|
___ _�_ - -- ) I 1 I I I 1 L- fT I
<br />i:i>L -'. i. 1 .
<br />. •S�a- N1N ry N I l 41 lhll
<br />1. .. •4.F . AIR...
<br />MAXIMUM ASD.
<br />Y•H. P�rDICd M
<br />WON" OI ION
<br />PANEON
<br />ro
<br />CLAMT
<br />C
<br />SECTIONS
<br />+06.0. -75.3
<br />70, OR LEGS
<br />2 9/t6•
<br />BOLTED •
<br />1'. 2'. 3, I.W
<br />I
<br />2*W a 3"W
<br />.66.0. -75.3
<br />70' OR LESS
<br />2 7/8'
<br />80LTED •
<br />a' tr -
<br />" IE+ASIIED/FRl M IN Q , PANEL . k WIMGA/T AT OVERLAPdo4OX OF PANEL LENGTH
<br />WF PI
<br />".H. , ll ' 1! I,IN . 71 . 311 ll' M l 11
<br />_I.A.H .71:1. s.-.Zilxvwl.,igAwrlJill =
<br />MAXIMUM
<br />A-S.D. DESIGN
<br />MAXIMUM ANCHORS SPACING FOR L D.. 3 I/2• -
<br />APPLICABLE TO
<br />SECTIONS / k
<br />An COMBINATION
<br />OF THEM
<br />IMP, PAIL
<br />LOW, t. D")
<br />PRESSURE
<br />TAPCONS
<br />flax -IN
<br />PAHLLAATE FEMALE D
<br />PANELAV49 PILLS
<br />To WrLMT[
<br />"D CONCRETE BLOCK
<br />TD WNrACIE
<br />BLOCK
<br />ro CONCRETETo
<br />ca000coeoFl�
<br />BLOCK
<br />LXN GI[I[
<br />12'
<br />N/A
<br />12•
<br />N/A
<br />12'
<br />N/A
<br />12'
<br />N/A
<br />1' tr 2- (TOP)
<br />IT"
<br />3.*
<br />10.
<br />3'
<br />S•
<br />4•
<br />5'
<br />4-
<br />1' (801TON)
<br />12'
<br />3'
<br />12'
<br />S-
<br />6'
<br />6'
<br />6'
<br />6'
<br />1'�')
<br />1 ++
<br />56.0,
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />12 1/2-
<br />it'
<br />2- (BORON)
<br />-75.J
<br />7•
<br />N/A
<br />6 1/2'
<br />N/A
<br />4 1/2•
<br />N/A
<br />4 1/2•
<br />N/A
<br />3' (TOP)
<br />70' OR LESS
<br />12'
<br />N/A
<br />12'
<br />N/A
<br />9 1/2•
<br />N/A
<br />9 1/2-
<br />N/A
<br />3' (BOTTOM)
<br />12'
<br />N/A
<br />12• 1
<br />N/A 1
<br />12'
<br />N/A
<br />12•
<br />N/A
<br />4' (TOP)
<br />12'
<br />6'
<br />12'
<br />9 1/2'
<br />12-
<br />I'_
<br />12'
<br />IT'
<br />4' (BOTTOM)
<br />W WITTED TO 66.0 0*.r. AS.D. DESIGN PRESSURE RATING.
<br />A SEE SLEET 26 FOR ANCH016 TYPE k SPACING FOR INSTALL ATIOW INTO WOOD
<br />FRAME
<br />MWIILDIND.
<br />NeOMUW ANCHOR SMCMM AND 1NW4 EDGE DISTANCE AM INDICATED ON THIS
<br />SCHEDULE. FOR E.D. LESS THAN INDICATED ON SCHEDULE REDUCE ANCHOR SPACING
<br />BY KXTIa.YING S %CHI SHOWN DN IFOAE 9CBY We FOIDWING FACERS. FOR
<br />THIS OPEMMW TOE Pt1W9 ED RUCED SPACING ORI WM USING FACTOR SWU
<br />NOT E LESS THAN MINIMUM SPACING INDICATED /'OR EACH ANCHOR TYPE AT
<br />/MCIOLS LEGEND.
<br />ANOM PIS[
<br />t/YW
<br />1/4'.
<br />NIIIemn
<br />1/4'.
<br />ALHOINTE
<br />1 //41
<br />TAOW
<br />cu_
<br />w ANCHOR gPALWR D.)
<br />3
<br />3
<br />3
<br />2117
<br />.W.l OfiAlX OAIIr.I, aL)
<br />3
<br />3
<br />!
<br />D
<br />ILaw
<br />3
<br />3 ,n
<br />3 ,n
<br />•
<br />Xl EA (NNE •INNW
<br />/ADI
<br />I
<br />, to
<br />la
<br />I -
<br />I -
<br />I
<br />Y
<br />UM
<br />-
<br />Ao
<br />u
<br />31
<br />-
<br />I ,m
<br />1
<br />•I• REQUIRES MD.. DISTmm BETWEEN BOTTOM OF PANEL 1
<br />AM® TO BE 1/2' -,Yo1•
<br />1
<br />++ EOURM Mo.. DISTANCE BETWEEN BOTTOM OF PANEL I
<br />AND (D 70 E6 : 3/,' I 3 16-
<br />Ma,
<br />OMPONENTS FOR REGULAR LIFE SAFETY
<br />& E-Z HANG STORM
<br />PANEL SYSTEMS
<br />(SCALE 1/2-17
<br />--15.125• (TOTAL WIDTH) ..... -- - - ,
<br />--. ---
<br />- 2A117'.. -
<br />-
<br />. -- -- --12.500' (EFFECTIVE WIDEN} - - - -- -- .. -
<br />__ - --.193•
<br />( I ISO
<br />1/4-F20.3/4-
<br />- 750• -- $.I, STUD W47M
<br />,-•--I.,to'
<br />.L _ - - _
<br />- _.. -- 6 1/4' (WP.)- - - - -
<br />1.SS0'.-. - 1.350 -
<br />\
<br />1330'
<br />IW'
<br />374-_ .123' 10 AM= a 6 1/4'
<br />18e'-t � .OWO • 12 1/Y O.C.
<br />�-
<br />S�ail.,
<br />/ i,
<br />..
<br />0.024' INK TICK 6 h
<br />g -
<br />�1.5W
<br />].375•T
<br />(W7 E,lEVOLSED)
<br />1 J(
<br />1.671' F--,..--,
<br />,.soo•EDGE
<br />i _•NEDMED
<br />9µk1N W SIM
<br />,, .064' -
<br />Dp.
<br />1
<br />ASN A683 TYP.
<br />GRIDS w WOW,,
<br />I ",2.000'
<br />- 2.125'
<br />.OI15-_.10
<br />-
<br />- - DRAT A
<br />C-60 Gµv.
<br />4t
<br />LOGE I
<br />_(
<br />_ _T
<br />375•
<br />L
<br />054' •-1.5W� .125' l
<br />_ `) (nP.)
<br />�t STORM PANEL - - - - - -
<br />-1.350• L --, .350'--
<br />OVAL A L I-
<br />2.000--- --1
<br />'I_...
<br />PANELS SMALL E INSTALLED ALWAYS
<br />2.387•. -. _
<br />FROM DnSOFn
<br />INN HEADER
<br />() "E" TRACK (4) ANGLE WITH STUD
<br />AT EA UrO[FAmin
<br />2)
<br />Avoil
<br />WIEM•Im FOCE
<br />50.05'
<br />aNY
<br />�
<br />.375' 0
<br />1 r�•/
<br />.(-I -
<br />TOP.
<br />PANEL.�F Cal (MAR.)
<br />GALVANIZED SIM
<br />PANEL � *
<br />� � IPX
<br />.133.1. 0.270l
<br />�
<br />1 I 2W.
<br />L
<br />6.62S
<br />1 ,
<br />0.375• 0.250-
<br />- 2.59t•
<br />- - 2.250-
<br />b.2w' -''
<br />. _.._ H�MtrFE,p -
<br />- 1 ISOMETRIC VIEW DETAIL A
<br />I
<br />wT •.625'
<br />L -
<br />-Low-......I
<br />133•T
<br />-_ _
<br />- -
<br />W.270.-�
<br />.oRNo•
<br />� -�
<br />.. 1 DR
<br />;
<br />N
<br />_2•.AN ROUNDED CORNER ENDS OF PANEL'S
<br />I
<br />1 - lIA .Wa'
<br />-
<br />- •-
<br />2 J76' _ _ END UP W/ HEMMED EDGE.
<br />(-- (N.T.S)
<br />1 _ - .MI
<br />.375-
<br />A25'
<br />OM
<br />3.750
<br />072'
<br />2.5W- I -- _ .097- o6r�J BL���p7 -,
<br />.067' B q 750'
<br />SO KEY HOLE WASHER
<br />J+Ds-H154 ALUM. ALLar
<br />H �--
<br />_
<br />© KEY HOLE AT
<br />EDGE OF PANEL
<br />PANEL I - .750' -
<br />.- I I.1N'
<br />-- .750--
<br />.613' .SEE Uw SHEET I FOR ADDITIONAL
<br />iNa
<br />E SI•ELVT CATION 5 F )',
<br />.091'
<br />O SLEEVE
<br />ZrB•uL1fA1.�/uyAr i
<br />,- 125'
<br />- (1YP)
<br />DAILY VANS
<br />1 ON.Y VIVID TOR RlSTAL1ATIO$ INTO
<br />WOOD STRUCTURES,
<br />1.250' 1 .375• �
<br />. --I MAX. LENGTH
<br />w ,a•.
<br />L.
<br />T _,ZSO
<br />I 2.000' -. 2.oW
<br />1750'
<br />�. -.193'
<br />- -as4a -
<br />_ ---I ! I
<br />- t-.ne O
<br />1.050.0 LL
<br />125' 2.000'
<br />TEMP•),
<br />,.750'
<br />.230-
<br />" r
<br />O
<br />Erp�F�'r.
<br />B W� JiEY�' HIV YETI
<br />I
<br />I. i
<br />(TYP.)
<br />-
<br />_I - .. _
<br />- - I- MIN. TO 5• All _. -- - -
<br />..
<br />® SLEEVEr MAX.
<br />- 2.oa9'- --
<br />I
<br />ANGLE
<br />© �,,MFs My.,
<br />11 "J" TRACK
<br />Q PANEL HANGER
<br />.37�-
<br />-- loop _.
<br />-- - 31114 --' R06i-7S ALLOY
<br />w 200'
<br />AN PNt". Tw ('^M
<br />t' A,�,�
<br />/-:�, ..•...,�c7N
<br />1 1/4" WIDE)
<br />_ _
<br />F - I -1
<br />_ 3t1• .ON
<br />1.. 1
<br />1.671•
<br />1 - 50 )--- ± .082' -
<br />470 .275' 08j. -1t
<br />-�- 1 - -_
<br />2_�. ( ( P p ,.125' 880' 2SD.-
<br />1. N. O ® MIN. e
<br />+ i23' y,• '3, 1.
<br />��'y1Q': •'•GEN"(•,•,''• -
<br />ri V �C
<br />= N0. 44167
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<br />z
<br />1 n'�'
<br />(USE (USE ONLY FOR E-Z HANG STORM PANEL
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<br />FLORIDA BUILDING CODE Non High Velocity Hu cons Zone
<br />24 GAGE GALVANIZED STEEL STORM PARR o 'in.
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<br />INSTALLATION
<br />INTO POURED CONCRETE
<br />DETAILS
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<br />ALTERNATE CONCRETE
<br />Gin
<br />ANCHORS;LOCATION
<br />CONCRETE ANCHORS
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<br />EXISTING POURED CONCRETE
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<br />EXISTING POURED CONCRETE
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<br />I _ - .�
<br />. I
<br />/ / / ' i.' Mo..
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<br />I
<br />®
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<br />_ 1/4'.-Zal' j
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<br />SPACER v
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<br />tl L
<br />• Min. -1-
<br />H PANEL tFNCM L_
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<br />- AV- - IDNMN 0 J�
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<br />'l' Yoa. I >r. }r _: 01E rW PALL
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<br />TO GLASS.
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<br />1 t
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<br />_ -
<br />j--
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<br />LASS
<br />' -+._
<br />(SEE SCHEDULE 1
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<br />-L'
<br />.
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<br />.I
<br />/ .� 1 MAX.
<br />1 I I
<br />1_
<br />,.,,/ I
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<br />POURED
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<br />/
<br />REQUIRED. BLOCK
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<br />ISEE --_
<br />E.D __-
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<br />I* MAX. LONG µ- SPACERS O
<br />REOLNRED. 12 1/2* O.C. (SEE TABLE /I ON
<br />SHEETS 98 TNROUCH 10)
<br />SHEETS 9 tr 10.)
<br />CEILING M OOR MOU(�jJ)�
<br />SCALE 3/8.1.1.4
<br />SECTION
<br />SCALE 3/0-1•
<br />WALL MOUNTING /DIRECTMOUNT W/SPACERS n OR-6
<br />SCALE 3/8.1•
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<br />E.D. - EDGE DISTANCE (ATE FOR COMBINATION of SECTIONS:
<br />SEE SCHEDULE ON TOP k BOTTOM MOUNTINGS CAN BE
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<br />INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL
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<br />_ /2• ANIn THREADED PCWMIION ( 2'a4' MOW
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<br />I r 1
<br />y " §+ •y I SEPARATION MIN f 1/e•.a1/32J RING-yMUf]•
<br />I - SfPARAIXXI WING HA)T • i I
<br />ro GLASS. I MRr OVERLAP I EVER, OVERLAP
<br />I I_ F I ,- ____
<br />4
<br />- I �
<br />r I
<br />I_
<br />a ;
<br />rp
<br />CC¢¢ {4 i r
<br />" t -
<br />Q
<br />i X DC r f K i
<br />J
<br />_. I ry I M r ! 8f
<br />I
<br />I 1 4.1-20.1/1' M.S. I , N 3 Cee.
<br />I W I
<br />D I I I
<br />e n• D c. .'
<br />�-
<br />�- _ lin
<br />I
<br />4• M.S.. W - 1 4'I PAREWAI[ FFJMIL O 6 �
<br />O ��•� W.NO PNiELMTE PLUS r ' -
<br />2 NV / CRII 1 1
<br />"I--
<br />14Y-2A3 .' MS
<br />TN/0'
<br />CI 1 4 P-ii00�.}3//4' MIN THREADED R/ /
<br />IIM�EM/(SEE NOTE ,A OElON) I / 7/8•w1/]2" HANG
<br />NCT0
<br />PENRR.'IONe 2 t/Y 0.[. )
<br />o I. WIN - NU, 1 1/1VI!./.•
<br />1 4'A i/G SCREWS • 8. O.C. r/ qh xj Y1i ( t 4Y- / 1. TIRA,BSCEW
<br />1 1 TM i' M.S. W 2]O
<br />//2 Yin. LADED PINETATbM a---rp0p hATE LOWED 7/ NUT 11 I NOTE to ELOW)
<br />WpWOtN a PRATE AT SERIES 2000 OR `r
<br />MT OR ON EDGE !t 4.-p,W3p/14G'
<br />(I) /ta-10 PN$AATE PLK W/INSTALLA{Ei(TL�A�L�111/l'!L �_ (SEE NOTE ,A BELOW) - 6 1/.'I-20J/N' Y.S. W/ ]/a'43/37'
<br />1 ] e MA PETE'TRATON • 12 • W outmN CON WING Nm a 1r Dc.
<br />SERE IOW - ,/N'• RAG SCREWS • 0' 0G W/ t/11 LAG SCE1Y3 • 6' OC W/
<br />WIN (2) ]'ri' 1 1/2' Mn. THREADED PFNETRATON An. , 1/2- Yin THREADED PENETRATLN
<br />.,.a -2. 1 , (2) 214-
<br />PUTS EQURED ALTERNATIVE 2• RE N000 PLATE ,iweow a well Or PLATE
<br />WALL MOUN
<br />MT o ON EDGE
<br />FLAT
<br />SCALE •/4•-,• 11 2-le NOW MT OR OH EDGE
<br />Pun EOAEn rur
<br />ALTERNATIVE I' W
<br />NG
<br />SCALE 1/4"- I' B1�LI�.��1�i����
<br />ltlJJBL� 811S7E1�
<br />fi= FLOOR TO CEILING MOUNTING
<br />ham • INSTALLATION ALTERNATIVE 4" W
<br />1. INSTALLATIONS ARE ONLY VAUD FOR BUaDINGS WITH AS.D. DESIGN LOADS
<br />WE SCALE ,/.•-1•
<br />LIP TO E1W000 TEMP[INSIALIGTgY STO'E
<br />2. FOR NEW HOOD YEYBFIRS SOUTHERN 9[ T -- Y ��RspNl�[aL
<br />PINE -'',1 ' � ! �'9�4%
<br />No, 2. N/ SPECIFIC DENSM OF 0.55 OR EQUAL
<br />`a�P�'' CEN
<br />v TF '' • s
<br />FLORIDA BUILDING CODE (High VelocityHUTT(cone Zone)
<br />rrtF 1A. --
<br />• N0. 4 � eDo2D TLT¢a W.
<br />SEE S%CIrA AND aEOHAEAE71,3 FLIT or sraP BAR ® AT roP As ' *' : * = 20 GAGE GALVANIZED STEEL STORY PANEL ONLN n.
<br />WELL As PANE7LI0r(��J caH.Ec�,ON To TRACKS as ($1 a Nrori&., aASED oN •000 HEALER - ?
<br />IOC OR 2pOp S{Rd3 pNS7AI.LLTtlN TYE ON 4HER 27 R[DIU•MED S •o % STAT OF . ' �--
<br />'P'•, f P-y"-"._ ?, ■ ///��r GLOBAL PROTECTION PRODUCTS, LLC. P/76/102.
<br />(o D B6iY E DOTE,
<br />''//-
<br />HGR roll NOYNMM,rr GE SECDONa .C...
<br />NOD S.W SI sT,IER
<br />TOP k ,IOI'TCM ,AOLA/TINOS CAN BE cDAOMMED IN ANY '•.IFS •IQN• `G �j\ /1NW� TW: a EY �•O ii COIVAMY DIME. W - (
<br />CONDITION k ANCHOR LLOCATON S ' / TAw e, i a aNma w MIr raL: (W6.)/IN-75.A rNL (We.kO-KIN) 20-176
<br />WAY ro SLAT AIM INSIALIATMX/. / ••-•.: w m-Iw nrN m-,w
<br />S/All: 1/4' I' /N/llllll Wz r WW,rrI OMwsWO w:
<br />AIRY" U-OOp01,1 smwrs
<br />7,
<br />NOTE SMITER TWINS NOT SHOWN ro CLNWT7 PE. DW./SKAMTUAF/04TL WALTER A TINT
<br />. Fill Ni67 LIGi M O >•
<br />AT TOP OR BOTTOM
<br />WITH TRACKS (2i oR I *
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR "L-" (ft.) R
<br />MAXIMUM A.S.D.
<br />DESIGN
<br />PRESSURE RATING
<br />(P...t.) (+ a -)
<br />CONCRETE tr WOW
<br />MSTALLArows t
<br />L+
<br />(r
<br />200
<br />W-O'
<br />12'-0•
<br />210
<br />12'-0•
<br />II'-S'
<br />300
<br />Y-e'
<br />ID'-9'
<br />310
<br />lo'-to'
<br />10•-o
<br />4G.0
<br />10'-I'
<br />9'-4'
<br />410
<br />9'-6'
<br />W-9-
<br />-- !0o --
<br />35.0
<br />9'-r'
<br />S-r
<br />8'-4'
<br />a'-0_
<br />Sao
<br />6-3'
<br />7'7'-7*blo
<br />_
<br />a-0•
<br />r 4-
<br />r-D.
<br />- 7aO --
<br />-- 7'-I•..
<br />710
<br />7'-31
<br />11-10*
<br />SOLO
<br />71-2'
<br />6'-7-
<br />85.0
<br />7'-0'
<br />0'-3'
<br />I0.0
<br />6'-9•
<br />6'-2-
<br />930
<br />6'-9-
<br />6'-0'
<br />100.0
<br />6'-S
<br />5,-I?,
<br />105.0
<br />6'-J'
<br />3'-9-
<br />It0.0
<br />-
<br />!'-r
<br />T 110
<br />I -
<br />I II
<br />a . F ,F [ 1
<br />11 H
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR "L-" (ft.) O
<br />MAXIMUM AL .D.
<br />DESIGN
<br />PRESSURE PAT14
<br />(..I) (+ - -)
<br />CONCRETE IT WOW
<br />MSTAUT'ONS t
<br />L+
<br />I -
<br />2ao
<br />14'-4'
<br />13'-0'
<br />250
<br />I2-10'
<br />Ir-7'
<br />Sao
<br />11-8,
<br />ro'-r
<br />15.0
<br />10'-101
<br />9'-9-
<br />10.0
<br />9'-4'
<br />9'-2'
<br />40_0
<br />9'-1'
<br />8'-7'
<br />J0.0 --
<br />8'-7'
<br />e'-2-
<br />ss o --
<br />er-r
<br />r_9
<br />eD 0
<br />6'-0•
<br />r-s
<br />- 7ao
<br />7'-s'
<br />6'-/I
<br />750
<br />r-r
<br />W-6•
<br />Sao
<br />7'-0'
<br />it
<br />830
<br />7-0'
<br />0'-3•
<br />Sao
<br />S'-9-
<br />6'-,-
<br />III
<br />6'-7•
<br />3'-I0'
<br />wa0
<br />C-31
<br />3.-7-
<br />0
<br />6'-r
<br />3'-4'
<br />h1o",
<br />10.0
<br />-
<br />5'-1'5.0
<br />-4'-r0-19.E
<br />4'-8'
<br />MINA N SEPARATION TO GLASS SCHCDULE
<br />MAXWMM
<br />PANEL LEINGTN
<br />WIND SPEED 4 170 -P.N
<br />W4$ SPEED > Ito nl
<br />(in)
<br />U olers uvolem
<br />I RE$ "Wo
<br />UI/RES'IRAINED
<br />RESTRAINED
<br />30 OR LESS
<br />1'I
<br />I'
<br />6'
<br />6 1/.-
<br />>33 TO 90
<br />1'
<br />1-
<br />7 1/2•
<br />7 1/2'
<br />>90 TO 145
<br />I.
<br />I.
<br />7 1/2-
<br />7 1/2-
<br />>t 1O 1
<br />,
<br />1'
<br />-
<br />7 1/2'
<br />MINIMUM PANEL LENGTH (In) FOR A GIVEN MOUNTING CONDITION
<br />2/4
<br />3- MAX ANCHORS (SEE scliewu ON
<br />-1. NIA+_. -- - -- SHEETS 9. to 611) - -
<br />e o
<br />r T-I- -I-I- --1-7-1-1T--1-1
<br />1/4. 3/4, 4/5, 5/5 & 6/5
<br />1 W/6, 2W/6, 3W/7 6T 4W/7
<br />J• MAX
<br />_ _- _- ---- _. ------1• MIN.-
<br />0 6
<br />r^-7-T-I- T- T -r-I -T -_T7
<br />,"",� Or i
<br />} . I� �- 1-�-L i I IL-I--1 i 11. � � I 1 � I i 1 _I-- 1 .,_ i a
<br />1 i. j T l
<br />A I i--.-, I{{^ i - A �I
<br />I
<br />_ �t -1 _� --I --
<br />�UNBOLTED PI EIS y -. _}'.. BOLTED PANELS w/�4•-zOMt•
<br />(SEE SECTIONS AS ! S.S. SE IOS AS a EA OVERLAP
<br />APPEIGABIL l (SEE SECiHONS AS APPLKABIE)
<br />iI i! 11 i it it ll ii I' tI I i!I I
<br />(( w
<br />I i 1 1 I I� I
<br />D.M.,(�,I@. - -- 11.1 l _ ._I--- - - - - -- - - -- --
<br />-- L0 0 0 0 1 ,
<br />@ 019 - 3 'M' - 3,
<br />'. 2/4 1/4. 3/4, 4/5, 5/5 R 6/5 r MIN.
<br />1W/6, 2W/6, 3W/7 i 4W/7
<br />- ANCHORS (SEE SCHEDULE ON SHEETS 9, 10 &it) - - -- --
<br />REGULAR STORM PANEL I ELEVATION
<br />2.6871 N.T.S. 1/4' Nor. CAP
<br />M (AWL 0E7eAP -1, WNALE MAI N_ .
<br />OM TOP DIRECT T' .U• +. STIED .r AHW� //S5-Q�
<br />�� IIO/1TT HEADER HEADER ANGLE TRACK N CIawILS
<br />11
<br />- DIRECT Wol 46' 32 32' 35' SS' 50" 50'
<br />114 I.S'X1.5' STUD ANGLE 35' 32' 32' 32' 42' 3e' Je'
<br />E 'r TRACK W. Si' 1. Al 07WSO ' W. .
<br />I W S CLOSURE ANGLE `LD' 32 3x' 38 80 S6' 56'
<br />SO' 3x' 32' 36' 60'
<br />1/4' T --
<br />GAP (j) SECTION A -A .
<br />N.T.S.MoRA
<br />(1) L+: MA3MUM ALLOVAWE PANEL LENGTH FOR A GNEM POSPA AS.O. DES" LOAD.
<br />L-: MAX, ALLOWABLE PANEL L016M FOR A OMEN NEGATIVE ALS.D. DESIGN LOAM.
<br />(2) PROCEDURE TO DETERMINE MAXIMUM PANEL LDOM
<br />OMEN A POSITIVE Al DESIGN LOAD, DETERMINE MAXIMUM PANEL LENGTH 'L+' FROM SCHEDULE.
<br />GIVEN A NEGATIVE ASD. Of" LOAD, DETERMINE MAXIMUM PALL LENGTH 'L-' FROM SCHEDULE.
<br />FOAL MAOTILRA A WWAEE Ill LENGTH MS EOUA TO THE MP1 M NTMAWEO PANEL LIDNGM
<br />BETWEEN 1.' NAND'L-'.
<br />(3) SEE SCHEDULE BELOW FOR MN. PANEL LENGTH FOR POROSITY GUMUFGUION.
<br />r INSTALLATIONS INTO WOOD ARE LUM TO t 95 P.I. MAX ASD. DESIGN PRESSURE MTING
<br />q = A- % 10 tr 11 FOR MAX. A$4- DESIGN LOADS IF MAR . PANEL LENGM$ FOR
<br />SPACER Q IS USED.
<br />F-A-.... iA •• !/
<br />* O. 447V67 I *2mo n,Em W.
<br />-9 ; AT OF r * -_ - - -- /
<br />s � ' •. GRID► .:'N�
<br />s. Fn_ .all..APT-/� Y4o +v u aP R R, a Wr r
<br />24 GAGE GALVANIZED STEEL STORY PANEL /A'
<br />.OBAL PROTECTION PRODUCTS, LLC. /27O41-
<br />40o Sw. 51 SKEET
<br />CUE. n. 33316 20-175
<br />'H Tao ,(W)w-s M (wKwo-sm
<br />DIIIRRMD w
<br />Y fl-w seal 3 .Ho
<br />INSTALLATION DETAILS FOR REGULAR PANEL (1)
<br />INTO WOOD STRUCTURES
<br />` . ._ WOOD ANCHORS --- -,11 • :, -- '- --"---S'ETPARATON ' -. I � - ---- - -,
<br />11 ,
<br />/ - I (SEE SCHEDULE ON { t I I/.Y�m++' I - _(SEE SCHEDULE - t t/r.-To+•
<br />, :. SHEET 11) - 3 Ow MIND � ON SHEET 3)� i - BL°'°."�
<br />WOOD HEADER / ( I __-
<br />_-.. _) EXISnEWi-1 BLFr I - --.. i PANEL LENGM
<br />REQUIRED_ .._ .. O WOW ANCHORS _ ,._ '� GU555 tPR�`BL\"(SEE SCHEDULE
<br />_ N, 2 (SEE SCHEDULE CON '� I L___ _- _ -- ON i._ _� '. ON SHEtT le
<br />r FMA%. SHEET 11) i�[ OI � T- _ Y _ _-�1 SPNOER
<br />'1/2' , __ f01 L.., SPACER I O of 'L-
<br />H�7NcnH I MAX.
<br />I -. I WOOD HEADER I
<br />I
<br />+i- EO 1
<br />' ICI 1, 1 REQUIRED AW, Pi¶. I - - _--- I
<br />- 1 - _ I O EOI --- C - ---- 1
<br />F I (._ I --L--
<br />I I 1• MAX. LONG ALUMINUM SPACERS O' 12 1/2'
<br />1 I -'�7 D.C. (SEE TABLE /1 ON SHEET 11.)
<br />I L9n. 1 1 I SEE NOTE H- BELOW FOR LIMITATIONS FOR
<br />1 SEPARATION I •L. 1 I -L• MAX. _ 1 1/2. ECHIC SLEEVES.
<br />PANSEEEL LENCITH
<br />1�- TO GLASS. PANEL LENGTH 1 I
<br />(SEE SCHEDULE 1
<br />1 ON SHEET 3) I ( ON SHE � I I ( ON SHEET 3) - PANEL MATE FEMALE O OR PANEL MATE
<br />-Fpi1• .i PLUS (SEE SCHEDULE ON SHEET IT)
<br />L, BO 15 w
<br />1 `/ I N EA OW3� 1 M.. , . J ..
<br />EXISTING 1 1 I nHoFwa 7-r) EXISTING 1 ro I 2'.4• WOOD ;:
<br />CA55 -1 t- - - I GLASS-- 'T SEE SCHEDULE- 1 � PLATE REQUIRED
<br />i i i ON SHEET 3) 1 L'1 DIRECT MOUNT W/ SPACER a
<br />i. -- f - -- T 1 * I ALTERNATIVE 2W'
<br />T (T) I -L'1'' I .,� SCALE 3/Mi'
<br />1 I `'' l� ' SEE TABLE I ON SHEET ,1 FOR MAX. PANEL LENGTHS k
<br />1 SOX 1 -1 O 12 1/2' O.C. MAX. A.S.D DESIGN LOADS FOR THIS INSTALLATION.
<br />oll �1 I OF 'L" EO /w
<br />L�� I ® 1 - I
<br />. -_- _
<br />1 - 3 4• j e 12 1/2' O.C. I - 1
<br />L I
<br />EO '
<br />I-- i WOOD ANCHORS * * Amu:
<br />1 _ _1 I STAGGERED W/ STUD
<br />EO - (SEE SCHEDULE ON sPAmL M WX! E + In' LONG I:
<br />�/���7 I I SHEET 11) (1) W OOLLoo OM a IVIED 10 A ONE grow MM9M0 WRHN IS-O'
<br />2'a4' WOOD `/ *MGM. " ME 4" ORIENRrno"NA
<br />N A rAEBIWCn.ON FMM ANY
<br />PLATE REQUIRED ,- WOOD ANCHORS jSIM
<br />- STAGGERED W/ STUD O. 9W3T� . E ELIN®F�W Oi0/®A6 _�. PLATE REWIRED (x) N1CN00 SWIG 1N1U CowDI011 M OW4 WlE FEIWE O o
<br />(SEE SCIEOILE ON IO1G A6 THE FONOOG OOIOnMO ARE - - _ - 11YLL WlE OW6) LIMA E ]PAOm WXMN Al W 1/4' O.C. I
<br />_ _ SHEET 11) C0111m TIME .8 AUTFA tO11 FROM F2 ,n" C.C. WVZM ALLOWED o I
<br />(t) Towas" AND IEMN mum
<br />I RAINO W .00. -a P.1. (3) MARL 2 oF9E PAId tDNoiH M tYfED TD O' A IN'Y OPEIOR6
<br />- ` . (2) LNOIBM saw PAANa LETNGM e I (ROE A RHOWCFON rIIOY LAN= ►WALL LOW" ALLORM ON
<br />R• 9ORDIAL SMELT 11)
<br />WALL
<br />��p MOUNTING
<br />F (3) STOW PARd WMwAMI W O,Lv ALTERNATIVE 2W I 0) I I/2• LONG SPµId CIMM /M 9. E A aoMTm ON
<br />LLTRYAVYE 1yLR T WNATIYE iT E i F Wf0 AN E 60K W000 AME 1M1 SCALE 3/6-1' LER 2 MALAIOM Or t ;a LONG (ARGON M ITS (PLY
<br />M60 i0R WIND 2O0 ,, 4 NO 3 AS ODUM M AM i
<br />[-IOW TrAM MM AND THE 2000 (7A E YMN) a THE FL R"
<br />SLUE 3/e_,' (4) M3WLATIw WWA GILT FOR wL i 9IADR0 TAW.
<br />I lOI2A3PA Ag1YE 1 11
<br />-- 'ERA 7/ w
<br />t107F5 �►:'.L\CENT N��
<br />•• FLORIDA BUILDING CODE Non High Veloci Hurricane Zone
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. _ - z ? TIWOW LTEOO..NC A.
<br />NDIE FDR coMellunoN of sEctroNs: .' N0.44167 '• 24 DACE GALVANIZED STEEL STORY PANEL F
<br />DESIGN PRESSURE RATING (P6.1) AND PANEL LENGTHS - * : * T * W,w a
<br />TOP ,k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR -z q In/27/�
<br />COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') -•q9 STATE OF:r�`
<br />--j GLOBAL PROTECTION PRODUCTS, U.C.
<br />INSTALLATION. ":q0 ••,F(aRID>'�.. IIW7 qz E C O IN.. .WOO Sr. 6, s1ER DAE
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD Ls').o a, a r a WN.Y NANoa n a1r oMLrtw,AT'•''• ww.`.. Pw w-1o.,.;a"--,- PHONE IM)WWF . rNt (w)a0s M7 0-1 5
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC / N u-aW/�wrr- olLL - w
<br />DENSITY OF 0.55 OR EOUAL. ArNR TIE/NAw WN.iIR A 7 Jr., PL as 1T-w , •' MEET l O 16
<br />N1 )
<br />GENERAL NOTES
<br />OPtrWk B_MS
<br />(c) m LUSTING WOOD �.y.�CGRAVITY c . OSs wN.r.2INMe LSIAeSi
<br />UCT EVµAOOLUYENT (P.EDJ HAS BEEN VERIFIED FOR COMPLIANCE ANCEIN ACCORDANCE - 1/4'0 TAPCON ANCHORS. AS MANUFACTURED BY IT BLINLDEX, INC
<br />WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. THIS STORY PANEL SHALL NOT BE INSTALLED AT HIGH - #14-10 PMIELYATE FEMALE ID AND PNNELSNTE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />VELOCITY HURRICANE ZONES (MINI-OADE / BRO,WARD COUNTIES). - 1/4.0 LAG SCREWS PER N.O.S.
<br />DESIGN WINO LOADS SHALL BE RAINED AS SECTION 1609 OF THE MENTIONED CODE, FOR A BASIC WINO DETERMINED PER SE E ABOVE DINED y
<br />- 7 i6 a 5 8' WOOD RUSHING, AS DISTRIBUTED BY ALL POINT SCREW BOLT tr SPECIALTY CO.
<br />$ P WILL IN FOR A (ACTOR
<br />PEED AS REOUWED BY THE JURISDICTION MYIERE STORM PANEL LL BE INSTALLED, AND DXECTIONAJIY
<br />KD- 7-1 AR N MA.YM ASD. T. IN ' 085. USING A17' 6 0 SHALL O E%CEED THE UY DESIGN PRESSURE M NOS pOATED ON $MEETS .1 M M TI TINT T AR 1 1 F P 1 ( ) C AO IA1U THREADED PERWTM ON 0 W000 OF APCON CNORS SIHµ1 BE 2 AND 2 OR ELCO AREUN L PLUS
<br />1 9 TINRII 12 A 17 18. AND PAN D [LMALE FEMALE ro
<br />IN DIRER TO VEWR1' THE ABOVE CONDITION, ULTIMATE DESIGN WINO LOADS DCTFJMINED PER ASCE 7-78 SMALL
<br />E FIRST
<br />DESIGN
<br />REDUCED TO ASD. PRESSURE RATING BY MULTIPLYING THEM BY 0.6 M ORDER TO COMPARE THESE W/ MAX. (A. SD) C.2) MINIMUM THREADED PENETRATION Of LAC SCREW. TIRO THE WOOD FRAME UNIT SMALL BE 1 1/2'. NO TREADED
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3, 9 THRU 12 k 17. 18, PENETRATION INTO STUCCO SMALL E CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION.
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS P.ED. AS TESTED WERE NOT OVER STRESSED. A 33% INCREASE IN NADWLBLE
<br />STRCSS FOR WARD LOADS WAS HDS USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN C.3) MINIMUM EDGE DISTANCE OF LAC SCREWS, INTO WOOD SHALL K AS INDICATED M THIS DRAWING
<br />ACCORDANCE WITH N.D.S. 2018.
<br />STORM PANEL •5 ADEQUACY FOR *PACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION ISCIl .2 OF C.4) MINIMUM PENETRATION OF WOW BUSHING SMALL BE 5/8' 1/.' 0-20 SCREWS USED SMALL BE 1 1/2• LONG MINIMUM
<br />• MNp WITH
<br />THE ABOVE MENTIONED CODE AS PER AMERICAN TEST lAB OF SOUiH1 FLORIDA REPORTS /0811.01-01 AND /021902-09. AS SHOULD STUCCO EXIST, AND MUM FOR WAILS NO STUCCO,
<br />PER SSTO 12-20 k ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT O,1Z3.01-10 AS PER CS) IN DINNE T PRECAST STOW, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD 80AR05 BE FOUND ON THE EXISTING
<br />TAND TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED ,N ACCORDANCE W/ SECTION ION OF THE WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS.
<br />FLORIDAORIDA BWLDIIJG CODE. ANCHORAGE SMALL BE AS MENTIONED IN C.1), C.2) tr CA)
<br />2. ALL ALUMINUM EXTRUSIONS TO BE Stil 6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER
<br />1 ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE 3105-Ht4 ALLOY 8. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEET$ 4
<br />4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL ASTM A-653 GRADE W MINIMUM. G-60 GALVANIZED THROUGH 5) EXCEPT THAT HEADERS® k® SMALL NOT BE USED,
<br />STEEL DESIGNATION W/FY- 92.2 AN (MIER ROLLED). 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE
<br />5 ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 /PSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER WN ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOW FRAME
<br />50(l W/ 50 "i YIELD STRENGTH AND 90 Nil AN TENSILE STRENGTH D SHALL COMPLY W/ FLORIDA 13URDING CODE SECTION BURDINGS.
<br />24,1.33A. 10. EACH RECLAIM STORM PANEL WITH LENGTHS OVER 90-, AS PER SECTIONS 1, 2, 4, 5, 6 AND ALTERNATIVES SW, 3W tr 4W ON
<br />6 BOLTS 10 BE ASTMA-307 GALVANIZED STEEL AlR A304 SERIES STAINLESS STEEL WITH 36 M.i MINIMUM VELD STRENGTH. SHEETS 4. S. 6 k 7 RESPECTIVELY: SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENWT TO
<br />SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING.
<br />7. ANCHORS TO WALL SHALL BE AS FOLLOWS: 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH
<br />(A) IO EXISTICONCRETE THE BUILDING TO PREVENT WIND/RAM INTRUSION
<br />NG POUR®
<br />- 1/4.0 TAi'COPI ANCHOR$ AS MANUFACTURED BY I.T.W. BUILDEX. INC- (Min. T'c=3192 Ps.,.) 12. STORM PANEL INSTALLATION SMALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS
<br />- 1/4' IFa ,/a. CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC- PROVIDED BY THE JURISDICTION WHERE PERMIT IS All TO.
<br />- 13. (o) (MI W Fc-3OW P..i.)
<br />• 3/4' SO -SET /INCNRS, OAS DISTRIBUTED BY N.l. PONT SCREW. BOLT k SPECIALTY CO THIS PRODUCT EVALUATION AN N DOCUMENT (P E.O.) PREPARED BY TENGINEER IS GENERIC D DOES NOT PROVIDE INFORMATION
<br />(MIN. - ►14-10 PANELMATE FEMALE O k PARELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. FOR A SITE SPECIFIC PROJECT, :.e WHERE THE SITE CONDITIONS DEVIATE FROM THE P-E-D.
<br />- 1/4.0 ZAMAC MAJUN ANCHORS. AS MANUFACTURED BY DEW'ALT. INC. (6) CONTACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING UFE SAM OF THIS PRODUCT
<br />A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SMALL BE 1 3/e. 2- FOR it PANELWTE AND BASED ON tHTS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DEINLED ON tMTS DOCUMENT.
<br />1 3/4- FOR ZAMAC NNUIN ANCHORS. CONSTRUCTION SAFEFY AT SITE IS THE CONTRACTOR'S RESP'ONSIBILTY.
<br />A2) CALK -IN tr SOLID -SET ANCHORS SHALL E EMKWFD 7/8' INTO THE POURED CONCRETE. NO EMBEDMENT INTO (<) TAROS PROCUCi EVAWTION DOCUMENT HALL BE CONSIDERED eNAUO IF MODIFIED.
<br />STUCCO SHALL E PERMITTED. 1/4. 0-20 SCREWS USED SHALL E 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST, (it) SITE SPECIFIC PROJECTS SHALL E PREPARED BY A ROR04 REGISTERED ENGINEER DR ARCHITECT WHICH WILL SCONE THE
<br />AND 1' MINIMUM FOR WALLS WITH NO STUCCO. AND MAY E HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD (E.O.R.) FOR T14E PROJECT AND WHO WILL BE RESPONSIBLE FOR THE
<br />BUT WITH WMC HUTS. PROPER USE OF THE RED ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE
<br />P.E.D. ENGINEER. SHALL SUBYT TO TwS UTTER THE STE SPECIFIC DRAWINGS FOR REVIEW.
<br />A3) IN CASE THAT PRECAST STOW, PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS E FOUND ON THE
<br />EXISTING WALL OR FLOOR. ANCHORS SHALL E LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS (.) THIS P.E.D. SMALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONµ
<br />ANCHORAGE SHALL BE AS MENnONED IN AI) AND IN 0,2). ENGINEER OF RECORD THAT PREPARED I1.
<br />(8) TO EXISTING CONCRETE BLOCK WµL ASTIM C-90. 14, SHUTTER WWUFACTLRER'S LABEL SHALL ION BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />- I/4. 0 TAPCON ANCHORS AS MANUFACTURED BY I. T. W. FILKLDEX, INC. PANE SHUTTER IN ACCORDANCE WITH SECTION µE 1709.9.2 OF FLORIDA BUILDING CODE. ONE LABEL
<br />- 1/4- I z 7/6• CALK-M ANCHORS. AS MANUFACTURED BY OEWµT, INC. SHL PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 17D9.9.3 Or THE
<br />- 1/4-9 IT3/4' SOLO -SET ANCHORS. AS DISTRIBUTED BY NA POINT SCREW. BOLT k SPECIALTY CO. FLORIDA BULGING CODE.
<br />- pATE FEMµE O AND PANEL 4-10 PMELMMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION P TRIUNE
<br />- 1/4' 0 ZAMAC NNUN ANCHORS. AS MANUFACTURED BY DEWAI.7, INC CEP A. rq�/
<br />0, I) MWMUY EMBEDMENT OF TAPCON ANCHORS, ELCO PMELMATES AND ZAMAC NAILIN ANCHOR, INTO THE GEN
<br />BLOCK UNIT SHALL BE 1 1/4' r?.•~F�r\.� S ••'•9 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone
<br />9.2) CALK -IN k SOLID -SET ANCHORS SHALL BE EMBEDDED 7/e' INTO THE CONCRETE BLOCK UNIT. NO E�NT•IR1044 7 SIT .202o nT¢o. rc. 24 GAGE GALVANIZED STEEL STORY PANEL 01r�,A'n..
<br />STUCCO SMALL BE PERMITTED. 1/4' 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOULD EXIST, TIE �e.��
<br />2
<br />AND 1' MINIMUM FOR WALLS WITH NO STUCCO. F�--y-'l I LT Ei'� GLOBAL PROTECTION PRODUCTS, LLC. INn-
<br />"� STATE F -
<br />B.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUR F(aR) TLIAT 7�Wi,N6 a LNeNNEWM cow AeOD s.W S, I1,RT
<br />EXISTING WALL, ANCHORS SHALL E TONG ENOUGH TO REACH THE ARAM STRUCTURE BEHIND SUCH P \� - /..L/}-'-�.,-1 . r a - •WWPr w 33,r CAME. it =
<br />�I,. S ••..... G / -.. YOSI =�ar -W C,_,w F1CIE (66A).eP-76M. FAC (-Nww , 20-175
<br />ANCHORAGE SMALL BE AS MENTIONED IN 8.1) AND IN 8.2). -'I. /a NAI t� G-oW.7,W 1�M owNINM w
<br />rrTNsllNlllll NAAN PE 4A/SMAATR[/WE PALTER A NL.ULF ... P.E -
<br />Nt 7I IHER , .TO,
<br />INSTALLATION DETAILS FOR REGULAR PANEL ()
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />E�tISTIND POURED CONCRETE C POURED CONCRETE
<br />OR CONCRETE BLACK CONCRETE BLDCK
<br />.t REQUIRED,EOUIREO.
<br />_ SEE SCHEDULE ON CONCRETE ANCHORS
<br />(9HSCHEDULE ON EETSS99 THROUGH 10) _....0 SHEETS9 THROUGH 10) ,%/''•, O��IIENG�E�D
<br />_ '. 1 _ CONCRETE BLOCK_. _ 3 , r4 xi ,•
<br />♦- ,/2- 1/4' 1 ,/2. 1/4, REQUIRED � .__s • H•AO sous
<br />'/ NIT, _._- -. - - %1 MAX _ . coNCRETE WI+cNNoas // �-
<br />r I I /' I I (SEE SGH[DUIE ON / /� ' I - _ _ _ _ -1
<br />LD ' j ( LID j� I SHEETS B THROUGH 10)
<br />%� / rML��i7iTiLN(� I -.(a) I `.7/
<br />L i 1 I I
<br />L -J_ +/.y_2o,- 0_ _ _L_ ,/N•s-eon• ED. / j/ 1
<br />_.--- __ ___ -._
<br />f --- --'I, �� - - i-. _. _ 6d,s .J(] If- - 6-�- ss e0.1s r
<br />1 _ T�0 .. i _ - M RRRgpwW¢j`•' ® TO GLASS. I (lE NSW ws4
<br />EX F (SEE SCHEDULE I IOIRN O•sR Tom') 1' Moz 4 (SEE SCHEDULE I = On1 Tom' 1
<br />CLASS I ON SHEET 3) 1 I PANEL LENGTH 1 ON SHEET 3) 1 `:. '^ L I
<br />I i (SEE SCHEDULE B I -L• Maz. IMin. SEPAMIION I i• Yo1.
<br />I I ON SHEET 3) 9 I PANEL LENGTH TO PANEL LENGTH
<br />CONCRETE ANCHORS I. I 11 f, L (SEE SCNEDUIE -1(SEE SCHEDULE I (SEE SREDILE
<br />(SEE SC DULE ON I 0 I I ON ET 3) I ON SwET 3)
<br />SHEETS 9 THROUGH , ( I R I /� ON SHEET 3) I _.__ _ _____,I -
<br />Sox
<br />// I O 'L, 4 Z,�J Ew$nHG� i /�
<br />, 11I EO /% 1 4Y-20.HW eY.ts '// �i�°l� 1 OF 'L7 G '' I �%
<br />I i . . r • 0 qr ol.0 I. - 1 / j%; i MAX. j/ / ', �, iI
<br />i l /. /. I
<br />E.D ( ._1 I E D / I E.D. /. I I
<br />- / j t� ICON TIRE POURED
<br />� I I O 12 I/Y O.r- 1 ''', - -...I 4 AJPAPAJCABitE)
<br />//'' ' - ,. Rr4V'siwm raW a CONCRETE BLOCK I I CONCRETE ANCHORS J I
<br />'-co---Eo-- yr-a.,• ss Ya ./ MR REouNED. /�, 1 Y
<br />®-- (SEE SCHEDULE GI+ - --.--- I
<br />• t2 ,n' D.C. - - SPINETS B TNROIxUN 10)
<br />11-13 / 1 µTERHATE-'' M"'' - /" W/ ®ONLY WREN SOLID
<br />___.LEG LOCATION i�/, : SET k CIµ/(-M HOES EXISTING POURED CONCRETE
<br />' 11. - � ARE USED tr W/ WHEN --
<br />PAIELMATES OR CONCRETE BLOCK
<br />ALTERNATE CONCRETE �TMG POURED CONCRETE CONCRETE ANCHOR _ ARE LASED. EDUIRED.
<br />ANCHORS OR CONCRETE BLOCK REWIRED. STAGGERED W/ ETAS
<br />(SEE SCHEDULE ON (SEE SCHEDULE ON
<br />SLEETS 9 TF111011GN 10) SHEETS 9 THROUGH 10)
<br />BUILDAFf yTING M&M ING WALL MOUNTING
<br />IffECT MOUNT
<br />SCALE 3/8-1- SCALE 3/8-1- SCALE 3/11I
<br />r�PAA. . Sy
<br />N=��'�' CENp lsj FLORIDA BuuaNc CODE Non High Velocity Hurricane Zone
<br />2 Z
<br />1 J . 44167 = °'°i0 "'� "` 24 GAGE GALVANIZED STEEL STORM PANEL r''
<br />* . olWArn R
<br />NOTE FOR COMBINATION OF SECTIONS: s
<br />ED. - EDGE DISTANCE = E' STATE 0� ( - I L E C O INt. GLOBAL PROTECTION PRODUCTS, LLC. W r/�
<br />(SEE SCHEDULE ON TOP do BOTTOM MOUNTINGS CAN BE 9 •. •` £- .- - NW S.W. 51 STOW
<br />SHEETS 9 k 10) COMBINED IN ANY WAY TO SUIT ANY "%.O,t, • F1 QP• t
<br />aR1 W d a M.r WAOA R »w IYWL FI33T1.
<br />INSTALLATION. F /O ... •''G\Al�AO 2n? w:e Lm n�,-,amp-: .-OWN-Mal RwE: (w)ee-T»N. rn (.e4)ea-en7 20-175
<br />owwG xo-
<br />'y11AIA C -Coot], y
<br />•MAIN 1 IWALiFII A >uR O.E r IHR1 4 Or to
<br />NI
<br />INSTALLATION DETAILS FOR REGULAR PANEL 1, INTO WOOD
<br />4'.6• (MAIN.) DUSTM W000 _ _ - ___ IDGTON
<br />BEAM REQUIRED. STRUCTURAt. 1
<br />ADEQUACY OF Exr-iMC WOW
<br />BEAM TO BE CERTIFIED BY -
<br />REGISTERED ENGINEER OR 1ED ""- E: j-�, / _..`L`5'�
<br />ARCHITECT PRIDE TO SHUTTER
<br />INSTALLATION' WOW ANCHORS ALTERNATE WOW A/1CHICRS - - I' Al -
<br />._ (SEE SCHEDULE ON (SEE SO4EDULE ON -- - ! I I tTALI' Hu 10NMLe READ
<br />SHEET 11) SHEET 11) .l rc_I -EO-EQ- -1ITHIN-�m'� So" am
<br />!f !0 - I 1/1. - • 12 ,n• oc
<br />1/4'
<br />I --1 MAX. W000 MEADEIT v A �•,; 1/2- - - _._ _ --_ -___ _ 1
<br />1 z -. 1 ReouTRED - I -
<br />�� I I - ,.-2d,•
<br />EX GANG i t i wooD ANCHORS _ r - I/ - ac
<br />Is,p•O.a
<br />1 I (SEE SCHEDULE ON ' I Min. t I
<br />�EPARATON I O SHEET 11) / : ® i O
<br />CUSE.(SEE I
<br />-.E SCHEDULE I IH�,-Col' � j
<br />ON SMELT 3) i l W11 wlE1 f (SERE SCNED LE ON SHEET 3) 1 ,/4ti-m,' 'L• MAX.
<br />_ 1 ♦� N g6. el r PANEL LENGM
<br />1 1 IlOMOH OAF J� PAN1. EL LENGTH i - _ - Y ' i - -. of m wLL (SEE SCHEDULE
<br />-. _..-. N (SEE SCHEDULE EXISTING I t►�/�_/,( 1 IHPN D:01 J!I ON SHEET 3)
<br />MASS-
<br />I I . 41 r - -- At - , -
<br />1 1 `� SOR 1 1 del OF Y'
<br />1 t^`� 1 4@ M F� F 1 �1� MAX.
<br />( .. j 0 12 1/2- O.C. I jt - I -- t.. -.
<br />1 �J 1 EO ij2.
<br />NO FMI.5111 1 I - I 1/4.4-ilil
<br />ALLOWED T I EO ,HEAD INAL"
<br />11 1 -. 1 I t -_ 1 - � -RSV• 6 I/.• O.C.
<br />4
<br />_... - - _-_ I'X6- WOOD 2'a4' WOOD PLATE
<br />__ - - -. - - DECK REWIRED REQUIRED - WOW ANCHORS
<br />WOOD ANCHORS -.. -. (SEE SCHEDULE ON
<br />(SEE SHEET 11uU� .. .---_ J/• -. ___. _ SHEET 11)
<br />-_ _2' WIN. - -. - _ _ . _. _.
<br />rt�N_G�����R MOUNTING 8U1���UN��
<br />AL�y T (Ryl1E 13W L NATIVE 41LiLL WW
<br />SCALE 1/8-1' H HININ SCALE 3/6-1'
<br />�TyFl of ri "�i
<br />w.
<br />I
<br />NOTE FOR COMBINATION of SECTIONS:. i NO. 4416E £
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. AS.D. 2T*; C FLORIDA BUILDING CODE Non h Velocity Hour cam Zone
<br />2 .
<br />• W omto TXIFDa K r
<br />T TT z
<br />1.
<br />OP k BOTTOM MOUNTINGS CAN 8E PRESSURE RATAN .I.H AN PAN NTH DESIGN TIES URE G D EL LENGTHS P ) t 24 GAGE 6ALVANfrii•D STEEL STORM P
<br />SEAT
<br />ORY PANEL
<br />E aWA. W.
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />OF
<br />As PER SCHEDULES ON SHEET 3 z�•• •�yi
<br />INSTALLATION, 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD% c
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC %• •---a � = I L E C O l GLOBAL PROTECTION PRODUCTS, Lw• " an'-°'P
<br />DENSITY OF 0.55 OR EQUAL ANAL E • /- � TL3r : k aNOW eNENP.Nv .eW :r, al LER
<br />h...........PUA / ;' . - - IL Na a •AOr Ww,st w Yrr NARK• n- MI.
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<br />SHEET NO.
<br />SH 1.3,
<br />OM TOP DIRECT T' .U• +. STIED .r AHW� //S5-Q�
<br />�� IIO/1TT HEADER HEADER ANGLE TRACK N CIawILS
<br />11
<br />- DIRECT Wol 46' 32 32' 35' SS' 50" 50'
<br />114 I.S'X1.5' STUD ANGLE 35' 32' 32' 32' 42' 3e' Je'
<br />E 'r TRACK W. Si' 1. Al 07WSO ' W. .
<br />I W S CLOSURE ANGLE `LD' 32 3x' 38 80 S6' 56'
<br />SO' 3x' 32' 36' 60'
<br />1/4' T --
<br />GAP (j) SECTION A -A .
<br />N.T.S.MoRA
<br />(1) L+: MA3MUM ALLOVAWE PANEL LENGTH FOR A GNEM POSPA AS.O. DES" LOAD.
<br />L-: MAX, ALLOWABLE PANEL L016M FOR A OMEN NEGATIVE ALS.D. DESIGN LOAM.
<br />(2) PROCEDURE TO DETERMINE MAXIMUM PANEL LDOM
<br />OMEN A POSITIVE Al DESIGN LOAD, DETERMINE MAXIMUM PANEL LENGTH 'L+' FROM SCHEDULE.
<br />GIVEN A NEGATIVE ASD. Of" LOAD, DETERMINE MAXIMUM PALL LENGTH 'L-' FROM SCHEDULE.
<br />FOAL MAOTILRA A WWAEE Ill LENGTH MS EOUA TO THE MP1 M NTMAWEO PANEL LIDNGM
<br />BETWEEN 1.' NAND'L-'.
<br />(3) SEE SCHEDULE BELOW FOR MN. PANEL LENGTH FOR POROSITY GUMUFGUION.
<br />r INSTALLATIONS INTO WOOD ARE LUM TO t 95 P.I. MAX ASD. DESIGN PRESSURE MTING
<br />q = A- % 10 tr 11 FOR MAX. A$4- DESIGN LOADS IF MAR . PANEL LENGM$ FOR
<br />SPACER Q IS USED.
<br />F-A-.... iA •• !/
<br />* O. 447V67 I *2mo n,Em W.
<br />-9 ; AT OF r * -_ - - -- /
<br />s � ' •. GRID► .:'N�
<br />s. Fn_ .all..APT-/� Y4o +v u aP R R, a Wr r
<br />24 GAGE GALVANIZED STEEL STORY PANEL /A'
<br />.OBAL PROTECTION PRODUCTS, LLC. /27O41-
<br />40o Sw. 51 SKEET
<br />CUE. n. 33316 20-175
<br />'H Tao ,(W)w-s M (wKwo-sm
<br />DIIIRRMD w
<br />Y fl-w seal 3 .Ho
<br />INSTALLATION DETAILS FOR REGULAR PANEL (1)
<br />INTO WOOD STRUCTURES
<br />` . ._ WOOD ANCHORS --- -,11 • :, -- '- --"---S'ETPARATON ' -. I � - ---- - -,
<br />11 ,
<br />/ - I (SEE SCHEDULE ON { t I I/.Y�m++' I - _(SEE SCHEDULE - t t/r.-To+•
<br />, :. SHEET 11) - 3 Ow MIND � ON SHEET 3)� i - BL°'°."�
<br />WOOD HEADER / ( I __-
<br />_-.. _) EXISnEWi-1 BLFr I - --.. i PANEL LENGM
<br />REQUIRED_ .._ .. O WOW ANCHORS _ ,._ '� GU555 tPR�`BL\"(SEE SCHEDULE
<br />_ N, 2 (SEE SCHEDULE CON '� I L___ _- _ -- ON i._ _� '. ON SHEtT le
<br />r FMA%. SHEET 11) i�[ OI � T- _ Y _ _-�1 SPNOER
<br />'1/2' , __ f01 L.., SPACER I O of 'L-
<br />H�7NcnH I MAX.
<br />I -. I WOOD HEADER I
<br />I
<br />+i- EO 1
<br />' ICI 1, 1 REQUIRED AW, Pi¶. I - - _--- I
<br />- 1 - _ I O EOI --- C - ---- 1
<br />F I (._ I --L--
<br />I I 1• MAX. LONG ALUMINUM SPACERS O' 12 1/2'
<br />1 I -'�7 D.C. (SEE TABLE /1 ON SHEET 11.)
<br />I L9n. 1 1 I SEE NOTE H- BELOW FOR LIMITATIONS FOR
<br />1 SEPARATION I •L. 1 I -L• MAX. _ 1 1/2. ECHIC SLEEVES.
<br />PANSEEEL LENCITH
<br />1�- TO GLASS. PANEL LENGTH 1 I
<br />(SEE SCHEDULE 1
<br />1 ON SHEET 3) I ( ON SHE � I I ( ON SHEET 3) - PANEL MATE FEMALE O OR PANEL MATE
<br />-Fpi1• .i PLUS (SEE SCHEDULE ON SHEET IT)
<br />L, BO 15 w
<br />1 `/ I N EA OW3� 1 M.. , . J ..
<br />EXISTING 1 1 I nHoFwa 7-r) EXISTING 1 ro I 2'.4• WOOD ;:
<br />CA55 -1 t- - - I GLASS-- 'T SEE SCHEDULE- 1 � PLATE REQUIRED
<br />i i i ON SHEET 3) 1 L'1 DIRECT MOUNT W/ SPACER a
<br />i. -- f - -- T 1 * I ALTERNATIVE 2W'
<br />T (T) I -L'1'' I .,� SCALE 3/Mi'
<br />1 I `'' l� ' SEE TABLE I ON SHEET ,1 FOR MAX. PANEL LENGTHS k
<br />1 SOX 1 -1 O 12 1/2' O.C. MAX. A.S.D DESIGN LOADS FOR THIS INSTALLATION.
<br />oll �1 I OF 'L" EO /w
<br />L�� I ® 1 - I
<br />. -_- _
<br />1 - 3 4• j e 12 1/2' O.C. I - 1
<br />L I
<br />EO '
<br />I-- i WOOD ANCHORS * * Amu:
<br />1 _ _1 I STAGGERED W/ STUD
<br />EO - (SEE SCHEDULE ON sPAmL M WX! E + In' LONG I:
<br />�/���7 I I SHEET 11) (1) W OOLLoo OM a IVIED 10 A ONE grow MM9M0 WRHN IS-O'
<br />2'a4' WOOD `/ *MGM. " ME 4" ORIENRrno"NA
<br />N A rAEBIWCn.ON FMM ANY
<br />PLATE REQUIRED ,- WOOD ANCHORS jSIM
<br />- STAGGERED W/ STUD O. 9W3T� . E ELIN®F�W Oi0/®A6 _�. PLATE REWIRED (x) N1CN00 SWIG 1N1U CowDI011 M OW4 WlE FEIWE O o
<br />(SEE SCIEOILE ON IO1G A6 THE FONOOG OOIOnMO ARE - - _ - 11YLL WlE OW6) LIMA E ]PAOm WXMN Al W 1/4' O.C. I
<br />_ _ SHEET 11) C0111m TIME .8 AUTFA tO11 FROM F2 ,n" C.C. WVZM ALLOWED o I
<br />(t) Towas" AND IEMN mum
<br />I RAINO W .00. -a P.1. (3) MARL 2 oF9E PAId tDNoiH M tYfED TD O' A IN'Y OPEIOR6
<br />- ` . (2) LNOIBM saw PAANa LETNGM e I (ROE A RHOWCFON rIIOY LAN= ►WALL LOW" ALLORM ON
<br />R• 9ORDIAL SMELT 11)
<br />WALL
<br />��p MOUNTING
<br />F (3) STOW PARd WMwAMI W O,Lv ALTERNATIVE 2W I 0) I I/2• LONG SPµId CIMM /M 9. E A aoMTm ON
<br />LLTRYAVYE 1yLR T WNATIYE iT E i F Wf0 AN E 60K W000 AME 1M1 SCALE 3/6-1' LER 2 MALAIOM Or t ;a LONG (ARGON M ITS (PLY
<br />M60 i0R WIND 2O0 ,, 4 NO 3 AS ODUM M AM i
<br />[-IOW TrAM MM AND THE 2000 (7A E YMN) a THE FL R"
<br />SLUE 3/e_,' (4) M3WLATIw WWA GILT FOR wL i 9IADR0 TAW.
<br />I lOI2A3PA Ag1YE 1 11
<br />-- 'ERA 7/ w
<br />t107F5 �►:'.L\CENT N��
<br />•• FLORIDA BUILDING CODE Non High Veloci Hurricane Zone
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. _ - z ? TIWOW LTEOO..NC A.
<br />NDIE FDR coMellunoN of sEctroNs: .' N0.44167 '• 24 DACE GALVANIZED STEEL STORY PANEL F
<br />DESIGN PRESSURE RATING (P6.1) AND PANEL LENGTHS - * : * T * W,w a
<br />TOP ,k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR -z q In/27/�
<br />COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') -•q9 STATE OF:r�`
<br />--j GLOBAL PROTECTION PRODUCTS, U.C.
<br />INSTALLATION. ":q0 ••,F(aRID>'�.. IIW7 qz E C O IN.. .WOO Sr. 6, s1ER DAE
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD Ls').o a, a r a WN.Y NANoa n a1r oMLrtw,AT'•''• ww.`.. Pw w-1o.,.;a"--,- PHONE IM)WWF . rNt (w)a0s M7 0-1 5
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC / N u-aW/�wrr- olLL - w
<br />DENSITY OF 0.55 OR EOUAL. ArNR TIE/NAw WN.iIR A 7 Jr., PL as 1T-w , •' MEET l O 16
<br />N1 )
<br />GENERAL NOTES
<br />OPtrWk B_MS
<br />(c) m LUSTING WOOD �.y.�CGRAVITY c . OSs wN.r.2INMe LSIAeSi
<br />UCT EVµAOOLUYENT (P.EDJ HAS BEEN VERIFIED FOR COMPLIANCE ANCEIN ACCORDANCE - 1/4'0 TAPCON ANCHORS. AS MANUFACTURED BY IT BLINLDEX, INC
<br />WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. THIS STORY PANEL SHALL NOT BE INSTALLED AT HIGH - #14-10 PMIELYATE FEMALE ID AND PNNELSNTE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />VELOCITY HURRICANE ZONES (MINI-OADE / BRO,WARD COUNTIES). - 1/4.0 LAG SCREWS PER N.O.S.
<br />DESIGN WINO LOADS SHALL BE RAINED AS SECTION 1609 OF THE MENTIONED CODE, FOR A BASIC WINO DETERMINED PER SE E ABOVE DINED y
<br />- 7 i6 a 5 8' WOOD RUSHING, AS DISTRIBUTED BY ALL POINT SCREW BOLT tr SPECIALTY CO.
<br />$ P WILL IN FOR A (ACTOR
<br />PEED AS REOUWED BY THE JURISDICTION MYIERE STORM PANEL LL BE INSTALLED, AND DXECTIONAJIY
<br />KD- 7-1 AR N MA.YM ASD. T. IN ' 085. USING A17' 6 0 SHALL O E%CEED THE UY DESIGN PRESSURE M NOS pOATED ON $MEETS .1 M M TI TINT T AR 1 1 F P 1 ( ) C AO IA1U THREADED PERWTM ON 0 W000 OF APCON CNORS SIHµ1 BE 2 AND 2 OR ELCO AREUN L PLUS
<br />1 9 TINRII 12 A 17 18. AND PAN D [LMALE FEMALE ro
<br />IN DIRER TO VEWR1' THE ABOVE CONDITION, ULTIMATE DESIGN WINO LOADS DCTFJMINED PER ASCE 7-78 SMALL
<br />E FIRST
<br />DESIGN
<br />REDUCED TO ASD. PRESSURE RATING BY MULTIPLYING THEM BY 0.6 M ORDER TO COMPARE THESE W/ MAX. (A. SD) C.2) MINIMUM THREADED PENETRATION Of LAC SCREW. TIRO THE WOOD FRAME UNIT SMALL BE 1 1/2'. NO TREADED
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3, 9 THRU 12 k 17. 18, PENETRATION INTO STUCCO SMALL E CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION.
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS P.ED. AS TESTED WERE NOT OVER STRESSED. A 33% INCREASE IN NADWLBLE
<br />STRCSS FOR WARD LOADS WAS HDS USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN C.3) MINIMUM EDGE DISTANCE OF LAC SCREWS, INTO WOOD SHALL K AS INDICATED M THIS DRAWING
<br />ACCORDANCE WITH N.D.S. 2018.
<br />STORM PANEL •5 ADEQUACY FOR *PACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION ISCIl .2 OF C.4) MINIMUM PENETRATION OF WOW BUSHING SMALL BE 5/8' 1/.' 0-20 SCREWS USED SMALL BE 1 1/2• LONG MINIMUM
<br />• MNp WITH
<br />THE ABOVE MENTIONED CODE AS PER AMERICAN TEST lAB OF SOUiH1 FLORIDA REPORTS /0811.01-01 AND /021902-09. AS SHOULD STUCCO EXIST, AND MUM FOR WAILS NO STUCCO,
<br />PER SSTO 12-20 k ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT O,1Z3.01-10 AS PER CS) IN DINNE T PRECAST STOW, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD 80AR05 BE FOUND ON THE EXISTING
<br />TAND TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED ,N ACCORDANCE W/ SECTION ION OF THE WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS.
<br />FLORIDAORIDA BWLDIIJG CODE. ANCHORAGE SMALL BE AS MENTIONED IN C.1), C.2) tr CA)
<br />2. ALL ALUMINUM EXTRUSIONS TO BE Stil 6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER
<br />1 ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE 3105-Ht4 ALLOY 8. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEET$ 4
<br />4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL ASTM A-653 GRADE W MINIMUM. G-60 GALVANIZED THROUGH 5) EXCEPT THAT HEADERS® k® SMALL NOT BE USED,
<br />STEEL DESIGNATION W/FY- 92.2 AN (MIER ROLLED). 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE
<br />5 ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 /PSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER WN ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOW FRAME
<br />50(l W/ 50 "i YIELD STRENGTH AND 90 Nil AN TENSILE STRENGTH D SHALL COMPLY W/ FLORIDA 13URDING CODE SECTION BURDINGS.
<br />24,1.33A. 10. EACH RECLAIM STORM PANEL WITH LENGTHS OVER 90-, AS PER SECTIONS 1, 2, 4, 5, 6 AND ALTERNATIVES SW, 3W tr 4W ON
<br />6 BOLTS 10 BE ASTMA-307 GALVANIZED STEEL AlR A304 SERIES STAINLESS STEEL WITH 36 M.i MINIMUM VELD STRENGTH. SHEETS 4. S. 6 k 7 RESPECTIVELY: SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENWT TO
<br />SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING.
<br />7. ANCHORS TO WALL SHALL BE AS FOLLOWS: 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH
<br />(A) IO EXISTICONCRETE THE BUILDING TO PREVENT WIND/RAM INTRUSION
<br />NG POUR®
<br />- 1/4.0 TAi'COPI ANCHOR$ AS MANUFACTURED BY I.T.W. BUILDEX. INC- (Min. T'c=3192 Ps.,.) 12. STORM PANEL INSTALLATION SMALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS
<br />- 1/4' IFa ,/a. CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC- PROVIDED BY THE JURISDICTION WHERE PERMIT IS All TO.
<br />- 13. (o) (MI W Fc-3OW P..i.)
<br />• 3/4' SO -SET /INCNRS, OAS DISTRIBUTED BY N.l. PONT SCREW. BOLT k SPECIALTY CO THIS PRODUCT EVALUATION AN N DOCUMENT (P E.O.) PREPARED BY TENGINEER IS GENERIC D DOES NOT PROVIDE INFORMATION
<br />(MIN. - ►14-10 PANELMATE FEMALE O k PARELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. FOR A SITE SPECIFIC PROJECT, :.e WHERE THE SITE CONDITIONS DEVIATE FROM THE P-E-D.
<br />- 1/4.0 ZAMAC MAJUN ANCHORS. AS MANUFACTURED BY DEW'ALT. INC. (6) CONTACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING UFE SAM OF THIS PRODUCT
<br />A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SMALL BE 1 3/e. 2- FOR it PANELWTE AND BASED ON tHTS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DEINLED ON tMTS DOCUMENT.
<br />1 3/4- FOR ZAMAC NNUIN ANCHORS. CONSTRUCTION SAFEFY AT SITE IS THE CONTRACTOR'S RESP'ONSIBILTY.
<br />A2) CALK -IN tr SOLID -SET ANCHORS SHALL E EMKWFD 7/8' INTO THE POURED CONCRETE. NO EMBEDMENT INTO (<) TAROS PROCUCi EVAWTION DOCUMENT HALL BE CONSIDERED eNAUO IF MODIFIED.
<br />STUCCO SHALL E PERMITTED. 1/4. 0-20 SCREWS USED SHALL E 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST, (it) SITE SPECIFIC PROJECTS SHALL E PREPARED BY A ROR04 REGISTERED ENGINEER DR ARCHITECT WHICH WILL SCONE THE
<br />AND 1' MINIMUM FOR WALLS WITH NO STUCCO. AND MAY E HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD (E.O.R.) FOR T14E PROJECT AND WHO WILL BE RESPONSIBLE FOR THE
<br />BUT WITH WMC HUTS. PROPER USE OF THE RED ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE
<br />P.E.D. ENGINEER. SHALL SUBYT TO TwS UTTER THE STE SPECIFIC DRAWINGS FOR REVIEW.
<br />A3) IN CASE THAT PRECAST STOW, PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS E FOUND ON THE
<br />EXISTING WALL OR FLOOR. ANCHORS SHALL E LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS (.) THIS P.E.D. SMALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONµ
<br />ANCHORAGE SHALL BE AS MENnONED IN AI) AND IN 0,2). ENGINEER OF RECORD THAT PREPARED I1.
<br />(8) TO EXISTING CONCRETE BLOCK WµL ASTIM C-90. 14, SHUTTER WWUFACTLRER'S LABEL SHALL ION BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />- I/4. 0 TAPCON ANCHORS AS MANUFACTURED BY I. T. W. FILKLDEX, INC. PANE SHUTTER IN ACCORDANCE WITH SECTION µE 1709.9.2 OF FLORIDA BUILDING CODE. ONE LABEL
<br />- 1/4- I z 7/6• CALK-M ANCHORS. AS MANUFACTURED BY OEWµT, INC. SHL PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 17D9.9.3 Or THE
<br />- 1/4-9 IT3/4' SOLO -SET ANCHORS. AS DISTRIBUTED BY NA POINT SCREW. BOLT k SPECIALTY CO. FLORIDA BULGING CODE.
<br />- pATE FEMµE O AND PANEL 4-10 PMELMMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION P TRIUNE
<br />- 1/4' 0 ZAMAC NNUN ANCHORS. AS MANUFACTURED BY DEWAI.7, INC CEP A. rq�/
<br />0, I) MWMUY EMBEDMENT OF TAPCON ANCHORS, ELCO PMELMATES AND ZAMAC NAILIN ANCHOR, INTO THE GEN
<br />BLOCK UNIT SHALL BE 1 1/4' r?.•~F�r\.� S ••'•9 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone
<br />9.2) CALK -IN k SOLID -SET ANCHORS SHALL BE EMBEDDED 7/e' INTO THE CONCRETE BLOCK UNIT. NO E�NT•IR1044 7 SIT .202o nT¢o. rc. 24 GAGE GALVANIZED STEEL STORY PANEL 01r�,A'n..
<br />STUCCO SMALL BE PERMITTED. 1/4' 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOULD EXIST, TIE �e.��
<br />2
<br />AND 1' MINIMUM FOR WALLS WITH NO STUCCO. F�--y-'l I LT Ei'� GLOBAL PROTECTION PRODUCTS, LLC. INn-
<br />"� STATE F -
<br />B.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUR F(aR) TLIAT 7�Wi,N6 a LNeNNEWM cow AeOD s.W S, I1,RT
<br />EXISTING WALL, ANCHORS SHALL E TONG ENOUGH TO REACH THE ARAM STRUCTURE BEHIND SUCH P \� - /..L/}-'-�.,-1 . r a - •WWPr w 33,r CAME. it =
<br />�I,. S ••..... G / -.. YOSI =�ar -W C,_,w F1CIE (66A).eP-76M. FAC (-Nww , 20-175
<br />ANCHORAGE SMALL BE AS MENTIONED IN 8.1) AND IN 8.2). -'I. /a NAI t� G-oW.7,W 1�M owNINM w
<br />rrTNsllNlllll NAAN PE 4A/SMAATR[/WE PALTER A NL.ULF ... P.E -
<br />Nt 7I IHER , .TO,
<br />INSTALLATION DETAILS FOR REGULAR PANEL ()
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />E�tISTIND POURED CONCRETE C POURED CONCRETE
<br />OR CONCRETE BLACK CONCRETE BLDCK
<br />.t REQUIRED,EOUIREO.
<br />_ SEE SCHEDULE ON CONCRETE ANCHORS
<br />(9HSCHEDULE ON EETSS99 THROUGH 10) _....0 SHEETS9 THROUGH 10) ,%/''•, O��IIENG�E�D
<br />_ '. 1 _ CONCRETE BLOCK_. _ 3 , r4 xi ,•
<br />♦- ,/2- 1/4' 1 ,/2. 1/4, REQUIRED � .__s • H•AO sous
<br />'/ NIT, _._- -. - - %1 MAX _ . coNCRETE WI+cNNoas // �-
<br />r I I /' I I (SEE SGH[DUIE ON / /� ' I - _ _ _ _ -1
<br />LD ' j ( LID j� I SHEETS B THROUGH 10)
<br />%� / rML��i7iTiLN(� I -.(a) I `.7/
<br />L i 1 I I
<br />L -J_ +/.y_2o,- 0_ _ _L_ ,/N•s-eon• ED. / j/ 1
<br />_.--- __ ___ -._
<br />f --- --'I, �� - - i-. _. _ 6d,s .J(] If- - 6-�- ss e0.1s r
<br />1 _ T�0 .. i _ - M RRRgpwW¢j`•' ® TO GLASS. I (lE NSW ws4
<br />EX F (SEE SCHEDULE I IOIRN O•sR Tom') 1' Moz 4 (SEE SCHEDULE I = On1 Tom' 1
<br />CLASS I ON SHEET 3) 1 I PANEL LENGTH 1 ON SHEET 3) 1 `:. '^ L I
<br />I i (SEE SCHEDULE B I -L• Maz. IMin. SEPAMIION I i• Yo1.
<br />I I ON SHEET 3) 9 I PANEL LENGTH TO PANEL LENGTH
<br />CONCRETE ANCHORS I. I 11 f, L (SEE SCNEDUIE -1(SEE SCHEDULE I (SEE SREDILE
<br />(SEE SC DULE ON I 0 I I ON ET 3) I ON SwET 3)
<br />SHEETS 9 THROUGH , ( I R I /� ON SHEET 3) I _.__ _ _____,I -
<br />Sox
<br />// I O 'L, 4 Z,�J Ew$nHG� i /�
<br />, 11I EO /% 1 4Y-20.HW eY.ts '// �i�°l� 1 OF 'L7 G '' I �%
<br />I i . . r • 0 qr ol.0 I. - 1 / j%; i MAX. j/ / ', �, iI
<br />i l /. /. I
<br />E.D ( ._1 I E D / I E.D. /. I I
<br />- / j t� ICON TIRE POURED
<br />� I I O 12 I/Y O.r- 1 ''', - -...I 4 AJPAPAJCABitE)
<br />//'' ' - ,. Rr4V'siwm raW a CONCRETE BLOCK I I CONCRETE ANCHORS J I
<br />'-co---Eo-- yr-a.,• ss Ya ./ MR REouNED. /�, 1 Y
<br />®-- (SEE SCHEDULE GI+ - --.--- I
<br />• t2 ,n' D.C. - - SPINETS B TNROIxUN 10)
<br />11-13 / 1 µTERHATE-'' M"'' - /" W/ ®ONLY WREN SOLID
<br />___.LEG LOCATION i�/, : SET k CIµ/(-M HOES EXISTING POURED CONCRETE
<br />' 11. - � ARE USED tr W/ WHEN --
<br />PAIELMATES OR CONCRETE BLOCK
<br />ALTERNATE CONCRETE �TMG POURED CONCRETE CONCRETE ANCHOR _ ARE LASED. EDUIRED.
<br />ANCHORS OR CONCRETE BLOCK REWIRED. STAGGERED W/ ETAS
<br />(SEE SCHEDULE ON (SEE SCHEDULE ON
<br />SLEETS 9 TF111011GN 10) SHEETS 9 THROUGH 10)
<br />BUILDAFf yTING M&M ING WALL MOUNTING
<br />IffECT MOUNT
<br />SCALE 3/8-1- SCALE 3/8-1- SCALE 3/11I
<br />r�PAA. . Sy
<br />N=��'�' CENp lsj FLORIDA BuuaNc CODE Non High Velocity Hurricane Zone
<br />2 Z
<br />1 J . 44167 = °'°i0 "'� "` 24 GAGE GALVANIZED STEEL STORM PANEL r''
<br />* . olWArn R
<br />NOTE FOR COMBINATION OF SECTIONS: s
<br />ED. - EDGE DISTANCE = E' STATE 0� ( - I L E C O INt. GLOBAL PROTECTION PRODUCTS, LLC. W r/�
<br />(SEE SCHEDULE ON TOP do BOTTOM MOUNTINGS CAN BE 9 •. •` £- .- - NW S.W. 51 STOW
<br />SHEETS 9 k 10) COMBINED IN ANY WAY TO SUIT ANY "%.O,t, • F1 QP• t
<br />aR1 W d a M.r WAOA R »w IYWL FI33T1.
<br />INSTALLATION. F /O ... •''G\Al�AO 2n? w:e Lm n�,-,amp-: .-OWN-Mal RwE: (w)ee-T»N. rn (.e4)ea-en7 20-175
<br />owwG xo-
<br />'y11AIA C -Coot], y
<br />•MAIN 1 IWALiFII A >uR O.E r IHR1 4 Or to
<br />NI
<br />INSTALLATION DETAILS FOR REGULAR PANEL 1, INTO WOOD
<br />4'.6• (MAIN.) DUSTM W000 _ _ - ___ IDGTON
<br />BEAM REQUIRED. STRUCTURAt. 1
<br />ADEQUACY OF Exr-iMC WOW
<br />BEAM TO BE CERTIFIED BY -
<br />REGISTERED ENGINEER OR 1ED ""- E: j-�, / _..`L`5'�
<br />ARCHITECT PRIDE TO SHUTTER
<br />INSTALLATION' WOW ANCHORS ALTERNATE WOW A/1CHICRS - - I' Al -
<br />._ (SEE SCHEDULE ON (SEE SO4EDULE ON -- - ! I I tTALI' Hu 10NMLe READ
<br />SHEET 11) SHEET 11) .l rc_I -EO-EQ- -1ITHIN-�m'� So" am
<br />!f !0 - I 1/1. - • 12 ,n• oc
<br />1/4'
<br />I --1 MAX. W000 MEADEIT v A �•,; 1/2- - - _._ _ --_ -___ _ 1
<br />1 z -. 1 ReouTRED - I -
<br />�� I I - ,.-2d,•
<br />EX GANG i t i wooD ANCHORS _ r - I/ - ac
<br />Is,p•O.a
<br />1 I (SEE SCHEDULE ON ' I Min. t I
<br />�EPARATON I O SHEET 11) / : ® i O
<br />CUSE.(SEE I
<br />-.E SCHEDULE I IH�,-Col' � j
<br />ON SMELT 3) i l W11 wlE1 f (SERE SCNED LE ON SHEET 3) 1 ,/4ti-m,' 'L• MAX.
<br />_ 1 ♦� N g6. el r PANEL LENGM
<br />1 1 IlOMOH OAF J� PAN1. EL LENGTH i - _ - Y ' i - -. of m wLL (SEE SCHEDULE
<br />-. _..-. N (SEE SCHEDULE EXISTING I t►�/�_/,( 1 IHPN D:01 J!I ON SHEET 3)
<br />MASS-
<br />I I . 41 r - -- At - , -
<br />1 1 `� SOR 1 1 del OF Y'
<br />1 t^`� 1 4@ M F� F 1 �1� MAX.
<br />( .. j 0 12 1/2- O.C. I jt - I -- t.. -.
<br />1 �J 1 EO ij2.
<br />NO FMI.5111 1 I - I 1/4.4-ilil
<br />ALLOWED T I EO ,HEAD INAL"
<br />11 1 -. 1 I t -_ 1 - � -RSV• 6 I/.• O.C.
<br />4
<br />_... - - _-_ I'X6- WOOD 2'a4' WOOD PLATE
<br />__ - - -. - - DECK REWIRED REQUIRED - WOW ANCHORS
<br />WOOD ANCHORS -.. -. (SEE SCHEDULE ON
<br />(SEE SHEET 11uU� .. .---_ J/• -. ___. _ SHEET 11)
<br />-_ _2' WIN. - -. - _ _ . _. _.
<br />rt�N_G�����R MOUNTING 8U1���UN��
<br />AL�y T (Ryl1E 13W L NATIVE 41LiLL WW
<br />SCALE 1/8-1' H HININ SCALE 3/6-1'
<br />�TyFl of ri "�i
<br />w.
<br />I
<br />NOTE FOR COMBINATION of SECTIONS:. i NO. 4416E £
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. AS.D. 2T*; C FLORIDA BUILDING CODE Non h Velocity Hour cam Zone
<br />2 .
<br />• W omto TXIFDa K r
<br />T TT z
<br />1.
<br />OP k BOTTOM MOUNTINGS CAN 8E PRESSURE RATAN .I.H AN PAN NTH DESIGN TIES URE G D EL LENGTHS P ) t 24 GAGE 6ALVANfrii•D STEEL STORM P
<br />SEAT
<br />ORY PANEL
<br />E aWA. W.
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />OF
<br />As PER SCHEDULES ON SHEET 3 z�•• •�yi
<br />INSTALLATION, 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD% c
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC %• •---a � = I L E C O l GLOBAL PROTECTION PRODUCTS, Lw• " an'-°'P
<br />DENSITY OF 0.55 OR EQUAL ANAL E • /- � TL3r : k aNOW eNENP.Nv .eW :r, al LER
<br />h...........PUA / ;' . - - IL Na a •AOr Ww,st w Yrr NARK• n- MI.
<br />/ , r-.le;�-:ate^ m-,w Mac W)M-?U& I- (w)w- M 20-175
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<br />(1) L+: MA3MUM ALLOVAWE PANEL LENGTH FOR A GNEM POSPA AS.O. DES" LOAD.
<br />L-: MAX, ALLOWABLE PANEL L016M FOR A OMEN NEGATIVE ALS.D. DESIGN LOAM.
<br />(2) PROCEDURE TO DETERMINE MAXIMUM PANEL LDOM
<br />OMEN A POSITIVE Al DESIGN LOAD, DETERMINE MAXIMUM PANEL LENGTH 'L+' FROM SCHEDULE.
<br />GIVEN A NEGATIVE ASD. Of" LOAD, DETERMINE MAXIMUM PALL LENGTH 'L-' FROM SCHEDULE.
<br />FOAL MAOTILRA A WWAEE Ill LENGTH MS EOUA TO THE MP1 M NTMAWEO PANEL LIDNGM
<br />BETWEEN 1.' NAND'L-'.
<br />(3) SEE SCHEDULE BELOW FOR MN. PANEL LENGTH FOR POROSITY GUMUFGUION.
<br />r INSTALLATIONS INTO WOOD ARE LUM TO t 95 P.I. MAX ASD. DESIGN PRESSURE MTING
<br />q = A- % 10 tr 11 FOR MAX. A$4- DESIGN LOADS IF MAR . PANEL LENGM$ FOR
<br />SPACER Q IS USED.
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<br />INTO WOOD STRUCTURES
<br />` . ._ WOOD ANCHORS --- -,11 • :, -- '- --"---S'ETPARATON ' -. I � - ---- - -,
<br />11 ,
<br />/ - I (SEE SCHEDULE ON { t I I/.Y�m++' I - _(SEE SCHEDULE - t t/r.-To+•
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<br />WOOD HEADER / ( I __-
<br />_-.. _) EXISnEWi-1 BLFr I - --.. i PANEL LENGM
<br />REQUIRED_ .._ .. O WOW ANCHORS _ ,._ '� GU555 tPR�`BL\"(SEE SCHEDULE
<br />_ N, 2 (SEE SCHEDULE CON '� I L___ _- _ -- ON i._ _� '. ON SHEtT le
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<br />H�7NcnH I MAX.
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<br />1 I -'�7 D.C. (SEE TABLE /1 ON SHEET 11.)
<br />I L9n. 1 1 I SEE NOTE H- BELOW FOR LIMITATIONS FOR
<br />1 SEPARATION I •L. 1 I -L• MAX. _ 1 1/2. ECHIC SLEEVES.
<br />PANSEEEL LENCITH
<br />1�- TO GLASS. PANEL LENGTH 1 I
<br />(SEE SCHEDULE 1
<br />1 ON SHEET 3) I ( ON SHE � I I ( ON SHEET 3) - PANEL MATE FEMALE O OR PANEL MATE
<br />-Fpi1• .i PLUS (SEE SCHEDULE ON SHEET IT)
<br />L, BO 15 w
<br />1 `/ I N EA OW3� 1 M.. , . J ..
<br />EXISTING 1 1 I nHoFwa 7-r) EXISTING 1 ro I 2'.4• WOOD ;:
<br />CA55 -1 t- - - I GLASS-- 'T SEE SCHEDULE- 1 � PLATE REQUIRED
<br />i i i ON SHEET 3) 1 L'1 DIRECT MOUNT W/ SPACER a
<br />i. -- f - -- T 1 * I ALTERNATIVE 2W'
<br />T (T) I -L'1'' I .,� SCALE 3/Mi'
<br />1 I `'' l� ' SEE TABLE I ON SHEET ,1 FOR MAX. PANEL LENGTHS k
<br />1 SOX 1 -1 O 12 1/2' O.C. MAX. A.S.D DESIGN LOADS FOR THIS INSTALLATION.
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<br />•• FLORIDA BUILDING CODE Non High Veloci Hurricane Zone
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. _ - z ? TIWOW LTEOO..NC A.
<br />NDIE FDR coMellunoN of sEctroNs: .' N0.44167 '• 24 DACE GALVANIZED STEEL STORY PANEL F
<br />DESIGN PRESSURE RATING (P6.1) AND PANEL LENGTHS - * : * T * W,w a
<br />TOP ,k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR -z q In/27/�
<br />COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') -•q9 STATE OF:r�`
<br />--j GLOBAL PROTECTION PRODUCTS, U.C.
<br />INSTALLATION. ":q0 ••,F(aRID>'�.. IIW7 qz E C O IN.. .WOO Sr. 6, s1ER DAE
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD Ls').o a, a r a WN.Y NANoa n a1r oMLrtw,AT'•''• ww.`.. Pw w-1o.,.;a"--,- PHONE IM)WWF . rNt (w)a0s M7 0-1 5
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<br />DENSITY OF 0.55 OR EOUAL. ArNR TIE/NAw WN.iIR A 7 Jr., PL as 1T-w , •' MEET l O 16
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<br />GENERAL NOTES
<br />OPtrWk B_MS
<br />(c) m LUSTING WOOD �.y.�CGRAVITY c . OSs wN.r.2INMe LSIAeSi
<br />UCT EVµAOOLUYENT (P.EDJ HAS BEEN VERIFIED FOR COMPLIANCE ANCEIN ACCORDANCE - 1/4'0 TAPCON ANCHORS. AS MANUFACTURED BY IT BLINLDEX, INC
<br />WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. THIS STORY PANEL SHALL NOT BE INSTALLED AT HIGH - #14-10 PMIELYATE FEMALE ID AND PNNELSNTE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />VELOCITY HURRICANE ZONES (MINI-OADE / BRO,WARD COUNTIES). - 1/4.0 LAG SCREWS PER N.O.S.
<br />DESIGN WINO LOADS SHALL BE RAINED AS SECTION 1609 OF THE MENTIONED CODE, FOR A BASIC WINO DETERMINED PER SE E ABOVE DINED y
<br />- 7 i6 a 5 8' WOOD RUSHING, AS DISTRIBUTED BY ALL POINT SCREW BOLT tr SPECIALTY CO.
<br />$ P WILL IN FOR A (ACTOR
<br />PEED AS REOUWED BY THE JURISDICTION MYIERE STORM PANEL LL BE INSTALLED, AND DXECTIONAJIY
<br />KD- 7-1 AR N MA.YM ASD. T. IN ' 085. USING A17' 6 0 SHALL O E%CEED THE UY DESIGN PRESSURE M NOS pOATED ON $MEETS .1 M M TI TINT T AR 1 1 F P 1 ( ) C AO IA1U THREADED PERWTM ON 0 W000 OF APCON CNORS SIHµ1 BE 2 AND 2 OR ELCO AREUN L PLUS
<br />1 9 TINRII 12 A 17 18. AND PAN D [LMALE FEMALE ro
<br />IN DIRER TO VEWR1' THE ABOVE CONDITION, ULTIMATE DESIGN WINO LOADS DCTFJMINED PER ASCE 7-78 SMALL
<br />E FIRST
<br />DESIGN
<br />REDUCED TO ASD. PRESSURE RATING BY MULTIPLYING THEM BY 0.6 M ORDER TO COMPARE THESE W/ MAX. (A. SD) C.2) MINIMUM THREADED PENETRATION Of LAC SCREW. TIRO THE WOOD FRAME UNIT SMALL BE 1 1/2'. NO TREADED
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3, 9 THRU 12 k 17. 18, PENETRATION INTO STUCCO SMALL E CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION.
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS P.ED. AS TESTED WERE NOT OVER STRESSED. A 33% INCREASE IN NADWLBLE
<br />STRCSS FOR WARD LOADS WAS HDS USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN C.3) MINIMUM EDGE DISTANCE OF LAC SCREWS, INTO WOOD SHALL K AS INDICATED M THIS DRAWING
<br />ACCORDANCE WITH N.D.S. 2018.
<br />STORM PANEL •5 ADEQUACY FOR *PACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION ISCIl .2 OF C.4) MINIMUM PENETRATION OF WOW BUSHING SMALL BE 5/8' 1/.' 0-20 SCREWS USED SMALL BE 1 1/2• LONG MINIMUM
<br />• MNp WITH
<br />THE ABOVE MENTIONED CODE AS PER AMERICAN TEST lAB OF SOUiH1 FLORIDA REPORTS /0811.01-01 AND /021902-09. AS SHOULD STUCCO EXIST, AND MUM FOR WAILS NO STUCCO,
<br />PER SSTO 12-20 k ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT O,1Z3.01-10 AS PER CS) IN DINNE T PRECAST STOW, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD 80AR05 BE FOUND ON THE EXISTING
<br />TAND TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED ,N ACCORDANCE W/ SECTION ION OF THE WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS.
<br />FLORIDAORIDA BWLDIIJG CODE. ANCHORAGE SMALL BE AS MENTIONED IN C.1), C.2) tr CA)
<br />2. ALL ALUMINUM EXTRUSIONS TO BE Stil 6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER
<br />1 ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE 3105-Ht4 ALLOY 8. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEET$ 4
<br />4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL ASTM A-653 GRADE W MINIMUM. G-60 GALVANIZED THROUGH 5) EXCEPT THAT HEADERS® k® SMALL NOT BE USED,
<br />STEEL DESIGNATION W/FY- 92.2 AN (MIER ROLLED). 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE
<br />5 ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 /PSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER WN ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOW FRAME
<br />50(l W/ 50 "i YIELD STRENGTH AND 90 Nil AN TENSILE STRENGTH D SHALL COMPLY W/ FLORIDA 13URDING CODE SECTION BURDINGS.
<br />24,1.33A. 10. EACH RECLAIM STORM PANEL WITH LENGTHS OVER 90-, AS PER SECTIONS 1, 2, 4, 5, 6 AND ALTERNATIVES SW, 3W tr 4W ON
<br />6 BOLTS 10 BE ASTMA-307 GALVANIZED STEEL AlR A304 SERIES STAINLESS STEEL WITH 36 M.i MINIMUM VELD STRENGTH. SHEETS 4. S. 6 k 7 RESPECTIVELY: SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENWT TO
<br />SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING.
<br />7. ANCHORS TO WALL SHALL BE AS FOLLOWS: 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH
<br />(A) IO EXISTICONCRETE THE BUILDING TO PREVENT WIND/RAM INTRUSION
<br />NG POUR®
<br />- 1/4.0 TAi'COPI ANCHOR$ AS MANUFACTURED BY I.T.W. BUILDEX. INC- (Min. T'c=3192 Ps.,.) 12. STORM PANEL INSTALLATION SMALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS
<br />- 1/4' IFa ,/a. CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC- PROVIDED BY THE JURISDICTION WHERE PERMIT IS All TO.
<br />- 13. (o) (MI W Fc-3OW P..i.)
<br />• 3/4' SO -SET /INCNRS, OAS DISTRIBUTED BY N.l. PONT SCREW. BOLT k SPECIALTY CO THIS PRODUCT EVALUATION AN N DOCUMENT (P E.O.) PREPARED BY TENGINEER IS GENERIC D DOES NOT PROVIDE INFORMATION
<br />(MIN. - ►14-10 PANELMATE FEMALE O k PARELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. FOR A SITE SPECIFIC PROJECT, :.e WHERE THE SITE CONDITIONS DEVIATE FROM THE P-E-D.
<br />- 1/4.0 ZAMAC MAJUN ANCHORS. AS MANUFACTURED BY DEW'ALT. INC. (6) CONTACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING UFE SAM OF THIS PRODUCT
<br />A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SMALL BE 1 3/e. 2- FOR it PANELWTE AND BASED ON tHTS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DEINLED ON tMTS DOCUMENT.
<br />1 3/4- FOR ZAMAC NNUIN ANCHORS. CONSTRUCTION SAFEFY AT SITE IS THE CONTRACTOR'S RESP'ONSIBILTY.
<br />A2) CALK -IN tr SOLID -SET ANCHORS SHALL E EMKWFD 7/8' INTO THE POURED CONCRETE. NO EMBEDMENT INTO (<) TAROS PROCUCi EVAWTION DOCUMENT HALL BE CONSIDERED eNAUO IF MODIFIED.
<br />STUCCO SHALL E PERMITTED. 1/4. 0-20 SCREWS USED SHALL E 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST, (it) SITE SPECIFIC PROJECTS SHALL E PREPARED BY A ROR04 REGISTERED ENGINEER DR ARCHITECT WHICH WILL SCONE THE
<br />AND 1' MINIMUM FOR WALLS WITH NO STUCCO. AND MAY E HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD (E.O.R.) FOR T14E PROJECT AND WHO WILL BE RESPONSIBLE FOR THE
<br />BUT WITH WMC HUTS. PROPER USE OF THE RED ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE
<br />P.E.D. ENGINEER. SHALL SUBYT TO TwS UTTER THE STE SPECIFIC DRAWINGS FOR REVIEW.
<br />A3) IN CASE THAT PRECAST STOW, PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS E FOUND ON THE
<br />EXISTING WALL OR FLOOR. ANCHORS SHALL E LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS (.) THIS P.E.D. SMALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONµ
<br />ANCHORAGE SHALL BE AS MENnONED IN AI) AND IN 0,2). ENGINEER OF RECORD THAT PREPARED I1.
<br />(8) TO EXISTING CONCRETE BLOCK WµL ASTIM C-90. 14, SHUTTER WWUFACTLRER'S LABEL SHALL ION BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />- I/4. 0 TAPCON ANCHORS AS MANUFACTURED BY I. T. W. FILKLDEX, INC. PANE SHUTTER IN ACCORDANCE WITH SECTION µE 1709.9.2 OF FLORIDA BUILDING CODE. ONE LABEL
<br />- 1/4- I z 7/6• CALK-M ANCHORS. AS MANUFACTURED BY OEWµT, INC. SHL PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 17D9.9.3 Or THE
<br />- 1/4-9 IT3/4' SOLO -SET ANCHORS. AS DISTRIBUTED BY NA POINT SCREW. BOLT k SPECIALTY CO. FLORIDA BULGING CODE.
<br />- pATE FEMµE O AND PANEL 4-10 PMELMMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION P TRIUNE
<br />- 1/4' 0 ZAMAC NNUN ANCHORS. AS MANUFACTURED BY DEWAI.7, INC CEP A. rq�/
<br />0, I) MWMUY EMBEDMENT OF TAPCON ANCHORS, ELCO PMELMATES AND ZAMAC NAILIN ANCHOR, INTO THE GEN
<br />BLOCK UNIT SHALL BE 1 1/4' r?.•~F�r\.� S ••'•9 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone
<br />9.2) CALK -IN k SOLID -SET ANCHORS SHALL BE EMBEDDED 7/e' INTO THE CONCRETE BLOCK UNIT. NO E�NT•IR1044 7 SIT .202o nT¢o. rc. 24 GAGE GALVANIZED STEEL STORY PANEL 01r�,A'n..
<br />STUCCO SMALL BE PERMITTED. 1/4' 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOULD EXIST, TIE �e.��
<br />2
<br />AND 1' MINIMUM FOR WALLS WITH NO STUCCO. F�--y-'l I LT Ei'� GLOBAL PROTECTION PRODUCTS, LLC. INn-
<br />"� STATE F -
<br />B.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUR F(aR) TLIAT 7�Wi,N6 a LNeNNEWM cow AeOD s.W S, I1,RT
<br />EXISTING WALL, ANCHORS SHALL E TONG ENOUGH TO REACH THE ARAM STRUCTURE BEHIND SUCH P \� - /..L/}-'-�.,-1 . r a - •WWPr w 33,r CAME. it =
<br />�I,. S ••..... G / -.. YOSI =�ar -W C,_,w F1CIE (66A).eP-76M. FAC (-Nww , 20-175
<br />ANCHORAGE SMALL BE AS MENTIONED IN 8.1) AND IN 8.2). -'I. /a NAI t� G-oW.7,W 1�M owNINM w
<br />rrTNsllNlllll NAAN PE 4A/SMAATR[/WE PALTER A NL.ULF ... P.E -
<br />Nt 7I IHER , .TO,
<br />INSTALLATION DETAILS FOR REGULAR PANEL ()
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />E�tISTIND POURED CONCRETE C POURED CONCRETE
<br />OR CONCRETE BLACK CONCRETE BLDCK
<br />.t REQUIRED,EOUIREO.
<br />_ SEE SCHEDULE ON CONCRETE ANCHORS
<br />(9HSCHEDULE ON EETSS99 THROUGH 10) _....0 SHEETS9 THROUGH 10) ,%/''•, O��IIENG�E�D
<br />_ '. 1 _ CONCRETE BLOCK_. _ 3 , r4 xi ,•
<br />♦- ,/2- 1/4' 1 ,/2. 1/4, REQUIRED � .__s • H•AO sous
<br />'/ NIT, _._- -. - - %1 MAX _ . coNCRETE WI+cNNoas // �-
<br />r I I /' I I (SEE SGH[DUIE ON / /� ' I - _ _ _ _ -1
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<br />EX F (SEE SCHEDULE I IOIRN O•sR Tom') 1' Moz 4 (SEE SCHEDULE I = On1 Tom' 1
<br />CLASS I ON SHEET 3) 1 I PANEL LENGTH 1 ON SHEET 3) 1 `:. '^ L I
<br />I i (SEE SCHEDULE B I -L• Maz. IMin. SEPAMIION I i• Yo1.
<br />I I ON SHEET 3) 9 I PANEL LENGTH TO PANEL LENGTH
<br />CONCRETE ANCHORS I. I 11 f, L (SEE SCNEDUIE -1(SEE SCHEDULE I (SEE SREDILE
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<br />//'' ' - ,. Rr4V'siwm raW a CONCRETE BLOCK I I CONCRETE ANCHORS J I
<br />'-co---Eo-- yr-a.,• ss Ya ./ MR REouNED. /�, 1 Y
<br />®-- (SEE SCHEDULE GI+ - --.--- I
<br />• t2 ,n' D.C. - - SPINETS B TNROIxUN 10)
<br />11-13 / 1 µTERHATE-'' M"'' - /" W/ ®ONLY WREN SOLID
<br />___.LEG LOCATION i�/, : SET k CIµ/(-M HOES EXISTING POURED CONCRETE
<br />' 11. - � ARE USED tr W/ WHEN --
<br />PAIELMATES OR CONCRETE BLOCK
<br />ALTERNATE CONCRETE �TMG POURED CONCRETE CONCRETE ANCHOR _ ARE LASED. EDUIRED.
<br />ANCHORS OR CONCRETE BLOCK REWIRED. STAGGERED W/ ETAS
<br />(SEE SCHEDULE ON (SEE SCHEDULE ON
<br />SLEETS 9 TF111011GN 10) SHEETS 9 THROUGH 10)
<br />BUILDAFf yTING M&M ING WALL MOUNTING
<br />IffECT MOUNT
<br />SCALE 3/8-1- SCALE 3/8-1- SCALE 3/11I
<br />r�PAA. . Sy
<br />N=��'�' CENp lsj FLORIDA BuuaNc CODE Non High Velocity Hurricane Zone
<br />2 Z
<br />1 J . 44167 = °'°i0 "'� "` 24 GAGE GALVANIZED STEEL STORM PANEL r''
<br />* . olWArn R
<br />NOTE FOR COMBINATION OF SECTIONS: s
<br />ED. - EDGE DISTANCE = E' STATE 0� ( - I L E C O INt. GLOBAL PROTECTION PRODUCTS, LLC. W r/�
<br />(SEE SCHEDULE ON TOP do BOTTOM MOUNTINGS CAN BE 9 •. •` £- .- - NW S.W. 51 STOW
<br />SHEETS 9 k 10) COMBINED IN ANY WAY TO SUIT ANY "%.O,t, • F1 QP• t
<br />aR1 W d a M.r WAOA R »w IYWL FI33T1.
<br />INSTALLATION. F /O ... •''G\Al�AO 2n? w:e Lm n�,-,amp-: .-OWN-Mal RwE: (w)ee-T»N. rn (.e4)ea-en7 20-175
<br />owwG xo-
<br />'y11AIA C -Coot], y
<br />•MAIN 1 IWALiFII A >uR O.E r IHR1 4 Or to
<br />NI
<br />INSTALLATION DETAILS FOR REGULAR PANEL 1, INTO WOOD
<br />4'.6• (MAIN.) DUSTM W000 _ _ - ___ IDGTON
<br />BEAM REQUIRED. STRUCTURAt. 1
<br />ADEQUACY OF Exr-iMC WOW
<br />BEAM TO BE CERTIFIED BY -
<br />REGISTERED ENGINEER OR 1ED ""- E: j-�, / _..`L`5'�
<br />ARCHITECT PRIDE TO SHUTTER
<br />INSTALLATION' WOW ANCHORS ALTERNATE WOW A/1CHICRS - - I' Al -
<br />._ (SEE SCHEDULE ON (SEE SO4EDULE ON -- - ! I I tTALI' Hu 10NMLe READ
<br />SHEET 11) SHEET 11) .l rc_I -EO-EQ- -1ITHIN-�m'� So" am
<br />!f !0 - I 1/1. - • 12 ,n• oc
<br />1/4'
<br />I --1 MAX. W000 MEADEIT v A �•,; 1/2- - - _._ _ --_ -___ _ 1
<br />1 z -. 1 ReouTRED - I -
<br />�� I I - ,.-2d,•
<br />EX GANG i t i wooD ANCHORS _ r - I/ - ac
<br />Is,p•O.a
<br />1 I (SEE SCHEDULE ON ' I Min. t I
<br />�EPARATON I O SHEET 11) / : ® i O
<br />CUSE.(SEE I
<br />-.E SCHEDULE I IH�,-Col' � j
<br />ON SMELT 3) i l W11 wlE1 f (SERE SCNED LE ON SHEET 3) 1 ,/4ti-m,' 'L• MAX.
<br />_ 1 ♦� N g6. el r PANEL LENGM
<br />1 1 IlOMOH OAF J� PAN1. EL LENGTH i - _ - Y ' i - -. of m wLL (SEE SCHEDULE
<br />-. _..-. N (SEE SCHEDULE EXISTING I t►�/�_/,( 1 IHPN D:01 J!I ON SHEET 3)
<br />MASS-
<br />I I . 41 r - -- At - , -
<br />1 1 `� SOR 1 1 del OF Y'
<br />1 t^`� 1 4@ M F� F 1 �1� MAX.
<br />( .. j 0 12 1/2- O.C. I jt - I -- t.. -.
<br />1 �J 1 EO ij2.
<br />NO FMI.5111 1 I - I 1/4.4-ilil
<br />ALLOWED T I EO ,HEAD INAL"
<br />11 1 -. 1 I t -_ 1 - � -RSV• 6 I/.• O.C.
<br />4
<br />_... - - _-_ I'X6- WOOD 2'a4' WOOD PLATE
<br />__ - - -. - - DECK REWIRED REQUIRED - WOW ANCHORS
<br />WOOD ANCHORS -.. -. (SEE SCHEDULE ON
<br />(SEE SHEET 11uU� .. .---_ J/• -. ___. _ SHEET 11)
<br />-_ _2' WIN. - -. - _ _ . _. _.
<br />rt�N_G�����R MOUNTING 8U1���UN��
<br />AL�y T (Ryl1E 13W L NATIVE 41LiLL WW
<br />SCALE 1/8-1' H HININ SCALE 3/6-1'
<br />�TyFl of ri "�i
<br />w.
<br />I
<br />NOTE FOR COMBINATION of SECTIONS:. i NO. 4416E £
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. AS.D. 2T*; C FLORIDA BUILDING CODE Non h Velocity Hour cam Zone
<br />2 .
<br />• W omto TXIFDa K r
<br />T TT z
<br />1.
<br />OP k BOTTOM MOUNTINGS CAN 8E PRESSURE RATAN .I.H AN PAN NTH DESIGN TIES URE G D EL LENGTHS P ) t 24 GAGE 6ALVANfrii•D STEEL STORM P
<br />SEAT
<br />ORY PANEL
<br />E aWA. W.
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />OF
<br />As PER SCHEDULES ON SHEET 3 z�•• •�yi
<br />INSTALLATION, 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD% c
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC %• •---a � = I L E C O l GLOBAL PROTECTION PRODUCTS, Lw• " an'-°'P
<br />DENSITY OF 0.55 OR EQUAL ANAL E • /- � TL3r : k aNOW eNENP.Nv .eW :r, al LER
<br />h...........PUA / ;' . - - IL Na a •AOr Ww,st w Yrr NARK• n- MI.
<br />/ , r-.le;�-:ate^ m-,w Mac W)M-?U& I- (w)w- M 20-175
<br />PE. 4GLJWaNME/ClA)E IM ► - rK r - ORerO Nn'
<br />.KTOCA �tx.. PE m,>_w
<br />NI r MIQT ) O II
<br />-«-0
<br />N
<br />N
<br />CIS N -Il
<br />U
<br />L_ L- -0
<br />(1)Q O
<br />•� �
<br />= =3 CU cu "Fn
<br />N '0 U -0 -0�•1�
<br />C (2)_
<br />O L W
<br />= Q" o LL
<br />Cu O Ill Cu
<br />t V %+. - `
<br />. a) Il Q
<br />O /�/�/�� a-
<br />�!E Ccnu - -0 .- VJ Q
<br />V7 ( )
<br />d\",��
<br />I-- --)
<br />Ill
<br />C:D ( i :
<br />C•� _
<br />Ir C J />\
<br />( 1- LA_
<br />CV -
<br />(_h r
<br />_INN 4 •
<br />( t- ,
<br />(r)
<br />�' uH I W
<br />-..._ M
<br />_ Q -0
<br />CIS O 0
<br />:3 i U
<br />.2 L -f�•�
<br />¢ O V
<br />-4-oloo-S
<br />a)
<br />�=
<br />V J
<br />M
<br />0
<br />L-
<br />CDL
<br />IL
<br />Q
<br />r�S
<br />0
<br />L-
<br />(1)
<br />U)
<br />W
<br />SHEET NO.
<br />SH 1.3,
<br />INSTALLATION DETAILS FOR REGULAR PANEL (1)
<br />INTO WOOD STRUCTURES
<br />` . ._ WOOD ANCHORS --- -,11 • :, -- '- --"---S'ETPARATON ' -. I � - ---- - -,
<br />11 ,
<br />/ - I (SEE SCHEDULE ON { t I I/.Y�m++' I - _(SEE SCHEDULE - t t/r.-To+•
<br />, :. SHEET 11) - 3 Ow MIND � ON SHEET 3)� i - BL°'°."�
<br />WOOD HEADER / ( I __-
<br />_-.. _) EXISnEWi-1 BLFr I - --.. i PANEL LENGM
<br />REQUIRED_ .._ .. O WOW ANCHORS _ ,._ '� GU555 tPR�`BL\"(SEE SCHEDULE
<br />_ N, 2 (SEE SCHEDULE CON '� I L___ _- _ -- ON i._ _� '. ON SHEtT le
<br />r FMA%. SHEET 11) i�[ OI � T- _ Y _ _-�1 SPNOER
<br />'1/2' , __ f01 L.., SPACER I O of 'L-
<br />H�7NcnH I MAX.
<br />I -. I WOOD HEADER I
<br />I
<br />+i- EO 1
<br />' ICI 1, 1 REQUIRED AW, Pi¶. I - - _--- I
<br />- 1 - _ I O EOI --- C - ---- 1
<br />F I (._ I --L--
<br />I I 1• MAX. LONG ALUMINUM SPACERS O' 12 1/2'
<br />1 I -'�7 D.C. (SEE TABLE /1 ON SHEET 11.)
<br />I L9n. 1 1 I SEE NOTE H- BELOW FOR LIMITATIONS FOR
<br />1 SEPARATION I •L. 1 I -L• MAX. _ 1 1/2. ECHIC SLEEVES.
<br />PANSEEEL LENCITH
<br />1�- TO GLASS. PANEL LENGTH 1 I
<br />(SEE SCHEDULE 1
<br />1 ON SHEET 3) I ( ON SHE � I I ( ON SHEET 3) - PANEL MATE FEMALE O OR PANEL MATE
<br />-Fpi1• .i PLUS (SEE SCHEDULE ON SHEET IT)
<br />L, BO 15 w
<br />1 `/ I N EA OW3� 1 M.. , . J ..
<br />EXISTING 1 1 I nHoFwa 7-r) EXISTING 1 ro I 2'.4• WOOD ;:
<br />CA55 -1 t- - - I GLASS-- 'T SEE SCHEDULE- 1 � PLATE REQUIRED
<br />i i i ON SHEET 3) 1 L'1 DIRECT MOUNT W/ SPACER a
<br />i. -- f - -- T 1 * I ALTERNATIVE 2W'
<br />T (T) I -L'1'' I .,� SCALE 3/Mi'
<br />1 I `'' l� ' SEE TABLE I ON SHEET ,1 FOR MAX. PANEL LENGTHS k
<br />1 SOX 1 -1 O 12 1/2' O.C. MAX. A.S.D DESIGN LOADS FOR THIS INSTALLATION.
<br />oll �1 I OF 'L" EO /w
<br />L�� I ® 1 - I
<br />. -_- _
<br />1 - 3 4• j e 12 1/2' O.C. I - 1
<br />L I
<br />EO '
<br />I-- i WOOD ANCHORS * * Amu:
<br />1 _ _1 I STAGGERED W/ STUD
<br />EO - (SEE SCHEDULE ON sPAmL M WX! E + In' LONG I:
<br />�/���7 I I SHEET 11) (1) W OOLLoo OM a IVIED 10 A ONE grow MM9M0 WRHN IS-O'
<br />2'a4' WOOD `/ *MGM. " ME 4" ORIENRrno"NA
<br />N A rAEBIWCn.ON FMM ANY
<br />PLATE REQUIRED ,- WOOD ANCHORS jSIM
<br />- STAGGERED W/ STUD O. 9W3T� . E ELIN®F�W Oi0/®A6 _�. PLATE REWIRED (x) N1CN00 SWIG 1N1U CowDI011 M OW4 WlE FEIWE O o
<br />(SEE SCIEOILE ON IO1G A6 THE FONOOG OOIOnMO ARE - - _ - 11YLL WlE OW6) LIMA E ]PAOm WXMN Al W 1/4' O.C. I
<br />_ _ SHEET 11) C0111m TIME .8 AUTFA tO11 FROM F2 ,n" C.C. WVZM ALLOWED o I
<br />(t) Towas" AND IEMN mum
<br />I RAINO W .00. -a P.1. (3) MARL 2 oF9E PAId tDNoiH M tYfED TD O' A IN'Y OPEIOR6
<br />- ` . (2) LNOIBM saw PAANa LETNGM e I (ROE A RHOWCFON rIIOY LAN= ►WALL LOW" ALLORM ON
<br />R• 9ORDIAL SMELT 11)
<br />WALL
<br />��p MOUNTING
<br />F (3) STOW PARd WMwAMI W O,Lv ALTERNATIVE 2W I 0) I I/2• LONG SPµId CIMM /M 9. E A aoMTm ON
<br />LLTRYAVYE 1yLR T WNATIYE iT E i F Wf0 AN E 60K W000 AME 1M1 SCALE 3/6-1' LER 2 MALAIOM Or t ;a LONG (ARGON M ITS (PLY
<br />M60 i0R WIND 2O0 ,, 4 NO 3 AS ODUM M AM i
<br />[-IOW TrAM MM AND THE 2000 (7A E YMN) a THE FL R"
<br />SLUE 3/e_,' (4) M3WLATIw WWA GILT FOR wL i 9IADR0 TAW.
<br />I lOI2A3PA Ag1YE 1 11
<br />-- 'ERA 7/ w
<br />t107F5 �►:'.L\CENT N��
<br />•• FLORIDA BUILDING CODE Non High Veloci Hurricane Zone
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. _ - z ? TIWOW LTEOO..NC A.
<br />NDIE FDR coMellunoN of sEctroNs: .' N0.44167 '• 24 DACE GALVANIZED STEEL STORY PANEL F
<br />DESIGN PRESSURE RATING (P6.1) AND PANEL LENGTHS - * : * T * W,w a
<br />TOP ,k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR -z q In/27/�
<br />COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') -•q9 STATE OF:r�`
<br />--j GLOBAL PROTECTION PRODUCTS, U.C.
<br />INSTALLATION. ":q0 ••,F(aRID>'�.. IIW7 qz E C O IN.. .WOO Sr. 6, s1ER DAE
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD Ls').o a, a r a WN.Y NANoa n a1r oMLrtw,AT'•''• ww.`.. Pw w-1o.,.;a"--,- PHONE IM)WWF . rNt (w)a0s M7 0-1 5
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC / N u-aW/�wrr- olLL - w
<br />DENSITY OF 0.55 OR EOUAL. ArNR TIE/NAw WN.iIR A 7 Jr., PL as 1T-w , •' MEET l O 16
<br />N1 )
<br />GENERAL NOTES
<br />OPtrWk B_MS
<br />(c) m LUSTING WOOD �.y.�CGRAVITY c . OSs wN.r.2INMe LSIAeSi
<br />UCT EVµAOOLUYENT (P.EDJ HAS BEEN VERIFIED FOR COMPLIANCE ANCEIN ACCORDANCE - 1/4'0 TAPCON ANCHORS. AS MANUFACTURED BY IT BLINLDEX, INC
<br />WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. THIS STORY PANEL SHALL NOT BE INSTALLED AT HIGH - #14-10 PMIELYATE FEMALE ID AND PNNELSNTE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />VELOCITY HURRICANE ZONES (MINI-OADE / BRO,WARD COUNTIES). - 1/4.0 LAG SCREWS PER N.O.S.
<br />DESIGN WINO LOADS SHALL BE RAINED AS SECTION 1609 OF THE MENTIONED CODE, FOR A BASIC WINO DETERMINED PER SE E ABOVE DINED y
<br />- 7 i6 a 5 8' WOOD RUSHING, AS DISTRIBUTED BY ALL POINT SCREW BOLT tr SPECIALTY CO.
<br />$ P WILL IN FOR A (ACTOR
<br />PEED AS REOUWED BY THE JURISDICTION MYIERE STORM PANEL LL BE INSTALLED, AND DXECTIONAJIY
<br />KD- 7-1 AR N MA.YM ASD. T. IN ' 085. USING A17' 6 0 SHALL O E%CEED THE UY DESIGN PRESSURE M NOS pOATED ON $MEETS .1 M M TI TINT T AR 1 1 F P 1 ( ) C AO IA1U THREADED PERWTM ON 0 W000 OF APCON CNORS SIHµ1 BE 2 AND 2 OR ELCO AREUN L PLUS
<br />1 9 TINRII 12 A 17 18. AND PAN D [LMALE FEMALE ro
<br />IN DIRER TO VEWR1' THE ABOVE CONDITION, ULTIMATE DESIGN WINO LOADS DCTFJMINED PER ASCE 7-78 SMALL
<br />E FIRST
<br />DESIGN
<br />REDUCED TO ASD. PRESSURE RATING BY MULTIPLYING THEM BY 0.6 M ORDER TO COMPARE THESE W/ MAX. (A. SD) C.2) MINIMUM THREADED PENETRATION Of LAC SCREW. TIRO THE WOOD FRAME UNIT SMALL BE 1 1/2'. NO TREADED
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3, 9 THRU 12 k 17. 18, PENETRATION INTO STUCCO SMALL E CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION.
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS P.ED. AS TESTED WERE NOT OVER STRESSED. A 33% INCREASE IN NADWLBLE
<br />STRCSS FOR WARD LOADS WAS HDS USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN C.3) MINIMUM EDGE DISTANCE OF LAC SCREWS, INTO WOOD SHALL K AS INDICATED M THIS DRAWING
<br />ACCORDANCE WITH N.D.S. 2018.
<br />STORM PANEL •5 ADEQUACY FOR *PACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION ISCIl .2 OF C.4) MINIMUM PENETRATION OF WOW BUSHING SMALL BE 5/8' 1/.' 0-20 SCREWS USED SMALL BE 1 1/2• LONG MINIMUM
<br />• MNp WITH
<br />THE ABOVE MENTIONED CODE AS PER AMERICAN TEST lAB OF SOUiH1 FLORIDA REPORTS /0811.01-01 AND /021902-09. AS SHOULD STUCCO EXIST, AND MUM FOR WAILS NO STUCCO,
<br />PER SSTO 12-20 k ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT O,1Z3.01-10 AS PER CS) IN DINNE T PRECAST STOW, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD 80AR05 BE FOUND ON THE EXISTING
<br />TAND TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED ,N ACCORDANCE W/ SECTION ION OF THE WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS.
<br />FLORIDAORIDA BWLDIIJG CODE. ANCHORAGE SMALL BE AS MENTIONED IN C.1), C.2) tr CA)
<br />2. ALL ALUMINUM EXTRUSIONS TO BE Stil 6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER
<br />1 ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE 3105-Ht4 ALLOY 8. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEET$ 4
<br />4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL ASTM A-653 GRADE W MINIMUM. G-60 GALVANIZED THROUGH 5) EXCEPT THAT HEADERS® k® SMALL NOT BE USED,
<br />STEEL DESIGNATION W/FY- 92.2 AN (MIER ROLLED). 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE
<br />5 ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 /PSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER WN ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOW FRAME
<br />50(l W/ 50 "i YIELD STRENGTH AND 90 Nil AN TENSILE STRENGTH D SHALL COMPLY W/ FLORIDA 13URDING CODE SECTION BURDINGS.
<br />24,1.33A. 10. EACH RECLAIM STORM PANEL WITH LENGTHS OVER 90-, AS PER SECTIONS 1, 2, 4, 5, 6 AND ALTERNATIVES SW, 3W tr 4W ON
<br />6 BOLTS 10 BE ASTMA-307 GALVANIZED STEEL AlR A304 SERIES STAINLESS STEEL WITH 36 M.i MINIMUM VELD STRENGTH. SHEETS 4. S. 6 k 7 RESPECTIVELY: SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENWT TO
<br />SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING.
<br />7. ANCHORS TO WALL SHALL BE AS FOLLOWS: 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH
<br />(A) IO EXISTICONCRETE THE BUILDING TO PREVENT WIND/RAM INTRUSION
<br />NG POUR®
<br />- 1/4.0 TAi'COPI ANCHOR$ AS MANUFACTURED BY I.T.W. BUILDEX. INC- (Min. T'c=3192 Ps.,.) 12. STORM PANEL INSTALLATION SMALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS
<br />- 1/4' IFa ,/a. CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC- PROVIDED BY THE JURISDICTION WHERE PERMIT IS All TO.
<br />- 13. (o) (MI W Fc-3OW P..i.)
<br />• 3/4' SO -SET /INCNRS, OAS DISTRIBUTED BY N.l. PONT SCREW. BOLT k SPECIALTY CO THIS PRODUCT EVALUATION AN N DOCUMENT (P E.O.) PREPARED BY TENGINEER IS GENERIC D DOES NOT PROVIDE INFORMATION
<br />(MIN. - ►14-10 PANELMATE FEMALE O k PARELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. FOR A SITE SPECIFIC PROJECT, :.e WHERE THE SITE CONDITIONS DEVIATE FROM THE P-E-D.
<br />- 1/4.0 ZAMAC MAJUN ANCHORS. AS MANUFACTURED BY DEW'ALT. INC. (6) CONTACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING UFE SAM OF THIS PRODUCT
<br />A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SMALL BE 1 3/e. 2- FOR it PANELWTE AND BASED ON tHTS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DEINLED ON tMTS DOCUMENT.
<br />1 3/4- FOR ZAMAC NNUIN ANCHORS. CONSTRUCTION SAFEFY AT SITE IS THE CONTRACTOR'S RESP'ONSIBILTY.
<br />A2) CALK -IN tr SOLID -SET ANCHORS SHALL E EMKWFD 7/8' INTO THE POURED CONCRETE. NO EMBEDMENT INTO (<) TAROS PROCUCi EVAWTION DOCUMENT HALL BE CONSIDERED eNAUO IF MODIFIED.
<br />STUCCO SHALL E PERMITTED. 1/4. 0-20 SCREWS USED SHALL E 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST, (it) SITE SPECIFIC PROJECTS SHALL E PREPARED BY A ROR04 REGISTERED ENGINEER DR ARCHITECT WHICH WILL SCONE THE
<br />AND 1' MINIMUM FOR WALLS WITH NO STUCCO. AND MAY E HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD (E.O.R.) FOR T14E PROJECT AND WHO WILL BE RESPONSIBLE FOR THE
<br />BUT WITH WMC HUTS. PROPER USE OF THE RED ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE
<br />P.E.D. ENGINEER. SHALL SUBYT TO TwS UTTER THE STE SPECIFIC DRAWINGS FOR REVIEW.
<br />A3) IN CASE THAT PRECAST STOW, PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS E FOUND ON THE
<br />EXISTING WALL OR FLOOR. ANCHORS SHALL E LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS (.) THIS P.E.D. SMALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONµ
<br />ANCHORAGE SHALL BE AS MENnONED IN AI) AND IN 0,2). ENGINEER OF RECORD THAT PREPARED I1.
<br />(8) TO EXISTING CONCRETE BLOCK WµL ASTIM C-90. 14, SHUTTER WWUFACTLRER'S LABEL SHALL ION BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />- I/4. 0 TAPCON ANCHORS AS MANUFACTURED BY I. T. W. FILKLDEX, INC. PANE SHUTTER IN ACCORDANCE WITH SECTION µE 1709.9.2 OF FLORIDA BUILDING CODE. ONE LABEL
<br />- 1/4- I z 7/6• CALK-M ANCHORS. AS MANUFACTURED BY OEWµT, INC. SHL PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 17D9.9.3 Or THE
<br />- 1/4-9 IT3/4' SOLO -SET ANCHORS. AS DISTRIBUTED BY NA POINT SCREW. BOLT k SPECIALTY CO. FLORIDA BULGING CODE.
<br />- pATE FEMµE O AND PANEL 4-10 PMELMMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION P TRIUNE
<br />- 1/4' 0 ZAMAC NNUN ANCHORS. AS MANUFACTURED BY DEWAI.7, INC CEP A. rq�/
<br />0, I) MWMUY EMBEDMENT OF TAPCON ANCHORS, ELCO PMELMATES AND ZAMAC NAILIN ANCHOR, INTO THE GEN
<br />BLOCK UNIT SHALL BE 1 1/4' r?.•~F�r\.� S ••'•9 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone
<br />9.2) CALK -IN k SOLID -SET ANCHORS SHALL BE EMBEDDED 7/e' INTO THE CONCRETE BLOCK UNIT. NO E�NT•IR1044 7 SIT .202o nT¢o. rc. 24 GAGE GALVANIZED STEEL STORY PANEL 01r�,A'n..
<br />STUCCO SMALL BE PERMITTED. 1/4' 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOULD EXIST, TIE �e.��
<br />2
<br />AND 1' MINIMUM FOR WALLS WITH NO STUCCO. F�--y-'l I LT Ei'� GLOBAL PROTECTION PRODUCTS, LLC. INn-
<br />"� STATE F -
<br />B.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUR F(aR) TLIAT 7�Wi,N6 a LNeNNEWM cow AeOD s.W S, I1,RT
<br />EXISTING WALL, ANCHORS SHALL E TONG ENOUGH TO REACH THE ARAM STRUCTURE BEHIND SUCH P \� - /..L/}-'-�.,-1 . r a - •WWPr w 33,r CAME. it =
<br />�I,. S ••..... G / -.. YOSI =�ar -W C,_,w F1CIE (66A).eP-76M. FAC (-Nww , 20-175
<br />ANCHORAGE SMALL BE AS MENTIONED IN 8.1) AND IN 8.2). -'I. /a NAI t� G-oW.7,W 1�M owNINM w
<br />rrTNsllNlllll NAAN PE 4A/SMAATR[/WE PALTER A NL.ULF ... P.E -
<br />Nt 7I IHER , .TO,
<br />INSTALLATION DETAILS FOR REGULAR PANEL ()
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />E�tISTIND POURED CONCRETE C POURED CONCRETE
<br />OR CONCRETE BLACK CONCRETE BLDCK
<br />.t REQUIRED,EOUIREO.
<br />_ SEE SCHEDULE ON CONCRETE ANCHORS
<br />(9HSCHEDULE ON EETSS99 THROUGH 10) _....0 SHEETS9 THROUGH 10) ,%/''•, O��IIENG�E�D
<br />_ '. 1 _ CONCRETE BLOCK_. _ 3 , r4 xi ,•
<br />♦- ,/2- 1/4' 1 ,/2. 1/4, REQUIRED � .__s • H•AO sous
<br />'/ NIT, _._- -. - - %1 MAX _ . coNCRETE WI+cNNoas // �-
<br />r I I /' I I (SEE SGH[DUIE ON / /� ' I - _ _ _ _ -1
<br />LD ' j ( LID j� I SHEETS B THROUGH 10)
<br />%� / rML��i7iTiLN(� I -.(a) I `.7/
<br />L i 1 I I
<br />L -J_ +/.y_2o,- 0_ _ _L_ ,/N•s-eon• ED. / j/ 1
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<br />1 _ T�0 .. i _ - M RRRgpwW¢j`•' ® TO GLASS. I (lE NSW ws4
<br />EX F (SEE SCHEDULE I IOIRN O•sR Tom') 1' Moz 4 (SEE SCHEDULE I = On1 Tom' 1
<br />CLASS I ON SHEET 3) 1 I PANEL LENGTH 1 ON SHEET 3) 1 `:. '^ L I
<br />I i (SEE SCHEDULE B I -L• Maz. IMin. SEPAMIION I i• Yo1.
<br />I I ON SHEET 3) 9 I PANEL LENGTH TO PANEL LENGTH
<br />CONCRETE ANCHORS I. I 11 f, L (SEE SCNEDUIE -1(SEE SCHEDULE I (SEE SREDILE
<br />(SEE SC DULE ON I 0 I I ON ET 3) I ON SwET 3)
<br />SHEETS 9 THROUGH , ( I R I /� ON SHEET 3) I _.__ _ _____,I -
<br />Sox
<br />// I O 'L, 4 Z,�J Ew$nHG� i /�
<br />, 11I EO /% 1 4Y-20.HW eY.ts '// �i�°l� 1 OF 'L7 G '' I �%
<br />I i . . r • 0 qr ol.0 I. - 1 / j%; i MAX. j/ / ', �, iI
<br />i l /. /. I
<br />E.D ( ._1 I E D / I E.D. /. I I
<br />- / j t� ICON TIRE POURED
<br />� I I O 12 I/Y O.r- 1 ''', - -...I 4 AJPAPAJCABitE)
<br />//'' ' - ,. Rr4V'siwm raW a CONCRETE BLOCK I I CONCRETE ANCHORS J I
<br />'-co---Eo-- yr-a.,• ss Ya ./ MR REouNED. /�, 1 Y
<br />®-- (SEE SCHEDULE GI+ - --.--- I
<br />• t2 ,n' D.C. - - SPINETS B TNROIxUN 10)
<br />11-13 / 1 µTERHATE-'' M"'' - /" W/ ®ONLY WREN SOLID
<br />___.LEG LOCATION i�/, : SET k CIµ/(-M HOES EXISTING POURED CONCRETE
<br />' 11. - � ARE USED tr W/ WHEN --
<br />PAIELMATES OR CONCRETE BLOCK
<br />ALTERNATE CONCRETE �TMG POURED CONCRETE CONCRETE ANCHOR _ ARE LASED. EDUIRED.
<br />ANCHORS OR CONCRETE BLOCK REWIRED. STAGGERED W/ ETAS
<br />(SEE SCHEDULE ON (SEE SCHEDULE ON
<br />SLEETS 9 TF111011GN 10) SHEETS 9 THROUGH 10)
<br />BUILDAFf yTING M&M ING WALL MOUNTING
<br />IffECT MOUNT
<br />SCALE 3/8-1- SCALE 3/8-1- SCALE 3/11I
<br />r�PAA. . Sy
<br />N=��'�' CENp lsj FLORIDA BuuaNc CODE Non High Velocity Hurricane Zone
<br />2 Z
<br />1 J . 44167 = °'°i0 "'� "` 24 GAGE GALVANIZED STEEL STORM PANEL r''
<br />* . olWArn R
<br />NOTE FOR COMBINATION OF SECTIONS: s
<br />ED. - EDGE DISTANCE = E' STATE 0� ( - I L E C O INt. GLOBAL PROTECTION PRODUCTS, LLC. W r/�
<br />(SEE SCHEDULE ON TOP do BOTTOM MOUNTINGS CAN BE 9 •. •` £- .- - NW S.W. 51 STOW
<br />SHEETS 9 k 10) COMBINED IN ANY WAY TO SUIT ANY "%.O,t, • F1 QP• t
<br />aR1 W d a M.r WAOA R »w IYWL FI33T1.
<br />INSTALLATION. F /O ... •''G\Al�AO 2n? w:e Lm n�,-,amp-: .-OWN-Mal RwE: (w)ee-T»N. rn (.e4)ea-en7 20-175
<br />owwG xo-
<br />'y11AIA C -Coot], y
<br />•MAIN 1 IWALiFII A >uR O.E r IHR1 4 Or to
<br />NI
<br />INSTALLATION DETAILS FOR REGULAR PANEL 1, INTO WOOD
<br />4'.6• (MAIN.) DUSTM W000 _ _ - ___ IDGTON
<br />BEAM REQUIRED. STRUCTURAt. 1
<br />ADEQUACY OF Exr-iMC WOW
<br />BEAM TO BE CERTIFIED BY -
<br />REGISTERED ENGINEER OR 1ED ""- E: j-�, / _..`L`5'�
<br />ARCHITECT PRIDE TO SHUTTER
<br />INSTALLATION' WOW ANCHORS ALTERNATE WOW A/1CHICRS - - I' Al -
<br />._ (SEE SCHEDULE ON (SEE SO4EDULE ON -- - ! I I tTALI' Hu 10NMLe READ
<br />SHEET 11) SHEET 11) .l rc_I -EO-EQ- -1ITHIN-�m'� So" am
<br />!f !0 - I 1/1. - • 12 ,n• oc
<br />1/4'
<br />I --1 MAX. W000 MEADEIT v A �•,; 1/2- - - _._ _ --_ -___ _ 1
<br />1 z -. 1 ReouTRED - I -
<br />�� I I - ,.-2d,•
<br />EX GANG i t i wooD ANCHORS _ r - I/ - ac
<br />Is,p•O.a
<br />1 I (SEE SCHEDULE ON ' I Min. t I
<br />�EPARATON I O SHEET 11) / : ® i O
<br />CUSE.(SEE I
<br />-.E SCHEDULE I IH�,-Col' � j
<br />ON SMELT 3) i l W11 wlE1 f (SERE SCNED LE ON SHEET 3) 1 ,/4ti-m,' 'L• MAX.
<br />_ 1 ♦� N g6. el r PANEL LENGM
<br />1 1 IlOMOH OAF J� PAN1. EL LENGTH i - _ - Y ' i - -. of m wLL (SEE SCHEDULE
<br />-. _..-. N (SEE SCHEDULE EXISTING I t►�/�_/,( 1 IHPN D:01 J!I ON SHEET 3)
<br />MASS-
<br />I I . 41 r - -- At - , -
<br />1 1 `� SOR 1 1 del OF Y'
<br />1 t^`� 1 4@ M F� F 1 �1� MAX.
<br />( .. j 0 12 1/2- O.C. I jt - I -- t.. -.
<br />1 �J 1 EO ij2.
<br />NO FMI.5111 1 I - I 1/4.4-ilil
<br />ALLOWED T I EO ,HEAD INAL"
<br />11 1 -. 1 I t -_ 1 - � -RSV• 6 I/.• O.C.
<br />4
<br />_... - - _-_ I'X6- WOOD 2'a4' WOOD PLATE
<br />__ - - -. - - DECK REWIRED REQUIRED - WOW ANCHORS
<br />WOOD ANCHORS -.. -. (SEE SCHEDULE ON
<br />(SEE SHEET 11uU� .. .---_ J/• -. ___. _ SHEET 11)
<br />-_ _2' WIN. - -. - _ _ . _. _.
<br />rt�N_G�����R MOUNTING 8U1���UN��
<br />AL�y T (Ryl1E 13W L NATIVE 41LiLL WW
<br />SCALE 1/8-1' H HININ SCALE 3/6-1'
<br />�TyFl of ri "�i
<br />w.
<br />I
<br />NOTE FOR COMBINATION of SECTIONS:. i NO. 4416E £
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. AS.D. 2T*; C FLORIDA BUILDING CODE Non h Velocity Hour cam Zone
<br />2 .
<br />• W omto TXIFDa K r
<br />T TT z
<br />1.
<br />OP k BOTTOM MOUNTINGS CAN 8E PRESSURE RATAN .I.H AN PAN NTH DESIGN TIES URE G D EL LENGTHS P ) t 24 GAGE 6ALVANfrii•D STEEL STORM P
<br />SEAT
<br />ORY PANEL
<br />E aWA. W.
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />OF
<br />As PER SCHEDULES ON SHEET 3 z�•• •�yi
<br />INSTALLATION, 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD% c
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC %• •---a � = I L E C O l GLOBAL PROTECTION PRODUCTS, Lw• " an'-°'P
<br />DENSITY OF 0.55 OR EQUAL ANAL E • /- � TL3r : k aNOW eNENP.Nv .eW :r, al LER
<br />h...........PUA / ;' . - - IL Na a •AOr Ww,st w Yrr NARK• n- MI.
<br />/ , r-.le;�-:ate^ m-,w Mac W)M-?U& I- (w)w- M 20-175
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<br />SHEET NO.
<br />SH 1.3,
<br />GENERAL NOTES
<br />OPtrWk B_MS
<br />(c) m LUSTING WOOD �.y.�CGRAVITY c . OSs wN.r.2INMe LSIAeSi
<br />UCT EVµAOOLUYENT (P.EDJ HAS BEEN VERIFIED FOR COMPLIANCE ANCEIN ACCORDANCE - 1/4'0 TAPCON ANCHORS. AS MANUFACTURED BY IT BLINLDEX, INC
<br />WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. THIS STORY PANEL SHALL NOT BE INSTALLED AT HIGH - #14-10 PMIELYATE FEMALE ID AND PNNELSNTE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />VELOCITY HURRICANE ZONES (MINI-OADE / BRO,WARD COUNTIES). - 1/4.0 LAG SCREWS PER N.O.S.
<br />DESIGN WINO LOADS SHALL BE RAINED AS SECTION 1609 OF THE MENTIONED CODE, FOR A BASIC WINO DETERMINED PER SE E ABOVE DINED y
<br />- 7 i6 a 5 8' WOOD RUSHING, AS DISTRIBUTED BY ALL POINT SCREW BOLT tr SPECIALTY CO.
<br />$ P WILL IN FOR A (ACTOR
<br />PEED AS REOUWED BY THE JURISDICTION MYIERE STORM PANEL LL BE INSTALLED, AND DXECTIONAJIY
<br />KD- 7-1 AR N MA.YM ASD. T. IN ' 085. USING A17' 6 0 SHALL O E%CEED THE UY DESIGN PRESSURE M NOS pOATED ON $MEETS .1 M M TI TINT T AR 1 1 F P 1 ( ) C AO IA1U THREADED PERWTM ON 0 W000 OF APCON CNORS SIHµ1 BE 2 AND 2 OR ELCO AREUN L PLUS
<br />1 9 TINRII 12 A 17 18. AND PAN D [LMALE FEMALE ro
<br />IN DIRER TO VEWR1' THE ABOVE CONDITION, ULTIMATE DESIGN WINO LOADS DCTFJMINED PER ASCE 7-78 SMALL
<br />E FIRST
<br />DESIGN
<br />REDUCED TO ASD. PRESSURE RATING BY MULTIPLYING THEM BY 0.6 M ORDER TO COMPARE THESE W/ MAX. (A. SD) C.2) MINIMUM THREADED PENETRATION Of LAC SCREW. TIRO THE WOOD FRAME UNIT SMALL BE 1 1/2'. NO TREADED
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3, 9 THRU 12 k 17. 18, PENETRATION INTO STUCCO SMALL E CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION.
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS P.ED. AS TESTED WERE NOT OVER STRESSED. A 33% INCREASE IN NADWLBLE
<br />STRCSS FOR WARD LOADS WAS HDS USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN C.3) MINIMUM EDGE DISTANCE OF LAC SCREWS, INTO WOOD SHALL K AS INDICATED M THIS DRAWING
<br />ACCORDANCE WITH N.D.S. 2018.
<br />STORM PANEL •5 ADEQUACY FOR *PACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION ISCIl .2 OF C.4) MINIMUM PENETRATION OF WOW BUSHING SMALL BE 5/8' 1/.' 0-20 SCREWS USED SMALL BE 1 1/2• LONG MINIMUM
<br />• MNp WITH
<br />THE ABOVE MENTIONED CODE AS PER AMERICAN TEST lAB OF SOUiH1 FLORIDA REPORTS /0811.01-01 AND /021902-09. AS SHOULD STUCCO EXIST, AND MUM FOR WAILS NO STUCCO,
<br />PER SSTO 12-20 k ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT O,1Z3.01-10 AS PER CS) IN DINNE T PRECAST STOW, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD 80AR05 BE FOUND ON THE EXISTING
<br />TAND TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED ,N ACCORDANCE W/ SECTION ION OF THE WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS.
<br />FLORIDAORIDA BWLDIIJG CODE. ANCHORAGE SMALL BE AS MENTIONED IN C.1), C.2) tr CA)
<br />2. ALL ALUMINUM EXTRUSIONS TO BE Stil 6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER
<br />1 ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE 3105-Ht4 ALLOY 8. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEET$ 4
<br />4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL ASTM A-653 GRADE W MINIMUM. G-60 GALVANIZED THROUGH 5) EXCEPT THAT HEADERS® k® SMALL NOT BE USED,
<br />STEEL DESIGNATION W/FY- 92.2 AN (MIER ROLLED). 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE
<br />5 ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 /PSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER WN ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOW FRAME
<br />50(l W/ 50 "i YIELD STRENGTH AND 90 Nil AN TENSILE STRENGTH D SHALL COMPLY W/ FLORIDA 13URDING CODE SECTION BURDINGS.
<br />24,1.33A. 10. EACH RECLAIM STORM PANEL WITH LENGTHS OVER 90-, AS PER SECTIONS 1, 2, 4, 5, 6 AND ALTERNATIVES SW, 3W tr 4W ON
<br />6 BOLTS 10 BE ASTMA-307 GALVANIZED STEEL AlR A304 SERIES STAINLESS STEEL WITH 36 M.i MINIMUM VELD STRENGTH. SHEETS 4. S. 6 k 7 RESPECTIVELY: SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENWT TO
<br />SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING.
<br />7. ANCHORS TO WALL SHALL BE AS FOLLOWS: 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH
<br />(A) IO EXISTICONCRETE THE BUILDING TO PREVENT WIND/RAM INTRUSION
<br />NG POUR®
<br />- 1/4.0 TAi'COPI ANCHOR$ AS MANUFACTURED BY I.T.W. BUILDEX. INC- (Min. T'c=3192 Ps.,.) 12. STORM PANEL INSTALLATION SMALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS
<br />- 1/4' IFa ,/a. CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC- PROVIDED BY THE JURISDICTION WHERE PERMIT IS All TO.
<br />- 13. (o) (MI W Fc-3OW P..i.)
<br />• 3/4' SO -SET /INCNRS, OAS DISTRIBUTED BY N.l. PONT SCREW. BOLT k SPECIALTY CO THIS PRODUCT EVALUATION AN N DOCUMENT (P E.O.) PREPARED BY TENGINEER IS GENERIC D DOES NOT PROVIDE INFORMATION
<br />(MIN. - ►14-10 PANELMATE FEMALE O k PARELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. FOR A SITE SPECIFIC PROJECT, :.e WHERE THE SITE CONDITIONS DEVIATE FROM THE P-E-D.
<br />- 1/4.0 ZAMAC MAJUN ANCHORS. AS MANUFACTURED BY DEW'ALT. INC. (6) CONTACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING UFE SAM OF THIS PRODUCT
<br />A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SMALL BE 1 3/e. 2- FOR it PANELWTE AND BASED ON tHTS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DEINLED ON tMTS DOCUMENT.
<br />1 3/4- FOR ZAMAC NNUIN ANCHORS. CONSTRUCTION SAFEFY AT SITE IS THE CONTRACTOR'S RESP'ONSIBILTY.
<br />A2) CALK -IN tr SOLID -SET ANCHORS SHALL E EMKWFD 7/8' INTO THE POURED CONCRETE. NO EMBEDMENT INTO (<) TAROS PROCUCi EVAWTION DOCUMENT HALL BE CONSIDERED eNAUO IF MODIFIED.
<br />STUCCO SHALL E PERMITTED. 1/4. 0-20 SCREWS USED SHALL E 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST, (it) SITE SPECIFIC PROJECTS SHALL E PREPARED BY A ROR04 REGISTERED ENGINEER DR ARCHITECT WHICH WILL SCONE THE
<br />AND 1' MINIMUM FOR WALLS WITH NO STUCCO. AND MAY E HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD (E.O.R.) FOR T14E PROJECT AND WHO WILL BE RESPONSIBLE FOR THE
<br />BUT WITH WMC HUTS. PROPER USE OF THE RED ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE
<br />P.E.D. ENGINEER. SHALL SUBYT TO TwS UTTER THE STE SPECIFIC DRAWINGS FOR REVIEW.
<br />A3) IN CASE THAT PRECAST STOW, PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS E FOUND ON THE
<br />EXISTING WALL OR FLOOR. ANCHORS SHALL E LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS (.) THIS P.E.D. SMALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONµ
<br />ANCHORAGE SHALL BE AS MENnONED IN AI) AND IN 0,2). ENGINEER OF RECORD THAT PREPARED I1.
<br />(8) TO EXISTING CONCRETE BLOCK WµL ASTIM C-90. 14, SHUTTER WWUFACTLRER'S LABEL SHALL ION BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />- I/4. 0 TAPCON ANCHORS AS MANUFACTURED BY I. T. W. FILKLDEX, INC. PANE SHUTTER IN ACCORDANCE WITH SECTION µE 1709.9.2 OF FLORIDA BUILDING CODE. ONE LABEL
<br />- 1/4- I z 7/6• CALK-M ANCHORS. AS MANUFACTURED BY OEWµT, INC. SHL PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 17D9.9.3 Or THE
<br />- 1/4-9 IT3/4' SOLO -SET ANCHORS. AS DISTRIBUTED BY NA POINT SCREW. BOLT k SPECIALTY CO. FLORIDA BULGING CODE.
<br />- pATE FEMµE O AND PANEL 4-10 PMELMMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION P TRIUNE
<br />- 1/4' 0 ZAMAC NNUN ANCHORS. AS MANUFACTURED BY DEWAI.7, INC CEP A. rq�/
<br />0, I) MWMUY EMBEDMENT OF TAPCON ANCHORS, ELCO PMELMATES AND ZAMAC NAILIN ANCHOR, INTO THE GEN
<br />BLOCK UNIT SHALL BE 1 1/4' r?.•~F�r\.� S ••'•9 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone
<br />9.2) CALK -IN k SOLID -SET ANCHORS SHALL BE EMBEDDED 7/e' INTO THE CONCRETE BLOCK UNIT. NO E�NT•IR1044 7 SIT .202o nT¢o. rc. 24 GAGE GALVANIZED STEEL STORY PANEL 01r�,A'n..
<br />STUCCO SMALL BE PERMITTED. 1/4' 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOULD EXIST, TIE �e.��
<br />2
<br />AND 1' MINIMUM FOR WALLS WITH NO STUCCO. F�--y-'l I LT Ei'� GLOBAL PROTECTION PRODUCTS, LLC. INn-
<br />"� STATE F -
<br />B.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUR F(aR) TLIAT 7�Wi,N6 a LNeNNEWM cow AeOD s.W S, I1,RT
<br />EXISTING WALL, ANCHORS SHALL E TONG ENOUGH TO REACH THE ARAM STRUCTURE BEHIND SUCH P \� - /..L/}-'-�.,-1 . r a - •WWPr w 33,r CAME. it =
<br />�I,. S ••..... G / -.. YOSI =�ar -W C,_,w F1CIE (66A).eP-76M. FAC (-Nww , 20-175
<br />ANCHORAGE SMALL BE AS MENTIONED IN 8.1) AND IN 8.2). -'I. /a NAI t� G-oW.7,W 1�M owNINM w
<br />rrTNsllNlllll NAAN PE 4A/SMAATR[/WE PALTER A NL.ULF ... P.E -
<br />Nt 7I IHER , .TO,
<br />INSTALLATION DETAILS FOR REGULAR PANEL ()
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />E�tISTIND POURED CONCRETE C POURED CONCRETE
<br />OR CONCRETE BLACK CONCRETE BLDCK
<br />.t REQUIRED,EOUIREO.
<br />_ SEE SCHEDULE ON CONCRETE ANCHORS
<br />(9HSCHEDULE ON EETSS99 THROUGH 10) _....0 SHEETS9 THROUGH 10) ,%/''•, O��IIENG�E�D
<br />_ '. 1 _ CONCRETE BLOCK_. _ 3 , r4 xi ,•
<br />♦- ,/2- 1/4' 1 ,/2. 1/4, REQUIRED � .__s • H•AO sous
<br />'/ NIT, _._- -. - - %1 MAX _ . coNCRETE WI+cNNoas // �-
<br />r I I /' I I (SEE SGH[DUIE ON / /� ' I - _ _ _ _ -1
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<br />1 _ T�0 .. i _ - M RRRgpwW¢j`•' ® TO GLASS. I (lE NSW ws4
<br />EX F (SEE SCHEDULE I IOIRN O•sR Tom') 1' Moz 4 (SEE SCHEDULE I = On1 Tom' 1
<br />CLASS I ON SHEET 3) 1 I PANEL LENGTH 1 ON SHEET 3) 1 `:. '^ L I
<br />I i (SEE SCHEDULE B I -L• Maz. IMin. SEPAMIION I i• Yo1.
<br />I I ON SHEET 3) 9 I PANEL LENGTH TO PANEL LENGTH
<br />CONCRETE ANCHORS I. I 11 f, L (SEE SCNEDUIE -1(SEE SCHEDULE I (SEE SREDILE
<br />(SEE SC DULE ON I 0 I I ON ET 3) I ON SwET 3)
<br />SHEETS 9 THROUGH , ( I R I /� ON SHEET 3) I _.__ _ _____,I -
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<br />//'' ' - ,. Rr4V'siwm raW a CONCRETE BLOCK I I CONCRETE ANCHORS J I
<br />'-co---Eo-- yr-a.,• ss Ya ./ MR REouNED. /�, 1 Y
<br />®-- (SEE SCHEDULE GI+ - --.--- I
<br />• t2 ,n' D.C. - - SPINETS B TNROIxUN 10)
<br />11-13 / 1 µTERHATE-'' M"'' - /" W/ ®ONLY WREN SOLID
<br />___.LEG LOCATION i�/, : SET k CIµ/(-M HOES EXISTING POURED CONCRETE
<br />' 11. - � ARE USED tr W/ WHEN --
<br />PAIELMATES OR CONCRETE BLOCK
<br />ALTERNATE CONCRETE �TMG POURED CONCRETE CONCRETE ANCHOR _ ARE LASED. EDUIRED.
<br />ANCHORS OR CONCRETE BLOCK REWIRED. STAGGERED W/ ETAS
<br />(SEE SCHEDULE ON (SEE SCHEDULE ON
<br />SLEETS 9 TF111011GN 10) SHEETS 9 THROUGH 10)
<br />BUILDAFf yTING M&M ING WALL MOUNTING
<br />IffECT MOUNT
<br />SCALE 3/8-1- SCALE 3/8-1- SCALE 3/11I
<br />r�PAA. . Sy
<br />N=��'�' CENp lsj FLORIDA BuuaNc CODE Non High Velocity Hurricane Zone
<br />2 Z
<br />1 J . 44167 = °'°i0 "'� "` 24 GAGE GALVANIZED STEEL STORM PANEL r''
<br />* . olWArn R
<br />NOTE FOR COMBINATION OF SECTIONS: s
<br />ED. - EDGE DISTANCE = E' STATE 0� ( - I L E C O INt. GLOBAL PROTECTION PRODUCTS, LLC. W r/�
<br />(SEE SCHEDULE ON TOP do BOTTOM MOUNTINGS CAN BE 9 •. •` £- .- - NW S.W. 51 STOW
<br />SHEETS 9 k 10) COMBINED IN ANY WAY TO SUIT ANY "%.O,t, • F1 QP• t
<br />aR1 W d a M.r WAOA R »w IYWL FI33T1.
<br />INSTALLATION. F /O ... •''G\Al�AO 2n? w:e Lm n�,-,amp-: .-OWN-Mal RwE: (w)ee-T»N. rn (.e4)ea-en7 20-175
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<br />INSTALLATION DETAILS FOR REGULAR PANEL 1, INTO WOOD
<br />4'.6• (MAIN.) DUSTM W000 _ _ - ___ IDGTON
<br />BEAM REQUIRED. STRUCTURAt. 1
<br />ADEQUACY OF Exr-iMC WOW
<br />BEAM TO BE CERTIFIED BY -
<br />REGISTERED ENGINEER OR 1ED ""- E: j-�, / _..`L`5'�
<br />ARCHITECT PRIDE TO SHUTTER
<br />INSTALLATION' WOW ANCHORS ALTERNATE WOW A/1CHICRS - - I' Al -
<br />._ (SEE SCHEDULE ON (SEE SO4EDULE ON -- - ! I I tTALI' Hu 10NMLe READ
<br />SHEET 11) SHEET 11) .l rc_I -EO-EQ- -1ITHIN-�m'� So" am
<br />!f !0 - I 1/1. - • 12 ,n• oc
<br />1/4'
<br />I --1 MAX. W000 MEADEIT v A �•,; 1/2- - - _._ _ --_ -___ _ 1
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<br />�EPARATON I O SHEET 11) / : ® i O
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<br />-.E SCHEDULE I IH�,-Col' � j
<br />ON SMELT 3) i l W11 wlE1 f (SERE SCNED LE ON SHEET 3) 1 ,/4ti-m,' 'L• MAX.
<br />_ 1 ♦� N g6. el r PANEL LENGM
<br />1 1 IlOMOH OAF J� PAN1. EL LENGTH i - _ - Y ' i - -. of m wLL (SEE SCHEDULE
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<br />MASS-
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<br />1 t^`� 1 4@ M F� F 1 �1� MAX.
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<br />1 �J 1 EO ij2.
<br />NO FMI.5111 1 I - I 1/4.4-ilil
<br />ALLOWED T I EO ,HEAD INAL"
<br />11 1 -. 1 I t -_ 1 - � -RSV• 6 I/.• O.C.
<br />4
<br />_... - - _-_ I'X6- WOOD 2'a4' WOOD PLATE
<br />__ - - -. - - DECK REWIRED REQUIRED - WOW ANCHORS
<br />WOOD ANCHORS -.. -. (SEE SCHEDULE ON
<br />(SEE SHEET 11uU� .. .---_ J/• -. ___. _ SHEET 11)
<br />-_ _2' WIN. - -. - _ _ . _. _.
<br />rt�N_G�����R MOUNTING 8U1���UN��
<br />AL�y T (Ryl1E 13W L NATIVE 41LiLL WW
<br />SCALE 1/8-1' H HININ SCALE 3/6-1'
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<br />w.
<br />I
<br />NOTE FOR COMBINATION of SECTIONS:. i NO. 4416E £
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. AS.D. 2T*; C FLORIDA BUILDING CODE Non h Velocity Hour cam Zone
<br />2 .
<br />• W omto TXIFDa K r
<br />T TT z
<br />1.
<br />OP k BOTTOM MOUNTINGS CAN 8E PRESSURE RATAN .I.H AN PAN NTH DESIGN TIES URE G D EL LENGTHS P ) t 24 GAGE 6ALVANfrii•D STEEL STORM P
<br />SEAT
<br />ORY PANEL
<br />E aWA. W.
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />OF
<br />As PER SCHEDULES ON SHEET 3 z�•• •�yi
<br />INSTALLATION, 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD% c
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC %• •---a � = I L E C O l GLOBAL PROTECTION PRODUCTS, Lw• " an'-°'P
<br />DENSITY OF 0.55 OR EQUAL ANAL E • /- � TL3r : k aNOW eNENP.Nv .eW :r, al LER
<br />h...........PUA / ;' . - - IL Na a •AOr Ww,st w Yrr NARK• n- MI.
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<br />SHEET NO.
<br />SH 1.3,
<br />INSTALLATION DETAILS FOR REGULAR PANEL ()
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />E�tISTIND POURED CONCRETE C POURED CONCRETE
<br />OR CONCRETE BLACK CONCRETE BLDCK
<br />.t REQUIRED,EOUIREO.
<br />_ SEE SCHEDULE ON CONCRETE ANCHORS
<br />(9HSCHEDULE ON EETSS99 THROUGH 10) _....0 SHEETS9 THROUGH 10) ,%/''•, O��IIENG�E�D
<br />_ '. 1 _ CONCRETE BLOCK_. _ 3 , r4 xi ,•
<br />♦- ,/2- 1/4' 1 ,/2. 1/4, REQUIRED � .__s • H•AO sous
<br />'/ NIT, _._- -. - - %1 MAX _ . coNCRETE WI+cNNoas // �-
<br />r I I /' I I (SEE SGH[DUIE ON / /� ' I - _ _ _ _ -1
<br />LD ' j ( LID j� I SHEETS B THROUGH 10)
<br />%� / rML��i7iTiLN(� I -.(a) I `.7/
<br />L i 1 I I
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<br />1 _ T�0 .. i _ - M RRRgpwW¢j`•' ® TO GLASS. I (lE NSW ws4
<br />EX F (SEE SCHEDULE I IOIRN O•sR Tom') 1' Moz 4 (SEE SCHEDULE I = On1 Tom' 1
<br />CLASS I ON SHEET 3) 1 I PANEL LENGTH 1 ON SHEET 3) 1 `:. '^ L I
<br />I i (SEE SCHEDULE B I -L• Maz. IMin. SEPAMIION I i• Yo1.
<br />I I ON SHEET 3) 9 I PANEL LENGTH TO PANEL LENGTH
<br />CONCRETE ANCHORS I. I 11 f, L (SEE SCNEDUIE -1(SEE SCHEDULE I (SEE SREDILE
<br />(SEE SC DULE ON I 0 I I ON ET 3) I ON SwET 3)
<br />SHEETS 9 THROUGH , ( I R I /� ON SHEET 3) I _.__ _ _____,I -
<br />Sox
<br />// I O 'L, 4 Z,�J Ew$nHG� i /�
<br />, 11I EO /% 1 4Y-20.HW eY.ts '// �i�°l� 1 OF 'L7 G '' I �%
<br />I i . . r • 0 qr ol.0 I. - 1 / j%; i MAX. j/ / ', �, iI
<br />i l /. /. I
<br />E.D ( ._1 I E D / I E.D. /. I I
<br />- / j t� ICON TIRE POURED
<br />� I I O 12 I/Y O.r- 1 ''', - -...I 4 AJPAPAJCABitE)
<br />//'' ' - ,. Rr4V'siwm raW a CONCRETE BLOCK I I CONCRETE ANCHORS J I
<br />'-co---Eo-- yr-a.,• ss Ya ./ MR REouNED. /�, 1 Y
<br />®-- (SEE SCHEDULE GI+ - --.--- I
<br />• t2 ,n' D.C. - - SPINETS B TNROIxUN 10)
<br />11-13 / 1 µTERHATE-'' M"'' - /" W/ ®ONLY WREN SOLID
<br />___.LEG LOCATION i�/, : SET k CIµ/(-M HOES EXISTING POURED CONCRETE
<br />' 11. - � ARE USED tr W/ WHEN --
<br />PAIELMATES OR CONCRETE BLOCK
<br />ALTERNATE CONCRETE �TMG POURED CONCRETE CONCRETE ANCHOR _ ARE LASED. EDUIRED.
<br />ANCHORS OR CONCRETE BLOCK REWIRED. STAGGERED W/ ETAS
<br />(SEE SCHEDULE ON (SEE SCHEDULE ON
<br />SLEETS 9 TF111011GN 10) SHEETS 9 THROUGH 10)
<br />BUILDAFf yTING M&M ING WALL MOUNTING
<br />IffECT MOUNT
<br />SCALE 3/8-1- SCALE 3/8-1- SCALE 3/11I
<br />r�PAA. . Sy
<br />N=��'�' CENp lsj FLORIDA BuuaNc CODE Non High Velocity Hurricane Zone
<br />2 Z
<br />1 J . 44167 = °'°i0 "'� "` 24 GAGE GALVANIZED STEEL STORM PANEL r''
<br />* . olWArn R
<br />NOTE FOR COMBINATION OF SECTIONS: s
<br />ED. - EDGE DISTANCE = E' STATE 0� ( - I L E C O INt. GLOBAL PROTECTION PRODUCTS, LLC. W r/�
<br />(SEE SCHEDULE ON TOP do BOTTOM MOUNTINGS CAN BE 9 •. •` £- .- - NW S.W. 51 STOW
<br />SHEETS 9 k 10) COMBINED IN ANY WAY TO SUIT ANY "%.O,t, • F1 QP• t
<br />aR1 W d a M.r WAOA R »w IYWL FI33T1.
<br />INSTALLATION. F /O ... •''G\Al�AO 2n? w:e Lm n�,-,amp-: .-OWN-Mal RwE: (w)ee-T»N. rn (.e4)ea-en7 20-175
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<br />'y11AIA C -Coot], y
<br />•MAIN 1 IWALiFII A >uR O.E r IHR1 4 Or to
<br />NI
<br />INSTALLATION DETAILS FOR REGULAR PANEL 1, INTO WOOD
<br />4'.6• (MAIN.) DUSTM W000 _ _ - ___ IDGTON
<br />BEAM REQUIRED. STRUCTURAt. 1
<br />ADEQUACY OF Exr-iMC WOW
<br />BEAM TO BE CERTIFIED BY -
<br />REGISTERED ENGINEER OR 1ED ""- E: j-�, / _..`L`5'�
<br />ARCHITECT PRIDE TO SHUTTER
<br />INSTALLATION' WOW ANCHORS ALTERNATE WOW A/1CHICRS - - I' Al -
<br />._ (SEE SCHEDULE ON (SEE SO4EDULE ON -- - ! I I tTALI' Hu 10NMLe READ
<br />SHEET 11) SHEET 11) .l rc_I -EO-EQ- -1ITHIN-�m'� So" am
<br />!f !0 - I 1/1. - • 12 ,n• oc
<br />1/4'
<br />I --1 MAX. W000 MEADEIT v A �•,; 1/2- - - _._ _ --_ -___ _ 1
<br />1 z -. 1 ReouTRED - I -
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<br />EX GANG i t i wooD ANCHORS _ r - I/ - ac
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<br />�EPARATON I O SHEET 11) / : ® i O
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<br />-.E SCHEDULE I IH�,-Col' � j
<br />ON SMELT 3) i l W11 wlE1 f (SERE SCNED LE ON SHEET 3) 1 ,/4ti-m,' 'L• MAX.
<br />_ 1 ♦� N g6. el r PANEL LENGM
<br />1 1 IlOMOH OAF J� PAN1. EL LENGTH i - _ - Y ' i - -. of m wLL (SEE SCHEDULE
<br />-. _..-. N (SEE SCHEDULE EXISTING I t►�/�_/,( 1 IHPN D:01 J!I ON SHEET 3)
<br />MASS-
<br />I I . 41 r - -- At - , -
<br />1 1 `� SOR 1 1 del OF Y'
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<br />1 �J 1 EO ij2.
<br />NO FMI.5111 1 I - I 1/4.4-ilil
<br />ALLOWED T I EO ,HEAD INAL"
<br />11 1 -. 1 I t -_ 1 - � -RSV• 6 I/.• O.C.
<br />4
<br />_... - - _-_ I'X6- WOOD 2'a4' WOOD PLATE
<br />__ - - -. - - DECK REWIRED REQUIRED - WOW ANCHORS
<br />WOOD ANCHORS -.. -. (SEE SCHEDULE ON
<br />(SEE SHEET 11uU� .. .---_ J/• -. ___. _ SHEET 11)
<br />-_ _2' WIN. - -. - _ _ . _. _.
<br />rt�N_G�����R MOUNTING 8U1���UN��
<br />AL�y T (Ryl1E 13W L NATIVE 41LiLL WW
<br />SCALE 1/8-1' H HININ SCALE 3/6-1'
<br />�TyFl of ri "�i
<br />w.
<br />I
<br />NOTE FOR COMBINATION of SECTIONS:. i NO. 4416E £
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. AS.D. 2T*; C FLORIDA BUILDING CODE Non h Velocity Hour cam Zone
<br />2 .
<br />• W omto TXIFDa K r
<br />T TT z
<br />1.
<br />OP k BOTTOM MOUNTINGS CAN 8E PRESSURE RATAN .I.H AN PAN NTH DESIGN TIES URE G D EL LENGTHS P ) t 24 GAGE 6ALVANfrii•D STEEL STORM P
<br />SEAT
<br />ORY PANEL
<br />E aWA. W.
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />OF
<br />As PER SCHEDULES ON SHEET 3 z�•• •�yi
<br />INSTALLATION, 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD% c
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC %• •---a � = I L E C O l GLOBAL PROTECTION PRODUCTS, Lw• " an'-°'P
<br />DENSITY OF 0.55 OR EQUAL ANAL E • /- � TL3r : k aNOW eNENP.Nv .eW :r, al LER
<br />h...........PUA / ;' . - - IL Na a •AOr Ww,st w Yrr NARK• n- MI.
<br />/ , r-.le;�-:ate^ m-,w Mac W)M-?U& I- (w)w- M 20-175
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<br />SHEET NO.
<br />SH 1.3,
<br />INSTALLATION DETAILS FOR REGULAR PANEL 1, INTO WOOD
<br />4'.6• (MAIN.) DUSTM W000 _ _ - ___ IDGTON
<br />BEAM REQUIRED. STRUCTURAt. 1
<br />ADEQUACY OF Exr-iMC WOW
<br />BEAM TO BE CERTIFIED BY -
<br />REGISTERED ENGINEER OR 1ED ""- E: j-�, / _..`L`5'�
<br />ARCHITECT PRIDE TO SHUTTER
<br />INSTALLATION' WOW ANCHORS ALTERNATE WOW A/1CHICRS - - I' Al -
<br />._ (SEE SCHEDULE ON (SEE SO4EDULE ON -- - ! I I tTALI' Hu 10NMLe READ
<br />SHEET 11) SHEET 11) .l rc_I -EO-EQ- -1ITHIN-�m'� So" am
<br />!f !0 - I 1/1. - • 12 ,n• oc
<br />1/4'
<br />I --1 MAX. W000 MEADEIT v A �•,; 1/2- - - _._ _ --_ -___ _ 1
<br />1 z -. 1 ReouTRED - I -
<br />�� I I - ,.-2d,•
<br />EX GANG i t i wooD ANCHORS _ r - I/ - ac
<br />Is,p•O.a
<br />1 I (SEE SCHEDULE ON ' I Min. t I
<br />�EPARATON I O SHEET 11) / : ® i O
<br />CUSE.(SEE I
<br />-.E SCHEDULE I IH�,-Col' � j
<br />ON SMELT 3) i l W11 wlE1 f (SERE SCNED LE ON SHEET 3) 1 ,/4ti-m,' 'L• MAX.
<br />_ 1 ♦� N g6. el r PANEL LENGM
<br />1 1 IlOMOH OAF J� PAN1. EL LENGTH i - _ - Y ' i - -. of m wLL (SEE SCHEDULE
<br />-. _..-. N (SEE SCHEDULE EXISTING I t►�/�_/,( 1 IHPN D:01 J!I ON SHEET 3)
<br />MASS-
<br />I I . 41 r - -- At - , -
<br />1 1 `� SOR 1 1 del OF Y'
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<br />1 �J 1 EO ij2.
<br />NO FMI.5111 1 I - I 1/4.4-ilil
<br />ALLOWED T I EO ,HEAD INAL"
<br />11 1 -. 1 I t -_ 1 - � -RSV• 6 I/.• O.C.
<br />4
<br />_... - - _-_ I'X6- WOOD 2'a4' WOOD PLATE
<br />__ - - -. - - DECK REWIRED REQUIRED - WOW ANCHORS
<br />WOOD ANCHORS -.. -. (SEE SCHEDULE ON
<br />(SEE SHEET 11uU� .. .---_ J/• -. ___. _ SHEET 11)
<br />-_ _2' WIN. - -. - _ _ . _. _.
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<br />NOTE FOR COMBINATION of SECTIONS:. i NO. 4416E £
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. AS.D. 2T*; C FLORIDA BUILDING CODE Non h Velocity Hour cam Zone
<br />2 .
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<br />COMBINED IN ANY WAY TO SUIT ANY
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<br />INSTALLATION, 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD% c
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC %• •---a � = I L E C O l GLOBAL PROTECTION PRODUCTS, Lw• " an'-°'P
<br />DENSITY OF 0.55 OR EQUAL ANAL E • /- � TL3r : k aNOW eNENP.Nv .eW :r, al LER
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