WALL SWILL BE AS FOLLOWS It THE INSfAUATICN CONTRACTOR IS TO SEX/CMAX ALI. SHUTTER COMPONENT (DOTS WHICH REMAIN IN CUWINUOUS CONTACT WITH
<br />THE BUILDING TO PREVENT WINO/RAM INTRUSION
<br />(A) MJAW &-e2U=LQ .{C+BGTL
<br />- 1/4-0 TAPCON ANCHORS AS MANUFACTURED BY ON BUILDEX, INC (WTI H'c-3192 P R, ) 12 STORM PANEL INSTALLATION SHALL. COMPLY WITH SPECS INDICATED M THIS WANING PLUS ANY BUILDING AND ZONING RECUU)tONS
<br />- 1/1' P w 7/0' CALK -IN ANCHORS, AS MANUFACTURED By pEWALf INC PROVIDED DED BI 1NCJIA$OIC ION WHERE IS APTUED TO
<br />- w 300 SOLID -SET ANCHORS, AS tl151RI81lIEC BY ALA POINT SCRf W, BOLT R SPECIMTY CO 13 (a) THIS PRODUCT EVALUATION DOCUMENT (P EO ) PRE►ARTD BI THIS CNGINECR a GCNERIC AMC DOES NO• PROVIDE INFORMATION
<br />(MI,
<br />(WTI. 0 PANEL ATE FOR A STE SPECIFIC PROJECT. ,.0 WHERE THE SIE CONDITIONS DEVIATE FROM THE A I 0
<br />- 114-10 PANELAATE FEMALE IO ! PANCLNATE PLUS ANCHORS. AS YANUFACIURCO By ElCO CONSTRUCTION PNpOl1CIs
<br />I - 1/4'e ZAMAC /AKIN ANCHOR$, AS MANUFACTURED 0Y DEWK1. INC (D) CONTRACTOR TO BE RESPONSIBLE FOR ME SELECTION, PURCHASE. AND INSTALLATION INCLUDING Orr SAFETY Or THIS PRODUCT
<br />(A T45 PE.D HIF/SAE DOER NOT DEVIATE (ROM THE CONDITIONS DEFACED ON THIS DOCUMENT
<br />A 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4'; 2' FOR ELCO PANELWTE AND CONSTRUCTION QEBASED
<br />TY AT SITE 1$THE CONTRACTOR'S RC5PON51BILfM1
<br />, 3/4- FOR 7AAAAC NNLIN ANCHORS.
<br />(c) IMIS PRODUCT EVALUATION DOCUMENT WILL 0E CONSIDERED MVAUD IF MODIFIED
<br />A21 CAP - IN a SOLID -SEA ANCHORS SHAL % EMBEDDED 1/6• INTO THE POURED CONCRETE. NO EMBEDMENT INTO
<br />SIUCCO SI(AL BE PERMITTED. 1/4' 0-20 SCREWS USED SHALL W 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST, (d) SITE SPECNIC PROLO IECTS SHALL BE PREPARED BY A FRIOA REGISTERED EN(RNEkR OR ARCHITECT WHICH WILL BECOME DIE
<br />AND I • MINIMUM FOR WALLS WITH NO STUCCO. AND MAY OF HEADED SCAMS OR ALL THAWED SCREWS W/O HEAD, ENGINEER a RECORD (E O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR IRE
<br />BUt WITH WING NUTS PROPER USE OF THE P E.0 OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE
<br />P.E.O ENGINEER. •' 41 SUBMIT TO THIS LATTER THE TTE SPECIFIC DRAWINGS FOR PLY"
<br />A 3) M CASE THAT PRECAST STORE. PRECAST CONCRETE PANELS, PAVERS. STUCCO OR WOOD BOARD$ IE FOUND ON THE
<br />EXISTING WALL 08 fLOOR, ANCHORS SFWI- BE LONG ENOUGH TO REACH THE ARAM STRUCTURE a}INO SucM PANELS W THIS P.E.O. SMALL BEAR THE GATE AND ORIGINAL SEAL AND SIGNATURE OF ME PROX-0510NN
<br />ANCHORAGE SHALL BE AS MENTFUNEU M AI) AND IN A2). ENGINEER OF RECORD THAT PREPARED IT
<br />(a) LO LOfISTINQ SQhVfi 960%t Xf1L A50L_G_29" Ia SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />PANEI IN ACCORDANCE WITH SECTION 17091.2 Or FLORIDA BUILDING 000C, ONC LABEL
<br />- 1/4- • TAMON ANCHORS AS MANUFACTURED BY I 1 W BVIUIE:X. INC.
<br />SHALL BE VIED FDA EVERY OPENING LABELING TO COMPLY WITH SECTION 170213 Or HE
<br />- 1/4' • . 7/6' CALK-M ANCHORS. AS MANUFACNREC BY "ALI. INC FLORIDA BUILDING CODE
<br />- 1/4-w X 3/4' SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT A SP:CMCTY CO
<br />- 114• 10 PAMELWTE FEMALE 10 AND PANCIMATE RIMS MICHORS. AS MANUFACTURED By [LCO CONSTRUCTION PROu�111EH1
<br />- 1/4• a ZAMAC NAIIN ANCHORS. AS MANUFACTURED BY DEWAO. INC' 0S%: ___ A. TI
<br />��\;...1•.....%
<br />b l) MNMU„A [MBEOATFNt OF TAPCON ANL'110R5. ELCO PAWLMAfCS AND ZAMAC NALIN ANCHOP, INTO FINE , GEN '':��+�''� RORIOA BUILDING CODE Non High VelocityN,AnlGone Zon•
<br />SLOCA UNIT VIAL BE 1 1/4• '
<br />�rMMLI
<br />9.:1 CALK-W r SOLID-SE7 ANCHORS .$NAL. BE EMBEDDED 7/0' INTO 'H[ CONCRETE BLOCK UNIT NO •11110� % = wMPa iAXo 21 C1Af.£ GALVANIZED STEEL STORM PANEL 0.,A I1.,
<br />_..
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<br />STUCCO SEAL BE PERMITTED. 1/4• III SCAM USED SHALL BE ' •/2• LONG MNIIUM SHOULD Does, * _*-�-, '- mMNNP
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<br />STATE
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<br />EXISTING WALL. ANCHORS SMALL BE LONG ENOUGH TO REACH IHE MAIN STRUCTURE BEHIND SUCH P st'•..,.-.. 6\ �/ N-;, (.x A*=- IN.rO"I1n_,.N MOAN HSUN.-I1.A EAT: O9gNs-m1 20-175
<br />S/QUIRE �
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<br />Q[�f15T!NG POURED CONCRETE EXISTWO POURED CONCAVE
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