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<br />II�MU�ILIMW AS
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<br />'
<br />TO OLABa '
<br />-
<br />1B11M Paf.
<br />i 3EE
<br />.I�YL-
<br />-"a.-753
<br />70' a ltSS
<br />7 I/16'
<br />BOIi[D •
<br />V. 2'. 3% '-A.
<br />21 •!1r
<br />_
<br />-0.0. -73.3
<br />70' OR UM
<br />2 7n'
<br />NL1m •
<br />It, a 4,w
<br />- wAIAD w/ 3 � e.9. Y.S. • .� AT �• �01 PANEL LE10TH
<br />MWUWm Ir PANEL
<br />I 1 1 '
<br />•N.. + -1 U: 1' LA.K .I • ".,�' :�711/ 71, ;•TI L.I>- 4
<br />Iffei"Ill.m.�:J11I
<br />a
<br />=1
<br />VISA. OE$IGN
<br />WNMRI ANCMM SPMM FOR L 0.. ) 1/2' -
<br />APPLICAW TD
<br />mm
<br />AIN 1
<br />MEN
<br />� FW1a
<br />1oN91N
<br />L• III
<br />OTToR'
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<br />,APOONO
<br />1OLx-n
<br />PNNMIMR FEMALE 0
<br />IVIEIMM PLUS
<br />TD CO OR[TC
<br />10 OOIHCIER
<br />10 COTERIE
<br />1.
<br />10 CONCRETEDi
<br />12•
<br />N/A
<br />12•
<br />N/A
<br />12'
<br />N/A
<br />12•
<br />N/A
<br />V A Y (TOP)
<br />11'
<br />J••
<br />I1.
<br />J'
<br />6'
<br />4'
<br />1.
<br />A•
<br />f BOITOM)4
<br />12,
<br />3•
<br />12'
<br />S'
<br />6'
<br />e•
<br />6•
<br />8'
<br />1 BOTTOM)
<br />86.0• -753
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />12 1/2-
<br />It'
<br />2' (BOTTOM)
<br />70" ON LESS
<br />7"
<br />N/A
<br />6 1/2-
<br />N/A
<br />4 1/2'
<br />N/A
<br />4 III
<br />N/A
<br />3' (TOP)
<br />1T'
<br />N/A
<br />11•
<br />N/A
<br />9 I/2'
<br />N/A
<br />9 1/2•
<br />N/A
<br />J' (BOTTOM)
<br />12•
<br />N/A
<br />".
<br />N/A
<br />12'
<br />N/A
<br />12•
<br />N/A
<br />4' (TOP)
<br />12•
<br />S.
<br />12'
<br />9 1/2'
<br />12'
<br />11'
<br />12'
<br />11'
<br />4' (BOTTOM)
<br />*UNTIED TO 6.0 P..1. AS D. DESIGN PAMOK RI
<br />a SDI ow as TOR AN04M ,TINE A Sven FOR M$nLL4l101M Eno WOOD
<br />TER[ BUXOM
<br />1NIMM 410" WWOp 00 WMW EOOC MUM M MCUM ON INS
<br />SCIMULL FOR ED. LOW TAN MICA7m ON St)ImuE omw 410101E 9P m
<br />IN 14LA,1ALVIHa SAF IIG DOWN ON SOHWU E IN THE FOLLOWING FACTORS. FOR
<br />THIS OPORA,ON TO R POWN RmM® MVC M OW WW UWW FACTOR SWU
<br />TOT R LESS TWA 604"N VACM MICAnm FOR LAW ANCHOR TINE AT
<br />AMANRS LION@
<br />, 4%
<br />1/4'.
<br />1/4'a
<br />1/4••
<br />MONa TWIT
<br />,•I. M f 0.)
<br />3
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<br />, In•
<br />-
<br />-
<br />-
<br />__
<br />31
<br />-
<br />1A9
<br />TOO
<br />1
<br />I
<br />+ REOLOM MINA OWANCE BETWEEN e0TTe1 I OF ►AL I
<br />AND 0 TO 8L 1/2• _11/2'
<br />-1 11W.
<br />1
<br />++ RrwREs YP.. awAmor BETWEEN wrmm OF PANEL I
<br />AND ® M RE, ]/iO' 1 ]/IC
<br />I MO.
<br />FLORIDA
<br />COMPONENTS FOR EGULAR LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS
<br />(SCALE III
<br />- - __ - ----- _-.15.I25- (TOTAL WIDTH) - . - ... ' -- - -..- _--- --_ �a 1.t07' -
<br />---- -- ._.-_---- _..-.---12,50Y (E)FECPNE WWT)- _ -_- ___ _-___- IL. 1 - ).2-Ld1. -.1.3' _. .730'-- 93� ETLIORI.Ym
<br />� IL
<br />10
<br />.. _ 6 1/4, ... 1.]Sp' _. I .. 1.750' 100• `l0a•t. 125_ - 0. NI
<br />I! 0.0
<br />.m•/ r.1.330' - - I.Sw__ li� .L. 10' I PAT R R,4RSm)
<br />;,,No '
<br />Ir;y,I -1
<br />(6 _s
<br />r . I. f INEMMED GILmWIGZED STEEL `f FI.e71' �4 1.5� !
<br />7 •Oe4' _.__ "
<br />11 On'
<br />_ - EDGE ,>ti .2E0• : 9G. �" 'I"'
<br />.1
<br />OAR /° YINMUM _ . _ f I � 2., 25' t . J --F N
<br />- - D(TAL A C-M CALK I _ _ .
<br />A94• 1.50G'---U FIT, 1
<br />]So._ D1 STORM PANEL r - -- - -- L_._ 1.---
<br />t.3l0" - DRAT A- _ 2.000' L
<br />T a0LE AT7OiEi� FORD. 2O "H" HEADER ( Air TRACK O ANGLE WRN STUD
<br />/,_,,, _ TY 1NTOPP UWE 0.024- (ARM.)
<br />AWLS LAD LP / . �. GALVANFM STEEL
<br />•/ ME"" EDGE / I . --. PNn +, , N
<br />,�', eo.W
<br />I "A - 133'L __ 6.270. 1 I
<br />�,- I - -4. _ Epp• � _. -.
<br />/ r e2n O3» -11 . 01290,01
<br />2 Set•_ _ .
<br />Me76C •
<br />225o L_ ISOMETRIC VIEW DETAIL A .In.I � r H 270
<br />( _.,Ir ROUNDED CORNER • ENDS OF PANEL'S f - AWL .a ' --. -to
<br />- .
<br />2.379' -- END UP W/ FEWM EDGE. 1... n:*25' nInaAP.,�FF ��
<br />i- (N.T.S) .J75 AW 75II&A
<br />f +�-T�. 1F. IDIOT
<br />�. ( wcF a ,uHa
<br />.OBI• 007•�B 1��q�1� 4 50 KEY HOLE WASHER
<br />s.75o 072' (TAN.) tt 11 I 31013-HI54 ALUM ALLOY © KEY HOLE AT PANEL - - -
<br />2.IN' {:.r���LEEI I H PSFL 57R7 6 FOR AOOGOAL
<br />.091• - .750' - L61 ]' wim"ATIO" S Ulm LENGTH 6 , 1'.
<br />,/yam) S1 " ) _ 175• L OKY MMD ran 116nWAlOM MO
<br />Y 1.200' I _3715• Imo./ uAY Ela1fLTY R -) . ur-. WOOD STRUCTURES,
<br />�y p4 amp iw ulcaAA
<br />1 ,9J J 75°•
<br />�'.-. . 2544' -1 1..t1G' -' -`N I _- ,' YIN ro !' Y4P------mP.)'� 1
<br />2.aoo N
<br />G!0'e
<br />(2 REV. RN" HEADER O 'U' HEADER Q R L i i 7w fTw
<br />eSLEEVE 1' MAX. O �� -- 2,000'_ _ _ - 1
<br />I_-_ - © ,RAN 11 "d TRACK, 1Q PANEL NAA I
<br />-)11 ALLOY ■
<br />n4' _�„- �� .•200 ,,fcF A: T�l/), %t 1N� WIDEN
<br />l.000 --
<br />,... .. 1 -1 Y - ��'000ppp - _ ) .. _ 3 '• CENS` '� (USE' ONLY FOR E-z IHAn STORM PANEL
<br />S56 I •^' III .I70' 775' # \ (L'•'••. SYSTEM) 6043-T0 ALA. ALLOY
<br />MN.
<br />E67,' 1 ) �
<br />f 1*1- II .860'
<br />�• 2.00D I- •� ,23' 1'. �. i NRN ® MN. • © 2$,
<br />L ( �T7P) L O50''
<br />- .2.oW- _ 1. 1 _... . L �$ --- sEE SECT,O,K A'
<br />R4N
<br />"4.
<br />13' BUILD -OUT � Air (9 BUILD -OUT RFN TRACK 1© t ® WASMEREO WMINUT
<br />TRACK AI (ZAIMAC 3 ALLOY)
<br />CONCRETE ANCHORS
<br />(SEE SCNEBLIt. ON_ .
<br />SHEETS 9 THROUGH 10
<br />,
<br />CONCRETE RED9ND 1
<br />I (i)--
<br />t
<br />a
<br />1
<br />E -
<br />F
<br />I
<br />I
<br />I
<br />1 .
<br />1 M6.
<br />i1 SEPARATION
<br />ToGLASS.
<br />'(SEE SCIEEDAE
<br />S ON SHEET 3)
<br />1
<br />I 40
<br />1 )
<br />I
<br />EXISTING POURED
<br />CONCRETE
<br />Jw J 1/4'
<br />YAx.
<br />,i41RN
<br />-
<br />SA 70.1'
<br />Y 0.
<br />1 d" rLMa� 4i l' LIP.
<br />A PANEL LD07H
<br />(SEE SCHEDULE
<br />(� I ON SHIEST 3)
<br />T .
<br />OF 1•
<br />WX.
<br />1 1/2' D.C.
<br />_ I 1
<br />1CDOE OF WALL OR SU AB
<br />T MOTION)
<br />)
<br />^`D
<br />7/i
<br />CONCRETE ANCHORS . ,
<br />(SEE SOMMI ON .......� _ -
<br />SWAM 9 THROUGH 10) "
<br />CEILING AI _MQUIiTING
<br />SCALE S/4-1"
<br />HurFicons
<br />ALTVDWE CONCRETE
<br />RIGORS LOCATION
<br />TSEE SCHEDULE ON EXISTING POURED Gp1ORETF ..
<br />EXISTING POUTED CONCRETE'._, SHEETS 9 THROUGH to) OR CONCRETE BLODK
<br />RE CONCRETE BLOCK �j7L�
<br />ROU6tt0. TU91ATE LEG RP.OIIWED.
<br />LOCAIM CONCRETE AnL swemmmlom .
<br />- (SEE
<br />a rono N- t' / �l O
<br />a 1
<br />I -sR -•� m. IIIi B ,- s, 90a a :� t/2 l
<br />.�c/. •" 1/Ts Ilr SA. Wa N MAN, .... _{
<br />CONCRETE ANCHORS' • ,[ +n' O.G j' -
<br />(SEE SCHEDULE ON i ,n. r� I 7.._
<br />SHEETS 9 THROUGH 10)I - I --jy�� 1 ��,�y�y Lh �"Ill' F
<br />CD ��. I.GTH
<br />. 1'I�/�R•i�13�N ,.%// . 1 / �// i PANEL IIFl.
<br />1 %Y�y I (SEX 9LMOAE
<br />I OR SHUT 3
<br />SEPOMI I i0 MASS I F.
<br />.I III NEE�RO.
<br />TO GLASS H I,.i-RN,• (!Lm SGEDUIf i -'N B - 0 aSPAto !1F
<br />•an
<br />(SEE SCHEDULE ON I AT 9GTf •� 1 O4 9iE♦♦ET J) TR Fa FWa10
<br />I.__SPELT 11) - - ._ (IQm a 'L, M_ i--"---,I •. - ' ) .y 41a.H "M
<br />y�� 3 IDIOM0 fl) PANEL U34GT
<br />OIASS-1 I / - _I m 7-01
<br />(ONE SHEET 3) dlYw9lISTk - I _- -.... I
<br />I I-JE SGlli YA __ - __ .� ,
<br />I T
<br />yrihfi I GE 1• 1 ,
<br />'. ! 1 / I MAX. / . j`f P. 1
<br />ACER box I
<br />E D y' /.•A-9R,MM 9Oln ( _ E - �m N I MAX
<br />L ' Y�
<br />I.
<br />CONCRETE ANCHORS •� a ,/4• Bc. CONf2EiE ANCHORS �, _ _ . 1 I I
<br />(SEE SCHEDULE ON /fi . ® (SEE SCHEDULE ON ___
<br />SHEETS 9 THROUGH 10) f SHEETS 9 THROUGH 10)_... 11 I , �2 In1' LONG MAX. ALMMUM
<br />SSPACEP • G 1 1' O.C. VALD FOR
<br />r/fL�6T1NC 11ALL DESIGN AND
<br />-DR CONCRETE 9DCX 'E COSTING PORED CONIC ". I LLINC7EPL MR SHEET S. PANED
<br />MQUIRED. OREDLRC�RE7E BLOCK 1' MAX. LOWALUM" SPACERS •
<br />yiy%L' � 12 1/2. O.C. (SEE TABLE 01 04
<br />SHEETS 9 A 10.)
<br />saMl 3/1.1' Amm
<br />SCALE 3/8-1
<br />ED. - MOE DISTANCE NOTE FOIE COMERNATK)N OF SECTIONS:
<br />(SEE SCHEDULE ON TOP k BOTTOM MOUNTINGS CAN BE
<br />SHEETS 9 at 10) COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL I
<br />INTO EXISTING WOOD STRUCTURES
<br />+ 1/2' M. TIOMODCD PCMUMIIOM ( 7•.•• WOW
<br />- j 1/4•I LAG TCREwS • a• Or. W/ TO CASTING N000 NPALWI, IMO,AREO 1/••P L.Ac sown • 4' O.0 W/
<br />• 1 1/7' NN. 1,41f/10fD PC.IIATION 11 ; Ml a ON FIkE TO RIM WOW N[AOERTYttmi n
<br />I1 ro fA1STP0 1N000 IEIMR. r `
<br />C4nL f1411' 7.R5. l
<br />• TA OD Ora) I. 1 4'•-20. 4• M3
<br />`\ / 4 lbM. 1, 4.,• 9.M5 1 I 6 Cml W1J 7/6;.}Y WN1C
<br />., jIs MT T
<br />U ENO O ® 5 , Y � `�N I NU1 • 2 O.C.
<br />1 4 4 W,II
<br />'7 1 Y LTG ,Y ' M. 9C•E,19 • B• O.C. • 1 B S
<br />\
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<br />(- !/,r AAIm POP FoAm TI-
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<br />p D ■ 1 OC A,n • ._ _. -_ . .IDOO IEI\tlFR RLOL,IALD J
<br />7 4/16' NN, 1' SFPAMTON I 1(,9.•IF 7/N• ��J Y/9S'LR/Y771Yf �+ GASlSEPARATION I u6•«IYJT / /7'• 10 O1ILSi I "/=?aEVEM @ t1/2' OIC 1 2 1/0, Yy, g
<br />MIIY 01ERLW SEPARATION I i
<br />]/.' - 10 CLASS 4'•-70.A .•
<br />13 2 9/16• -]7/ - � -. I W W NNC
<br />if I I i TO CLASS F.APF3,y'D 1 OFIOAPII 3� - -
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<br />~ .1 ,�A'P-.7pr3/4• Y.9. 4 N ,{ J C1M•t I1"■ "
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<br />I • 7/•' Mn 1IHIEAOFO }1M1 •• N.S.
<br />11
<br />_ T(ii .: T EDIT A IIFL(A) PONTRATION4 17 1/7. O.0 '. ( // SY AA 1/
<br />• II I/a'W IJb IHPfAOW P{7NEIM19N 1 (2 2 N• I , 1'4- ) /4' S E 1 2.70 I TMMIRFRf9Q 3/4
<br />_,//1�� YWpNpp N1'UL .. �.
<br />' 1, I MtNIO,n M PLATE AT SIR" 2000 tlR ...FLAT ON °N MOEIRFR 1/6t - 4•NJT 1 - NOf[ TALI
<br />11) 1 _ NOTE ,A RLM 6 t 4II A MS W 7/.-./SY
<br />2 /U-10 PNNUWrz hu5 W '� I
<br />m ff Iwo PEN ETRATON • 17 . [.�Nc MU7 11 T' c c.
<br />a5�7mwm �1 ,/4'P LAC SCREW! • 6' OC W/ ,/.•. L4 50611'S • 6' OC W/
<br />M➢"W(tPVi[ NIEX. -2- Min. A 1/2' 1M. "dKAWD NRMTRA,ID,I Y+n. aJJ [. 1 ,n' MAN I,IMAm PEWILTMTON
<br />M1 a W LTC[ ALTERNAtTIVF ZAP YA., 7•G•' WINO rOW PLArz A4.pLARD • Yp01H OF 14"
<br />INSTA ';'1 PLANE I1EOU1� FLAT MT a W FM
<br />ALTERNYE 9IN AaEa//77
<br />� Muff
<br />- , ' I 11OOR TO C u TING ALTERNATWE 4FFW
<br />I . INSfAUATOMS ARE OKAY VADD POR quRpNNG,S WAN AS.O. 0610N TOMS
<br />UP 1p +e6.0, -75.7 IMF AND PFN61'S EONGT UP TO S•-t0• g AAHNNIINIIIqTERNATWE �I•IA, SCALE 1/A•. L'
<br />2 FOI NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO R SOUTHERN L7i��. Aavv.AL �'•P...... SCALE 1/4--t-
<br />Pi PANE ft 2. W/ SPECIFIC DEW" OF 0.55 OR EQUAL . T-••" •• - /
<br />• ,$ i ''9 FLORIDA BUILDING CODE (High VelocityHUrrlcone Zone)
<br />�>t 1 F(0)F,J�
<br />_ :• No. .RBm nTtcD..c. 20 CAM GALVANIZED STEEL STORM PANEL FP
<br />Si SPLCFYA AID RF01•KM[Nl9 fa OF Do WI ®A1 TOP A9 * :* S pM1 F,WIDE K sCOMACF6N n TRNAYK a Al •nE0 ON .000 toW NM 7000 v6TAIArNN M W I((F[r :Y' °EW $�'. FTA�-z_ > > LOBAL PROTECTION PRODUCTS, LLC. °'/'y�010DI
<br />.I TFAN.TiVE TOP NLP�E! rrooD A�-iC; .. coT--__...- IL ECOENCN6B6 PM. 31 WYET
<br />FOP W BOTTOM YWNTS*" GA w comodn N ANY SI � �•�fV1O'Y�-.1-" .. - x W�I1m1A AMU T+OM: IS..)♦Y iI 1A�'La11P6.T66F4n7 20-176
<br />WAY M NIO AW IPATALIAION, WALE 1 4 . 1• NN AP E -w TAM _-NN 1
<br />/' W1/1411 1 PE 4Ay`YONMTYTIrfWO[ CA-6WINIA +A''•• NY- 1111.A4N w
<br />ANTI SHUTTER 1MI NUT SHOW FOR CLARIFY W R* A nln W.. PL tNFLA N OF N
<br />1/4. 3/4, 4/5. S 5 A 6/5
<br />IINI SINGLE PAIIEL 1 LENGTH "I SCHEDULE ONLY FOR REGULAR STORM z/ANCHORS (� SCHEDULE ON 1WI 2VI 3W%7 BE 4W/7
<br />S LNSTALLATION INTO POURED CONCRETE- CONCRETE BLOCK h WOOD (t) -]' MAx -- -.- -- - _-. sH1EEn 9, to An) _. _.. �?; 4r _
<br />S'INNLC PAMFl4(T11m t6NOL/ PANELS CII RQlBAIIEm AT CASH I 1' MN,' _--
<br />�.TOP DR BOTMM END WITH TRACKS (�- M. a k � DE 4! o O e
<br />• ._ H- D.M..( .Q3..4Q.(-T-I--I-r-r--1--I-r-rl-�-r-F-r. ;'.r'r-1--r-r�-T-r-1-�-.-------I
<br />W1TFI TRACKS QR Chi mRECT MOUNTED AT [AC END•
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR "L-" (ft.) 0
<br />MAXIMUM AS-D. CONCRETE A wow
<br />PRE RATING *WA1LATKMS t
<br />(PS.1.) I. -) IA L-
<br />2G0 I2'-o• 1)'-01
<br />230 14II 7I'-a'
<br />-Jao ___ I F'-a• to'-r
<br />38.o to.-lo• IG'-O•
<br />.. 400 10-11 /=4•
<br />sso a a_ S•-I'
<br />_ !0.G _ I N•, a 4
<br />ILO_ Sa'-r 81-o'
<br />eao J _3• - r-r -
<br />-- ao a-o r a
<br />o )-a• r-o"
<br />- 7G
<br />730 7 6' r-fo'
<br />aG0 7 r a'-r
<br />d o r-o' S=s'
<br />NEO a a• e'-r
<br />_- $&a '__ a •' e•-o
<br />100.0 6'-3• 5•-1,'
<br />- -,CIO e'-P s'-a-
<br />- Tao _ - a'-r
<br />1 F50 - 5--6'
<br />Free _- r-6'
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR 'I (ft.) 0
<br />MAXIMUM ALSO. CONCRETE ! WDOD
<br />OEM
<br />PRESSURE RATING INSTALLATIONS t
<br />(P...1.) (+ N, -) Rd Lr ..
<br />2120 14v ID'-0'
<br />210 12'-lo- 71'-r
<br />J00 I1'-e• tw_7'
<br />JB.O 101-10' 9'-9'
<br />400 a'-$* e'-2'
<br />0G _ r-, • a'-r
<br />50.0 a=7. a-r.
<br />- SELO - 8-3- r-I' -
<br />Sao a-- - ra•
<br />A&C, 7' I r-2-
<br />-- Mo i 11-1. 0'-11•
<br />)SO _ r-r- ;t-e•
<br />Sao r-o' a'-s'
<br />85.0 7-0• G'-3•
<br />90.0 61-/1 ' B.-I.
<br />030 I'-7• 3'-10'
<br />too.o e'-J 5'-r
<br />Imo 6'-3' 3'-4•
<br />five - r -
<br />IF3.0 - •'-IO'
<br />116.41 4•-N,
<br />MINIMUM SEPARATION TO CUSS SCHEDULE
<br />MAXIMUM *AD SPEED 4 170 III WIND SPEED > 170 m.PN
<br />PANEL IDIOM
<br />(in) UNRLSTIk"M RESTRAINED UNRSTRANO RSTRAII
<br />30 DR LESS I' I. 9' G 1/4'
<br />- >33 70 90 I. I. 7 1/7- 7 1/2-
<br />>e0 TO 145 I. 1• 7 I/2' 7 1/7•
<br />>143 10 , I I' 1' - 7 1/2'
<br />MINMUM PANEL LENGTH (In) FOR A OMEN MOUNTING CONDITION
<br />®'®°f® I .
<br />1_ t-J_. _ 'A_ r i
<br />-tTt:4I,, � �
<br />i 1_1- -- -- , 1- -�_ _ 1_I-( lI .
<br />fI�� 1I�- _1_U__
<br />UNBOLTED PNglS { I '. BOLTED PAELS W/ 1 N-20A1• li I
<br />(SEE SE CTIONS AS .$. M.S_ BOLT W/ d • EA WERLAP
<br />APPLICABLE) (SEE BLCTO M AS APPLICABLE)
<br />I I I I,,, 1. 11 1 9 I I I 1 I I i
<br />i I
<br />D.M..( . ®. I
<br />_ . _ I
<br />- - - - - - I
<br />- e O O O -__1 _)
<br />@of@ - .,5.- MAX I __!' MAX
<br />-rMTN. ; 2/4 1/41 3/4, 4/55/5 f 6/5I'"
<br />iL 1WIS. 2W/61 3W/7 A 4W/7
<br />REGULAR RM PANEL AT ON
<br />ANCHORS (SEE SGmIU RON SHEETS 9, TO A11)-
<br />(D ELA��.]!. 1/4" M. GAP
<br />2.9er f_
<br />(Wt.O� .) "I Mmum -'rINI
<br />1.5'x1 !• wiI NOD-o'
<br />T�H OIN[H:T T' •U' 9T D 'i' Y TRACK IN."wEN4 MOUNT HEADERIHEIDDt NIGLC TRACK 4f/,+ •Too[
<br />- DIRECT MDAR 46' 32' 32• 35• 1. 1• so,
<br />1LE TUD
<br />14 1.S,1I SANGTUO 3B• 32' 3Y 3242' '. AA•
<br />f T• TRACE 55' 32' 1. 42' 67' GO' SO'
<br />ix 1.
<br />32' 32.3r a0' SG' S660' S6' 1.
<br />PM
<br />GAP Ta I SECTION A -A ��
<br />N.T 6.
<br />A1mm
<br />(1) L+. YN
<br />L Mo
<br />(2) PW=
<br />CM04 A
<br />(3) SEE SCHEDULE BLOW FOR FBI PANG LANWH FOR ICR061IY OLALW"rOk.
<br />MPAlAYXM INTO WOOD ARE LWf M TO Y 95 0..1 MAX VISA. DEMON PRESSURE RATIO
<br />F - VL`crW - FLORIDA BUILDING CODE Non High Velootty HIM cons Zone)
<br />* • D. 44167 .. j ex" TXn' .c. 24 III GALVANIZED STEEL STORY PANEL IF w•..
<br />. III
<br />1l. TATEOF �_ * Ts'7Lp -11 IIL ECOIN6. AL PROTECTION PRODUCT$
<br />"n'0 E
<br />�F ., ()RIUA f(,4' /- / -s(7 N. aOA WWaAa A AIM •°pODWNc��L 1]971{ T
<br />)ySS/ • ... • • G�A1N / H-. ".." HOE: 0""-7N. FAA, "No -am 20-175
<br />4'iryh N� G IR".Yq w4 r aWRO N"
<br />IINY T+E/AMIF A W., IIIW •IQI ] O N,
<br />INSTALLATION DETAILS FOR REGULAR PANEL (1)
<br />INTO WOOD STRUCTURES __
<br />"- •- ,I �,: WQoo ANCHORS . �. IIII . I;' ..-.--�A� -.__ I -O_. _'_____ I
<br />"' - 1''I, ;' E SCHEDULE ON '`' v4'P-N11r 1 (SEE SCHEDULE 1 I/4Y-arr
<br />'� ""- II SHIFT 11) . f 9.T,.ZO NFAB aan 1 ON SHEET >� I .d n r
<br />I 3 ; -_- _ = f wwN�. n
<br />wooD HEADER ` 1 , ,. 11 _._ ._ .) fxLTnEN. j + .. .. . . _._ 1" Mm.
<br />1 1'+ANEI tLNDT
<br />REOUIIKD 1 1 O MOOD ANCHORS L I. r :II _- ' ° =` :._.... -:..-..:�__ _::__ __ _ i _ (SR SCREINIII
<br />,I j ,' 1/4. (SUE SCHEDULE ON 1 � __ ON SHEET , FOR
<br />__ SHEET 11 QI SPACER "
<br />YAx
<br />/2I � $vALa I 1 OF 1
<br />._) /I '• .I 1 I I _ TOOTH I MAX
<br />'t2'. ,, 1 -1 N HYOID EHFJIDER 1 ED _ - -_-__
<br />1
<br />-.
<br />i
<br />1 - I
<br />I I I t 4- 1 ----__ I
<br />Ir �j,1 MA%. LONG AL LAM SPACERS • 12 1/2-
<br />.. I �� I I .. !I 0C. (SEE TABLE /I ON SHUT 11.)
<br />' ' ' SEI NOTE •. BELOW MR LIMITATIONS FOR
<br />W. 1 1 fffff-----���'L- MAX lI l 'I 1 1/2' LONG SLEEVES.
<br />1 513AAIAION I _ V 1• MAX.MA71� I PANEL LENGTH I� 10 GLASS"PANEL LENGTH I II
<br />1 (SE[ SCMEDULF I (SEE SCNEDt" 1 I (E yCEME -. ', I. _PANEL MATE FfT4ALL D DR PANEL MATE
<br />I ON SHEET 3) I ON SHEET 3) ON
<br />I f _ H S.S. aGn 4 I I 11 PLUS (LEE saEOLAE G1 SWEET l t)
<br />OA7� L Min. I �` ( ,
<br />EXISTING I ! .. N oN�wa T-h GLASS -11 To i J,..-.\\ aATF WOOD
<br />En
<br />�A95 I I I i DIE L I DIRECT MOUNT W/ SPACER
<br />P4 --- --k-_ 1 � * , .. �; ALTERNATIVE 2W' �.
<br />SCALE 3/8.1•
<br />1 - I SEE TABLE /1 ON SHEET 11 FOR MAX. PANEL LENGTHS A
<br />I 504 1 1 • 12 I/2" O.C. A3 I 1 ��jy, DO .. '! 1 A/A71. .D OESIGII LOADS FOR iM4 INSTALLATION.
<br />1
<br />I- ' - 1 WOOD ANCHORS I * * 11=
<br />STAGGERED w/ snD II) - L __ " _- _ - L_ -_. 1 I rA (S $1L'M[DU.E DN ... M Wr R I 'Ir VINO Ie
<br />-R iI I li ) (1) NOULLV W 6 UW= /0 A CAR IN" MALOWN WAN 16-0-
<br />PLATE RCOUDIREb . * I :' i NIR•M MG �O OOWADIILrMDOW M°°W"= IIOM NW
<br />WOOD ANCHORS I• Mk SWAMIR TO AFAR eOdTm I I 1 } W000
<br />' 1 • $7AOGI RED W/ SIUD M OW 3 WTI R RmUCm 10 1/O M ' L. , _ . 101' E REWIRED M) AOOC M GRa TIM WIWOIOR M VA4 WRNOWT 0 a(SEE SCHEDULE ON TOM AI IWFOND"O Ca0Ro1• M Pon im RA6) WARM R it 1/2 MMMAt N 6 tie G.C.
<br />... _ SI M 11) ocivm WRH 1 fcim Is} 1pFwI.TON P�1 t9 In• GC. XAQiY tie
<br />a1
<br />(1) wmm AN go" PIOFIR,
<br />MnN M .6. -4S µl. (3) VAL 24 9%9 MO6 LOIN" • LMO 10 N• A ANY OPINION
<br />' (7) YAIOP.Y wOW FWIp IWNIH e 6 A 1 pornwnm "M VAM PANEL loom IUam M
<br />7L
<br />yyF1��,�L yLy�y�IaI�. I I (All 1/9' IIXN fMM fol•OOR eM TINE R Y NOVAS a
<br />aOal`afRla.Ia9a[ W SIOI.1 MOIa ,41NWAlON • ONLr 91lSi L "MYAOM OI 1 ,n• LOO arNCOO tw In ma.
<br />ALTERNATrvE 1 W M0 4. OOS1.N WOOD IRMeE WALL SCALE ]/6., MAMA Pal .M TWO 1. a AO 3 At Wro"S •r A81Y
<br />SCAE 3/e-1- (A) 4NNMAT m .up ONLY "M VINO I aaat-IIDMOM AO 1K a112D (7A a"" OF THE T1aN.
<br />Z,n I. 14 3 PFa A.IY IT NI a am 1
<br />1TRS-M. MN [_._.__L_'___'-
<br />IIQ7FS 4*�,t0z.��i,
<br />Ea '''• : e
<br />FLORIDA BUILDING CODE Non High VelocityHurrlcon• Zone
<br />NOTE FOR COYBINATON OF SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. :• NO, 44167 °�RL1�0''"L 24 BALE GALVANIZED STEEL STORY PANEL AA.
<br />DESIGN PRESSURE RATtNG (p.I.f) AND PANEL LENGTHS Ill * , 111, C Ir = DINT W.
<br />TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR s 1: a
<br />COMBINED IN ANY WAY TO SUIT A14Y ALTERNATE 2V STATE OF C GLOBAL PROTECTION PRODU U.C.INSTALLATION. )�O r _ _ NIL E C O INt. ..Be ar 6, NRn C15. ONE
<br />2. FOR NEW W000 FRANC CONSTRUCTION: WOOD '` • �ORIOt';:• fi Zv 11M r. r Y.WN. n 6AAIL 2 riiu
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC Ni%•.•••...11 ^^ Ixlm��- An-I.n nNNcI f96T)Nr••1RN6. FA, tw.>,.9.6747 20-175
<br />DENSITY OF 0.55 OR EQUAL. AbIN/BR4 tuAr/an G` OUMI• r AMMAWAMMI eRNR.N M
<br />W1L1R A W. k 'M INRI a O 19
<br />DIEM AI NOTES
<br />AMRn 40. 4Wri.Y ,rT: fRP9rV • 2 /YYO f1eRa FWFSLwE. (t) ID lELS➢OG Y/OGO fMFE sP� f6AV�._G..• 0.56 IaN.:.
<br />1. STORY PANCE SF/QR61 ON I4S PRODUCT EVILUA710N DOCUMENT (P.LD.) 1u5 BEEN VERIFIED FOR COMPLIANCE R+ ACCORDANCE - 1/A•a TAPCON ANCHORS, AS WMNACIURED Br IT.IF BUIDEA. INC
<br />W14 THE 2020 (7Lh EDITION) Or THE FLORGA BUILDING CODE THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH-'14-10 PANCIAATE FDAALE ID VINO PANEEAMIE PLUS ANb10R5, AS MANUFACTURED BY ELCO CONSTRUCTION PROOW:TS,
<br />VELOCITY HURRICANE ZONES (1N4M-DARE / BRDWMD COUNfR:S). - 1/4'a LAG SCREWS t'+pi NOS
<br />WI BE P 1 THE . i A C WINO D[SIC1R ND I.MAS STILT. DEPERMNED A$ PER SECTION S). OF L ABO.E YENT101E0 CODE OR BNiH
<br />- 7/16'4 . 5/9' WOOD eu9htl0, AS OSIRIBIRW BY ALL P(X41T SCREW. BOLT A SPECAItt CO.
<br />P F A F THE WNFAE STORM PANEL WILT R INSTALLED, VINO FOR D6ECIIOMALJtt ACTOR
<br />SPEED AS 11EDIIFEQ O HE AJR,STIICIION ALL.ED,
<br />MD•0 7-1 N ME MAXIMUM AS I DESCH RERATINGS 63 USING ASCE BAND SHALL 0 ExCEN OESIC PRESSURE INDICATED ON SHEETS C t M T INTO T + 1 F P ( )) NM1Ul/ UMAUE FEMALE
<br />ALE (OA ON N ° 1r0100 OF MOON ANc11oRs STALL BE /T AND ? tM fLCO ANELAuiE PLUS
<br />X 9 DER 12 • 17, 16, AND PNNELMALE FEIAALC D
<br />IN ORDER TO vERtRY THE ABOVE CONdnoN, ULt1WTF DESIGN WIND .ENDS DE7E/•4NE0 PER ASCE 7-1e SHIALI R FIST
<br />REDUCED TO AS 0. DESIGN PRESSURE RATING BY MUL.tIPLYING THEM BY 0-6 IN ORDER 10 COMPARE THESE W/ MAX (ALSO) C 2) MINIMUM TREADED PENEIMTWM OF LAC SCREW, INTO THE WOW FRAME UM SMALL BE 1 1/2' NO THREADED
<br />DIESIGN PRESSURE RATINGS INDICATED ON SHEETS X 9 TRU 12 A 17. 18. PENETRATION INro STUCCO SHALL K CONSMO M AS PART OF THE KVMM THREADED PENETRATION
<br />IN ORDER TO VfRPFY THAT ANCHORS ON THIS III AS TESTED WERE NOT OVER STRESSED, A 337E INCREASE IN Ail OWA91.a.
<br />STRESS FOR VBNIF LOADS WAS tl0I USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS RON OFTTTUN/ND IN II MNMUFM 1I DISTANCE OF LAG SCREYA6. INTO WOOD SHALL BE AS INOCATFD NN THIS OIUWNG
<br />ACCORDANCE IMH N.D.S. 20, 6.
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RIMPANCE HAS BEEN VEIRIM HI ACCORDANCE W17N SECTION 1609.1.2 OF CA) MIMKW PENETRATION OF WODD BUSHINC SMALL BE S/8• 1/4' 9-20 SCREWS USED SMALL R 1 1/2' LONG MOMWM
<br />THE ABOVE MENTIONED CODE AS PER AWRWM'4 TEST LAB OF SOUTH FLORIDAIIFPORM JW14EXIST.
<br />.01-01 AND #0219.02-09. AS SHOULD STUCCO T. AND I' MMMM FOR WALLS WIT NO STUCCO.
<br />PER _10 12-99 A ASTM E 330-02 STANDARDS. AND AMERICAN TESTING LAR SOUTH FLORIDA REPORT /117301-I0 AS PER
<br />TAS-20, AND TAS-2W PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE C.S) IN CASE THAT PRECAST STOW, OR PRECAST CONCETE RPANELS, STUCCO OR BE WOOD BOARDS FOUND ON DIE COSTING
<br />FLORIDA BUILDNC CODE WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE WHINO SUCH PANELS.
<br />ANCHORAGE SMALL BE AS MENTIONED IN C I), C 7) Al CA)
<br />2. ALL ALUMNUM EXTRUSIONS TO BL 000-10 ALLOY AND TEMPER (UNLESS OTHERMSE NOTED) SEE SHEET 2 (0) ANCHORS SHALL BE INSIALEO FOLLOWING ALL OF THE RECOAOAEMOAnM$ AND SPEC,Wf4AIIM& O THE ANCHORi 1AANUFACTURER
<br />3 AL ALUMINUM SHEET META USE° AT CLOSURTS SHALL NAVE 3101 Ells ALLOY . a PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAXS SHOWN ON SECTION I THMAI 6 (SHEETS 4
<br />4, ALI HEET STEEL SMETAL PANELS SHALL HAVE SI UCTUIMI QUALITY STEEL. ASIM A-553 GRADE 60 MNIMUY, G-013 GALVA/R2ED THROUGH 5) EXCEPT THAT HEADERS ® A(D SHALL NOT BE USED.
<br />$TELL LESIGNA110N W/FY- 92 2 LAN (AFTER ROLLED). 9 IT SHALL 8F TM: RESPONMM OF THE CONTRACTOR TO VERITY THE SOUNONESS OF THE STR)CRME WHERE SHUTTER 15 TO BE
<br />5 ALL SCREWS TO BE STAMLLSS STEEL 304 OR 3t6 ASI SERIES OR CORROSM RDSII COATED CARBON STEEL AS PER Dw FDA TO1NRURE PROPER ANCHORAGETHISSHUTTER SHALL ONLY KALIGNED TOCONCRETE BLOCK OR woad FRAME
<br />INGS
<br />500I8 W/ 50 64N YIELD MRDia4 AND 90 " TENSILE STRENGTH AND SMALL COMPLY W/ FLORIDA 9I AIDING CODE SECTION
<br />7411 33.4. 10 EACH REGULAR STORM PAI MT LENGTHS OVER 90' AS PER SECTIONS 1, 2, A. S, 6 AND ALTERNATIVES IW, 3W A 4W ON
<br />SMELTS 4, S. 6 A 7 RESPECTAELY; SHALL NAVE A LEGIBLE AND READILY VISIBLE MAFWWG INSTRUCTING CWNER OR TFMANi TO
<br />6. BOLTS TO BE ASTM A- 307 GALVANIZED "EEL, OR AM -10. SERIES STAINLESS STEEL. WITH 36 MPI MINIMUM YIELD STRENGTH SECURE PANELS WITH APPUCASS RENFORCEMFNI DURING PERIODS OF HURRICANE WARNING
<br />7 ANCHORS TO WALL SHALL BE AS FOLLOWS. It. ME INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SFMIER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT ARM
<br />(A) G_POL
<br />E BUILDING T'O PREVENT WINU/RAW INTRUSION
<br />�Eld$ilN+Rrn THECDNCTSIT�
<br />- 1/4'0 TN•CON ANCHORS AS MANUFACTURED BY I.T.W. OVILDEX. HNC III fB-3197 P.RN.) 11 STORM PANEL INSTALLAEION SHALL COMPLY MT SPECS INDICATED IN THIS DRAMNG PLUS ANY BUILDING AND ZONING RECULAnONS
<br />- 1/4' • . 7/r CALK -IN ANCHORS. AS MANUFACIUNED BY DfW4LT INC PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />,/4Y . 300 POLIO -SET ANCHORS. AS OISiR10UlE0 BY NI PONT SCREN, BOLT A SPECIALTY CO 13 (a) THIS PRODUCT EVAL.UATON OOCUMENT IF ED.) PREPARED Bf THIS ENGINEER IS GENENC ANC, DOES NOT PROVIDE W"WAkTION
<br />EMIT. 0 PANIE0 ATT FOR A SRC SPECFIC PROJECT. I.F. WHERE THE WR CONDITIONS DEVIATE FROM THE P.I D
<br />- f 14-10 PANELWTC FDIAIL p ! PANEIaATE PLUS ANCHORS. AS MANUFACTURED BY FLCO ODNSiRLKf1oN P11ODUCf5.
<br />- 1/4'4 ZAMW MAKIN ANCHORS, AS MANUFACTURED BY DCWALT. INC (D) CONTRACTOR TO K RESPONSIBLE FOR 1HIC SELECTION, PURCHASE AND INSTALLATION AICLUONG UrC SAFETY OF " PRODUCT
<br />THIS P. M T
<br />A t) MINIMUM OR ZAMfM OF INCH ANCHORS ONTO P'OIR,jO CONCRETE SHALL R 1 3/4', 2' rOR E1C0 PANEEWTE VINO BASED ON K ED AT SITE
<br />I HE4 SHE DOES NOT Ot1M1E FROM H CONDITIONS DETAILED ON 11115 DOCUMENT
<br />I ]/+' FOR ZAMAC MAIN ANCHORS CONSTRVLTION SAFETY AT !RE IS THAC CONTRACTOR'S RESP'ONSIBILRT
<br />A.2) CALX-N k SOLD -SET ANCHORS SHALL R EMBE°OFT) 7/SINTO THE POURED CONCIEIF- NO CIA DIM NVi0 (c) TITS PRODUCT EVALUATION DOCUMENT wXA 9C OoNSIOERED WALE, I LIOD61E0
<br />STUCCO SHALL BL PERMITTED. 1/4• 0-20 SCREWS USED SHALL R 1 1/2" LONG MINIMUM SHODU0 STUCCO EXIST, (0) Slit SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER ON ARC14TECT WHICH WILL BECOME ME
<br />AND I• MNUUM FOR WALLS MTN NO STCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. ENGINEER OF RECORD (E OR) THE
<br />FDR E PRAND WHO WILL BE RESPONSIBLE FTHEOR E
<br />BUT WIT MNC NUTS PROPER USE OF THE P E 0. OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE
<br />P.E.D. EN41M'ER, SHALL SUMNn 10 III LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW.
<br />A3) 44 CASE INAT PRECAST $PONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />EXISTING WALL OR FLOOR, ANCHORS SHALL fit LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS (4) INS /C.O. SHIN BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFCSSIOI
<br />ANCHORAGE SHALL BE AS MENTIONED IN AI) VINO IN A2). ENGNEER OF RECORD THAT PREPARED IT
<br />(B) TO_LXISTNGSOE10fum-Nam WALL AS,M C-eO 14. SHUTTER WWUFACnIKA'S LABEL SMALL BE LOCATED ON A READILY YNEILE LOCATION AT STORM
<br />- 1/4. 4 TAPCON AMC"CPS AS MANVFACIIAEO ST I T W RUIIDCX. INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 170942 OF FLO" SULDR40 CODE ONE LABEL
<br />1 4" • . 7 tl' CALx-IN ANCHORS. AS 4AWIFACTUREO RY DEWALI. HNC SHALL BE PLACED P011 EVERY OPENMNC LAIIEUNG TO COMPLY WITH SECTION I7M9.J OF TE
<br />- 1/4'P X 3/4' SOLD -SET ANCHORS, AS DISTRIBUTED BY All PORT SCREW, BOLL A SPECIALTY CO FLORIDA euLaNc CODE
<br />- 114-10 RANELWTE FEMALE D AND PANEWATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION P 11111T11
<br />- 1/4' 4 'ZAAIAC NAIUN ANCHORS, AS MANUFACTURED BY DCWALT, INC �rcP A...
<br />8.1) MINIMUM EMBEDMENT OF TAPODN ANCHORS. ELCO PANELMATES AND ZAMAC NMLN ANCHOR, INTO ONE �VCENB'
<br />. FLORIDA BUILDING CODE Non Nigh VelocityNMFrIGGP4 TOM
<br />13LOCW UNIT S141LL R i 1/4'
<br />9.2) CAUI A SOUR -SET ANCHORS SHALL BE EVBEDOED 7/9• INTO THE CONCRETE BLOCK UNIT. NO ►>Ig,)44 7 .wNe Ia,6BB. I.0 24 GAGE GALVANIZED STEEL STORM PANEL alr w'
<br />STUCCO SWAL BE PERMTTED. 1/4' 4--20 SCREWS USED SMALL BE 1 1/2' LONG MINIMUM SHOVE° 7 .�A EXHSr. * �• � �MflMW1 IY 1n a�
<br />AND 1' MWWVM FOR WALLS Wn14 NO STUCCO. - IL E C O HNC GLOBAL PWTECTNM. PRONCTS, U.C. 01nM
<br />Ti'�:, STATE -:
<br />8.3) T CASE THAT PRECAST STONE, OP PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS LE FOUR '`(ORI /� ✓ .NOB A. a1 anO*
<br />EXISTING WALL ANCHORS SHALL R EON° ENOUGH TO REACH 111E MAIN STRUCTURE BEIMNU St
<br />PA. \• ! .r ,A. a, r MY.,AW. w w fMML n -,
<br />S u I r UT. .n_I .. oM An-+•n "BM o»,4. 7F.A .AA (bNT.W . PT 2D-E7s
<br />AYNN w
<br />ANCMORAG[ SHALL BE AS MENTIONED IN B.,} AND IN 8.2) STONAL N a-BIX"t", sIl[T 1 HP M
<br />I/ /m1111 AL1YY PE ,1A /91N"IUAI/BNn ,y;ntl A "U." 0» 04. ,r
<br />CONCRETE ANCJNORS
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROWN 10)
<br />r
<br />LC
<br />INSTALLATION DETAILS FOR REGULAR PANEL i1 )
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />_QSIT_
<br />CONCRETE
<br />00 _
<br />BLOCK RCiNBLOCN
<br />RLQUMEDCONRTGasoRCOLMLD.
<br />AN(fEE 9CNmUlE ON ` EXISTING POURED
<br />R _.0 SNLE75 9 THROUGH i0) / - O OONCRETE OR
<br />( U Ta
<br />-__ -____ -
<br />1
<br />1-101
<br />E _--._.._- 0 : -..A. T:..
<br />I SEPARATION I
<br />ro GLASS, I
<br />ExlST91Gr,R� (SEE SCHEDULE I
<br />OLA95 I ON SHEET 3) I
<br />I U
<br />1 I
<br />CONCRETE ANCHORS , ` ,� I_.
<br />ON i
<br />6N1 T-47
<br />1' Ma.
<br />I PANEL LENGTH
<br />(SEE SCHEME
<br />ON SHEET 3)
<br />(sEE sc11Ev xE 1 t-
<br />SHEETS I THROUGH Ilm
<br />I Sox
<br />5i /. s• . I OF 1'
<br />1 Lux.
<br />LID... .; ®' I 1 4Y-xalw Itxn
<br />`/
<br />C.D. I
<br />1
<br />r
<br />I , ® y- 1/11 IUA/14 ,p 4 a
<br />.:/,• + -ED_. f._- 1x I/Y et. Y, •/ NMI
<br />;R I - I . MIT. '_
<br />i (ALTERNATE
<br />" I LEG LOCATION
<br />- I
<br />ALTERNATE CONCRE . _ � 1SIWG 90URm WNCRETE
<br />ANCHORS OR C6NCRCTE BLOCK REOUWED.
<br />(SEE SCHEDULE ON
<br />SMELTS 9 THROUGH 10)
<br />E.O.. EDGE DISTANCE ��J E-9WM�:
<br />(SEE SCHEDULE ON TOP A BORON MOUNTINGS CAN BE
<br />SHEETS 9 A I0) COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />j ON SO4M ]
<br />9
<br />1
<br />I ,t
<br />I
<br />I
<br />Goss
<br />EX WAI -YY
<br />1
<br />E.O.
<br />EXISTING PDIIEQ.
<br />RCONCRETE E ROCK I
<br />CONCRETE ANCHORS -_
<br />STAMM W/ SRIT7
<br />(SEE SCHEDULE ON
<br />SHEETS 9 TROUGH 10)
<br />caNcacrE ocx �,J�.•.m.,-
<br />1/4- REQUIRED. - _ I 3-.-WIli•w=
<br />W. _. _ _ __... CONCRETE ANCHORS ' ��%�' ' ', -
<br />(SEE SG/mILE ON • �+1/, H -__. } I
<br />. SHEETS 9 THROUGH 10)', I
<br />1
<br />EOI / 1
<br />1 I EOj.-. I (/7��7
<br />f- I l,l
<br />1.1I An,, ED. �I'll I
<br />v/ 1
<br />I
<br />1
<br />1• YaA. II*'T GLASS SEPARATION i 1. LE
<br />PANED. D SCHEDULE -.� (SEE SCHDUL 1 SMIEL THCDUL1
<br />(SEE SHEET 3) 'ON ]) i NOD Sim D
<br />I y ,..- L
<br />. t:l Exi"AD I I
<br />5011 GLASS I 1 Cl) 1-,{
<br />f /y iy/� I
<br />/ '.
<br />EA. .;.//,,,
<br />I.l 1
<br />U / . � _
<br />1j. • _1 1/2' O.0 1 .j APIl1CAAE),
<br />CONCRETE ANCHORS _. _ J 1
<br />. - .) -_1 (SEE SCHEDULE ON %' -.1- ....- ..)
<br />= __ NiS O30O�./y:
<br />EXISTING POURED E( =) AraW/ _ M CONCRETE BLOCK
<br />ARE USED. Rom.
<br />VJI 1•. .1 r A M d1`747151
<br />3kMIif)1w�
<br />INSTALLATION DETAILS FOR REGULAR PANEL i>1 INTO WOOD
<br />�' 1I ALTERNATE LEG
<br />4.... (MA.) EXI6T91G ANqpQ I - ... LOCATION
<br />SEAM REQUIRED. STRURlB,A-L
<br />ADEQUACY OF EXISTING WOW ." li
<br />BEAN TO eE CERTIFIED BY '
<br />REGISTERED ENGINEER DR Ea . - ". Il. / -
<br />®
<br />ARCHITECT PRIOR TO SMUTTER
<br />INSTALLATION, '• ANCHORS ALTERNATE WOOD ANCHORS III .- I• I -.
<br />( SCNCDULF ON (SEE SCHEDULE ON 4T11• IO "' " ,4Ap
<br />SHEET I1) SMELT „) ''1 --EO+FD-. .-
<br />mleis Mm "No' *0 wr
<br />E
<br />III
<br />( f
<br />-_I'L UI. WOODHEADER- , 11, In' .----- _
<br />EXISTING ( I ._.. _ 7 - _.- ...'__ _.. - I REOUIIED `• .. AN i 4 - IuD tln
<br />GLASS ® 1 WOOD ANCHORS I I I 1 I. • 4 1/P 6G
<br />(SEE
<br />44E'TSC'FWLE ON �.. %tM �li j /�
<br />-1 OLASS.(SFF I lJ 1 -� I ``% 1 I SCHEDULE I UHY)BF+' Min. SEPAAM3FTDN To CLASS, i
<br />1 ON SHEET 3) I 9a IAn r
<br />I ,/ - ----! 4 -' PA/[I. lva r (.5fi SCIEOULF ON 519,Er ]) 1 `/4 •BLn1� 1• MAT(
<br />NOON E )� j 'k, [ 1 VAN f ' PANEL U:NOT11
<br />I I PARR LENGTH :.. _-
<br />- -
<br />... -_ 1' / 1 M nA ma (SEE SCHEDULE
<br />L-__- .._.. .... .._. (SEE SCHEDULE Ex _.________ _ ._.. ___.:.. ._ `. .I -- NET 3)
<br />I - ( i ) M•A1 tAe1 T� ON fN
<br />-. ql __-.. - . 1 ON SHHEET J) GUlSS -"l
<br />(-- (�7 j $GUILE
<br />1 ''�' DOW I I .� OF 1-
<br />I i ,(� OF 1• I 1 1 MA,X.
<br />MAX
<br />I • 12 1/2- O.C. ! ,
<br />FO
<br />NO F 1.. I I _ ,I
<br />p,N-IANr
<br />I
<br />i � IHOO Ian
<br />ALUnU I -.. L I F1. .. r W a 1/4' O.0
<br />.__.._ -.- L ._.-._-_ MCR REoO Y.4' WOOD PIA _ �; ANCHORS
<br />YI000 ANCHORS 1. __ -_._. _ RfQU1RE0 I 10�I LSF.L SCHEDULE am
<br />SHEET 1 1)Ii (SEE SCHEDULEpULL ON _ s _ , - _._. _ .. 3/4' ' 91EkT 11)
<br />--2• MITI.-- - - - -- '
<br />GILD-OLIT MOUNTING
<br />ALMRMATrA
<br />ALTERNATIVE 4W
<br />SCALE
<br />HINNH BONE ]/e-,•
<br />DER 46 ft
<br />.La'',.%GEN'te f.
<br />NOTE_ FOR COMBINATION DF SECTIONS; # . 11 NO. 44187 •'• FLORIN BUILDING CODE Man High Velocity Numcons Zone)
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. ALSO
<br />TOP k BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING pA.f) AND PANEL LENGTHS S1i1TEOF 7 R°'0TM'W°'.c 24 GAGE OALVAIIZED STEEL STORY PANEL �"'w,
<br />COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET3 � `_...
<br />INSTALLATION. 2. FOR NEV WOOD FRAME CONSTRUCTION: WOOD IS 0A1,," "i0•�,.N1vt • • -_:r: _ ,. _ �v n/nnaR
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC "YIy .. _.. . _ 1L E C O INe. ��� N �• an.
<br />DENSITY of 0.55 OR EQUAL. „4�NA� „E"N ALz. �, ;:'",FBI"» m GT a ` '. 06N)I0- F61I JXFFFMi.6.>.M.n7 zo-ns
<br />Pl, IWJ•ON"ILA[/OUt G-000Rn r OIMVi° 6.
<br />1CI1 A II Ar., lA aMn l OI n
<br />_41-I
<br />N
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<br />U
<br />a) Q O
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<br />C = Co -
<br />CD -I 0 cu^
<br />C O O ' �= W
<br />C !� O LL
<br />'CV O \V O
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<br />' N 4
<br />cc L. Lu
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<br />V 2 n C
<br />Z = M U CI
<br />lN
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<br />N C L.
<br />TO tp
<br />N 'p (-�, .0
<br />LI)-C N N 10
<br />3C u5 Cu, ]C
<br />°3 c_ y as
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<br />� II
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<br />O
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<br />U) CL
<br />CD U
<br />0
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<br />0-
<br />0 'a)//I�
<br />B' V J
<br />W
<br />BBBBI
<br />W
<br />= Z
<br />Z
<br />Q
<br />J
<br />L1
<br />SHEET NO.
<br />SH 1.3,
<br />HurFicons
<br />ALTVDWE CONCRETE
<br />RIGORS LOCATION
<br />TSEE SCHEDULE ON EXISTING POURED Gp1ORETF ..
<br />EXISTING POUTED CONCRETE'._, SHEETS 9 THROUGH to) OR CONCRETE BLODK
<br />RE CONCRETE BLOCK �j7L�
<br />ROU6tt0. TU91ATE LEG RP.OIIWED.
<br />LOCAIM CONCRETE AnL swemmmlom .
<br />- (SEE
<br />a rono N- t' / �l O
<br />a 1
<br />I -sR -•� m. IIIi B ,- s, 90a a :� t/2 l
<br />.�c/. •" 1/Ts Ilr SA. Wa N MAN, .... _{
<br />CONCRETE ANCHORS' • ,[ +n' O.G j' -
<br />(SEE SCHEDULE ON i ,n. r� I 7.._
<br />SHEETS 9 THROUGH 10)I - I --jy�� 1 ��,�y�y Lh �"Ill' F
<br />CD ��. I.GTH
<br />. 1'I�/�R•i�13�N ,.%// . 1 / �// i PANEL IIFl.
<br />1 %Y�y I (SEX 9LMOAE
<br />I OR SHUT 3
<br />SEPOMI I i0 MASS I F.
<br />.I III NEE�RO.
<br />TO GLASS H I,.i-RN,• (!Lm SGEDUIf i -'N B - 0 aSPAto !1F
<br />•an
<br />(SEE SCHEDULE ON I AT 9GTf •� 1 O4 9iE♦♦ET J) TR Fa FWa10
<br />I.__SPELT 11) - - ._ (IQm a 'L, M_ i--"---,I •. - ' ) .y 41a.H "M
<br />y�� 3 IDIOM0 fl) PANEL U34GT
<br />OIASS-1 I / - _I m 7-01
<br />(ONE SHEET 3) dlYw9lISTk - I _- -.... I
<br />I I-JE SGlli YA __ - __ .� ,
<br />I T
<br />yrihfi I GE 1• 1 ,
<br />'. ! 1 / I MAX. / . j`f P. 1
<br />ACER box I
<br />E D y' /.•A-9R,MM 9Oln ( _ E - �m N I MAX
<br />L ' Y�
<br />I.
<br />CONCRETE ANCHORS •� a ,/4• Bc. CONf2EiE ANCHORS �, _ _ . 1 I I
<br />(SEE SCHEDULE ON /fi . ® (SEE SCHEDULE ON ___
<br />SHEETS 9 THROUGH 10) f SHEETS 9 THROUGH 10)_... 11 I , �2 In1' LONG MAX. ALMMUM
<br />SSPACEP • G 1 1' O.C. VALD FOR
<br />r/fL�6T1NC 11ALL DESIGN AND
<br />-DR CONCRETE 9DCX 'E COSTING PORED CONIC ". I LLINC7EPL MR SHEET S. PANED
<br />MQUIRED. OREDLRC�RE7E BLOCK 1' MAX. LOWALUM" SPACERS •
<br />yiy%L' � 12 1/2. O.C. (SEE TABLE 01 04
<br />SHEETS 9 A 10.)
<br />saMl 3/1.1' Amm
<br />SCALE 3/8-1
<br />ED. - MOE DISTANCE NOTE FOIE COMERNATK)N OF SECTIONS:
<br />(SEE SCHEDULE ON TOP k BOTTOM MOUNTINGS CAN BE
<br />SHEETS 9 at 10) COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL I
<br />INTO EXISTING WOOD STRUCTURES
<br />+ 1/2' M. TIOMODCD PCMUMIIOM ( 7•.•• WOW
<br />- j 1/4•I LAG TCREwS • a• Or. W/ TO CASTING N000 NPALWI, IMO,AREO 1/••P L.Ac sown • 4' O.0 W/
<br />• 1 1/7' NN. 1,41f/10fD PC.IIATION 11 ; Ml a ON FIkE TO RIM WOW N[AOERTYttmi n
<br />I1 ro fA1STP0 1N000 IEIMR. r `
<br />C4nL f1411' 7.R5. l
<br />• TA OD Ora) I. 1 4'•-20. 4• M3
<br />`\ / 4 lbM. 1, 4.,• 9.M5 1 I 6 Cml W1J 7/6;.}Y WN1C
<br />., jIs MT T
<br />U ENO O ® 5 , Y � `�N I NU1 • 2 O.C.
<br />1 4 4 W,II
<br />'7 1 Y LTG ,Y ' M. 9C•E,19 • B• O.C. • 1 B S
<br />\
<br />I RUy�
<br />I
<br />3. .• ,wss YND • G [7o O
<br />,.� � � tl,OErAs ,n. a ` �� ' tr f, •i. ! .I�iCAMI1Usi r/ A'r3/3r• ro /ci nw WOW'�OCD•WAP[PrJI[TaAna �
<br />-... _. OF MWf� R».) f DFTO ,/2. A
<br />(- !/,r AAIm POP FoAm TI-
<br />4.1' S.MS d T_ _40I E+
<br />__( • MNTIOTH a [L91n ® u END a ® 1N ,•_:RrP) nFA,. 7 -
<br />p D ■ 1 OC A,n • ._ _. -_ . .IDOO IEI\tlFR RLOL,IALD J
<br />7 4/16' NN, 1' SFPAMTON I 1(,9.•IF 7/N• ��J Y/9S'LR/Y771Yf �+ GASlSEPARATION I u6•«IYJT / /7'• 10 O1ILSi I "/=?aEVEM @ t1/2' OIC 1 2 1/0, Yy, g
<br />MIIY 01ERLW SEPARATION I i
<br />]/.' - 10 CLASS 4'•-70.A .•
<br />13 2 9/16• -]7/ - � -. I W W NNC
<br />if I I i TO CLASS F.APF3,y'D 1 OFIOAPII 3� - -
<br />1p
<br />] I -
<br />~ .1 ,�A'P-.7pr3/4• Y.9. 4 N ,{ J C1M•t I1"■ "
<br />.) I 0 ..I it C I V/ 7/M .3/U' gC i I if
<br />8 I', (2•.r MI I 1 }}� � I I 1 u
<br />- 1 a•r- 1• I , a1 PAINC1Wn Ii,NALE G 6 *-,._-..�__
<br />!._
<br />`. a.MDAArz Plus •/ cWA. 1 _ 1 B -Ti3
<br />I • 7/•' Mn 1IHIEAOFO }1M1 •• N.S.
<br />11
<br />_ T(ii .: T EDIT A IIFL(A) PONTRATION4 17 1/7. O.0 '. ( // SY AA 1/
<br />• II I/a'W IJb IHPfAOW P{7NEIM19N 1 (2 2 N• I , 1'4- ) /4' S E 1 2.70 I TMMIRFRf9Q 3/4
<br />_,//1�� YWpNpp N1'UL .. �.
<br />' 1, I MtNIO,n M PLATE AT SIR" 2000 tlR ...FLAT ON °N MOEIRFR 1/6t - 4•NJT 1 - NOf[ TALI
<br />11) 1 _ NOTE ,A RLM 6 t 4II A MS W 7/.-./SY
<br />2 /U-10 PNNUWrz hu5 W '� I
<br />m ff Iwo PEN ETRATON • 17 . [.�Nc MU7 11 T' c c.
<br />a5�7mwm �1 ,/4'P LAC SCREW! • 6' OC W/ ,/.•. L4 50611'S • 6' OC W/
<br />M➢"W(tPVi[ NIEX. -2- Min. A 1/2' 1M. "dKAWD NRMTRA,ID,I Y+n. aJJ [. 1 ,n' MAN I,IMAm PEWILTMTON
<br />M1 a W LTC[ ALTERNAtTIVF ZAP YA., 7•G•' WINO rOW PLArz A4.pLARD • Yp01H OF 14"
<br />INSTA ';'1 PLANE I1EOU1� FLAT MT a W FM
<br />ALTERNYE 9IN AaEa//77
<br />� Muff
<br />- , ' I 11OOR TO C u TING ALTERNATWE 4FFW
<br />I . INSfAUATOMS ARE OKAY VADD POR quRpNNG,S WAN AS.O. 0610N TOMS
<br />UP 1p +e6.0, -75.7 IMF AND PFN61'S EONGT UP TO S•-t0• g AAHNNIINIIIqTERNATWE �I•IA, SCALE 1/A•. L'
<br />2 FOI NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO R SOUTHERN L7i��. Aavv.AL �'•P...... SCALE 1/4--t-
<br />Pi PANE ft 2. W/ SPECIFIC DEW" OF 0.55 OR EQUAL . T-••" •• - /
<br />• ,$ i ''9 FLORIDA BUILDING CODE (High VelocityHUrrlcone Zone)
<br />�>t 1 F(0)F,J�
<br />_ :• No. .RBm nTtcD..c. 20 CAM GALVANIZED STEEL STORM PANEL FP
<br />Si SPLCFYA AID RF01•KM[Nl9 fa OF Do WI ®A1 TOP A9 * :* S pM1 F,WIDE K sCOMACF6N n TRNAYK a Al •nE0 ON .000 toW NM 7000 v6TAIArNN M W I((F[r :Y' °EW $�'. FTA�-z_ > > LOBAL PROTECTION PRODUCTS, LLC. °'/'y�010DI
<br />.I TFAN.TiVE TOP NLP�E! rrooD A�-iC; .. coT--__...- IL ECOENCN6B6 PM. 31 WYET
<br />FOP W BOTTOM YWNTS*" GA w comodn N ANY SI � �•�fV1O'Y�-.1-" .. - x W�I1m1A AMU T+OM: IS..)♦Y iI 1A�'La11P6.T66F4n7 20-176
<br />WAY M NIO AW IPATALIAION, WALE 1 4 . 1• NN AP E -w TAM _-NN 1
<br />/' W1/1411 1 PE 4Ay`YONMTYTIrfWO[ CA-6WINIA +A''•• NY- 1111.A4N w
<br />ANTI SHUTTER 1MI NUT SHOW FOR CLARIFY W R* A nln W.. PL tNFLA N OF N
<br />1/4. 3/4, 4/5. S 5 A 6/5
<br />IINI SINGLE PAIIEL 1 LENGTH "I SCHEDULE ONLY FOR REGULAR STORM z/ANCHORS (� SCHEDULE ON 1WI 2VI 3W%7 BE 4W/7
<br />S LNSTALLATION INTO POURED CONCRETE- CONCRETE BLOCK h WOOD (t) -]' MAx -- -.- -- - _-. sH1EEn 9, to An) _. _.. �?; 4r _
<br />S'INNLC PAMFl4(T11m t6NOL/ PANELS CII RQlBAIIEm AT CASH I 1' MN,' _--
<br />�.TOP DR BOTMM END WITH TRACKS (�- M. a k � DE 4! o O e
<br />• ._ H- D.M..( .Q3..4Q.(-T-I--I-r-r--1--I-r-rl-�-r-F-r. ;'.r'r-1--r-r�-T-r-1-�-.-------I
<br />W1TFI TRACKS QR Chi mRECT MOUNTED AT [AC END•
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR "L-" (ft.) 0
<br />MAXIMUM AS-D. CONCRETE A wow
<br />PRE RATING *WA1LATKMS t
<br />(PS.1.) I. -) IA L-
<br />2G0 I2'-o• 1)'-01
<br />230 14II 7I'-a'
<br />-Jao ___ I F'-a• to'-r
<br />38.o to.-lo• IG'-O•
<br />.. 400 10-11 /=4•
<br />sso a a_ S•-I'
<br />_ !0.G _ I N•, a 4
<br />ILO_ Sa'-r 81-o'
<br />eao J _3• - r-r -
<br />-- ao a-o r a
<br />o )-a• r-o"
<br />- 7G
<br />730 7 6' r-fo'
<br />aG0 7 r a'-r
<br />d o r-o' S=s'
<br />NEO a a• e'-r
<br />_- $&a '__ a •' e•-o
<br />100.0 6'-3• 5•-1,'
<br />- -,CIO e'-P s'-a-
<br />- Tao _ - a'-r
<br />1 F50 - 5--6'
<br />Free _- r-6'
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR 'I (ft.) 0
<br />MAXIMUM ALSO. CONCRETE ! WDOD
<br />OEM
<br />PRESSURE RATING INSTALLATIONS t
<br />(P...1.) (+ N, -) Rd Lr ..
<br />2120 14v ID'-0'
<br />210 12'-lo- 71'-r
<br />J00 I1'-e• tw_7'
<br />JB.O 101-10' 9'-9'
<br />400 a'-$* e'-2'
<br />0G _ r-, • a'-r
<br />50.0 a=7. a-r.
<br />- SELO - 8-3- r-I' -
<br />Sao a-- - ra•
<br />A&C, 7' I r-2-
<br />-- Mo i 11-1. 0'-11•
<br />)SO _ r-r- ;t-e•
<br />Sao r-o' a'-s'
<br />85.0 7-0• G'-3•
<br />90.0 61-/1 ' B.-I.
<br />030 I'-7• 3'-10'
<br />too.o e'-J 5'-r
<br />Imo 6'-3' 3'-4•
<br />five - r -
<br />IF3.0 - •'-IO'
<br />116.41 4•-N,
<br />MINIMUM SEPARATION TO CUSS SCHEDULE
<br />MAXIMUM *AD SPEED 4 170 III WIND SPEED > 170 m.PN
<br />PANEL IDIOM
<br />(in) UNRLSTIk"M RESTRAINED UNRSTRANO RSTRAII
<br />30 DR LESS I' I. 9' G 1/4'
<br />- >33 70 90 I. I. 7 1/7- 7 1/2-
<br />>e0 TO 145 I. 1• 7 I/2' 7 1/7•
<br />>143 10 , I I' 1' - 7 1/2'
<br />MINMUM PANEL LENGTH (In) FOR A OMEN MOUNTING CONDITION
<br />®'®°f® I .
<br />1_ t-J_. _ 'A_ r i
<br />-tTt:4I,, � �
<br />i 1_1- -- -- , 1- -�_ _ 1_I-( lI .
<br />fI�� 1I�- _1_U__
<br />UNBOLTED PNglS { I '. BOLTED PAELS W/ 1 N-20A1• li I
<br />(SEE SE CTIONS AS .$. M.S_ BOLT W/ d • EA WERLAP
<br />APPLICABLE) (SEE BLCTO M AS APPLICABLE)
<br />I I I I,,, 1. 11 1 9 I I I 1 I I i
<br />i I
<br />D.M..( . ®. I
<br />_ . _ I
<br />- - - - - - I
<br />- e O O O -__1 _)
<br />@of@ - .,5.- MAX I __!' MAX
<br />-rMTN. ; 2/4 1/41 3/4, 4/55/5 f 6/5I'"
<br />iL 1WIS. 2W/61 3W/7 A 4W/7
<br />REGULAR RM PANEL AT ON
<br />ANCHORS (SEE SGmIU RON SHEETS 9, TO A11)-
<br />(D ELA��.]!. 1/4" M. GAP
<br />2.9er f_
<br />(Wt.O� .) "I Mmum -'rINI
<br />1.5'x1 !• wiI NOD-o'
<br />T�H OIN[H:T T' •U' 9T D 'i' Y TRACK IN."wEN4 MOUNT HEADERIHEIDDt NIGLC TRACK 4f/,+ •Too[
<br />- DIRECT MDAR 46' 32' 32• 35• 1. 1• so,
<br />1LE TUD
<br />14 1.S,1I SANGTUO 3B• 32' 3Y 3242' '. AA•
<br />f T• TRACE 55' 32' 1. 42' 67' GO' SO'
<br />ix 1.
<br />32' 32.3r a0' SG' S660' S6' 1.
<br />PM
<br />GAP Ta I SECTION A -A ��
<br />N.T 6.
<br />A1mm
<br />(1) L+. YN
<br />L Mo
<br />(2) PW=
<br />CM04 A
<br />(3) SEE SCHEDULE BLOW FOR FBI PANG LANWH FOR ICR061IY OLALW"rOk.
<br />MPAlAYXM INTO WOOD ARE LWf M TO Y 95 0..1 MAX VISA. DEMON PRESSURE RATIO
<br />F - VL`crW - FLORIDA BUILDING CODE Non High Velootty HIM cons Zone)
<br />* • D. 44167 .. j ex" TXn' .c. 24 III GALVANIZED STEEL STORY PANEL IF w•..
<br />. III
<br />1l. TATEOF �_ * Ts'7Lp -11 IIL ECOIN6. AL PROTECTION PRODUCT$
<br />"n'0 E
<br />�F ., ()RIUA f(,4' /- / -s(7 N. aOA WWaAa A AIM •°pODWNc��L 1]971{ T
<br />)ySS/ • ... • • G�A1N / H-. ".." HOE: 0""-7N. FAA, "No -am 20-175
<br />4'iryh N� G IR".Yq w4 r aWRO N"
<br />IINY T+E/AMIF A W., IIIW •IQI ] O N,
<br />INSTALLATION DETAILS FOR REGULAR PANEL (1)
<br />INTO WOOD STRUCTURES __
<br />"- •- ,I �,: WQoo ANCHORS . �. IIII . I;' ..-.--�A� -.__ I -O_. _'_____ I
<br />"' - 1''I, ;' E SCHEDULE ON '`' v4'P-N11r 1 (SEE SCHEDULE 1 I/4Y-arr
<br />'� ""- II SHIFT 11) . f 9.T,.ZO NFAB aan 1 ON SHEET >� I .d n r
<br />I 3 ; -_- _ = f wwN�. n
<br />wooD HEADER ` 1 , ,. 11 _._ ._ .) fxLTnEN. j + .. .. . . _._ 1" Mm.
<br />1 1'+ANEI tLNDT
<br />REOUIIKD 1 1 O MOOD ANCHORS L I. r :II _- ' ° =` :._.... -:..-..:�__ _::__ __ _ i _ (SR SCREINIII
<br />,I j ,' 1/4. (SUE SCHEDULE ON 1 � __ ON SHEET , FOR
<br />__ SHEET 11 QI SPACER "
<br />YAx
<br />/2I � $vALa I 1 OF 1
<br />._) /I '• .I 1 I I _ TOOTH I MAX
<br />'t2'. ,, 1 -1 N HYOID EHFJIDER 1 ED _ - -_-__
<br />1
<br />-.
<br />i
<br />1 - I
<br />I I I t 4- 1 ----__ I
<br />Ir �j,1 MA%. LONG AL LAM SPACERS • 12 1/2-
<br />.. I �� I I .. !I 0C. (SEE TABLE /I ON SHUT 11.)
<br />' ' ' SEI NOTE •. BELOW MR LIMITATIONS FOR
<br />W. 1 1 fffff-----���'L- MAX lI l 'I 1 1/2' LONG SLEEVES.
<br />1 513AAIAION I _ V 1• MAX.MA71� I PANEL LENGTH I� 10 GLASS"PANEL LENGTH I II
<br />1 (SE[ SCMEDULF I (SEE SCNEDt" 1 I (E yCEME -. ', I. _PANEL MATE FfT4ALL D DR PANEL MATE
<br />I ON SHEET 3) I ON SHEET 3) ON
<br />I f _ H S.S. aGn 4 I I 11 PLUS (LEE saEOLAE G1 SWEET l t)
<br />OA7� L Min. I �` ( ,
<br />EXISTING I ! .. N oN�wa T-h GLASS -11 To i J,..-.\\ aATF WOOD
<br />En
<br />�A95 I I I i DIE L I DIRECT MOUNT W/ SPACER
<br />P4 --- --k-_ 1 � * , .. �; ALTERNATIVE 2W' �.
<br />SCALE 3/8.1•
<br />1 - I SEE TABLE /1 ON SHEET 11 FOR MAX. PANEL LENGTHS A
<br />I 504 1 1 • 12 I/2" O.C. A3 I 1 ��jy, DO .. '! 1 A/A71. .D OESIGII LOADS FOR iM4 INSTALLATION.
<br />1
<br />I- ' - 1 WOOD ANCHORS I * * 11=
<br />STAGGERED w/ snD II) - L __ " _- _ - L_ -_. 1 I rA (S $1L'M[DU.E DN ... M Wr R I 'Ir VINO Ie
<br />-R iI I li ) (1) NOULLV W 6 UW= /0 A CAR IN" MALOWN WAN 16-0-
<br />PLATE RCOUDIREb . * I :' i NIR•M MG �O OOWADIILrMDOW M°°W"= IIOM NW
<br />WOOD ANCHORS I• Mk SWAMIR TO AFAR eOdTm I I 1 } W000
<br />' 1 • $7AOGI RED W/ SIUD M OW 3 WTI R RmUCm 10 1/O M ' L. , _ . 101' E REWIRED M) AOOC M GRa TIM WIWOIOR M VA4 WRNOWT 0 a(SEE SCHEDULE ON TOM AI IWFOND"O Ca0Ro1• M Pon im RA6) WARM R it 1/2 MMMAt N 6 tie G.C.
<br />... _ SI M 11) ocivm WRH 1 fcim Is} 1pFwI.TON P�1 t9 In• GC. XAQiY tie
<br />a1
<br />(1) wmm AN go" PIOFIR,
<br />MnN M .6. -4S µl. (3) VAL 24 9%9 MO6 LOIN" • LMO 10 N• A ANY OPINION
<br />' (7) YAIOP.Y wOW FWIp IWNIH e 6 A 1 pornwnm "M VAM PANEL loom IUam M
<br />7L
<br />yyF1��,�L yLy�y�IaI�. I I (All 1/9' IIXN fMM fol•OOR eM TINE R Y NOVAS a
<br />aOal`afRla.Ia9a[ W SIOI.1 MOIa ,41NWAlON • ONLr 91lSi L "MYAOM OI 1 ,n• LOO arNCOO tw In ma.
<br />ALTERNATrvE 1 W M0 4. OOS1.N WOOD IRMeE WALL SCALE ]/6., MAMA Pal .M TWO 1. a AO 3 At Wro"S •r A81Y
<br />SCAE 3/e-1- (A) 4NNMAT m .up ONLY "M VINO I aaat-IIDMOM AO 1K a112D (7A a"" OF THE T1aN.
<br />Z,n I. 14 3 PFa A.IY IT NI a am 1
<br />1TRS-M. MN [_._.__L_'___'-
<br />IIQ7FS 4*�,t0z.��i,
<br />Ea '''• : e
<br />FLORIDA BUILDING CODE Non High VelocityHurrlcon• Zone
<br />NOTE FOR COYBINATON OF SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. :• NO, 44167 °�RL1�0''"L 24 BALE GALVANIZED STEEL STORY PANEL AA.
<br />DESIGN PRESSURE RATtNG (p.I.f) AND PANEL LENGTHS Ill * , 111, C Ir = DINT W.
<br />TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR s 1: a
<br />COMBINED IN ANY WAY TO SUIT A14Y ALTERNATE 2V STATE OF C GLOBAL PROTECTION PRODU U.C.INSTALLATION. )�O r _ _ NIL E C O INt. ..Be ar 6, NRn C15. ONE
<br />2. FOR NEW W000 FRANC CONSTRUCTION: WOOD '` • �ORIOt';:• fi Zv 11M r. r Y.WN. n 6AAIL 2 riiu
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC Ni%•.•••...11 ^^ Ixlm��- An-I.n nNNcI f96T)Nr••1RN6. FA, tw.>,.9.6747 20-175
<br />DENSITY OF 0.55 OR EQUAL. AbIN/BR4 tuAr/an G` OUMI• r AMMAWAMMI eRNR.N M
<br />W1L1R A W. k 'M INRI a O 19
<br />DIEM AI NOTES
<br />AMRn 40. 4Wri.Y ,rT: fRP9rV • 2 /YYO f1eRa FWFSLwE. (t) ID lELS➢OG Y/OGO fMFE sP� f6AV�._G..• 0.56 IaN.:.
<br />1. STORY PANCE SF/QR61 ON I4S PRODUCT EVILUA710N DOCUMENT (P.LD.) 1u5 BEEN VERIFIED FOR COMPLIANCE R+ ACCORDANCE - 1/A•a TAPCON ANCHORS, AS WMNACIURED Br IT.IF BUIDEA. INC
<br />W14 THE 2020 (7Lh EDITION) Or THE FLORGA BUILDING CODE THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH-'14-10 PANCIAATE FDAALE ID VINO PANEEAMIE PLUS ANb10R5, AS MANUFACTURED BY ELCO CONSTRUCTION PROOW:TS,
<br />VELOCITY HURRICANE ZONES (1N4M-DARE / BRDWMD COUNfR:S). - 1/4'a LAG SCREWS t'+pi NOS
<br />WI BE P 1 THE . i A C WINO D[SIC1R ND I.MAS STILT. DEPERMNED A$ PER SECTION S). OF L ABO.E YENT101E0 CODE OR BNiH
<br />- 7/16'4 . 5/9' WOOD eu9htl0, AS OSIRIBIRW BY ALL P(X41T SCREW. BOLT A SPECAItt CO.
<br />P F A F THE WNFAE STORM PANEL WILT R INSTALLED, VINO FOR D6ECIIOMALJtt ACTOR
<br />SPEED AS 11EDIIFEQ O HE AJR,STIICIION ALL.ED,
<br />MD•0 7-1 N ME MAXIMUM AS I DESCH RERATINGS 63 USING ASCE BAND SHALL 0 ExCEN OESIC PRESSURE INDICATED ON SHEETS C t M T INTO T + 1 F P ( )) NM1Ul/ UMAUE FEMALE
<br />ALE (OA ON N ° 1r0100 OF MOON ANc11oRs STALL BE /T AND ? tM fLCO ANELAuiE PLUS
<br />X 9 DER 12 • 17, 16, AND PNNELMALE FEIAALC D
<br />IN ORDER TO vERtRY THE ABOVE CONdnoN, ULt1WTF DESIGN WIND .ENDS DE7E/•4NE0 PER ASCE 7-1e SHIALI R FIST
<br />REDUCED TO AS 0. DESIGN PRESSURE RATING BY MUL.tIPLYING THEM BY 0-6 IN ORDER 10 COMPARE THESE W/ MAX (ALSO) C 2) MINIMUM TREADED PENEIMTWM OF LAC SCREW, INTO THE WOW FRAME UM SMALL BE 1 1/2' NO THREADED
<br />DIESIGN PRESSURE RATINGS INDICATED ON SHEETS X 9 TRU 12 A 17. 18. PENETRATION INro STUCCO SHALL K CONSMO M AS PART OF THE KVMM THREADED PENETRATION
<br />IN ORDER TO VfRPFY THAT ANCHORS ON THIS III AS TESTED WERE NOT OVER STRESSED, A 337E INCREASE IN Ail OWA91.a.
<br />STRESS FOR VBNIF LOADS WAS tl0I USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS RON OFTTTUN/ND IN II MNMUFM 1I DISTANCE OF LAG SCREYA6. INTO WOOD SHALL BE AS INOCATFD NN THIS OIUWNG
<br />ACCORDANCE IMH N.D.S. 20, 6.
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RIMPANCE HAS BEEN VEIRIM HI ACCORDANCE W17N SECTION 1609.1.2 OF CA) MIMKW PENETRATION OF WODD BUSHINC SMALL BE S/8• 1/4' 9-20 SCREWS USED SMALL R 1 1/2' LONG MOMWM
<br />THE ABOVE MENTIONED CODE AS PER AWRWM'4 TEST LAB OF SOUTH FLORIDAIIFPORM JW14EXIST.
<br />.01-01 AND #0219.02-09. AS SHOULD STUCCO T. AND I' MMMM FOR WALLS WIT NO STUCCO.
<br />PER _10 12-99 A ASTM E 330-02 STANDARDS. AND AMERICAN TESTING LAR SOUTH FLORIDA REPORT /117301-I0 AS PER
<br />TAS-20, AND TAS-2W PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE C.S) IN CASE THAT PRECAST STOW, OR PRECAST CONCETE RPANELS, STUCCO OR BE WOOD BOARDS FOUND ON DIE COSTING
<br />FLORIDA BUILDNC CODE WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE WHINO SUCH PANELS.
<br />ANCHORAGE SMALL BE AS MENTIONED IN C I), C 7) Al CA)
<br />2. ALL ALUMNUM EXTRUSIONS TO BL 000-10 ALLOY AND TEMPER (UNLESS OTHERMSE NOTED) SEE SHEET 2 (0) ANCHORS SHALL BE INSIALEO FOLLOWING ALL OF THE RECOAOAEMOAnM$ AND SPEC,Wf4AIIM& O THE ANCHORi 1AANUFACTURER
<br />3 AL ALUMINUM SHEET META USE° AT CLOSURTS SHALL NAVE 3101 Ells ALLOY . a PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAXS SHOWN ON SECTION I THMAI 6 (SHEETS 4
<br />4, ALI HEET STEEL SMETAL PANELS SHALL HAVE SI UCTUIMI QUALITY STEEL. ASIM A-553 GRADE 60 MNIMUY, G-013 GALVA/R2ED THROUGH 5) EXCEPT THAT HEADERS ® A(D SHALL NOT BE USED.
<br />$TELL LESIGNA110N W/FY- 92 2 LAN (AFTER ROLLED). 9 IT SHALL 8F TM: RESPONMM OF THE CONTRACTOR TO VERITY THE SOUNONESS OF THE STR)CRME WHERE SHUTTER 15 TO BE
<br />5 ALL SCREWS TO BE STAMLLSS STEEL 304 OR 3t6 ASI SERIES OR CORROSM RDSII COATED CARBON STEEL AS PER Dw FDA TO1NRURE PROPER ANCHORAGETHISSHUTTER SHALL ONLY KALIGNED TOCONCRETE BLOCK OR woad FRAME
<br />INGS
<br />500I8 W/ 50 64N YIELD MRDia4 AND 90 " TENSILE STRENGTH AND SMALL COMPLY W/ FLORIDA 9I AIDING CODE SECTION
<br />7411 33.4. 10 EACH REGULAR STORM PAI MT LENGTHS OVER 90' AS PER SECTIONS 1, 2, A. S, 6 AND ALTERNATIVES IW, 3W A 4W ON
<br />SMELTS 4, S. 6 A 7 RESPECTAELY; SHALL NAVE A LEGIBLE AND READILY VISIBLE MAFWWG INSTRUCTING CWNER OR TFMANi TO
<br />6. BOLTS TO BE ASTM A- 307 GALVANIZED "EEL, OR AM -10. SERIES STAINLESS STEEL. WITH 36 MPI MINIMUM YIELD STRENGTH SECURE PANELS WITH APPUCASS RENFORCEMFNI DURING PERIODS OF HURRICANE WARNING
<br />7 ANCHORS TO WALL SHALL BE AS FOLLOWS. It. ME INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SFMIER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT ARM
<br />(A) G_POL
<br />E BUILDING T'O PREVENT WINU/RAW INTRUSION
<br />�Eld$ilN+Rrn THECDNCTSIT�
<br />- 1/4'0 TN•CON ANCHORS AS MANUFACTURED BY I.T.W. OVILDEX. HNC III fB-3197 P.RN.) 11 STORM PANEL INSTALLAEION SHALL COMPLY MT SPECS INDICATED IN THIS DRAMNG PLUS ANY BUILDING AND ZONING RECULAnONS
<br />- 1/4' • . 7/r CALK -IN ANCHORS. AS MANUFACIUNED BY DfW4LT INC PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />,/4Y . 300 POLIO -SET ANCHORS. AS OISiR10UlE0 BY NI PONT SCREN, BOLT A SPECIALTY CO 13 (a) THIS PRODUCT EVAL.UATON OOCUMENT IF ED.) PREPARED Bf THIS ENGINEER IS GENENC ANC, DOES NOT PROVIDE W"WAkTION
<br />EMIT. 0 PANIE0 ATT FOR A SRC SPECFIC PROJECT. I.F. WHERE THE WR CONDITIONS DEVIATE FROM THE P.I D
<br />- f 14-10 PANELWTC FDIAIL p ! PANEIaATE PLUS ANCHORS. AS MANUFACTURED BY FLCO ODNSiRLKf1oN P11ODUCf5.
<br />- 1/4'4 ZAMW MAKIN ANCHORS, AS MANUFACTURED BY DCWALT. INC (D) CONTRACTOR TO K RESPONSIBLE FOR 1HIC SELECTION, PURCHASE AND INSTALLATION AICLUONG UrC SAFETY OF " PRODUCT
<br />THIS P. M T
<br />A t) MINIMUM OR ZAMfM OF INCH ANCHORS ONTO P'OIR,jO CONCRETE SHALL R 1 3/4', 2' rOR E1C0 PANEEWTE VINO BASED ON K ED AT SITE
<br />I HE4 SHE DOES NOT Ot1M1E FROM H CONDITIONS DETAILED ON 11115 DOCUMENT
<br />I ]/+' FOR ZAMAC MAIN ANCHORS CONSTRVLTION SAFETY AT !RE IS THAC CONTRACTOR'S RESP'ONSIBILRT
<br />A.2) CALX-N k SOLD -SET ANCHORS SHALL R EMBE°OFT) 7/SINTO THE POURED CONCIEIF- NO CIA DIM NVi0 (c) TITS PRODUCT EVALUATION DOCUMENT wXA 9C OoNSIOERED WALE, I LIOD61E0
<br />STUCCO SHALL BL PERMITTED. 1/4• 0-20 SCREWS USED SHALL R 1 1/2" LONG MINIMUM SHODU0 STUCCO EXIST, (0) Slit SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER ON ARC14TECT WHICH WILL BECOME ME
<br />AND I• MNUUM FOR WALLS MTN NO STCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. ENGINEER OF RECORD (E OR) THE
<br />FDR E PRAND WHO WILL BE RESPONSIBLE FTHEOR E
<br />BUT WIT MNC NUTS PROPER USE OF THE P E 0. OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE
<br />P.E.D. EN41M'ER, SHALL SUMNn 10 III LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW.
<br />A3) 44 CASE INAT PRECAST $PONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />EXISTING WALL OR FLOOR, ANCHORS SHALL fit LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS (4) INS /C.O. SHIN BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFCSSIOI
<br />ANCHORAGE SHALL BE AS MENTIONED IN AI) VINO IN A2). ENGNEER OF RECORD THAT PREPARED IT
<br />(B) TO_LXISTNGSOE10fum-Nam WALL AS,M C-eO 14. SHUTTER WWUFACnIKA'S LABEL SMALL BE LOCATED ON A READILY YNEILE LOCATION AT STORM
<br />- 1/4. 4 TAPCON AMC"CPS AS MANVFACIIAEO ST I T W RUIIDCX. INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 170942 OF FLO" SULDR40 CODE ONE LABEL
<br />1 4" • . 7 tl' CALx-IN ANCHORS. AS 4AWIFACTUREO RY DEWALI. HNC SHALL BE PLACED P011 EVERY OPENMNC LAIIEUNG TO COMPLY WITH SECTION I7M9.J OF TE
<br />- 1/4'P X 3/4' SOLD -SET ANCHORS, AS DISTRIBUTED BY All PORT SCREW, BOLL A SPECIALTY CO FLORIDA euLaNc CODE
<br />- 114-10 RANELWTE FEMALE D AND PANEWATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION P 11111T11
<br />- 1/4' 4 'ZAAIAC NAIUN ANCHORS, AS MANUFACTURED BY DCWALT, INC �rcP A...
<br />8.1) MINIMUM EMBEDMENT OF TAPODN ANCHORS. ELCO PANELMATES AND ZAMAC NMLN ANCHOR, INTO ONE �VCENB'
<br />. FLORIDA BUILDING CODE Non Nigh VelocityNMFrIGGP4 TOM
<br />13LOCW UNIT S141LL R i 1/4'
<br />9.2) CAUI A SOUR -SET ANCHORS SHALL BE EVBEDOED 7/9• INTO THE CONCRETE BLOCK UNIT. NO ►>Ig,)44 7 .wNe Ia,6BB. I.0 24 GAGE GALVANIZED STEEL STORM PANEL alr w'
<br />STUCCO SWAL BE PERMTTED. 1/4' 4--20 SCREWS USED SMALL BE 1 1/2' LONG MINIMUM SHOVE° 7 .�A EXHSr. * �• � �MflMW1 IY 1n a�
<br />AND 1' MWWVM FOR WALLS Wn14 NO STUCCO. - IL E C O HNC GLOBAL PWTECTNM. PRONCTS, U.C. 01nM
<br />Ti'�:, STATE -:
<br />8.3) T CASE THAT PRECAST STONE, OP PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS LE FOUR '`(ORI /� ✓ .NOB A. a1 anO*
<br />EXISTING WALL ANCHORS SHALL R EON° ENOUGH TO REACH 111E MAIN STRUCTURE BEIMNU St
<br />PA. \• ! .r ,A. a, r MY.,AW. w w fMML n -,
<br />S u I r UT. .n_I .. oM An-+•n "BM o»,4. 7F.A .AA (bNT.W . PT 2D-E7s
<br />AYNN w
<br />ANCMORAG[ SHALL BE AS MENTIONED IN B.,} AND IN 8.2) STONAL N a-BIX"t", sIl[T 1 HP M
<br />I/ /m1111 AL1YY PE ,1A /91N"IUAI/BNn ,y;ntl A "U." 0» 04. ,r
<br />CONCRETE ANCJNORS
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROWN 10)
<br />r
<br />LC
<br />INSTALLATION DETAILS FOR REGULAR PANEL i1 )
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />_QSIT_
<br />CONCRETE
<br />00 _
<br />BLOCK RCiNBLOCN
<br />RLQUMEDCONRTGasoRCOLMLD.
<br />AN(fEE 9CNmUlE ON ` EXISTING POURED
<br />R _.0 SNLE75 9 THROUGH i0) / - O OONCRETE OR
<br />( U Ta
<br />-__ -____ -
<br />1
<br />1-101
<br />E _--._.._- 0 : -..A. T:..
<br />I SEPARATION I
<br />ro GLASS, I
<br />ExlST91Gr,R� (SEE SCHEDULE I
<br />OLA95 I ON SHEET 3) I
<br />I U
<br />1 I
<br />CONCRETE ANCHORS , ` ,� I_.
<br />ON i
<br />6N1 T-47
<br />1' Ma.
<br />I PANEL LENGTH
<br />(SEE SCHEME
<br />ON SHEET 3)
<br />(sEE sc11Ev xE 1 t-
<br />SHEETS I THROUGH Ilm
<br />I Sox
<br />5i /. s• . I OF 1'
<br />1 Lux.
<br />LID... .; ®' I 1 4Y-xalw Itxn
<br />`/
<br />C.D. I
<br />1
<br />r
<br />I , ® y- 1/11 IUA/14 ,p 4 a
<br />.:/,• + -ED_. f._- 1x I/Y et. Y, •/ NMI
<br />;R I - I . MIT. '_
<br />i (ALTERNATE
<br />" I LEG LOCATION
<br />- I
<br />ALTERNATE CONCRE . _ � 1SIWG 90URm WNCRETE
<br />ANCHORS OR C6NCRCTE BLOCK REOUWED.
<br />(SEE SCHEDULE ON
<br />SMELTS 9 THROUGH 10)
<br />E.O.. EDGE DISTANCE ��J E-9WM�:
<br />(SEE SCHEDULE ON TOP A BORON MOUNTINGS CAN BE
<br />SHEETS 9 A I0) COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />j ON SO4M ]
<br />9
<br />1
<br />I ,t
<br />I
<br />I
<br />Goss
<br />EX WAI -YY
<br />1
<br />E.O.
<br />EXISTING PDIIEQ.
<br />RCONCRETE E ROCK I
<br />CONCRETE ANCHORS -_
<br />STAMM W/ SRIT7
<br />(SEE SCHEDULE ON
<br />SHEETS 9 TROUGH 10)
<br />caNcacrE ocx �,J�.•.m.,-
<br />1/4- REQUIRED. - _ I 3-.-WIli•w=
<br />W. _. _ _ __... CONCRETE ANCHORS ' ��%�' ' ', -
<br />(SEE SG/mILE ON • �+1/, H -__. } I
<br />. SHEETS 9 THROUGH 10)', I
<br />1
<br />EOI / 1
<br />1 I EOj.-. I (/7��7
<br />f- I l,l
<br />1.1I An,, ED. �I'll I
<br />v/ 1
<br />I
<br />1
<br />1• YaA. II*'T GLASS SEPARATION i 1. LE
<br />PANED. D SCHEDULE -.� (SEE SCHDUL 1 SMIEL THCDUL1
<br />(SEE SHEET 3) 'ON ]) i NOD Sim D
<br />I y ,..- L
<br />. t:l Exi"AD I I
<br />5011 GLASS I 1 Cl) 1-,{
<br />f /y iy/� I
<br />/ '.
<br />EA. .;.//,,,
<br />I.l 1
<br />U / . � _
<br />1j. • _1 1/2' O.0 1 .j APIl1CAAE),
<br />CONCRETE ANCHORS _. _ J 1
<br />. - .) -_1 (SEE SCHEDULE ON %' -.1- ....- ..)
<br />= __ NiS O30O�./y:
<br />EXISTING POURED E( =) AraW/ _ M CONCRETE BLOCK
<br />ARE USED. Rom.
<br />VJI 1•. .1 r A M d1`747151
<br />3kMIif)1w�
<br />INSTALLATION DETAILS FOR REGULAR PANEL i>1 INTO WOOD
<br />�' 1I ALTERNATE LEG
<br />4.... (MA.) EXI6T91G ANqpQ I - ... LOCATION
<br />SEAM REQUIRED. STRURlB,A-L
<br />ADEQUACY OF EXISTING WOW ." li
<br />BEAN TO eE CERTIFIED BY '
<br />REGISTERED ENGINEER DR Ea . - ". Il. / -
<br />®
<br />ARCHITECT PRIOR TO SMUTTER
<br />INSTALLATION, '• ANCHORS ALTERNATE WOOD ANCHORS III .- I• I -.
<br />( SCNCDULF ON (SEE SCHEDULE ON 4T11• IO "' " ,4Ap
<br />SHEET I1) SMELT „) ''1 --EO+FD-. .-
<br />mleis Mm "No' *0 wr
<br />E
<br />III
<br />( f
<br />-_I'L UI. WOODHEADER- , 11, In' .----- _
<br />EXISTING ( I ._.. _ 7 - _.- ...'__ _.. - I REOUIIED `• .. AN i 4 - IuD tln
<br />GLASS ® 1 WOOD ANCHORS I I I 1 I. • 4 1/P 6G
<br />(SEE
<br />44E'TSC'FWLE ON �.. %tM �li j /�
<br />-1 OLASS.(SFF I lJ 1 -� I ``% 1 I SCHEDULE I UHY)BF+' Min. SEPAAM3FTDN To CLASS, i
<br />1 ON SHEET 3) I 9a IAn r
<br />I ,/ - ----! 4 -' PA/[I. lva r (.5fi SCIEOULF ON 519,Er ]) 1 `/4 •BLn1� 1• MAT(
<br />NOON E )� j 'k, [ 1 VAN f ' PANEL U:NOT11
<br />I I PARR LENGTH :.. _-
<br />- -
<br />... -_ 1' / 1 M nA ma (SEE SCHEDULE
<br />L-__- .._.. .... .._. (SEE SCHEDULE Ex _.________ _ ._.. ___.:.. ._ `. .I -- NET 3)
<br />I - ( i ) M•A1 tAe1 T� ON fN
<br />-. ql __-.. - . 1 ON SHHEET J) GUlSS -"l
<br />(-- (�7 j $GUILE
<br />1 ''�' DOW I I .� OF 1-
<br />I i ,(� OF 1• I 1 1 MA,X.
<br />MAX
<br />I • 12 1/2- O.C. ! ,
<br />FO
<br />NO F 1.. I I _ ,I
<br />p,N-IANr
<br />I
<br />i � IHOO Ian
<br />ALUnU I -.. L I F1. .. r W a 1/4' O.0
<br />.__.._ -.- L ._.-._-_ MCR REoO Y.4' WOOD PIA _ �; ANCHORS
<br />YI000 ANCHORS 1. __ -_._. _ RfQU1RE0 I 10�I LSF.L SCHEDULE am
<br />SHEET 1 1)Ii (SEE SCHEDULEpULL ON _ s _ , - _._. _ .. 3/4' ' 91EkT 11)
<br />--2• MITI.-- - - - -- '
<br />GILD-OLIT MOUNTING
<br />ALMRMATrA
<br />ALTERNATIVE 4W
<br />SCALE
<br />HINNH BONE ]/e-,•
<br />DER 46 ft
<br />.La'',.%GEN'te f.
<br />NOTE_ FOR COMBINATION DF SECTIONS; # . 11 NO. 44187 •'• FLORIN BUILDING CODE Man High Velocity Numcons Zone)
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. ALSO
<br />TOP k BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING pA.f) AND PANEL LENGTHS S1i1TEOF 7 R°'0TM'W°'.c 24 GAGE OALVAIIZED STEEL STORY PANEL �"'w,
<br />COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET3 � `_...
<br />INSTALLATION. 2. FOR NEV WOOD FRAME CONSTRUCTION: WOOD IS 0A1,," "i0•�,.N1vt • • -_:r: _ ,. _ �v n/nnaR
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC "YIy .. _.. . _ 1L E C O INe. ��� N �• an.
<br />DENSITY of 0.55 OR EQUAL. „4�NA� „E"N ALz. �, ;:'",FBI"» m GT a ` '. 06N)I0- F61I JXFFFMi.6.>.M.n7 zo-ns
<br />Pl, IWJ•ON"ILA[/OUt G-000Rn r OIMVi° 6.
<br />1CI1 A II Ar., lA aMn l OI n
<br />_41-I
<br />N
<br />N
<br />r-
<br />Cn f N .I--+
<br />U
<br />a) Q O
<br />C Cu -0 �
<br />.m 5 � Cn '�^
<br />C = Co -
<br />CD -I 0 cu^
<br />C O O ' �= W
<br />C !� O LL
<br />'CV O \V O
<br />.=r _0 E ^' Q
<br />-0 .- co A<
<br />CI
<br />N
<br />f0 LL
<br />' N 4
<br />cc L. Lu
<br />©�o
<br />V 2 n C
<br />Z = M U CI
<br />lN
<br />TJ am >C
<br />N C L.
<br />TO tp
<br />N 'p (-�, .0
<br />LI)-C N N 10
<br />3C u5 Cu, ]C
<br />°3 c_ y as
<br />C-
<br />.= c
<br />G7 ,7 .z
<br />� II
<br />cc 3 3 m
<br />w �
<br />_N 17 u a
<br />i L_ [�
<br />3. C" AC T
<br />" a •=
<br />C E
<br />R U
<br />CO
<br />Cn n�,A
<br />W
<br />CD
<br />_0) =
<br />O
<br />CDL
<br />U) CL
<br />CD U
<br />0
<br />m L_
<br />0-
<br />0 'a)//I�
<br />B' V J
<br />W
<br />BBBBI
<br />W
<br />= Z
<br />Z
<br />Q
<br />J
<br />L1
<br />SHEET NO.
<br />SH 1.3,
<br />ED. - MOE DISTANCE NOTE FOIE COMERNATK)N OF SECTIONS:
<br />(SEE SCHEDULE ON TOP k BOTTOM MOUNTINGS CAN BE
<br />SHEETS 9 at 10) COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL I
<br />INTO EXISTING WOOD STRUCTURES
<br />+ 1/2' M. TIOMODCD PCMUMIIOM ( 7•.•• WOW
<br />- j 1/4•I LAG TCREwS • a• Or. W/ TO CASTING N000 NPALWI, IMO,AREO 1/••P L.Ac sown • 4' O.0 W/
<br />• 1 1/7' NN. 1,41f/10fD PC.IIATION 11 ; Ml a ON FIkE TO RIM WOW N[AOERTYttmi n
<br />I1 ro fA1STP0 1N000 IEIMR. r `
<br />C4nL f1411' 7.R5. l
<br />• TA OD Ora) I. 1 4'•-20. 4• M3
<br />`\ / 4 lbM. 1, 4.,• 9.M5 1 I 6 Cml W1J 7/6;.}Y WN1C
<br />., jIs MT T
<br />U ENO O ® 5 , Y � `�N I NU1 • 2 O.C.
<br />1 4 4 W,II
<br />'7 1 Y LTG ,Y ' M. 9C•E,19 • B• O.C. • 1 B S
<br />\
<br />I RUy�
<br />I
<br />3. .• ,wss YND • G [7o O
<br />,.� � � tl,OErAs ,n. a ` �� ' tr f, •i. ! .I�iCAMI1Usi r/ A'r3/3r• ro /ci nw WOW'�OCD•WAP[PrJI[TaAna �
<br />-... _. OF MWf� R».) f DFTO ,/2. A
<br />(- !/,r AAIm POP FoAm TI-
<br />4.1' S.MS d T_ _40I E+
<br />__( • MNTIOTH a [L91n ® u END a ® 1N ,•_:RrP) nFA,. 7 -
<br />p D ■ 1 OC A,n • ._ _. -_ . .IDOO IEI\tlFR RLOL,IALD J
<br />7 4/16' NN, 1' SFPAMTON I 1(,9.•IF 7/N• ��J Y/9S'LR/Y771Yf �+ GASlSEPARATION I u6•«IYJT / /7'• 10 O1ILSi I "/=?aEVEM @ t1/2' OIC 1 2 1/0, Yy, g
<br />MIIY 01ERLW SEPARATION I i
<br />]/.' - 10 CLASS 4'•-70.A .•
<br />13 2 9/16• -]7/ - � -. I W W NNC
<br />if I I i TO CLASS F.APF3,y'D 1 OFIOAPII 3� - -
<br />1p
<br />] I -
<br />~ .1 ,�A'P-.7pr3/4• Y.9. 4 N ,{ J C1M•t I1"■ "
<br />.) I 0 ..I it C I V/ 7/M .3/U' gC i I if
<br />8 I', (2•.r MI I 1 }}� � I I 1 u
<br />- 1 a•r- 1• I , a1 PAINC1Wn Ii,NALE G 6 *-,._-..�__
<br />!._
<br />`. a.MDAArz Plus •/ cWA. 1 _ 1 B -Ti3
<br />I • 7/•' Mn 1IHIEAOFO }1M1 •• N.S.
<br />11
<br />_ T(ii .: T EDIT A IIFL(A) PONTRATION4 17 1/7. O.0 '. ( // SY AA 1/
<br />• II I/a'W IJb IHPfAOW P{7NEIM19N 1 (2 2 N• I , 1'4- ) /4' S E 1 2.70 I TMMIRFRf9Q 3/4
<br />_,//1�� YWpNpp N1'UL .. �.
<br />' 1, I MtNIO,n M PLATE AT SIR" 2000 tlR ...FLAT ON °N MOEIRFR 1/6t - 4•NJT 1 - NOf[ TALI
<br />11) 1 _ NOTE ,A RLM 6 t 4II A MS W 7/.-./SY
<br />2 /U-10 PNNUWrz hu5 W '� I
<br />m ff Iwo PEN ETRATON • 17 . [.�Nc MU7 11 T' c c.
<br />a5�7mwm �1 ,/4'P LAC SCREW! • 6' OC W/ ,/.•. L4 50611'S • 6' OC W/
<br />M➢"W(tPVi[ NIEX. -2- Min. A 1/2' 1M. "dKAWD NRMTRA,ID,I Y+n. aJJ [. 1 ,n' MAN I,IMAm PEWILTMTON
<br />M1 a W LTC[ ALTERNAtTIVF ZAP YA., 7•G•' WINO rOW PLArz A4.pLARD • Yp01H OF 14"
<br />INSTA ';'1 PLANE I1EOU1� FLAT MT a W FM
<br />ALTERNYE 9IN AaEa//77
<br />� Muff
<br />- , ' I 11OOR TO C u TING ALTERNATWE 4FFW
<br />I . INSfAUATOMS ARE OKAY VADD POR quRpNNG,S WAN AS.O. 0610N TOMS
<br />UP 1p +e6.0, -75.7 IMF AND PFN61'S EONGT UP TO S•-t0• g AAHNNIINIIIqTERNATWE �I•IA, SCALE 1/A•. L'
<br />2 FOI NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO R SOUTHERN L7i��. Aavv.AL �'•P...... SCALE 1/4--t-
<br />Pi PANE ft 2. W/ SPECIFIC DEW" OF 0.55 OR EQUAL . T-••" •• - /
<br />• ,$ i ''9 FLORIDA BUILDING CODE (High VelocityHUrrlcone Zone)
<br />�>t 1 F(0)F,J�
<br />_ :• No. .RBm nTtcD..c. 20 CAM GALVANIZED STEEL STORM PANEL FP
<br />Si SPLCFYA AID RF01•KM[Nl9 fa OF Do WI ®A1 TOP A9 * :* S pM1 F,WIDE K sCOMACF6N n TRNAYK a Al •nE0 ON .000 toW NM 7000 v6TAIArNN M W I((F[r :Y' °EW $�'. FTA�-z_ > > LOBAL PROTECTION PRODUCTS, LLC. °'/'y�010DI
<br />.I TFAN.TiVE TOP NLP�E! rrooD A�-iC; .. coT--__...- IL ECOENCN6B6 PM. 31 WYET
<br />FOP W BOTTOM YWNTS*" GA w comodn N ANY SI � �•�fV1O'Y�-.1-" .. - x W�I1m1A AMU T+OM: IS..)♦Y iI 1A�'La11P6.T66F4n7 20-176
<br />WAY M NIO AW IPATALIAION, WALE 1 4 . 1• NN AP E -w TAM _-NN 1
<br />/' W1/1411 1 PE 4Ay`YONMTYTIrfWO[ CA-6WINIA +A''•• NY- 1111.A4N w
<br />ANTI SHUTTER 1MI NUT SHOW FOR CLARIFY W R* A nln W.. PL tNFLA N OF N
<br />1/4. 3/4, 4/5. S 5 A 6/5
<br />IINI SINGLE PAIIEL 1 LENGTH "I SCHEDULE ONLY FOR REGULAR STORM z/ANCHORS (� SCHEDULE ON 1WI 2VI 3W%7 BE 4W/7
<br />S LNSTALLATION INTO POURED CONCRETE- CONCRETE BLOCK h WOOD (t) -]' MAx -- -.- -- - _-. sH1EEn 9, to An) _. _.. �?; 4r _
<br />S'INNLC PAMFl4(T11m t6NOL/ PANELS CII RQlBAIIEm AT CASH I 1' MN,' _--
<br />�.TOP DR BOTMM END WITH TRACKS (�- M. a k � DE 4! o O e
<br />• ._ H- D.M..( .Q3..4Q.(-T-I--I-r-r--1--I-r-rl-�-r-F-r. ;'.r'r-1--r-r�-T-r-1-�-.-------I
<br />W1TFI TRACKS QR Chi mRECT MOUNTED AT [AC END•
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR "L-" (ft.) 0
<br />MAXIMUM AS-D. CONCRETE A wow
<br />PRE RATING *WA1LATKMS t
<br />(PS.1.) I. -) IA L-
<br />2G0 I2'-o• 1)'-01
<br />230 14II 7I'-a'
<br />-Jao ___ I F'-a• to'-r
<br />38.o to.-lo• IG'-O•
<br />.. 400 10-11 /=4•
<br />sso a a_ S•-I'
<br />_ !0.G _ I N•, a 4
<br />ILO_ Sa'-r 81-o'
<br />eao J _3• - r-r -
<br />-- ao a-o r a
<br />o )-a• r-o"
<br />- 7G
<br />730 7 6' r-fo'
<br />aG0 7 r a'-r
<br />d o r-o' S=s'
<br />NEO a a• e'-r
<br />_- $&a '__ a •' e•-o
<br />100.0 6'-3• 5•-1,'
<br />- -,CIO e'-P s'-a-
<br />- Tao _ - a'-r
<br />1 F50 - 5--6'
<br />Free _- r-6'
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR 'I (ft.) 0
<br />MAXIMUM ALSO. CONCRETE ! WDOD
<br />OEM
<br />PRESSURE RATING INSTALLATIONS t
<br />(P...1.) (+ N, -) Rd Lr ..
<br />2120 14v ID'-0'
<br />210 12'-lo- 71'-r
<br />J00 I1'-e• tw_7'
<br />JB.O 101-10' 9'-9'
<br />400 a'-$* e'-2'
<br />0G _ r-, • a'-r
<br />50.0 a=7. a-r.
<br />- SELO - 8-3- r-I' -
<br />Sao a-- - ra•
<br />A&C, 7' I r-2-
<br />-- Mo i 11-1. 0'-11•
<br />)SO _ r-r- ;t-e•
<br />Sao r-o' a'-s'
<br />85.0 7-0• G'-3•
<br />90.0 61-/1 ' B.-I.
<br />030 I'-7• 3'-10'
<br />too.o e'-J 5'-r
<br />Imo 6'-3' 3'-4•
<br />five - r -
<br />IF3.0 - •'-IO'
<br />116.41 4•-N,
<br />MINIMUM SEPARATION TO CUSS SCHEDULE
<br />MAXIMUM *AD SPEED 4 170 III WIND SPEED > 170 m.PN
<br />PANEL IDIOM
<br />(in) UNRLSTIk"M RESTRAINED UNRSTRANO RSTRAII
<br />30 DR LESS I' I. 9' G 1/4'
<br />- >33 70 90 I. I. 7 1/7- 7 1/2-
<br />>e0 TO 145 I. 1• 7 I/2' 7 1/7•
<br />>143 10 , I I' 1' - 7 1/2'
<br />MINMUM PANEL LENGTH (In) FOR A OMEN MOUNTING CONDITION
<br />®'®°f® I .
<br />1_ t-J_. _ 'A_ r i
<br />-tTt:4I,, � �
<br />i 1_1- -- -- , 1- -�_ _ 1_I-( lI .
<br />fI�� 1I�- _1_U__
<br />UNBOLTED PNglS { I '. BOLTED PAELS W/ 1 N-20A1• li I
<br />(SEE SE CTIONS AS .$. M.S_ BOLT W/ d • EA WERLAP
<br />APPLICABLE) (SEE BLCTO M AS APPLICABLE)
<br />I I I I,,, 1. 11 1 9 I I I 1 I I i
<br />i I
<br />D.M..( . ®. I
<br />_ . _ I
<br />- - - - - - I
<br />- e O O O -__1 _)
<br />@of@ - .,5.- MAX I __!' MAX
<br />-rMTN. ; 2/4 1/41 3/4, 4/55/5 f 6/5I'"
<br />iL 1WIS. 2W/61 3W/7 A 4W/7
<br />REGULAR RM PANEL AT ON
<br />ANCHORS (SEE SGmIU RON SHEETS 9, TO A11)-
<br />(D ELA��.]!. 1/4" M. GAP
<br />2.9er f_
<br />(Wt.O� .) "I Mmum -'rINI
<br />1.5'x1 !• wiI NOD-o'
<br />T�H OIN[H:T T' •U' 9T D 'i' Y TRACK IN."wEN4 MOUNT HEADERIHEIDDt NIGLC TRACK 4f/,+ •Too[
<br />- DIRECT MDAR 46' 32' 32• 35• 1. 1• so,
<br />1LE TUD
<br />14 1.S,1I SANGTUO 3B• 32' 3Y 3242' '. AA•
<br />f T• TRACE 55' 32' 1. 42' 67' GO' SO'
<br />ix 1.
<br />32' 32.3r a0' SG' S660' S6' 1.
<br />PM
<br />GAP Ta I SECTION A -A ��
<br />N.T 6.
<br />A1mm
<br />(1) L+. YN
<br />L Mo
<br />(2) PW=
<br />CM04 A
<br />(3) SEE SCHEDULE BLOW FOR FBI PANG LANWH FOR ICR061IY OLALW"rOk.
<br />MPAlAYXM INTO WOOD ARE LWf M TO Y 95 0..1 MAX VISA. DEMON PRESSURE RATIO
<br />F - VL`crW - FLORIDA BUILDING CODE Non High Velootty HIM cons Zone)
<br />* • D. 44167 .. j ex" TXn' .c. 24 III GALVANIZED STEEL STORY PANEL IF w•..
<br />. III
<br />1l. TATEOF �_ * Ts'7Lp -11 IIL ECOIN6. AL PROTECTION PRODUCT$
<br />"n'0 E
<br />�F ., ()RIUA f(,4' /- / -s(7 N. aOA WWaAa A AIM •°pODWNc��L 1]971{ T
<br />)ySS/ • ... • • G�A1N / H-. ".." HOE: 0""-7N. FAA, "No -am 20-175
<br />4'iryh N� G IR".Yq w4 r aWRO N"
<br />IINY T+E/AMIF A W., IIIW •IQI ] O N,
<br />INSTALLATION DETAILS FOR REGULAR PANEL (1)
<br />INTO WOOD STRUCTURES __
<br />"- •- ,I �,: WQoo ANCHORS . �. IIII . I;' ..-.--�A� -.__ I -O_. _'_____ I
<br />"' - 1''I, ;' E SCHEDULE ON '`' v4'P-N11r 1 (SEE SCHEDULE 1 I/4Y-arr
<br />'� ""- II SHIFT 11) . f 9.T,.ZO NFAB aan 1 ON SHEET >� I .d n r
<br />I 3 ; -_- _ = f wwN�. n
<br />wooD HEADER ` 1 , ,. 11 _._ ._ .) fxLTnEN. j + .. .. . . _._ 1" Mm.
<br />1 1'+ANEI tLNDT
<br />REOUIIKD 1 1 O MOOD ANCHORS L I. r :II _- ' ° =` :._.... -:..-..:�__ _::__ __ _ i _ (SR SCREINIII
<br />,I j ,' 1/4. (SUE SCHEDULE ON 1 � __ ON SHEET , FOR
<br />__ SHEET 11 QI SPACER "
<br />YAx
<br />/2I � $vALa I 1 OF 1
<br />._) /I '• .I 1 I I _ TOOTH I MAX
<br />'t2'. ,, 1 -1 N HYOID EHFJIDER 1 ED _ - -_-__
<br />1
<br />-.
<br />i
<br />1 - I
<br />I I I t 4- 1 ----__ I
<br />Ir �j,1 MA%. LONG AL LAM SPACERS • 12 1/2-
<br />.. I �� I I .. !I 0C. (SEE TABLE /I ON SHUT 11.)
<br />' ' ' SEI NOTE •. BELOW MR LIMITATIONS FOR
<br />W. 1 1 fffff-----���'L- MAX lI l 'I 1 1/2' LONG SLEEVES.
<br />1 513AAIAION I _ V 1• MAX.MA71� I PANEL LENGTH I� 10 GLASS"PANEL LENGTH I II
<br />1 (SE[ SCMEDULF I (SEE SCNEDt" 1 I (E yCEME -. ', I. _PANEL MATE FfT4ALL D DR PANEL MATE
<br />I ON SHEET 3) I ON SHEET 3) ON
<br />I f _ H S.S. aGn 4 I I 11 PLUS (LEE saEOLAE G1 SWEET l t)
<br />OA7� L Min. I �` ( ,
<br />EXISTING I ! .. N oN�wa T-h GLASS -11 To i J,..-.\\ aATF WOOD
<br />En
<br />�A95 I I I i DIE L I DIRECT MOUNT W/ SPACER
<br />P4 --- --k-_ 1 � * , .. �; ALTERNATIVE 2W' �.
<br />SCALE 3/8.1•
<br />1 - I SEE TABLE /1 ON SHEET 11 FOR MAX. PANEL LENGTHS A
<br />I 504 1 1 • 12 I/2" O.C. A3 I 1 ��jy, DO .. '! 1 A/A71. .D OESIGII LOADS FOR iM4 INSTALLATION.
<br />1
<br />I- ' - 1 WOOD ANCHORS I * * 11=
<br />STAGGERED w/ snD II) - L __ " _- _ - L_ -_. 1 I rA (S $1L'M[DU.E DN ... M Wr R I 'Ir VINO Ie
<br />-R iI I li ) (1) NOULLV W 6 UW= /0 A CAR IN" MALOWN WAN 16-0-
<br />PLATE RCOUDIREb . * I :' i NIR•M MG �O OOWADIILrMDOW M°°W"= IIOM NW
<br />WOOD ANCHORS I• Mk SWAMIR TO AFAR eOdTm I I 1 } W000
<br />' 1 • $7AOGI RED W/ SIUD M OW 3 WTI R RmUCm 10 1/O M ' L. , _ . 101' E REWIRED M) AOOC M GRa TIM WIWOIOR M VA4 WRNOWT 0 a(SEE SCHEDULE ON TOM AI IWFOND"O Ca0Ro1• M Pon im RA6) WARM R it 1/2 MMMAt N 6 tie G.C.
<br />... _ SI M 11) ocivm WRH 1 fcim Is} 1pFwI.TON P�1 t9 In• GC. XAQiY tie
<br />a1
<br />(1) wmm AN go" PIOFIR,
<br />MnN M .6. -4S µl. (3) VAL 24 9%9 MO6 LOIN" • LMO 10 N• A ANY OPINION
<br />' (7) YAIOP.Y wOW FWIp IWNIH e 6 A 1 pornwnm "M VAM PANEL loom IUam M
<br />7L
<br />yyF1��,�L yLy�y�IaI�. I I (All 1/9' IIXN fMM fol•OOR eM TINE R Y NOVAS a
<br />aOal`afRla.Ia9a[ W SIOI.1 MOIa ,41NWAlON • ONLr 91lSi L "MYAOM OI 1 ,n• LOO arNCOO tw In ma.
<br />ALTERNATrvE 1 W M0 4. OOS1.N WOOD IRMeE WALL SCALE ]/6., MAMA Pal .M TWO 1. a AO 3 At Wro"S •r A81Y
<br />SCAE 3/e-1- (A) 4NNMAT m .up ONLY "M VINO I aaat-IIDMOM AO 1K a112D (7A a"" OF THE T1aN.
<br />Z,n I. 14 3 PFa A.IY IT NI a am 1
<br />1TRS-M. MN [_._.__L_'___'-
<br />IIQ7FS 4*�,t0z.��i,
<br />Ea '''• : e
<br />FLORIDA BUILDING CODE Non High VelocityHurrlcon• Zone
<br />NOTE FOR COYBINATON OF SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. :• NO, 44167 °�RL1�0''"L 24 BALE GALVANIZED STEEL STORY PANEL AA.
<br />DESIGN PRESSURE RATtNG (p.I.f) AND PANEL LENGTHS Ill * , 111, C Ir = DINT W.
<br />TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR s 1: a
<br />COMBINED IN ANY WAY TO SUIT A14Y ALTERNATE 2V STATE OF C GLOBAL PROTECTION PRODU U.C.INSTALLATION. )�O r _ _ NIL E C O INt. ..Be ar 6, NRn C15. ONE
<br />2. FOR NEW W000 FRANC CONSTRUCTION: WOOD '` • �ORIOt';:• fi Zv 11M r. r Y.WN. n 6AAIL 2 riiu
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC Ni%•.•••...11 ^^ Ixlm��- An-I.n nNNcI f96T)Nr••1RN6. FA, tw.>,.9.6747 20-175
<br />DENSITY OF 0.55 OR EQUAL. AbIN/BR4 tuAr/an G` OUMI• r AMMAWAMMI eRNR.N M
<br />W1L1R A W. k 'M INRI a O 19
<br />DIEM AI NOTES
<br />AMRn 40. 4Wri.Y ,rT: fRP9rV • 2 /YYO f1eRa FWFSLwE. (t) ID lELS➢OG Y/OGO fMFE sP� f6AV�._G..• 0.56 IaN.:.
<br />1. STORY PANCE SF/QR61 ON I4S PRODUCT EVILUA710N DOCUMENT (P.LD.) 1u5 BEEN VERIFIED FOR COMPLIANCE R+ ACCORDANCE - 1/A•a TAPCON ANCHORS, AS WMNACIURED Br IT.IF BUIDEA. INC
<br />W14 THE 2020 (7Lh EDITION) Or THE FLORGA BUILDING CODE THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH-'14-10 PANCIAATE FDAALE ID VINO PANEEAMIE PLUS ANb10R5, AS MANUFACTURED BY ELCO CONSTRUCTION PROOW:TS,
<br />VELOCITY HURRICANE ZONES (1N4M-DARE / BRDWMD COUNfR:S). - 1/4'a LAG SCREWS t'+pi NOS
<br />WI BE P 1 THE . i A C WINO D[SIC1R ND I.MAS STILT. DEPERMNED A$ PER SECTION S). OF L ABO.E YENT101E0 CODE OR BNiH
<br />- 7/16'4 . 5/9' WOOD eu9htl0, AS OSIRIBIRW BY ALL P(X41T SCREW. BOLT A SPECAItt CO.
<br />P F A F THE WNFAE STORM PANEL WILT R INSTALLED, VINO FOR D6ECIIOMALJtt ACTOR
<br />SPEED AS 11EDIIFEQ O HE AJR,STIICIION ALL.ED,
<br />MD•0 7-1 N ME MAXIMUM AS I DESCH RERATINGS 63 USING ASCE BAND SHALL 0 ExCEN OESIC PRESSURE INDICATED ON SHEETS C t M T INTO T + 1 F P ( )) NM1Ul/ UMAUE FEMALE
<br />ALE (OA ON N ° 1r0100 OF MOON ANc11oRs STALL BE /T AND ? tM fLCO ANELAuiE PLUS
<br />X 9 DER 12 • 17, 16, AND PNNELMALE FEIAALC D
<br />IN ORDER TO vERtRY THE ABOVE CONdnoN, ULt1WTF DESIGN WIND .ENDS DE7E/•4NE0 PER ASCE 7-1e SHIALI R FIST
<br />REDUCED TO AS 0. DESIGN PRESSURE RATING BY MUL.tIPLYING THEM BY 0-6 IN ORDER 10 COMPARE THESE W/ MAX (ALSO) C 2) MINIMUM TREADED PENEIMTWM OF LAC SCREW, INTO THE WOW FRAME UM SMALL BE 1 1/2' NO THREADED
<br />DIESIGN PRESSURE RATINGS INDICATED ON SHEETS X 9 TRU 12 A 17. 18. PENETRATION INro STUCCO SHALL K CONSMO M AS PART OF THE KVMM THREADED PENETRATION
<br />IN ORDER TO VfRPFY THAT ANCHORS ON THIS III AS TESTED WERE NOT OVER STRESSED, A 337E INCREASE IN Ail OWA91.a.
<br />STRESS FOR VBNIF LOADS WAS tl0I USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS RON OFTTTUN/ND IN II MNMUFM 1I DISTANCE OF LAG SCREYA6. INTO WOOD SHALL BE AS INOCATFD NN THIS OIUWNG
<br />ACCORDANCE IMH N.D.S. 20, 6.
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RIMPANCE HAS BEEN VEIRIM HI ACCORDANCE W17N SECTION 1609.1.2 OF CA) MIMKW PENETRATION OF WODD BUSHINC SMALL BE S/8• 1/4' 9-20 SCREWS USED SMALL R 1 1/2' LONG MOMWM
<br />THE ABOVE MENTIONED CODE AS PER AWRWM'4 TEST LAB OF SOUTH FLORIDAIIFPORM JW14EXIST.
<br />.01-01 AND #0219.02-09. AS SHOULD STUCCO T. AND I' MMMM FOR WALLS WIT NO STUCCO.
<br />PER _10 12-99 A ASTM E 330-02 STANDARDS. AND AMERICAN TESTING LAR SOUTH FLORIDA REPORT /117301-I0 AS PER
<br />TAS-20, AND TAS-2W PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE C.S) IN CASE THAT PRECAST STOW, OR PRECAST CONCETE RPANELS, STUCCO OR BE WOOD BOARDS FOUND ON DIE COSTING
<br />FLORIDA BUILDNC CODE WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE WHINO SUCH PANELS.
<br />ANCHORAGE SMALL BE AS MENTIONED IN C I), C 7) Al CA)
<br />2. ALL ALUMNUM EXTRUSIONS TO BL 000-10 ALLOY AND TEMPER (UNLESS OTHERMSE NOTED) SEE SHEET 2 (0) ANCHORS SHALL BE INSIALEO FOLLOWING ALL OF THE RECOAOAEMOAnM$ AND SPEC,Wf4AIIM& O THE ANCHORi 1AANUFACTURER
<br />3 AL ALUMINUM SHEET META USE° AT CLOSURTS SHALL NAVE 3101 Ells ALLOY . a PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAXS SHOWN ON SECTION I THMAI 6 (SHEETS 4
<br />4, ALI HEET STEEL SMETAL PANELS SHALL HAVE SI UCTUIMI QUALITY STEEL. ASIM A-553 GRADE 60 MNIMUY, G-013 GALVA/R2ED THROUGH 5) EXCEPT THAT HEADERS ® A(D SHALL NOT BE USED.
<br />$TELL LESIGNA110N W/FY- 92 2 LAN (AFTER ROLLED). 9 IT SHALL 8F TM: RESPONMM OF THE CONTRACTOR TO VERITY THE SOUNONESS OF THE STR)CRME WHERE SHUTTER 15 TO BE
<br />5 ALL SCREWS TO BE STAMLLSS STEEL 304 OR 3t6 ASI SERIES OR CORROSM RDSII COATED CARBON STEEL AS PER Dw FDA TO1NRURE PROPER ANCHORAGETHISSHUTTER SHALL ONLY KALIGNED TOCONCRETE BLOCK OR woad FRAME
<br />INGS
<br />500I8 W/ 50 64N YIELD MRDia4 AND 90 " TENSILE STRENGTH AND SMALL COMPLY W/ FLORIDA 9I AIDING CODE SECTION
<br />7411 33.4. 10 EACH REGULAR STORM PAI MT LENGTHS OVER 90' AS PER SECTIONS 1, 2, A. S, 6 AND ALTERNATIVES IW, 3W A 4W ON
<br />SMELTS 4, S. 6 A 7 RESPECTAELY; SHALL NAVE A LEGIBLE AND READILY VISIBLE MAFWWG INSTRUCTING CWNER OR TFMANi TO
<br />6. BOLTS TO BE ASTM A- 307 GALVANIZED "EEL, OR AM -10. SERIES STAINLESS STEEL. WITH 36 MPI MINIMUM YIELD STRENGTH SECURE PANELS WITH APPUCASS RENFORCEMFNI DURING PERIODS OF HURRICANE WARNING
<br />7 ANCHORS TO WALL SHALL BE AS FOLLOWS. It. ME INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SFMIER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT ARM
<br />(A) G_POL
<br />E BUILDING T'O PREVENT WINU/RAW INTRUSION
<br />�Eld$ilN+Rrn THECDNCTSIT�
<br />- 1/4'0 TN•CON ANCHORS AS MANUFACTURED BY I.T.W. OVILDEX. HNC III fB-3197 P.RN.) 11 STORM PANEL INSTALLAEION SHALL COMPLY MT SPECS INDICATED IN THIS DRAMNG PLUS ANY BUILDING AND ZONING RECULAnONS
<br />- 1/4' • . 7/r CALK -IN ANCHORS. AS MANUFACIUNED BY DfW4LT INC PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />,/4Y . 300 POLIO -SET ANCHORS. AS OISiR10UlE0 BY NI PONT SCREN, BOLT A SPECIALTY CO 13 (a) THIS PRODUCT EVAL.UATON OOCUMENT IF ED.) PREPARED Bf THIS ENGINEER IS GENENC ANC, DOES NOT PROVIDE W"WAkTION
<br />EMIT. 0 PANIE0 ATT FOR A SRC SPECFIC PROJECT. I.F. WHERE THE WR CONDITIONS DEVIATE FROM THE P.I D
<br />- f 14-10 PANELWTC FDIAIL p ! PANEIaATE PLUS ANCHORS. AS MANUFACTURED BY FLCO ODNSiRLKf1oN P11ODUCf5.
<br />- 1/4'4 ZAMW MAKIN ANCHORS, AS MANUFACTURED BY DCWALT. INC (D) CONTRACTOR TO K RESPONSIBLE FOR 1HIC SELECTION, PURCHASE AND INSTALLATION AICLUONG UrC SAFETY OF " PRODUCT
<br />THIS P. M T
<br />A t) MINIMUM OR ZAMfM OF INCH ANCHORS ONTO P'OIR,jO CONCRETE SHALL R 1 3/4', 2' rOR E1C0 PANEEWTE VINO BASED ON K ED AT SITE
<br />I HE4 SHE DOES NOT Ot1M1E FROM H CONDITIONS DETAILED ON 11115 DOCUMENT
<br />I ]/+' FOR ZAMAC MAIN ANCHORS CONSTRVLTION SAFETY AT !RE IS THAC CONTRACTOR'S RESP'ONSIBILRT
<br />A.2) CALX-N k SOLD -SET ANCHORS SHALL R EMBE°OFT) 7/SINTO THE POURED CONCIEIF- NO CIA DIM NVi0 (c) TITS PRODUCT EVALUATION DOCUMENT wXA 9C OoNSIOERED WALE, I LIOD61E0
<br />STUCCO SHALL BL PERMITTED. 1/4• 0-20 SCREWS USED SHALL R 1 1/2" LONG MINIMUM SHODU0 STUCCO EXIST, (0) Slit SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER ON ARC14TECT WHICH WILL BECOME ME
<br />AND I• MNUUM FOR WALLS MTN NO STCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. ENGINEER OF RECORD (E OR) THE
<br />FDR E PRAND WHO WILL BE RESPONSIBLE FTHEOR E
<br />BUT WIT MNC NUTS PROPER USE OF THE P E 0. OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE
<br />P.E.D. EN41M'ER, SHALL SUMNn 10 III LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW.
<br />A3) 44 CASE INAT PRECAST $PONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />EXISTING WALL OR FLOOR, ANCHORS SHALL fit LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS (4) INS /C.O. SHIN BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFCSSIOI
<br />ANCHORAGE SHALL BE AS MENTIONED IN AI) VINO IN A2). ENGNEER OF RECORD THAT PREPARED IT
<br />(B) TO_LXISTNGSOE10fum-Nam WALL AS,M C-eO 14. SHUTTER WWUFACnIKA'S LABEL SMALL BE LOCATED ON A READILY YNEILE LOCATION AT STORM
<br />- 1/4. 4 TAPCON AMC"CPS AS MANVFACIIAEO ST I T W RUIIDCX. INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 170942 OF FLO" SULDR40 CODE ONE LABEL
<br />1 4" • . 7 tl' CALx-IN ANCHORS. AS 4AWIFACTUREO RY DEWALI. HNC SHALL BE PLACED P011 EVERY OPENMNC LAIIEUNG TO COMPLY WITH SECTION I7M9.J OF TE
<br />- 1/4'P X 3/4' SOLD -SET ANCHORS, AS DISTRIBUTED BY All PORT SCREW, BOLL A SPECIALTY CO FLORIDA euLaNc CODE
<br />- 114-10 RANELWTE FEMALE D AND PANEWATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION P 11111T11
<br />- 1/4' 4 'ZAAIAC NAIUN ANCHORS, AS MANUFACTURED BY DCWALT, INC �rcP A...
<br />8.1) MINIMUM EMBEDMENT OF TAPODN ANCHORS. ELCO PANELMATES AND ZAMAC NMLN ANCHOR, INTO ONE �VCENB'
<br />. FLORIDA BUILDING CODE Non Nigh VelocityNMFrIGGP4 TOM
<br />13LOCW UNIT S141LL R i 1/4'
<br />9.2) CAUI A SOUR -SET ANCHORS SHALL BE EVBEDOED 7/9• INTO THE CONCRETE BLOCK UNIT. NO ►>Ig,)44 7 .wNe Ia,6BB. I.0 24 GAGE GALVANIZED STEEL STORM PANEL alr w'
<br />STUCCO SWAL BE PERMTTED. 1/4' 4--20 SCREWS USED SMALL BE 1 1/2' LONG MINIMUM SHOVE° 7 .�A EXHSr. * �• � �MflMW1 IY 1n a�
<br />AND 1' MWWVM FOR WALLS Wn14 NO STUCCO. - IL E C O HNC GLOBAL PWTECTNM. PRONCTS, U.C. 01nM
<br />Ti'�:, STATE -:
<br />8.3) T CASE THAT PRECAST STONE, OP PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS LE FOUR '`(ORI /� ✓ .NOB A. a1 anO*
<br />EXISTING WALL ANCHORS SHALL R EON° ENOUGH TO REACH 111E MAIN STRUCTURE BEIMNU St
<br />PA. \• ! .r ,A. a, r MY.,AW. w w fMML n -,
<br />S u I r UT. .n_I .. oM An-+•n "BM o»,4. 7F.A .AA (bNT.W . PT 2D-E7s
<br />AYNN w
<br />ANCMORAG[ SHALL BE AS MENTIONED IN B.,} AND IN 8.2) STONAL N a-BIX"t", sIl[T 1 HP M
<br />I/ /m1111 AL1YY PE ,1A /91N"IUAI/BNn ,y;ntl A "U." 0» 04. ,r
<br />CONCRETE ANCJNORS
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROWN 10)
<br />r
<br />LC
<br />INSTALLATION DETAILS FOR REGULAR PANEL i1 )
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />_QSIT_
<br />CONCRETE
<br />00 _
<br />BLOCK RCiNBLOCN
<br />RLQUMEDCONRTGasoRCOLMLD.
<br />AN(fEE 9CNmUlE ON ` EXISTING POURED
<br />R _.0 SNLE75 9 THROUGH i0) / - O OONCRETE OR
<br />( U Ta
<br />-__ -____ -
<br />1
<br />1-101
<br />E _--._.._- 0 : -..A. T:..
<br />I SEPARATION I
<br />ro GLASS, I
<br />ExlST91Gr,R� (SEE SCHEDULE I
<br />OLA95 I ON SHEET 3) I
<br />I U
<br />1 I
<br />CONCRETE ANCHORS , ` ,� I_.
<br />ON i
<br />6N1 T-47
<br />1' Ma.
<br />I PANEL LENGTH
<br />(SEE SCHEME
<br />ON SHEET 3)
<br />(sEE sc11Ev xE 1 t-
<br />SHEETS I THROUGH Ilm
<br />I Sox
<br />5i /. s• . I OF 1'
<br />1 Lux.
<br />LID... .; ®' I 1 4Y-xalw Itxn
<br />`/
<br />C.D. I
<br />1
<br />r
<br />I , ® y- 1/11 IUA/14 ,p 4 a
<br />.:/,• + -ED_. f._- 1x I/Y et. Y, •/ NMI
<br />;R I - I . MIT. '_
<br />i (ALTERNATE
<br />" I LEG LOCATION
<br />- I
<br />ALTERNATE CONCRE . _ � 1SIWG 90URm WNCRETE
<br />ANCHORS OR C6NCRCTE BLOCK REOUWED.
<br />(SEE SCHEDULE ON
<br />SMELTS 9 THROUGH 10)
<br />E.O.. EDGE DISTANCE ��J E-9WM�:
<br />(SEE SCHEDULE ON TOP A BORON MOUNTINGS CAN BE
<br />SHEETS 9 A I0) COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />j ON SO4M ]
<br />9
<br />1
<br />I ,t
<br />I
<br />I
<br />Goss
<br />EX WAI -YY
<br />1
<br />E.O.
<br />EXISTING PDIIEQ.
<br />RCONCRETE E ROCK I
<br />CONCRETE ANCHORS -_
<br />STAMM W/ SRIT7
<br />(SEE SCHEDULE ON
<br />SHEETS 9 TROUGH 10)
<br />caNcacrE ocx �,J�.•.m.,-
<br />1/4- REQUIRED. - _ I 3-.-WIli•w=
<br />W. _. _ _ __... CONCRETE ANCHORS ' ��%�' ' ', -
<br />(SEE SG/mILE ON • �+1/, H -__. } I
<br />. SHEETS 9 THROUGH 10)', I
<br />1
<br />EOI / 1
<br />1 I EOj.-. I (/7��7
<br />f- I l,l
<br />1.1I An,, ED. �I'll I
<br />v/ 1
<br />I
<br />1
<br />1• YaA. II*'T GLASS SEPARATION i 1. LE
<br />PANED. D SCHEDULE -.� (SEE SCHDUL 1 SMIEL THCDUL1
<br />(SEE SHEET 3) 'ON ]) i NOD Sim D
<br />I y ,..- L
<br />. t:l Exi"AD I I
<br />5011 GLASS I 1 Cl) 1-,{
<br />f /y iy/� I
<br />/ '.
<br />EA. .;.//,,,
<br />I.l 1
<br />U / . � _
<br />1j. • _1 1/2' O.0 1 .j APIl1CAAE),
<br />CONCRETE ANCHORS _. _ J 1
<br />. - .) -_1 (SEE SCHEDULE ON %' -.1- ....- ..)
<br />= __ NiS O30O�./y:
<br />EXISTING POURED E( =) AraW/ _ M CONCRETE BLOCK
<br />ARE USED. Rom.
<br />VJI 1•. .1 r A M d1`747151
<br />3kMIif)1w�
<br />INSTALLATION DETAILS FOR REGULAR PANEL i>1 INTO WOOD
<br />�' 1I ALTERNATE LEG
<br />4.... (MA.) EXI6T91G ANqpQ I - ... LOCATION
<br />SEAM REQUIRED. STRURlB,A-L
<br />ADEQUACY OF EXISTING WOW ." li
<br />BEAN TO eE CERTIFIED BY '
<br />REGISTERED ENGINEER DR Ea . - ". Il. / -
<br />®
<br />ARCHITECT PRIOR TO SMUTTER
<br />INSTALLATION, '• ANCHORS ALTERNATE WOOD ANCHORS III .- I• I -.
<br />( SCNCDULF ON (SEE SCHEDULE ON 4T11• IO "' " ,4Ap
<br />SHEET I1) SMELT „) ''1 --EO+FD-. .-
<br />mleis Mm "No' *0 wr
<br />E
<br />III
<br />( f
<br />-_I'L UI. WOODHEADER- , 11, In' .----- _
<br />EXISTING ( I ._.. _ 7 - _.- ...'__ _.. - I REOUIIED `• .. AN i 4 - IuD tln
<br />GLASS ® 1 WOOD ANCHORS I I I 1 I. • 4 1/P 6G
<br />(SEE
<br />44E'TSC'FWLE ON �.. %tM �li j /�
<br />-1 OLASS.(SFF I lJ 1 -� I ``% 1 I SCHEDULE I UHY)BF+' Min. SEPAAM3FTDN To CLASS, i
<br />1 ON SHEET 3) I 9a IAn r
<br />I ,/ - ----! 4 -' PA/[I. lva r (.5fi SCIEOULF ON 519,Er ]) 1 `/4 •BLn1� 1• MAT(
<br />NOON E )� j 'k, [ 1 VAN f ' PANEL U:NOT11
<br />I I PARR LENGTH :.. _-
<br />- -
<br />... -_ 1' / 1 M nA ma (SEE SCHEDULE
<br />L-__- .._.. .... .._. (SEE SCHEDULE Ex _.________ _ ._.. ___.:.. ._ `. .I -- NET 3)
<br />I - ( i ) M•A1 tAe1 T� ON fN
<br />-. ql __-.. - . 1 ON SHHEET J) GUlSS -"l
<br />(-- (�7 j $GUILE
<br />1 ''�' DOW I I .� OF 1-
<br />I i ,(� OF 1• I 1 1 MA,X.
<br />MAX
<br />I • 12 1/2- O.C. ! ,
<br />FO
<br />NO F 1.. I I _ ,I
<br />p,N-IANr
<br />I
<br />i � IHOO Ian
<br />ALUnU I -.. L I F1. .. r W a 1/4' O.0
<br />.__.._ -.- L ._.-._-_ MCR REoO Y.4' WOOD PIA _ �; ANCHORS
<br />YI000 ANCHORS 1. __ -_._. _ RfQU1RE0 I 10�I LSF.L SCHEDULE am
<br />SHEET 1 1)Ii (SEE SCHEDULEpULL ON _ s _ , - _._. _ .. 3/4' ' 91EkT 11)
<br />--2• MITI.-- - - - -- '
<br />GILD-OLIT MOUNTING
<br />ALMRMATrA
<br />ALTERNATIVE 4W
<br />SCALE
<br />HINNH BONE ]/e-,•
<br />DER 46 ft
<br />.La'',.%GEN'te f.
<br />NOTE_ FOR COMBINATION DF SECTIONS; # . 11 NO. 44187 •'• FLORIN BUILDING CODE Man High Velocity Numcons Zone)
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. ALSO
<br />TOP k BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING pA.f) AND PANEL LENGTHS S1i1TEOF 7 R°'0TM'W°'.c 24 GAGE OALVAIIZED STEEL STORY PANEL �"'w,
<br />COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET3 � `_...
<br />INSTALLATION. 2. FOR NEV WOOD FRAME CONSTRUCTION: WOOD IS 0A1,," "i0•�,.N1vt • • -_:r: _ ,. _ �v n/nnaR
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC "YIy .. _.. . _ 1L E C O INe. ��� N �• an.
<br />DENSITY of 0.55 OR EQUAL. „4�NA� „E"N ALz. �, ;:'",FBI"» m GT a ` '. 06N)I0- F61I JXFFFMi.6.>.M.n7 zo-ns
<br />Pl, IWJ•ON"ILA[/OUt G-000Rn r OIMVi° 6.
<br />1CI1 A II Ar., lA aMn l OI n
<br />_41-I
<br />N
<br />N
<br />r-
<br />Cn f N .I--+
<br />U
<br />a) Q O
<br />C Cu -0 �
<br />.m 5 � Cn '�^
<br />C = Co -
<br />CD -I 0 cu^
<br />C O O ' �= W
<br />C !� O LL
<br />'CV O \V O
<br />.=r _0 E ^' Q
<br />-0 .- co A<
<br />CI
<br />N
<br />f0 LL
<br />' N 4
<br />cc L. Lu
<br />©�o
<br />V 2 n C
<br />Z = M U CI
<br />lN
<br />TJ am >C
<br />N C L.
<br />TO tp
<br />N 'p (-�, .0
<br />LI)-C N N 10
<br />3C u5 Cu, ]C
<br />°3 c_ y as
<br />C-
<br />.= c
<br />G7 ,7 .z
<br />� II
<br />cc 3 3 m
<br />w �
<br />_N 17 u a
<br />i L_ [�
<br />3. C" AC T
<br />" a •=
<br />C E
<br />R U
<br />CO
<br />Cn n�,A
<br />W
<br />CD
<br />_0) =
<br />O
<br />CDL
<br />U) CL
<br />CD U
<br />0
<br />m L_
<br />0-
<br />0 'a)//I�
<br />B' V J
<br />W
<br />BBBBI
<br />W
<br />= Z
<br />Z
<br />Q
<br />J
<br />L1
<br />SHEET NO.
<br />SH 1.3,
<br />1/4. 3/4, 4/5. S 5 A 6/5
<br />IINI SINGLE PAIIEL 1 LENGTH "I SCHEDULE ONLY FOR REGULAR STORM z/ANCHORS (� SCHEDULE ON 1WI 2VI 3W%7 BE 4W/7
<br />S LNSTALLATION INTO POURED CONCRETE- CONCRETE BLOCK h WOOD (t) -]' MAx -- -.- -- - _-. sH1EEn 9, to An) _. _.. �?; 4r _
<br />S'INNLC PAMFl4(T11m t6NOL/ PANELS CII RQlBAIIEm AT CASH I 1' MN,' _--
<br />�.TOP DR BOTMM END WITH TRACKS (�- M. a k � DE 4! o O e
<br />• ._ H- D.M..( .Q3..4Q.(-T-I--I-r-r--1--I-r-rl-�-r-F-r. ;'.r'r-1--r-r�-T-r-1-�-.-------I
<br />W1TFI TRACKS QR Chi mRECT MOUNTED AT [AC END•
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR "L-" (ft.) 0
<br />MAXIMUM AS-D. CONCRETE A wow
<br />PRE RATING *WA1LATKMS t
<br />(PS.1.) I. -) IA L-
<br />2G0 I2'-o• 1)'-01
<br />230 14II 7I'-a'
<br />-Jao ___ I F'-a• to'-r
<br />38.o to.-lo• IG'-O•
<br />.. 400 10-11 /=4•
<br />sso a a_ S•-I'
<br />_ !0.G _ I N•, a 4
<br />ILO_ Sa'-r 81-o'
<br />eao J _3• - r-r -
<br />-- ao a-o r a
<br />o )-a• r-o"
<br />- 7G
<br />730 7 6' r-fo'
<br />aG0 7 r a'-r
<br />d o r-o' S=s'
<br />NEO a a• e'-r
<br />_- $&a '__ a •' e•-o
<br />100.0 6'-3• 5•-1,'
<br />- -,CIO e'-P s'-a-
<br />- Tao _ - a'-r
<br />1 F50 - 5--6'
<br />Free _- r-6'
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR 'I (ft.) 0
<br />MAXIMUM ALSO. CONCRETE ! WDOD
<br />OEM
<br />PRESSURE RATING INSTALLATIONS t
<br />(P...1.) (+ N, -) Rd Lr ..
<br />2120 14v ID'-0'
<br />210 12'-lo- 71'-r
<br />J00 I1'-e• tw_7'
<br />JB.O 101-10' 9'-9'
<br />400 a'-$* e'-2'
<br />0G _ r-, • a'-r
<br />50.0 a=7. a-r.
<br />- SELO - 8-3- r-I' -
<br />Sao a-- - ra•
<br />A&C, 7' I r-2-
<br />-- Mo i 11-1. 0'-11•
<br />)SO _ r-r- ;t-e•
<br />Sao r-o' a'-s'
<br />85.0 7-0• G'-3•
<br />90.0 61-/1 ' B.-I.
<br />030 I'-7• 3'-10'
<br />too.o e'-J 5'-r
<br />Imo 6'-3' 3'-4•
<br />five - r -
<br />IF3.0 - •'-IO'
<br />116.41 4•-N,
<br />MINIMUM SEPARATION TO CUSS SCHEDULE
<br />MAXIMUM *AD SPEED 4 170 III WIND SPEED > 170 m.PN
<br />PANEL IDIOM
<br />(in) UNRLSTIk"M RESTRAINED UNRSTRANO RSTRAII
<br />30 DR LESS I' I. 9' G 1/4'
<br />- >33 70 90 I. I. 7 1/7- 7 1/2-
<br />>e0 TO 145 I. 1• 7 I/2' 7 1/7•
<br />>143 10 , I I' 1' - 7 1/2'
<br />MINMUM PANEL LENGTH (In) FOR A OMEN MOUNTING CONDITION
<br />®'®°f® I .
<br />1_ t-J_. _ 'A_ r i
<br />-tTt:4I,, � �
<br />i 1_1- -- -- , 1- -�_ _ 1_I-( lI .
<br />fI�� 1I�- _1_U__
<br />UNBOLTED PNglS { I '. BOLTED PAELS W/ 1 N-20A1• li I
<br />(SEE SE CTIONS AS .$. M.S_ BOLT W/ d • EA WERLAP
<br />APPLICABLE) (SEE BLCTO M AS APPLICABLE)
<br />I I I I,,, 1. 11 1 9 I I I 1 I I i
<br />i I
<br />D.M..( . ®. I
<br />_ . _ I
<br />- - - - - - I
<br />- e O O O -__1 _)
<br />@of@ - .,5.- MAX I __!' MAX
<br />-rMTN. ; 2/4 1/41 3/4, 4/55/5 f 6/5I'"
<br />iL 1WIS. 2W/61 3W/7 A 4W/7
<br />REGULAR RM PANEL AT ON
<br />ANCHORS (SEE SGmIU RON SHEETS 9, TO A11)-
<br />(D ELA��.]!. 1/4" M. GAP
<br />2.9er f_
<br />(Wt.O� .) "I Mmum -'rINI
<br />1.5'x1 !• wiI NOD-o'
<br />T�H OIN[H:T T' •U' 9T D 'i' Y TRACK IN."wEN4 MOUNT HEADERIHEIDDt NIGLC TRACK 4f/,+ •Too[
<br />- DIRECT MDAR 46' 32' 32• 35• 1. 1• so,
<br />1LE TUD
<br />14 1.S,1I SANGTUO 3B• 32' 3Y 3242' '. AA•
<br />f T• TRACE 55' 32' 1. 42' 67' GO' SO'
<br />ix 1.
<br />32' 32.3r a0' SG' S660' S6' 1.
<br />PM
<br />GAP Ta I SECTION A -A ��
<br />N.T 6.
<br />A1mm
<br />(1) L+. YN
<br />L Mo
<br />(2) PW=
<br />CM04 A
<br />(3) SEE SCHEDULE BLOW FOR FBI PANG LANWH FOR ICR061IY OLALW"rOk.
<br />MPAlAYXM INTO WOOD ARE LWf M TO Y 95 0..1 MAX VISA. DEMON PRESSURE RATIO
<br />F - VL`crW - FLORIDA BUILDING CODE Non High Velootty HIM cons Zone)
<br />* • D. 44167 .. j ex" TXn' .c. 24 III GALVANIZED STEEL STORY PANEL IF w•..
<br />. III
<br />1l. TATEOF �_ * Ts'7Lp -11 IIL ECOIN6. AL PROTECTION PRODUCT$
<br />"n'0 E
<br />�F ., ()RIUA f(,4' /- / -s(7 N. aOA WWaAa A AIM •°pODWNc��L 1]971{ T
<br />)ySS/ • ... • • G�A1N / H-. ".." HOE: 0""-7N. FAA, "No -am 20-175
<br />4'iryh N� G IR".Yq w4 r aWRO N"
<br />IINY T+E/AMIF A W., IIIW •IQI ] O N,
<br />INSTALLATION DETAILS FOR REGULAR PANEL (1)
<br />INTO WOOD STRUCTURES __
<br />"- •- ,I �,: WQoo ANCHORS . �. IIII . I;' ..-.--�A� -.__ I -O_. _'_____ I
<br />"' - 1''I, ;' E SCHEDULE ON '`' v4'P-N11r 1 (SEE SCHEDULE 1 I/4Y-arr
<br />'� ""- II SHIFT 11) . f 9.T,.ZO NFAB aan 1 ON SHEET >� I .d n r
<br />I 3 ; -_- _ = f wwN�. n
<br />wooD HEADER ` 1 , ,. 11 _._ ._ .) fxLTnEN. j + .. .. . . _._ 1" Mm.
<br />1 1'+ANEI tLNDT
<br />REOUIIKD 1 1 O MOOD ANCHORS L I. r :II _- ' ° =` :._.... -:..-..:�__ _::__ __ _ i _ (SR SCREINIII
<br />,I j ,' 1/4. (SUE SCHEDULE ON 1 � __ ON SHEET , FOR
<br />__ SHEET 11 QI SPACER "
<br />YAx
<br />/2I � $vALa I 1 OF 1
<br />._) /I '• .I 1 I I _ TOOTH I MAX
<br />'t2'. ,, 1 -1 N HYOID EHFJIDER 1 ED _ - -_-__
<br />1
<br />-.
<br />i
<br />1 - I
<br />I I I t 4- 1 ----__ I
<br />Ir �j,1 MA%. LONG AL LAM SPACERS • 12 1/2-
<br />.. I �� I I .. !I 0C. (SEE TABLE /I ON SHUT 11.)
<br />' ' ' SEI NOTE •. BELOW MR LIMITATIONS FOR
<br />W. 1 1 fffff-----���'L- MAX lI l 'I 1 1/2' LONG SLEEVES.
<br />1 513AAIAION I _ V 1• MAX.MA71� I PANEL LENGTH I� 10 GLASS"PANEL LENGTH I II
<br />1 (SE[ SCMEDULF I (SEE SCNEDt" 1 I (E yCEME -. ', I. _PANEL MATE FfT4ALL D DR PANEL MATE
<br />I ON SHEET 3) I ON SHEET 3) ON
<br />I f _ H S.S. aGn 4 I I 11 PLUS (LEE saEOLAE G1 SWEET l t)
<br />OA7� L Min. I �` ( ,
<br />EXISTING I ! .. N oN�wa T-h GLASS -11 To i J,..-.\\ aATF WOOD
<br />En
<br />�A95 I I I i DIE L I DIRECT MOUNT W/ SPACER
<br />P4 --- --k-_ 1 � * , .. �; ALTERNATIVE 2W' �.
<br />SCALE 3/8.1•
<br />1 - I SEE TABLE /1 ON SHEET 11 FOR MAX. PANEL LENGTHS A
<br />I 504 1 1 • 12 I/2" O.C. A3 I 1 ��jy, DO .. '! 1 A/A71. .D OESIGII LOADS FOR iM4 INSTALLATION.
<br />1
<br />I- ' - 1 WOOD ANCHORS I * * 11=
<br />STAGGERED w/ snD II) - L __ " _- _ - L_ -_. 1 I rA (S $1L'M[DU.E DN ... M Wr R I 'Ir VINO Ie
<br />-R iI I li ) (1) NOULLV W 6 UW= /0 A CAR IN" MALOWN WAN 16-0-
<br />PLATE RCOUDIREb . * I :' i NIR•M MG �O OOWADIILrMDOW M°°W"= IIOM NW
<br />WOOD ANCHORS I• Mk SWAMIR TO AFAR eOdTm I I 1 } W000
<br />' 1 • $7AOGI RED W/ SIUD M OW 3 WTI R RmUCm 10 1/O M ' L. , _ . 101' E REWIRED M) AOOC M GRa TIM WIWOIOR M VA4 WRNOWT 0 a(SEE SCHEDULE ON TOM AI IWFOND"O Ca0Ro1• M Pon im RA6) WARM R it 1/2 MMMAt N 6 tie G.C.
<br />... _ SI M 11) ocivm WRH 1 fcim Is} 1pFwI.TON P�1 t9 In• GC. XAQiY tie
<br />a1
<br />(1) wmm AN go" PIOFIR,
<br />MnN M .6. -4S µl. (3) VAL 24 9%9 MO6 LOIN" • LMO 10 N• A ANY OPINION
<br />' (7) YAIOP.Y wOW FWIp IWNIH e 6 A 1 pornwnm "M VAM PANEL loom IUam M
<br />7L
<br />yyF1��,�L yLy�y�IaI�. I I (All 1/9' IIXN fMM fol•OOR eM TINE R Y NOVAS a
<br />aOal`afRla.Ia9a[ W SIOI.1 MOIa ,41NWAlON • ONLr 91lSi L "MYAOM OI 1 ,n• LOO arNCOO tw In ma.
<br />ALTERNATrvE 1 W M0 4. OOS1.N WOOD IRMeE WALL SCALE ]/6., MAMA Pal .M TWO 1. a AO 3 At Wro"S •r A81Y
<br />SCAE 3/e-1- (A) 4NNMAT m .up ONLY "M VINO I aaat-IIDMOM AO 1K a112D (7A a"" OF THE T1aN.
<br />Z,n I. 14 3 PFa A.IY IT NI a am 1
<br />1TRS-M. MN [_._.__L_'___'-
<br />IIQ7FS 4*�,t0z.��i,
<br />Ea '''• : e
<br />FLORIDA BUILDING CODE Non High VelocityHurrlcon• Zone
<br />NOTE FOR COYBINATON OF SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. :• NO, 44167 °�RL1�0''"L 24 BALE GALVANIZED STEEL STORY PANEL AA.
<br />DESIGN PRESSURE RATtNG (p.I.f) AND PANEL LENGTHS Ill * , 111, C Ir = DINT W.
<br />TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR s 1: a
<br />COMBINED IN ANY WAY TO SUIT A14Y ALTERNATE 2V STATE OF C GLOBAL PROTECTION PRODU U.C.INSTALLATION. )�O r _ _ NIL E C O INt. ..Be ar 6, NRn C15. ONE
<br />2. FOR NEW W000 FRANC CONSTRUCTION: WOOD '` • �ORIOt';:• fi Zv 11M r. r Y.WN. n 6AAIL 2 riiu
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC Ni%•.•••...11 ^^ Ixlm��- An-I.n nNNcI f96T)Nr••1RN6. FA, tw.>,.9.6747 20-175
<br />DENSITY OF 0.55 OR EQUAL. AbIN/BR4 tuAr/an G` OUMI• r AMMAWAMMI eRNR.N M
<br />W1L1R A W. k 'M INRI a O 19
<br />DIEM AI NOTES
<br />AMRn 40. 4Wri.Y ,rT: fRP9rV • 2 /YYO f1eRa FWFSLwE. (t) ID lELS➢OG Y/OGO fMFE sP� f6AV�._G..• 0.56 IaN.:.
<br />1. STORY PANCE SF/QR61 ON I4S PRODUCT EVILUA710N DOCUMENT (P.LD.) 1u5 BEEN VERIFIED FOR COMPLIANCE R+ ACCORDANCE - 1/A•a TAPCON ANCHORS, AS WMNACIURED Br IT.IF BUIDEA. INC
<br />W14 THE 2020 (7Lh EDITION) Or THE FLORGA BUILDING CODE THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH-'14-10 PANCIAATE FDAALE ID VINO PANEEAMIE PLUS ANb10R5, AS MANUFACTURED BY ELCO CONSTRUCTION PROOW:TS,
<br />VELOCITY HURRICANE ZONES (1N4M-DARE / BRDWMD COUNfR:S). - 1/4'a LAG SCREWS t'+pi NOS
<br />WI BE P 1 THE . i A C WINO D[SIC1R ND I.MAS STILT. DEPERMNED A$ PER SECTION S). OF L ABO.E YENT101E0 CODE OR BNiH
<br />- 7/16'4 . 5/9' WOOD eu9htl0, AS OSIRIBIRW BY ALL P(X41T SCREW. BOLT A SPECAItt CO.
<br />P F A F THE WNFAE STORM PANEL WILT R INSTALLED, VINO FOR D6ECIIOMALJtt ACTOR
<br />SPEED AS 11EDIIFEQ O HE AJR,STIICIION ALL.ED,
<br />MD•0 7-1 N ME MAXIMUM AS I DESCH RERATINGS 63 USING ASCE BAND SHALL 0 ExCEN OESIC PRESSURE INDICATED ON SHEETS C t M T INTO T + 1 F P ( )) NM1Ul/ UMAUE FEMALE
<br />ALE (OA ON N ° 1r0100 OF MOON ANc11oRs STALL BE /T AND ? tM fLCO ANELAuiE PLUS
<br />X 9 DER 12 • 17, 16, AND PNNELMALE FEIAALC D
<br />IN ORDER TO vERtRY THE ABOVE CONdnoN, ULt1WTF DESIGN WIND .ENDS DE7E/•4NE0 PER ASCE 7-1e SHIALI R FIST
<br />REDUCED TO AS 0. DESIGN PRESSURE RATING BY MUL.tIPLYING THEM BY 0-6 IN ORDER 10 COMPARE THESE W/ MAX (ALSO) C 2) MINIMUM TREADED PENEIMTWM OF LAC SCREW, INTO THE WOW FRAME UM SMALL BE 1 1/2' NO THREADED
<br />DIESIGN PRESSURE RATINGS INDICATED ON SHEETS X 9 TRU 12 A 17. 18. PENETRATION INro STUCCO SHALL K CONSMO M AS PART OF THE KVMM THREADED PENETRATION
<br />IN ORDER TO VfRPFY THAT ANCHORS ON THIS III AS TESTED WERE NOT OVER STRESSED, A 337E INCREASE IN Ail OWA91.a.
<br />STRESS FOR VBNIF LOADS WAS tl0I USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS RON OFTTTUN/ND IN II MNMUFM 1I DISTANCE OF LAG SCREYA6. INTO WOOD SHALL BE AS INOCATFD NN THIS OIUWNG
<br />ACCORDANCE IMH N.D.S. 20, 6.
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RIMPANCE HAS BEEN VEIRIM HI ACCORDANCE W17N SECTION 1609.1.2 OF CA) MIMKW PENETRATION OF WODD BUSHINC SMALL BE S/8• 1/4' 9-20 SCREWS USED SMALL R 1 1/2' LONG MOMWM
<br />THE ABOVE MENTIONED CODE AS PER AWRWM'4 TEST LAB OF SOUTH FLORIDAIIFPORM JW14EXIST.
<br />.01-01 AND #0219.02-09. AS SHOULD STUCCO T. AND I' MMMM FOR WALLS WIT NO STUCCO.
<br />PER _10 12-99 A ASTM E 330-02 STANDARDS. AND AMERICAN TESTING LAR SOUTH FLORIDA REPORT /117301-I0 AS PER
<br />TAS-20, AND TAS-2W PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE C.S) IN CASE THAT PRECAST STOW, OR PRECAST CONCETE RPANELS, STUCCO OR BE WOOD BOARDS FOUND ON DIE COSTING
<br />FLORIDA BUILDNC CODE WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE WHINO SUCH PANELS.
<br />ANCHORAGE SMALL BE AS MENTIONED IN C I), C 7) Al CA)
<br />2. ALL ALUMNUM EXTRUSIONS TO BL 000-10 ALLOY AND TEMPER (UNLESS OTHERMSE NOTED) SEE SHEET 2 (0) ANCHORS SHALL BE INSIALEO FOLLOWING ALL OF THE RECOAOAEMOAnM$ AND SPEC,Wf4AIIM& O THE ANCHORi 1AANUFACTURER
<br />3 AL ALUMINUM SHEET META USE° AT CLOSURTS SHALL NAVE 3101 Ells ALLOY . a PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAXS SHOWN ON SECTION I THMAI 6 (SHEETS 4
<br />4, ALI HEET STEEL SMETAL PANELS SHALL HAVE SI UCTUIMI QUALITY STEEL. ASIM A-553 GRADE 60 MNIMUY, G-013 GALVA/R2ED THROUGH 5) EXCEPT THAT HEADERS ® A(D SHALL NOT BE USED.
<br />$TELL LESIGNA110N W/FY- 92 2 LAN (AFTER ROLLED). 9 IT SHALL 8F TM: RESPONMM OF THE CONTRACTOR TO VERITY THE SOUNONESS OF THE STR)CRME WHERE SHUTTER 15 TO BE
<br />5 ALL SCREWS TO BE STAMLLSS STEEL 304 OR 3t6 ASI SERIES OR CORROSM RDSII COATED CARBON STEEL AS PER Dw FDA TO1NRURE PROPER ANCHORAGETHISSHUTTER SHALL ONLY KALIGNED TOCONCRETE BLOCK OR woad FRAME
<br />INGS
<br />500I8 W/ 50 64N YIELD MRDia4 AND 90 " TENSILE STRENGTH AND SMALL COMPLY W/ FLORIDA 9I AIDING CODE SECTION
<br />7411 33.4. 10 EACH REGULAR STORM PAI MT LENGTHS OVER 90' AS PER SECTIONS 1, 2, A. S, 6 AND ALTERNATIVES IW, 3W A 4W ON
<br />SMELTS 4, S. 6 A 7 RESPECTAELY; SHALL NAVE A LEGIBLE AND READILY VISIBLE MAFWWG INSTRUCTING CWNER OR TFMANi TO
<br />6. BOLTS TO BE ASTM A- 307 GALVANIZED "EEL, OR AM -10. SERIES STAINLESS STEEL. WITH 36 MPI MINIMUM YIELD STRENGTH SECURE PANELS WITH APPUCASS RENFORCEMFNI DURING PERIODS OF HURRICANE WARNING
<br />7 ANCHORS TO WALL SHALL BE AS FOLLOWS. It. ME INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SFMIER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT ARM
<br />(A) G_POL
<br />E BUILDING T'O PREVENT WINU/RAW INTRUSION
<br />�Eld$ilN+Rrn THECDNCTSIT�
<br />- 1/4'0 TN•CON ANCHORS AS MANUFACTURED BY I.T.W. OVILDEX. HNC III fB-3197 P.RN.) 11 STORM PANEL INSTALLAEION SHALL COMPLY MT SPECS INDICATED IN THIS DRAMNG PLUS ANY BUILDING AND ZONING RECULAnONS
<br />- 1/4' • . 7/r CALK -IN ANCHORS. AS MANUFACIUNED BY DfW4LT INC PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />,/4Y . 300 POLIO -SET ANCHORS. AS OISiR10UlE0 BY NI PONT SCREN, BOLT A SPECIALTY CO 13 (a) THIS PRODUCT EVAL.UATON OOCUMENT IF ED.) PREPARED Bf THIS ENGINEER IS GENENC ANC, DOES NOT PROVIDE W"WAkTION
<br />EMIT. 0 PANIE0 ATT FOR A SRC SPECFIC PROJECT. I.F. WHERE THE WR CONDITIONS DEVIATE FROM THE P.I D
<br />- f 14-10 PANELWTC FDIAIL p ! PANEIaATE PLUS ANCHORS. AS MANUFACTURED BY FLCO ODNSiRLKf1oN P11ODUCf5.
<br />- 1/4'4 ZAMW MAKIN ANCHORS, AS MANUFACTURED BY DCWALT. INC (D) CONTRACTOR TO K RESPONSIBLE FOR 1HIC SELECTION, PURCHASE AND INSTALLATION AICLUONG UrC SAFETY OF " PRODUCT
<br />THIS P. M T
<br />A t) MINIMUM OR ZAMfM OF INCH ANCHORS ONTO P'OIR,jO CONCRETE SHALL R 1 3/4', 2' rOR E1C0 PANEEWTE VINO BASED ON K ED AT SITE
<br />I HE4 SHE DOES NOT Ot1M1E FROM H CONDITIONS DETAILED ON 11115 DOCUMENT
<br />I ]/+' FOR ZAMAC MAIN ANCHORS CONSTRVLTION SAFETY AT !RE IS THAC CONTRACTOR'S RESP'ONSIBILRT
<br />A.2) CALX-N k SOLD -SET ANCHORS SHALL R EMBE°OFT) 7/SINTO THE POURED CONCIEIF- NO CIA DIM NVi0 (c) TITS PRODUCT EVALUATION DOCUMENT wXA 9C OoNSIOERED WALE, I LIOD61E0
<br />STUCCO SHALL BL PERMITTED. 1/4• 0-20 SCREWS USED SHALL R 1 1/2" LONG MINIMUM SHODU0 STUCCO EXIST, (0) Slit SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER ON ARC14TECT WHICH WILL BECOME ME
<br />AND I• MNUUM FOR WALLS MTN NO STCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. ENGINEER OF RECORD (E OR) THE
<br />FDR E PRAND WHO WILL BE RESPONSIBLE FTHEOR E
<br />BUT WIT MNC NUTS PROPER USE OF THE P E 0. OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE
<br />P.E.D. EN41M'ER, SHALL SUMNn 10 III LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW.
<br />A3) 44 CASE INAT PRECAST $PONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />EXISTING WALL OR FLOOR, ANCHORS SHALL fit LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS (4) INS /C.O. SHIN BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFCSSIOI
<br />ANCHORAGE SHALL BE AS MENTIONED IN AI) VINO IN A2). ENGNEER OF RECORD THAT PREPARED IT
<br />(B) TO_LXISTNGSOE10fum-Nam WALL AS,M C-eO 14. SHUTTER WWUFACnIKA'S LABEL SMALL BE LOCATED ON A READILY YNEILE LOCATION AT STORM
<br />- 1/4. 4 TAPCON AMC"CPS AS MANVFACIIAEO ST I T W RUIIDCX. INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 170942 OF FLO" SULDR40 CODE ONE LABEL
<br />1 4" • . 7 tl' CALx-IN ANCHORS. AS 4AWIFACTUREO RY DEWALI. HNC SHALL BE PLACED P011 EVERY OPENMNC LAIIEUNG TO COMPLY WITH SECTION I7M9.J OF TE
<br />- 1/4'P X 3/4' SOLD -SET ANCHORS, AS DISTRIBUTED BY All PORT SCREW, BOLL A SPECIALTY CO FLORIDA euLaNc CODE
<br />- 114-10 RANELWTE FEMALE D AND PANEWATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION P 11111T11
<br />- 1/4' 4 'ZAAIAC NAIUN ANCHORS, AS MANUFACTURED BY DCWALT, INC �rcP A...
<br />8.1) MINIMUM EMBEDMENT OF TAPODN ANCHORS. ELCO PANELMATES AND ZAMAC NMLN ANCHOR, INTO ONE �VCENB'
<br />. FLORIDA BUILDING CODE Non Nigh VelocityNMFrIGGP4 TOM
<br />13LOCW UNIT S141LL R i 1/4'
<br />9.2) CAUI A SOUR -SET ANCHORS SHALL BE EVBEDOED 7/9• INTO THE CONCRETE BLOCK UNIT. NO ►>Ig,)44 7 .wNe Ia,6BB. I.0 24 GAGE GALVANIZED STEEL STORM PANEL alr w'
<br />STUCCO SWAL BE PERMTTED. 1/4' 4--20 SCREWS USED SMALL BE 1 1/2' LONG MINIMUM SHOVE° 7 .�A EXHSr. * �• � �MflMW1 IY 1n a�
<br />AND 1' MWWVM FOR WALLS Wn14 NO STUCCO. - IL E C O HNC GLOBAL PWTECTNM. PRONCTS, U.C. 01nM
<br />Ti'�:, STATE -:
<br />8.3) T CASE THAT PRECAST STONE, OP PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS LE FOUR '`(ORI /� ✓ .NOB A. a1 anO*
<br />EXISTING WALL ANCHORS SHALL R EON° ENOUGH TO REACH 111E MAIN STRUCTURE BEIMNU St
<br />PA. \• ! .r ,A. a, r MY.,AW. w w fMML n -,
<br />S u I r UT. .n_I .. oM An-+•n "BM o»,4. 7F.A .AA (bNT.W . PT 2D-E7s
<br />AYNN w
<br />ANCMORAG[ SHALL BE AS MENTIONED IN B.,} AND IN 8.2) STONAL N a-BIX"t", sIl[T 1 HP M
<br />I/ /m1111 AL1YY PE ,1A /91N"IUAI/BNn ,y;ntl A "U." 0» 04. ,r
<br />CONCRETE ANCJNORS
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROWN 10)
<br />r
<br />LC
<br />INSTALLATION DETAILS FOR REGULAR PANEL i1 )
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />_QSIT_
<br />CONCRETE
<br />00 _
<br />BLOCK RCiNBLOCN
<br />RLQUMEDCONRTGasoRCOLMLD.
<br />AN(fEE 9CNmUlE ON ` EXISTING POURED
<br />R _.0 SNLE75 9 THROUGH i0) / - O OONCRETE OR
<br />( U Ta
<br />-__ -____ -
<br />1
<br />1-101
<br />E _--._.._- 0 : -..A. T:..
<br />I SEPARATION I
<br />ro GLASS, I
<br />ExlST91Gr,R� (SEE SCHEDULE I
<br />OLA95 I ON SHEET 3) I
<br />I U
<br />1 I
<br />CONCRETE ANCHORS , ` ,� I_.
<br />ON i
<br />6N1 T-47
<br />1' Ma.
<br />I PANEL LENGTH
<br />(SEE SCHEME
<br />ON SHEET 3)
<br />(sEE sc11Ev xE 1 t-
<br />SHEETS I THROUGH Ilm
<br />I Sox
<br />5i /. s• . I OF 1'
<br />1 Lux.
<br />LID... .; ®' I 1 4Y-xalw Itxn
<br />`/
<br />C.D. I
<br />1
<br />r
<br />I , ® y- 1/11 IUA/14 ,p 4 a
<br />.:/,• + -ED_. f._- 1x I/Y et. Y, •/ NMI
<br />;R I - I . MIT. '_
<br />i (ALTERNATE
<br />" I LEG LOCATION
<br />- I
<br />ALTERNATE CONCRE . _ � 1SIWG 90URm WNCRETE
<br />ANCHORS OR C6NCRCTE BLOCK REOUWED.
<br />(SEE SCHEDULE ON
<br />SMELTS 9 THROUGH 10)
<br />E.O.. EDGE DISTANCE ��J E-9WM�:
<br />(SEE SCHEDULE ON TOP A BORON MOUNTINGS CAN BE
<br />SHEETS 9 A I0) COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />j ON SO4M ]
<br />9
<br />1
<br />I ,t
<br />I
<br />I
<br />Goss
<br />EX WAI -YY
<br />1
<br />E.O.
<br />EXISTING PDIIEQ.
<br />RCONCRETE E ROCK I
<br />CONCRETE ANCHORS -_
<br />STAMM W/ SRIT7
<br />(SEE SCHEDULE ON
<br />SHEETS 9 TROUGH 10)
<br />caNcacrE ocx �,J�.•.m.,-
<br />1/4- REQUIRED. - _ I 3-.-WIli•w=
<br />W. _. _ _ __... CONCRETE ANCHORS ' ��%�' ' ', -
<br />(SEE SG/mILE ON • �+1/, H -__. } I
<br />. SHEETS 9 THROUGH 10)', I
<br />1
<br />EOI / 1
<br />1 I EOj.-. I (/7��7
<br />f- I l,l
<br />1.1I An,, ED. �I'll I
<br />v/ 1
<br />I
<br />1
<br />1• YaA. II*'T GLASS SEPARATION i 1. LE
<br />PANED. D SCHEDULE -.� (SEE SCHDUL 1 SMIEL THCDUL1
<br />(SEE SHEET 3) 'ON ]) i NOD Sim D
<br />I y ,..- L
<br />. t:l Exi"AD I I
<br />5011 GLASS I 1 Cl) 1-,{
<br />f /y iy/� I
<br />/ '.
<br />EA. .;.//,,,
<br />I.l 1
<br />U / . � _
<br />1j. • _1 1/2' O.0 1 .j APIl1CAAE),
<br />CONCRETE ANCHORS _. _ J 1
<br />. - .) -_1 (SEE SCHEDULE ON %' -.1- ....- ..)
<br />= __ NiS O30O�./y:
<br />EXISTING POURED E( =) AraW/ _ M CONCRETE BLOCK
<br />ARE USED. Rom.
<br />VJI 1•. .1 r A M d1`747151
<br />3kMIif)1w�
<br />INSTALLATION DETAILS FOR REGULAR PANEL i>1 INTO WOOD
<br />�' 1I ALTERNATE LEG
<br />4.... (MA.) EXI6T91G ANqpQ I - ... LOCATION
<br />SEAM REQUIRED. STRURlB,A-L
<br />ADEQUACY OF EXISTING WOW ." li
<br />BEAN TO eE CERTIFIED BY '
<br />REGISTERED ENGINEER DR Ea . - ". Il. / -
<br />®
<br />ARCHITECT PRIOR TO SMUTTER
<br />INSTALLATION, '• ANCHORS ALTERNATE WOOD ANCHORS III .- I• I -.
<br />( SCNCDULF ON (SEE SCHEDULE ON 4T11• IO "' " ,4Ap
<br />SHEET I1) SMELT „) ''1 --EO+FD-. .-
<br />mleis Mm "No' *0 wr
<br />E
<br />III
<br />( f
<br />-_I'L UI. WOODHEADER- , 11, In' .----- _
<br />EXISTING ( I ._.. _ 7 - _.- ...'__ _.. - I REOUIIED `• .. AN i 4 - IuD tln
<br />GLASS ® 1 WOOD ANCHORS I I I 1 I. • 4 1/P 6G
<br />(SEE
<br />44E'TSC'FWLE ON �.. %tM �li j /�
<br />-1 OLASS.(SFF I lJ 1 -� I ``% 1 I SCHEDULE I UHY)BF+' Min. SEPAAM3FTDN To CLASS, i
<br />1 ON SHEET 3) I 9a IAn r
<br />I ,/ - ----! 4 -' PA/[I. lva r (.5fi SCIEOULF ON 519,Er ]) 1 `/4 •BLn1� 1• MAT(
<br />NOON E )� j 'k, [ 1 VAN f ' PANEL U:NOT11
<br />I I PARR LENGTH :.. _-
<br />- -
<br />... -_ 1' / 1 M nA ma (SEE SCHEDULE
<br />L-__- .._.. .... .._. (SEE SCHEDULE Ex _.________ _ ._.. ___.:.. ._ `. .I -- NET 3)
<br />I - ( i ) M•A1 tAe1 T� ON fN
<br />-. ql __-.. - . 1 ON SHHEET J) GUlSS -"l
<br />(-- (�7 j $GUILE
<br />1 ''�' DOW I I .� OF 1-
<br />I i ,(� OF 1• I 1 1 MA,X.
<br />MAX
<br />I • 12 1/2- O.C. ! ,
<br />FO
<br />NO F 1.. I I _ ,I
<br />p,N-IANr
<br />I
<br />i � IHOO Ian
<br />ALUnU I -.. L I F1. .. r W a 1/4' O.0
<br />.__.._ -.- L ._.-._-_ MCR REoO Y.4' WOOD PIA _ �; ANCHORS
<br />YI000 ANCHORS 1. __ -_._. _ RfQU1RE0 I 10�I LSF.L SCHEDULE am
<br />SHEET 1 1)Ii (SEE SCHEDULEpULL ON _ s _ , - _._. _ .. 3/4' ' 91EkT 11)
<br />--2• MITI.-- - - - -- '
<br />GILD-OLIT MOUNTING
<br />ALMRMATrA
<br />ALTERNATIVE 4W
<br />SCALE
<br />HINNH BONE ]/e-,•
<br />DER 46 ft
<br />.La'',.%GEN'te f.
<br />NOTE_ FOR COMBINATION DF SECTIONS; # . 11 NO. 44187 •'• FLORIN BUILDING CODE Man High Velocity Numcons Zone)
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. ALSO
<br />TOP k BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING pA.f) AND PANEL LENGTHS S1i1TEOF 7 R°'0TM'W°'.c 24 GAGE OALVAIIZED STEEL STORY PANEL �"'w,
<br />COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET3 � `_...
<br />INSTALLATION. 2. FOR NEV WOOD FRAME CONSTRUCTION: WOOD IS 0A1,," "i0•�,.N1vt • • -_:r: _ ,. _ �v n/nnaR
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC "YIy .. _.. . _ 1L E C O INe. ��� N �• an.
<br />DENSITY of 0.55 OR EQUAL. „4�NA� „E"N ALz. �, ;:'",FBI"» m GT a ` '. 06N)I0- F61I JXFFFMi.6.>.M.n7 zo-ns
<br />Pl, IWJ•ON"ILA[/OUt G-000Rn r OIMVi° 6.
<br />1CI1 A II Ar., lA aMn l OI n
<br />_41-I
<br />N
<br />N
<br />r-
<br />Cn f N .I--+
<br />U
<br />a) Q O
<br />C Cu -0 �
<br />.m 5 � Cn '�^
<br />C = Co -
<br />CD -I 0 cu^
<br />C O O ' �= W
<br />C !� O LL
<br />'CV O \V O
<br />.=r _0 E ^' Q
<br />-0 .- co A<
<br />CI
<br />N
<br />f0 LL
<br />' N 4
<br />cc L. Lu
<br />©�o
<br />V 2 n C
<br />Z = M U CI
<br />lN
<br />TJ am >C
<br />N C L.
<br />TO tp
<br />N 'p (-�, .0
<br />LI)-C N N 10
<br />3C u5 Cu, ]C
<br />°3 c_ y as
<br />C-
<br />.= c
<br />G7 ,7 .z
<br />� II
<br />cc 3 3 m
<br />w �
<br />_N 17 u a
<br />i L_ [�
<br />3. C" AC T
<br />" a •=
<br />C E
<br />R U
<br />CO
<br />Cn n�,A
<br />W
<br />CD
<br />_0) =
<br />O
<br />CDL
<br />U) CL
<br />CD U
<br />0
<br />m L_
<br />0-
<br />0 'a)//I�
<br />B' V J
<br />W
<br />BBBBI
<br />W
<br />= Z
<br />Z
<br />Q
<br />J
<br />L1
<br />SHEET NO.
<br />SH 1.3,
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR 'I (ft.) 0
<br />MAXIMUM ALSO. CONCRETE ! WDOD
<br />OEM
<br />PRESSURE RATING INSTALLATIONS t
<br />(P...1.) (+ N, -) Rd Lr ..
<br />2120 14v ID'-0'
<br />210 12'-lo- 71'-r
<br />J00 I1'-e• tw_7'
<br />JB.O 101-10' 9'-9'
<br />400 a'-$* e'-2'
<br />0G _ r-, • a'-r
<br />50.0 a=7. a-r.
<br />- SELO - 8-3- r-I' -
<br />Sao a-- - ra•
<br />A&C, 7' I r-2-
<br />-- Mo i 11-1. 0'-11•
<br />)SO _ r-r- ;t-e•
<br />Sao r-o' a'-s'
<br />85.0 7-0• G'-3•
<br />90.0 61-/1 ' B.-I.
<br />030 I'-7• 3'-10'
<br />too.o e'-J 5'-r
<br />Imo 6'-3' 3'-4•
<br />five - r -
<br />IF3.0 - •'-IO'
<br />116.41 4•-N,
<br />MINIMUM SEPARATION TO CUSS SCHEDULE
<br />MAXIMUM *AD SPEED 4 170 III WIND SPEED > 170 m.PN
<br />PANEL IDIOM
<br />(in) UNRLSTIk"M RESTRAINED UNRSTRANO RSTRAII
<br />30 DR LESS I' I. 9' G 1/4'
<br />- >33 70 90 I. I. 7 1/7- 7 1/2-
<br />>e0 TO 145 I. 1• 7 I/2' 7 1/7•
<br />>143 10 , I I' 1' - 7 1/2'
<br />MINMUM PANEL LENGTH (In) FOR A OMEN MOUNTING CONDITION
<br />®'®°f® I .
<br />1_ t-J_. _ 'A_ r i
<br />-tTt:4I,, � �
<br />i 1_1- -- -- , 1- -�_ _ 1_I-( lI .
<br />fI�� 1I�- _1_U__
<br />UNBOLTED PNglS { I '. BOLTED PAELS W/ 1 N-20A1• li I
<br />(SEE SE CTIONS AS .$. M.S_ BOLT W/ d • EA WERLAP
<br />APPLICABLE) (SEE BLCTO M AS APPLICABLE)
<br />I I I I,,, 1. 11 1 9 I I I 1 I I i
<br />i I
<br />D.M..( . ®. I
<br />_ . _ I
<br />- - - - - - I
<br />- e O O O -__1 _)
<br />@of@ - .,5.- MAX I __!' MAX
<br />-rMTN. ; 2/4 1/41 3/4, 4/55/5 f 6/5I'"
<br />iL 1WIS. 2W/61 3W/7 A 4W/7
<br />REGULAR RM PANEL AT ON
<br />ANCHORS (SEE SGmIU RON SHEETS 9, TO A11)-
<br />(D ELA��.]!. 1/4" M. GAP
<br />2.9er f_
<br />(Wt.O� .) "I Mmum -'rINI
<br />1.5'x1 !• wiI NOD-o'
<br />T�H OIN[H:T T' •U' 9T D 'i' Y TRACK IN."wEN4 MOUNT HEADERIHEIDDt NIGLC TRACK 4f/,+ •Too[
<br />- DIRECT MDAR 46' 32' 32• 35• 1. 1• so,
<br />1LE TUD
<br />14 1.S,1I SANGTUO 3B• 32' 3Y 3242' '. AA•
<br />f T• TRACE 55' 32' 1. 42' 67' GO' SO'
<br />ix 1.
<br />32' 32.3r a0' SG' S660' S6' 1.
<br />PM
<br />GAP Ta I SECTION A -A ��
<br />N.T 6.
<br />A1mm
<br />(1) L+. YN
<br />L Mo
<br />(2) PW=
<br />CM04 A
<br />(3) SEE SCHEDULE BLOW FOR FBI PANG LANWH FOR ICR061IY OLALW"rOk.
<br />MPAlAYXM INTO WOOD ARE LWf M TO Y 95 0..1 MAX VISA. DEMON PRESSURE RATIO
<br />F - VL`crW - FLORIDA BUILDING CODE Non High Velootty HIM cons Zone)
<br />* • D. 44167 .. j ex" TXn' .c. 24 III GALVANIZED STEEL STORY PANEL IF w•..
<br />. III
<br />1l. TATEOF �_ * Ts'7Lp -11 IIL ECOIN6. AL PROTECTION PRODUCT$
<br />"n'0 E
<br />�F ., ()RIUA f(,4' /- / -s(7 N. aOA WWaAa A AIM •°pODWNc��L 1]971{ T
<br />)ySS/ • ... • • G�A1N / H-. ".." HOE: 0""-7N. FAA, "No -am 20-175
<br />4'iryh N� G IR".Yq w4 r aWRO N"
<br />IINY T+E/AMIF A W., IIIW •IQI ] O N,
<br />INSTALLATION DETAILS FOR REGULAR PANEL (1)
<br />INTO WOOD STRUCTURES __
<br />"- •- ,I �,: WQoo ANCHORS . �. IIII . I;' ..-.--�A� -.__ I -O_. _'_____ I
<br />"' - 1''I, ;' E SCHEDULE ON '`' v4'P-N11r 1 (SEE SCHEDULE 1 I/4Y-arr
<br />'� ""- II SHIFT 11) . f 9.T,.ZO NFAB aan 1 ON SHEET >� I .d n r
<br />I 3 ; -_- _ = f wwN�. n
<br />wooD HEADER ` 1 , ,. 11 _._ ._ .) fxLTnEN. j + .. .. . . _._ 1" Mm.
<br />1 1'+ANEI tLNDT
<br />REOUIIKD 1 1 O MOOD ANCHORS L I. r :II _- ' ° =` :._.... -:..-..:�__ _::__ __ _ i _ (SR SCREINIII
<br />,I j ,' 1/4. (SUE SCHEDULE ON 1 � __ ON SHEET , FOR
<br />__ SHEET 11 QI SPACER "
<br />YAx
<br />/2I � $vALa I 1 OF 1
<br />._) /I '• .I 1 I I _ TOOTH I MAX
<br />'t2'. ,, 1 -1 N HYOID EHFJIDER 1 ED _ - -_-__
<br />1
<br />-.
<br />i
<br />1 - I
<br />I I I t 4- 1 ----__ I
<br />Ir �j,1 MA%. LONG AL LAM SPACERS • 12 1/2-
<br />.. I �� I I .. !I 0C. (SEE TABLE /I ON SHUT 11.)
<br />' ' ' SEI NOTE •. BELOW MR LIMITATIONS FOR
<br />W. 1 1 fffff-----���'L- MAX lI l 'I 1 1/2' LONG SLEEVES.
<br />1 513AAIAION I _ V 1• MAX.MA71� I PANEL LENGTH I� 10 GLASS"PANEL LENGTH I II
<br />1 (SE[ SCMEDULF I (SEE SCNEDt" 1 I (E yCEME -. ', I. _PANEL MATE FfT4ALL D DR PANEL MATE
<br />I ON SHEET 3) I ON SHEET 3) ON
<br />I f _ H S.S. aGn 4 I I 11 PLUS (LEE saEOLAE G1 SWEET l t)
<br />OA7� L Min. I �` ( ,
<br />EXISTING I ! .. N oN�wa T-h GLASS -11 To i J,..-.\\ aATF WOOD
<br />En
<br />�A95 I I I i DIE L I DIRECT MOUNT W/ SPACER
<br />P4 --- --k-_ 1 � * , .. �; ALTERNATIVE 2W' �.
<br />SCALE 3/8.1•
<br />1 - I SEE TABLE /1 ON SHEET 11 FOR MAX. PANEL LENGTHS A
<br />I 504 1 1 • 12 I/2" O.C. A3 I 1 ��jy, DO .. '! 1 A/A71. .D OESIGII LOADS FOR iM4 INSTALLATION.
<br />1
<br />I- ' - 1 WOOD ANCHORS I * * 11=
<br />STAGGERED w/ snD II) - L __ " _- _ - L_ -_. 1 I rA (S $1L'M[DU.E DN ... M Wr R I 'Ir VINO Ie
<br />-R iI I li ) (1) NOULLV W 6 UW= /0 A CAR IN" MALOWN WAN 16-0-
<br />PLATE RCOUDIREb . * I :' i NIR•M MG �O OOWADIILrMDOW M°°W"= IIOM NW
<br />WOOD ANCHORS I• Mk SWAMIR TO AFAR eOdTm I I 1 } W000
<br />' 1 • $7AOGI RED W/ SIUD M OW 3 WTI R RmUCm 10 1/O M ' L. , _ . 101' E REWIRED M) AOOC M GRa TIM WIWOIOR M VA4 WRNOWT 0 a(SEE SCHEDULE ON TOM AI IWFOND"O Ca0Ro1• M Pon im RA6) WARM R it 1/2 MMMAt N 6 tie G.C.
<br />... _ SI M 11) ocivm WRH 1 fcim Is} 1pFwI.TON P�1 t9 In• GC. XAQiY tie
<br />a1
<br />(1) wmm AN go" PIOFIR,
<br />MnN M .6. -4S µl. (3) VAL 24 9%9 MO6 LOIN" • LMO 10 N• A ANY OPINION
<br />' (7) YAIOP.Y wOW FWIp IWNIH e 6 A 1 pornwnm "M VAM PANEL loom IUam M
<br />7L
<br />yyF1��,�L yLy�y�IaI�. I I (All 1/9' IIXN fMM fol•OOR eM TINE R Y NOVAS a
<br />aOal`afRla.Ia9a[ W SIOI.1 MOIa ,41NWAlON • ONLr 91lSi L "MYAOM OI 1 ,n• LOO arNCOO tw In ma.
<br />ALTERNATrvE 1 W M0 4. OOS1.N WOOD IRMeE WALL SCALE ]/6., MAMA Pal .M TWO 1. a AO 3 At Wro"S •r A81Y
<br />SCAE 3/e-1- (A) 4NNMAT m .up ONLY "M VINO I aaat-IIDMOM AO 1K a112D (7A a"" OF THE T1aN.
<br />Z,n I. 14 3 PFa A.IY IT NI a am 1
<br />1TRS-M. MN [_._.__L_'___'-
<br />IIQ7FS 4*�,t0z.��i,
<br />Ea '''• : e
<br />FLORIDA BUILDING CODE Non High VelocityHurrlcon• Zone
<br />NOTE FOR COYBINATON OF SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. :• NO, 44167 °�RL1�0''"L 24 BALE GALVANIZED STEEL STORY PANEL AA.
<br />DESIGN PRESSURE RATtNG (p.I.f) AND PANEL LENGTHS Ill * , 111, C Ir = DINT W.
<br />TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR s 1: a
<br />COMBINED IN ANY WAY TO SUIT A14Y ALTERNATE 2V STATE OF C GLOBAL PROTECTION PRODU U.C.INSTALLATION. )�O r _ _ NIL E C O INt. ..Be ar 6, NRn C15. ONE
<br />2. FOR NEW W000 FRANC CONSTRUCTION: WOOD '` • �ORIOt';:• fi Zv 11M r. r Y.WN. n 6AAIL 2 riiu
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC Ni%•.•••...11 ^^ Ixlm��- An-I.n nNNcI f96T)Nr••1RN6. FA, tw.>,.9.6747 20-175
<br />DENSITY OF 0.55 OR EQUAL. AbIN/BR4 tuAr/an G` OUMI• r AMMAWAMMI eRNR.N M
<br />W1L1R A W. k 'M INRI a O 19
<br />DIEM AI NOTES
<br />AMRn 40. 4Wri.Y ,rT: fRP9rV • 2 /YYO f1eRa FWFSLwE. (t) ID lELS➢OG Y/OGO fMFE sP� f6AV�._G..• 0.56 IaN.:.
<br />1. STORY PANCE SF/QR61 ON I4S PRODUCT EVILUA710N DOCUMENT (P.LD.) 1u5 BEEN VERIFIED FOR COMPLIANCE R+ ACCORDANCE - 1/A•a TAPCON ANCHORS, AS WMNACIURED Br IT.IF BUIDEA. INC
<br />W14 THE 2020 (7Lh EDITION) Or THE FLORGA BUILDING CODE THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH-'14-10 PANCIAATE FDAALE ID VINO PANEEAMIE PLUS ANb10R5, AS MANUFACTURED BY ELCO CONSTRUCTION PROOW:TS,
<br />VELOCITY HURRICANE ZONES (1N4M-DARE / BRDWMD COUNfR:S). - 1/4'a LAG SCREWS t'+pi NOS
<br />WI BE P 1 THE . i A C WINO D[SIC1R ND I.MAS STILT. DEPERMNED A$ PER SECTION S). OF L ABO.E YENT101E0 CODE OR BNiH
<br />- 7/16'4 . 5/9' WOOD eu9htl0, AS OSIRIBIRW BY ALL P(X41T SCREW. BOLT A SPECAItt CO.
<br />P F A F THE WNFAE STORM PANEL WILT R INSTALLED, VINO FOR D6ECIIOMALJtt ACTOR
<br />SPEED AS 11EDIIFEQ O HE AJR,STIICIION ALL.ED,
<br />MD•0 7-1 N ME MAXIMUM AS I DESCH RERATINGS 63 USING ASCE BAND SHALL 0 ExCEN OESIC PRESSURE INDICATED ON SHEETS C t M T INTO T + 1 F P ( )) NM1Ul/ UMAUE FEMALE
<br />ALE (OA ON N ° 1r0100 OF MOON ANc11oRs STALL BE /T AND ? tM fLCO ANELAuiE PLUS
<br />X 9 DER 12 • 17, 16, AND PNNELMALE FEIAALC D
<br />IN ORDER TO vERtRY THE ABOVE CONdnoN, ULt1WTF DESIGN WIND .ENDS DE7E/•4NE0 PER ASCE 7-1e SHIALI R FIST
<br />REDUCED TO AS 0. DESIGN PRESSURE RATING BY MUL.tIPLYING THEM BY 0-6 IN ORDER 10 COMPARE THESE W/ MAX (ALSO) C 2) MINIMUM TREADED PENEIMTWM OF LAC SCREW, INTO THE WOW FRAME UM SMALL BE 1 1/2' NO THREADED
<br />DIESIGN PRESSURE RATINGS INDICATED ON SHEETS X 9 TRU 12 A 17. 18. PENETRATION INro STUCCO SHALL K CONSMO M AS PART OF THE KVMM THREADED PENETRATION
<br />IN ORDER TO VfRPFY THAT ANCHORS ON THIS III AS TESTED WERE NOT OVER STRESSED, A 337E INCREASE IN Ail OWA91.a.
<br />STRESS FOR VBNIF LOADS WAS tl0I USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS RON OFTTTUN/ND IN II MNMUFM 1I DISTANCE OF LAG SCREYA6. INTO WOOD SHALL BE AS INOCATFD NN THIS OIUWNG
<br />ACCORDANCE IMH N.D.S. 20, 6.
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RIMPANCE HAS BEEN VEIRIM HI ACCORDANCE W17N SECTION 1609.1.2 OF CA) MIMKW PENETRATION OF WODD BUSHINC SMALL BE S/8• 1/4' 9-20 SCREWS USED SMALL R 1 1/2' LONG MOMWM
<br />THE ABOVE MENTIONED CODE AS PER AWRWM'4 TEST LAB OF SOUTH FLORIDAIIFPORM JW14EXIST.
<br />.01-01 AND #0219.02-09. AS SHOULD STUCCO T. AND I' MMMM FOR WALLS WIT NO STUCCO.
<br />PER _10 12-99 A ASTM E 330-02 STANDARDS. AND AMERICAN TESTING LAR SOUTH FLORIDA REPORT /117301-I0 AS PER
<br />TAS-20, AND TAS-2W PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE C.S) IN CASE THAT PRECAST STOW, OR PRECAST CONCETE RPANELS, STUCCO OR BE WOOD BOARDS FOUND ON DIE COSTING
<br />FLORIDA BUILDNC CODE WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE WHINO SUCH PANELS.
<br />ANCHORAGE SMALL BE AS MENTIONED IN C I), C 7) Al CA)
<br />2. ALL ALUMNUM EXTRUSIONS TO BL 000-10 ALLOY AND TEMPER (UNLESS OTHERMSE NOTED) SEE SHEET 2 (0) ANCHORS SHALL BE INSIALEO FOLLOWING ALL OF THE RECOAOAEMOAnM$ AND SPEC,Wf4AIIM& O THE ANCHORi 1AANUFACTURER
<br />3 AL ALUMINUM SHEET META USE° AT CLOSURTS SHALL NAVE 3101 Ells ALLOY . a PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAXS SHOWN ON SECTION I THMAI 6 (SHEETS 4
<br />4, ALI HEET STEEL SMETAL PANELS SHALL HAVE SI UCTUIMI QUALITY STEEL. ASIM A-553 GRADE 60 MNIMUY, G-013 GALVA/R2ED THROUGH 5) EXCEPT THAT HEADERS ® A(D SHALL NOT BE USED.
<br />$TELL LESIGNA110N W/FY- 92 2 LAN (AFTER ROLLED). 9 IT SHALL 8F TM: RESPONMM OF THE CONTRACTOR TO VERITY THE SOUNONESS OF THE STR)CRME WHERE SHUTTER 15 TO BE
<br />5 ALL SCREWS TO BE STAMLLSS STEEL 304 OR 3t6 ASI SERIES OR CORROSM RDSII COATED CARBON STEEL AS PER Dw FDA TO1NRURE PROPER ANCHORAGETHISSHUTTER SHALL ONLY KALIGNED TOCONCRETE BLOCK OR woad FRAME
<br />INGS
<br />500I8 W/ 50 64N YIELD MRDia4 AND 90 " TENSILE STRENGTH AND SMALL COMPLY W/ FLORIDA 9I AIDING CODE SECTION
<br />7411 33.4. 10 EACH REGULAR STORM PAI MT LENGTHS OVER 90' AS PER SECTIONS 1, 2, A. S, 6 AND ALTERNATIVES IW, 3W A 4W ON
<br />SMELTS 4, S. 6 A 7 RESPECTAELY; SHALL NAVE A LEGIBLE AND READILY VISIBLE MAFWWG INSTRUCTING CWNER OR TFMANi TO
<br />6. BOLTS TO BE ASTM A- 307 GALVANIZED "EEL, OR AM -10. SERIES STAINLESS STEEL. WITH 36 MPI MINIMUM YIELD STRENGTH SECURE PANELS WITH APPUCASS RENFORCEMFNI DURING PERIODS OF HURRICANE WARNING
<br />7 ANCHORS TO WALL SHALL BE AS FOLLOWS. It. ME INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SFMIER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT ARM
<br />(A) G_POL
<br />E BUILDING T'O PREVENT WINU/RAW INTRUSION
<br />�Eld$ilN+Rrn THECDNCTSIT�
<br />- 1/4'0 TN•CON ANCHORS AS MANUFACTURED BY I.T.W. OVILDEX. HNC III fB-3197 P.RN.) 11 STORM PANEL INSTALLAEION SHALL COMPLY MT SPECS INDICATED IN THIS DRAMNG PLUS ANY BUILDING AND ZONING RECULAnONS
<br />- 1/4' • . 7/r CALK -IN ANCHORS. AS MANUFACIUNED BY DfW4LT INC PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />,/4Y . 300 POLIO -SET ANCHORS. AS OISiR10UlE0 BY NI PONT SCREN, BOLT A SPECIALTY CO 13 (a) THIS PRODUCT EVAL.UATON OOCUMENT IF ED.) PREPARED Bf THIS ENGINEER IS GENENC ANC, DOES NOT PROVIDE W"WAkTION
<br />EMIT. 0 PANIE0 ATT FOR A SRC SPECFIC PROJECT. I.F. WHERE THE WR CONDITIONS DEVIATE FROM THE P.I D
<br />- f 14-10 PANELWTC FDIAIL p ! PANEIaATE PLUS ANCHORS. AS MANUFACTURED BY FLCO ODNSiRLKf1oN P11ODUCf5.
<br />- 1/4'4 ZAMW MAKIN ANCHORS, AS MANUFACTURED BY DCWALT. INC (D) CONTRACTOR TO K RESPONSIBLE FOR 1HIC SELECTION, PURCHASE AND INSTALLATION AICLUONG UrC SAFETY OF " PRODUCT
<br />THIS P. M T
<br />A t) MINIMUM OR ZAMfM OF INCH ANCHORS ONTO P'OIR,jO CONCRETE SHALL R 1 3/4', 2' rOR E1C0 PANEEWTE VINO BASED ON K ED AT SITE
<br />I HE4 SHE DOES NOT Ot1M1E FROM H CONDITIONS DETAILED ON 11115 DOCUMENT
<br />I ]/+' FOR ZAMAC MAIN ANCHORS CONSTRVLTION SAFETY AT !RE IS THAC CONTRACTOR'S RESP'ONSIBILRT
<br />A.2) CALX-N k SOLD -SET ANCHORS SHALL R EMBE°OFT) 7/SINTO THE POURED CONCIEIF- NO CIA DIM NVi0 (c) TITS PRODUCT EVALUATION DOCUMENT wXA 9C OoNSIOERED WALE, I LIOD61E0
<br />STUCCO SHALL BL PERMITTED. 1/4• 0-20 SCREWS USED SHALL R 1 1/2" LONG MINIMUM SHODU0 STUCCO EXIST, (0) Slit SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER ON ARC14TECT WHICH WILL BECOME ME
<br />AND I• MNUUM FOR WALLS MTN NO STCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. ENGINEER OF RECORD (E OR) THE
<br />FDR E PRAND WHO WILL BE RESPONSIBLE FTHEOR E
<br />BUT WIT MNC NUTS PROPER USE OF THE P E 0. OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE
<br />P.E.D. EN41M'ER, SHALL SUMNn 10 III LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW.
<br />A3) 44 CASE INAT PRECAST $PONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />EXISTING WALL OR FLOOR, ANCHORS SHALL fit LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS (4) INS /C.O. SHIN BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFCSSIOI
<br />ANCHORAGE SHALL BE AS MENTIONED IN AI) VINO IN A2). ENGNEER OF RECORD THAT PREPARED IT
<br />(B) TO_LXISTNGSOE10fum-Nam WALL AS,M C-eO 14. SHUTTER WWUFACnIKA'S LABEL SMALL BE LOCATED ON A READILY YNEILE LOCATION AT STORM
<br />- 1/4. 4 TAPCON AMC"CPS AS MANVFACIIAEO ST I T W RUIIDCX. INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 170942 OF FLO" SULDR40 CODE ONE LABEL
<br />1 4" • . 7 tl' CALx-IN ANCHORS. AS 4AWIFACTUREO RY DEWALI. HNC SHALL BE PLACED P011 EVERY OPENMNC LAIIEUNG TO COMPLY WITH SECTION I7M9.J OF TE
<br />- 1/4'P X 3/4' SOLD -SET ANCHORS, AS DISTRIBUTED BY All PORT SCREW, BOLL A SPECIALTY CO FLORIDA euLaNc CODE
<br />- 114-10 RANELWTE FEMALE D AND PANEWATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION P 11111T11
<br />- 1/4' 4 'ZAAIAC NAIUN ANCHORS, AS MANUFACTURED BY DCWALT, INC �rcP A...
<br />8.1) MINIMUM EMBEDMENT OF TAPODN ANCHORS. ELCO PANELMATES AND ZAMAC NMLN ANCHOR, INTO ONE �VCENB'
<br />. FLORIDA BUILDING CODE Non Nigh VelocityNMFrIGGP4 TOM
<br />13LOCW UNIT S141LL R i 1/4'
<br />9.2) CAUI A SOUR -SET ANCHORS SHALL BE EVBEDOED 7/9• INTO THE CONCRETE BLOCK UNIT. NO ►>Ig,)44 7 .wNe Ia,6BB. I.0 24 GAGE GALVANIZED STEEL STORM PANEL alr w'
<br />STUCCO SWAL BE PERMTTED. 1/4' 4--20 SCREWS USED SMALL BE 1 1/2' LONG MINIMUM SHOVE° 7 .�A EXHSr. * �• � �MflMW1 IY 1n a�
<br />AND 1' MWWVM FOR WALLS Wn14 NO STUCCO. - IL E C O HNC GLOBAL PWTECTNM. PRONCTS, U.C. 01nM
<br />Ti'�:, STATE -:
<br />8.3) T CASE THAT PRECAST STONE, OP PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS LE FOUR '`(ORI /� ✓ .NOB A. a1 anO*
<br />EXISTING WALL ANCHORS SHALL R EON° ENOUGH TO REACH 111E MAIN STRUCTURE BEIMNU St
<br />PA. \• ! .r ,A. a, r MY.,AW. w w fMML n -,
<br />S u I r UT. .n_I .. oM An-+•n "BM o»,4. 7F.A .AA (bNT.W . PT 2D-E7s
<br />AYNN w
<br />ANCMORAG[ SHALL BE AS MENTIONED IN B.,} AND IN 8.2) STONAL N a-BIX"t", sIl[T 1 HP M
<br />I/ /m1111 AL1YY PE ,1A /91N"IUAI/BNn ,y;ntl A "U." 0» 04. ,r
<br />CONCRETE ANCJNORS
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROWN 10)
<br />r
<br />LC
<br />INSTALLATION DETAILS FOR REGULAR PANEL i1 )
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />_QSIT_
<br />CONCRETE
<br />00 _
<br />BLOCK RCiNBLOCN
<br />RLQUMEDCONRTGasoRCOLMLD.
<br />AN(fEE 9CNmUlE ON ` EXISTING POURED
<br />R _.0 SNLE75 9 THROUGH i0) / - O OONCRETE OR
<br />( U Ta
<br />-__ -____ -
<br />1
<br />1-101
<br />E _--._.._- 0 : -..A. T:..
<br />I SEPARATION I
<br />ro GLASS, I
<br />ExlST91Gr,R� (SEE SCHEDULE I
<br />OLA95 I ON SHEET 3) I
<br />I U
<br />1 I
<br />CONCRETE ANCHORS , ` ,� I_.
<br />ON i
<br />6N1 T-47
<br />1' Ma.
<br />I PANEL LENGTH
<br />(SEE SCHEME
<br />ON SHEET 3)
<br />(sEE sc11Ev xE 1 t-
<br />SHEETS I THROUGH Ilm
<br />I Sox
<br />5i /. s• . I OF 1'
<br />1 Lux.
<br />LID... .; ®' I 1 4Y-xalw Itxn
<br />`/
<br />C.D. I
<br />1
<br />r
<br />I , ® y- 1/11 IUA/14 ,p 4 a
<br />.:/,• + -ED_. f._- 1x I/Y et. Y, •/ NMI
<br />;R I - I . MIT. '_
<br />i (ALTERNATE
<br />" I LEG LOCATION
<br />- I
<br />ALTERNATE CONCRE . _ � 1SIWG 90URm WNCRETE
<br />ANCHORS OR C6NCRCTE BLOCK REOUWED.
<br />(SEE SCHEDULE ON
<br />SMELTS 9 THROUGH 10)
<br />E.O.. EDGE DISTANCE ��J E-9WM�:
<br />(SEE SCHEDULE ON TOP A BORON MOUNTINGS CAN BE
<br />SHEETS 9 A I0) COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />j ON SO4M ]
<br />9
<br />1
<br />I ,t
<br />I
<br />I
<br />Goss
<br />EX WAI -YY
<br />1
<br />E.O.
<br />EXISTING PDIIEQ.
<br />RCONCRETE E ROCK I
<br />CONCRETE ANCHORS -_
<br />STAMM W/ SRIT7
<br />(SEE SCHEDULE ON
<br />SHEETS 9 TROUGH 10)
<br />caNcacrE ocx �,J�.•.m.,-
<br />1/4- REQUIRED. - _ I 3-.-WIli•w=
<br />W. _. _ _ __... CONCRETE ANCHORS ' ��%�' ' ', -
<br />(SEE SG/mILE ON • �+1/, H -__. } I
<br />. SHEETS 9 THROUGH 10)', I
<br />1
<br />EOI / 1
<br />1 I EOj.-. I (/7��7
<br />f- I l,l
<br />1.1I An,, ED. �I'll I
<br />v/ 1
<br />I
<br />1
<br />1• YaA. II*'T GLASS SEPARATION i 1. LE
<br />PANED. D SCHEDULE -.� (SEE SCHDUL 1 SMIEL THCDUL1
<br />(SEE SHEET 3) 'ON ]) i NOD Sim D
<br />I y ,..- L
<br />. t:l Exi"AD I I
<br />5011 GLASS I 1 Cl) 1-,{
<br />f /y iy/� I
<br />/ '.
<br />EA. .;.//,,,
<br />I.l 1
<br />U / . � _
<br />1j. • _1 1/2' O.0 1 .j APIl1CAAE),
<br />CONCRETE ANCHORS _. _ J 1
<br />. - .) -_1 (SEE SCHEDULE ON %' -.1- ....- ..)
<br />= __ NiS O30O�./y:
<br />EXISTING POURED E( =) AraW/ _ M CONCRETE BLOCK
<br />ARE USED. Rom.
<br />VJI 1•. .1 r A M d1`747151
<br />3kMIif)1w�
<br />INSTALLATION DETAILS FOR REGULAR PANEL i>1 INTO WOOD
<br />�' 1I ALTERNATE LEG
<br />4.... (MA.) EXI6T91G ANqpQ I - ... LOCATION
<br />SEAM REQUIRED. STRURlB,A-L
<br />ADEQUACY OF EXISTING WOW ." li
<br />BEAN TO eE CERTIFIED BY '
<br />REGISTERED ENGINEER DR Ea . - ". Il. / -
<br />®
<br />ARCHITECT PRIOR TO SMUTTER
<br />INSTALLATION, '• ANCHORS ALTERNATE WOOD ANCHORS III .- I• I -.
<br />( SCNCDULF ON (SEE SCHEDULE ON 4T11• IO "' " ,4Ap
<br />SHEET I1) SMELT „) ''1 --EO+FD-. .-
<br />mleis Mm "No' *0 wr
<br />E
<br />III
<br />( f
<br />-_I'L UI. WOODHEADER- , 11, In' .----- _
<br />EXISTING ( I ._.. _ 7 - _.- ...'__ _.. - I REOUIIED `• .. AN i 4 - IuD tln
<br />GLASS ® 1 WOOD ANCHORS I I I 1 I. • 4 1/P 6G
<br />(SEE
<br />44E'TSC'FWLE ON �.. %tM �li j /�
<br />-1 OLASS.(SFF I lJ 1 -� I ``% 1 I SCHEDULE I UHY)BF+' Min. SEPAAM3FTDN To CLASS, i
<br />1 ON SHEET 3) I 9a IAn r
<br />I ,/ - ----! 4 -' PA/[I. lva r (.5fi SCIEOULF ON 519,Er ]) 1 `/4 •BLn1� 1• MAT(
<br />NOON E )� j 'k, [ 1 VAN f ' PANEL U:NOT11
<br />I I PARR LENGTH :.. _-
<br />- -
<br />... -_ 1' / 1 M nA ma (SEE SCHEDULE
<br />L-__- .._.. .... .._. (SEE SCHEDULE Ex _.________ _ ._.. ___.:.. ._ `. .I -- NET 3)
<br />I - ( i ) M•A1 tAe1 T� ON fN
<br />-. ql __-.. - . 1 ON SHHEET J) GUlSS -"l
<br />(-- (�7 j $GUILE
<br />1 ''�' DOW I I .� OF 1-
<br />I i ,(� OF 1• I 1 1 MA,X.
<br />MAX
<br />I • 12 1/2- O.C. ! ,
<br />FO
<br />NO F 1.. I I _ ,I
<br />p,N-IANr
<br />I
<br />i � IHOO Ian
<br />ALUnU I -.. L I F1. .. r W a 1/4' O.0
<br />.__.._ -.- L ._.-._-_ MCR REoO Y.4' WOOD PIA _ �; ANCHORS
<br />YI000 ANCHORS 1. __ -_._. _ RfQU1RE0 I 10�I LSF.L SCHEDULE am
<br />SHEET 1 1)Ii (SEE SCHEDULEpULL ON _ s _ , - _._. _ .. 3/4' ' 91EkT 11)
<br />--2• MITI.-- - - - -- '
<br />GILD-OLIT MOUNTING
<br />ALMRMATrA
<br />ALTERNATIVE 4W
<br />SCALE
<br />HINNH BONE ]/e-,•
<br />DER 46 ft
<br />.La'',.%GEN'te f.
<br />NOTE_ FOR COMBINATION DF SECTIONS; # . 11 NO. 44187 •'• FLORIN BUILDING CODE Man High Velocity Numcons Zone)
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. ALSO
<br />TOP k BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING pA.f) AND PANEL LENGTHS S1i1TEOF 7 R°'0TM'W°'.c 24 GAGE OALVAIIZED STEEL STORY PANEL �"'w,
<br />COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET3 � `_...
<br />INSTALLATION. 2. FOR NEV WOOD FRAME CONSTRUCTION: WOOD IS 0A1,," "i0•�,.N1vt • • -_:r: _ ,. _ �v n/nnaR
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC "YIy .. _.. . _ 1L E C O INe. ��� N �• an.
<br />DENSITY of 0.55 OR EQUAL. „4�NA� „E"N ALz. �, ;:'",FBI"» m GT a ` '. 06N)I0- F61I JXFFFMi.6.>.M.n7 zo-ns
<br />Pl, IWJ•ON"ILA[/OUt G-000Rn r OIMVi° 6.
<br />1CI1 A II Ar., lA aMn l OI n
<br />_41-I
<br />N
<br />N
<br />r-
<br />Cn f N .I--+
<br />U
<br />a) Q O
<br />C Cu -0 �
<br />.m 5 � Cn '�^
<br />C = Co -
<br />CD -I 0 cu^
<br />C O O ' �= W
<br />C !� O LL
<br />'CV O \V O
<br />.=r _0 E ^' Q
<br />-0 .- co A<
<br />CI
<br />N
<br />f0 LL
<br />' N 4
<br />cc L. Lu
<br />©�o
<br />V 2 n C
<br />Z = M U CI
<br />lN
<br />TJ am >C
<br />N C L.
<br />TO tp
<br />N 'p (-�, .0
<br />LI)-C N N 10
<br />3C u5 Cu, ]C
<br />°3 c_ y as
<br />C-
<br />.= c
<br />G7 ,7 .z
<br />� II
<br />cc 3 3 m
<br />w �
<br />_N 17 u a
<br />i L_ [�
<br />3. C" AC T
<br />" a •=
<br />C E
<br />R U
<br />CO
<br />Cn n�,A
<br />W
<br />CD
<br />_0) =
<br />O
<br />CDL
<br />U) CL
<br />CD U
<br />0
<br />m L_
<br />0-
<br />0 'a)//I�
<br />B' V J
<br />W
<br />BBBBI
<br />W
<br />= Z
<br />Z
<br />Q
<br />J
<br />L1
<br />SHEET NO.
<br />SH 1.3,
<br />MINIMUM SEPARATION TO CUSS SCHEDULE
<br />MAXIMUM *AD SPEED 4 170 III WIND SPEED > 170 m.PN
<br />PANEL IDIOM
<br />(in) UNRLSTIk"M RESTRAINED UNRSTRANO RSTRAII
<br />30 DR LESS I' I. 9' G 1/4'
<br />- >33 70 90 I. I. 7 1/7- 7 1/2-
<br />>e0 TO 145 I. 1• 7 I/2' 7 1/7•
<br />>143 10 , I I' 1' - 7 1/2'
<br />MINMUM PANEL LENGTH (In) FOR A OMEN MOUNTING CONDITION
<br />®'®°f® I .
<br />1_ t-J_. _ 'A_ r i
<br />-tTt:4I,, � �
<br />i 1_1- -- -- , 1- -�_ _ 1_I-( lI .
<br />fI�� 1I�- _1_U__
<br />UNBOLTED PNglS { I '. BOLTED PAELS W/ 1 N-20A1• li I
<br />(SEE SE CTIONS AS .$. M.S_ BOLT W/ d • EA WERLAP
<br />APPLICABLE) (SEE BLCTO M AS APPLICABLE)
<br />I I I I,,, 1. 11 1 9 I I I 1 I I i
<br />i I
<br />D.M..( . ®. I
<br />_ . _ I
<br />- - - - - - I
<br />- e O O O -__1 _)
<br />@of@ - .,5.- MAX I __!' MAX
<br />-rMTN. ; 2/4 1/41 3/4, 4/55/5 f 6/5I'"
<br />iL 1WIS. 2W/61 3W/7 A 4W/7
<br />REGULAR RM PANEL AT ON
<br />ANCHORS (SEE SGmIU RON SHEETS 9, TO A11)-
<br />(D ELA��.]!. 1/4" M. GAP
<br />2.9er f_
<br />(Wt.O� .) "I Mmum -'rINI
<br />1.5'x1 !• wiI NOD-o'
<br />T�H OIN[H:T T' •U' 9T D 'i' Y TRACK IN."wEN4 MOUNT HEADERIHEIDDt NIGLC TRACK 4f/,+ •Too[
<br />- DIRECT MDAR 46' 32' 32• 35• 1. 1• so,
<br />1LE TUD
<br />14 1.S,1I SANGTUO 3B• 32' 3Y 3242' '. AA•
<br />f T• TRACE 55' 32' 1. 42' 67' GO' SO'
<br />ix 1.
<br />32' 32.3r a0' SG' S660' S6' 1.
<br />PM
<br />GAP Ta I SECTION A -A ��
<br />N.T 6.
<br />A1mm
<br />(1) L+. YN
<br />L Mo
<br />(2) PW=
<br />CM04 A
<br />(3) SEE SCHEDULE BLOW FOR FBI PANG LANWH FOR ICR061IY OLALW"rOk.
<br />MPAlAYXM INTO WOOD ARE LWf M TO Y 95 0..1 MAX VISA. DEMON PRESSURE RATIO
<br />F - VL`crW - FLORIDA BUILDING CODE Non High Velootty HIM cons Zone)
<br />* • D. 44167 .. j ex" TXn' .c. 24 III GALVANIZED STEEL STORY PANEL IF w•..
<br />. III
<br />1l. TATEOF �_ * Ts'7Lp -11 IIL ECOIN6. AL PROTECTION PRODUCT$
<br />"n'0 E
<br />�F ., ()RIUA f(,4' /- / -s(7 N. aOA WWaAa A AIM •°pODWNc��L 1]971{ T
<br />)ySS/ • ... • • G�A1N / H-. ".." HOE: 0""-7N. FAA, "No -am 20-175
<br />4'iryh N� G IR".Yq w4 r aWRO N"
<br />IINY T+E/AMIF A W., IIIW •IQI ] O N,
<br />INSTALLATION DETAILS FOR REGULAR PANEL (1)
<br />INTO WOOD STRUCTURES __
<br />"- •- ,I �,: WQoo ANCHORS . �. IIII . I;' ..-.--�A� -.__ I -O_. _'_____ I
<br />"' - 1''I, ;' E SCHEDULE ON '`' v4'P-N11r 1 (SEE SCHEDULE 1 I/4Y-arr
<br />'� ""- II SHIFT 11) . f 9.T,.ZO NFAB aan 1 ON SHEET >� I .d n r
<br />I 3 ; -_- _ = f wwN�. n
<br />wooD HEADER ` 1 , ,. 11 _._ ._ .) fxLTnEN. j + .. .. . . _._ 1" Mm.
<br />1 1'+ANEI tLNDT
<br />REOUIIKD 1 1 O MOOD ANCHORS L I. r :II _- ' ° =` :._.... -:..-..:�__ _::__ __ _ i _ (SR SCREINIII
<br />,I j ,' 1/4. (SUE SCHEDULE ON 1 � __ ON SHEET , FOR
<br />__ SHEET 11 QI SPACER "
<br />YAx
<br />/2I � $vALa I 1 OF 1
<br />._) /I '• .I 1 I I _ TOOTH I MAX
<br />'t2'. ,, 1 -1 N HYOID EHFJIDER 1 ED _ - -_-__
<br />1
<br />-.
<br />i
<br />1 - I
<br />I I I t 4- 1 ----__ I
<br />Ir �j,1 MA%. LONG AL LAM SPACERS • 12 1/2-
<br />.. I �� I I .. !I 0C. (SEE TABLE /I ON SHUT 11.)
<br />' ' ' SEI NOTE •. BELOW MR LIMITATIONS FOR
<br />W. 1 1 fffff-----���'L- MAX lI l 'I 1 1/2' LONG SLEEVES.
<br />1 513AAIAION I _ V 1• MAX.MA71� I PANEL LENGTH I� 10 GLASS"PANEL LENGTH I II
<br />1 (SE[ SCMEDULF I (SEE SCNEDt" 1 I (E yCEME -. ', I. _PANEL MATE FfT4ALL D DR PANEL MATE
<br />I ON SHEET 3) I ON SHEET 3) ON
<br />I f _ H S.S. aGn 4 I I 11 PLUS (LEE saEOLAE G1 SWEET l t)
<br />OA7� L Min. I �` ( ,
<br />EXISTING I ! .. N oN�wa T-h GLASS -11 To i J,..-.\\ aATF WOOD
<br />En
<br />�A95 I I I i DIE L I DIRECT MOUNT W/ SPACER
<br />P4 --- --k-_ 1 � * , .. �; ALTERNATIVE 2W' �.
<br />SCALE 3/8.1•
<br />1 - I SEE TABLE /1 ON SHEET 11 FOR MAX. PANEL LENGTHS A
<br />I 504 1 1 • 12 I/2" O.C. A3 I 1 ��jy, DO .. '! 1 A/A71. .D OESIGII LOADS FOR iM4 INSTALLATION.
<br />1
<br />I- ' - 1 WOOD ANCHORS I * * 11=
<br />STAGGERED w/ snD II) - L __ " _- _ - L_ -_. 1 I rA (S $1L'M[DU.E DN ... M Wr R I 'Ir VINO Ie
<br />-R iI I li ) (1) NOULLV W 6 UW= /0 A CAR IN" MALOWN WAN 16-0-
<br />PLATE RCOUDIREb . * I :' i NIR•M MG �O OOWADIILrMDOW M°°W"= IIOM NW
<br />WOOD ANCHORS I• Mk SWAMIR TO AFAR eOdTm I I 1 } W000
<br />' 1 • $7AOGI RED W/ SIUD M OW 3 WTI R RmUCm 10 1/O M ' L. , _ . 101' E REWIRED M) AOOC M GRa TIM WIWOIOR M VA4 WRNOWT 0 a(SEE SCHEDULE ON TOM AI IWFOND"O Ca0Ro1• M Pon im RA6) WARM R it 1/2 MMMAt N 6 tie G.C.
<br />... _ SI M 11) ocivm WRH 1 fcim Is} 1pFwI.TON P�1 t9 In• GC. XAQiY tie
<br />a1
<br />(1) wmm AN go" PIOFIR,
<br />MnN M .6. -4S µl. (3) VAL 24 9%9 MO6 LOIN" • LMO 10 N• A ANY OPINION
<br />' (7) YAIOP.Y wOW FWIp IWNIH e 6 A 1 pornwnm "M VAM PANEL loom IUam M
<br />7L
<br />yyF1��,�L yLy�y�IaI�. I I (All 1/9' IIXN fMM fol•OOR eM TINE R Y NOVAS a
<br />aOal`afRla.Ia9a[ W SIOI.1 MOIa ,41NWAlON • ONLr 91lSi L "MYAOM OI 1 ,n• LOO arNCOO tw In ma.
<br />ALTERNATrvE 1 W M0 4. OOS1.N WOOD IRMeE WALL SCALE ]/6., MAMA Pal .M TWO 1. a AO 3 At Wro"S •r A81Y
<br />SCAE 3/e-1- (A) 4NNMAT m .up ONLY "M VINO I aaat-IIDMOM AO 1K a112D (7A a"" OF THE T1aN.
<br />Z,n I. 14 3 PFa A.IY IT NI a am 1
<br />1TRS-M. MN [_._.__L_'___'-
<br />IIQ7FS 4*�,t0z.��i,
<br />Ea '''• : e
<br />FLORIDA BUILDING CODE Non High VelocityHurrlcon• Zone
<br />NOTE FOR COYBINATON OF SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. :• NO, 44167 °�RL1�0''"L 24 BALE GALVANIZED STEEL STORY PANEL AA.
<br />DESIGN PRESSURE RATtNG (p.I.f) AND PANEL LENGTHS Ill * , 111, C Ir = DINT W.
<br />TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR s 1: a
<br />COMBINED IN ANY WAY TO SUIT A14Y ALTERNATE 2V STATE OF C GLOBAL PROTECTION PRODU U.C.INSTALLATION. )�O r _ _ NIL E C O INt. ..Be ar 6, NRn C15. ONE
<br />2. FOR NEW W000 FRANC CONSTRUCTION: WOOD '` • �ORIOt';:• fi Zv 11M r. r Y.WN. n 6AAIL 2 riiu
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC Ni%•.•••...11 ^^ Ixlm��- An-I.n nNNcI f96T)Nr••1RN6. FA, tw.>,.9.6747 20-175
<br />DENSITY OF 0.55 OR EQUAL. AbIN/BR4 tuAr/an G` OUMI• r AMMAWAMMI eRNR.N M
<br />W1L1R A W. k 'M INRI a O 19
<br />DIEM AI NOTES
<br />AMRn 40. 4Wri.Y ,rT: fRP9rV • 2 /YYO f1eRa FWFSLwE. (t) ID lELS➢OG Y/OGO fMFE sP� f6AV�._G..• 0.56 IaN.:.
<br />1. STORY PANCE SF/QR61 ON I4S PRODUCT EVILUA710N DOCUMENT (P.LD.) 1u5 BEEN VERIFIED FOR COMPLIANCE R+ ACCORDANCE - 1/A•a TAPCON ANCHORS, AS WMNACIURED Br IT.IF BUIDEA. INC
<br />W14 THE 2020 (7Lh EDITION) Or THE FLORGA BUILDING CODE THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH-'14-10 PANCIAATE FDAALE ID VINO PANEEAMIE PLUS ANb10R5, AS MANUFACTURED BY ELCO CONSTRUCTION PROOW:TS,
<br />VELOCITY HURRICANE ZONES (1N4M-DARE / BRDWMD COUNfR:S). - 1/4'a LAG SCREWS t'+pi NOS
<br />WI BE P 1 THE . i A C WINO D[SIC1R ND I.MAS STILT. DEPERMNED A$ PER SECTION S). OF L ABO.E YENT101E0 CODE OR BNiH
<br />- 7/16'4 . 5/9' WOOD eu9htl0, AS OSIRIBIRW BY ALL P(X41T SCREW. BOLT A SPECAItt CO.
<br />P F A F THE WNFAE STORM PANEL WILT R INSTALLED, VINO FOR D6ECIIOMALJtt ACTOR
<br />SPEED AS 11EDIIFEQ O HE AJR,STIICIION ALL.ED,
<br />MD•0 7-1 N ME MAXIMUM AS I DESCH RERATINGS 63 USING ASCE BAND SHALL 0 ExCEN OESIC PRESSURE INDICATED ON SHEETS C t M T INTO T + 1 F P ( )) NM1Ul/ UMAUE FEMALE
<br />ALE (OA ON N ° 1r0100 OF MOON ANc11oRs STALL BE /T AND ? tM fLCO ANELAuiE PLUS
<br />X 9 DER 12 • 17, 16, AND PNNELMALE FEIAALC D
<br />IN ORDER TO vERtRY THE ABOVE CONdnoN, ULt1WTF DESIGN WIND .ENDS DE7E/•4NE0 PER ASCE 7-1e SHIALI R FIST
<br />REDUCED TO AS 0. DESIGN PRESSURE RATING BY MUL.tIPLYING THEM BY 0-6 IN ORDER 10 COMPARE THESE W/ MAX (ALSO) C 2) MINIMUM TREADED PENEIMTWM OF LAC SCREW, INTO THE WOW FRAME UM SMALL BE 1 1/2' NO THREADED
<br />DIESIGN PRESSURE RATINGS INDICATED ON SHEETS X 9 TRU 12 A 17. 18. PENETRATION INro STUCCO SHALL K CONSMO M AS PART OF THE KVMM THREADED PENETRATION
<br />IN ORDER TO VfRPFY THAT ANCHORS ON THIS III AS TESTED WERE NOT OVER STRESSED, A 337E INCREASE IN Ail OWA91.a.
<br />STRESS FOR VBNIF LOADS WAS tl0I USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS RON OFTTTUN/ND IN II MNMUFM 1I DISTANCE OF LAG SCREYA6. INTO WOOD SHALL BE AS INOCATFD NN THIS OIUWNG
<br />ACCORDANCE IMH N.D.S. 20, 6.
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RIMPANCE HAS BEEN VEIRIM HI ACCORDANCE W17N SECTION 1609.1.2 OF CA) MIMKW PENETRATION OF WODD BUSHINC SMALL BE S/8• 1/4' 9-20 SCREWS USED SMALL R 1 1/2' LONG MOMWM
<br />THE ABOVE MENTIONED CODE AS PER AWRWM'4 TEST LAB OF SOUTH FLORIDAIIFPORM JW14EXIST.
<br />.01-01 AND #0219.02-09. AS SHOULD STUCCO T. AND I' MMMM FOR WALLS WIT NO STUCCO.
<br />PER _10 12-99 A ASTM E 330-02 STANDARDS. AND AMERICAN TESTING LAR SOUTH FLORIDA REPORT /117301-I0 AS PER
<br />TAS-20, AND TAS-2W PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE C.S) IN CASE THAT PRECAST STOW, OR PRECAST CONCETE RPANELS, STUCCO OR BE WOOD BOARDS FOUND ON DIE COSTING
<br />FLORIDA BUILDNC CODE WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE WHINO SUCH PANELS.
<br />ANCHORAGE SMALL BE AS MENTIONED IN C I), C 7) Al CA)
<br />2. ALL ALUMNUM EXTRUSIONS TO BL 000-10 ALLOY AND TEMPER (UNLESS OTHERMSE NOTED) SEE SHEET 2 (0) ANCHORS SHALL BE INSIALEO FOLLOWING ALL OF THE RECOAOAEMOAnM$ AND SPEC,Wf4AIIM& O THE ANCHORi 1AANUFACTURER
<br />3 AL ALUMINUM SHEET META USE° AT CLOSURTS SHALL NAVE 3101 Ells ALLOY . a PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAXS SHOWN ON SECTION I THMAI 6 (SHEETS 4
<br />4, ALI HEET STEEL SMETAL PANELS SHALL HAVE SI UCTUIMI QUALITY STEEL. ASIM A-553 GRADE 60 MNIMUY, G-013 GALVA/R2ED THROUGH 5) EXCEPT THAT HEADERS ® A(D SHALL NOT BE USED.
<br />$TELL LESIGNA110N W/FY- 92 2 LAN (AFTER ROLLED). 9 IT SHALL 8F TM: RESPONMM OF THE CONTRACTOR TO VERITY THE SOUNONESS OF THE STR)CRME WHERE SHUTTER 15 TO BE
<br />5 ALL SCREWS TO BE STAMLLSS STEEL 304 OR 3t6 ASI SERIES OR CORROSM RDSII COATED CARBON STEEL AS PER Dw FDA TO1NRURE PROPER ANCHORAGETHISSHUTTER SHALL ONLY KALIGNED TOCONCRETE BLOCK OR woad FRAME
<br />INGS
<br />500I8 W/ 50 64N YIELD MRDia4 AND 90 " TENSILE STRENGTH AND SMALL COMPLY W/ FLORIDA 9I AIDING CODE SECTION
<br />7411 33.4. 10 EACH REGULAR STORM PAI MT LENGTHS OVER 90' AS PER SECTIONS 1, 2, A. S, 6 AND ALTERNATIVES IW, 3W A 4W ON
<br />SMELTS 4, S. 6 A 7 RESPECTAELY; SHALL NAVE A LEGIBLE AND READILY VISIBLE MAFWWG INSTRUCTING CWNER OR TFMANi TO
<br />6. BOLTS TO BE ASTM A- 307 GALVANIZED "EEL, OR AM -10. SERIES STAINLESS STEEL. WITH 36 MPI MINIMUM YIELD STRENGTH SECURE PANELS WITH APPUCASS RENFORCEMFNI DURING PERIODS OF HURRICANE WARNING
<br />7 ANCHORS TO WALL SHALL BE AS FOLLOWS. It. ME INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SFMIER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT ARM
<br />(A) G_POL
<br />E BUILDING T'O PREVENT WINU/RAW INTRUSION
<br />�Eld$ilN+Rrn THECDNCTSIT�
<br />- 1/4'0 TN•CON ANCHORS AS MANUFACTURED BY I.T.W. OVILDEX. HNC III fB-3197 P.RN.) 11 STORM PANEL INSTALLAEION SHALL COMPLY MT SPECS INDICATED IN THIS DRAMNG PLUS ANY BUILDING AND ZONING RECULAnONS
<br />- 1/4' • . 7/r CALK -IN ANCHORS. AS MANUFACIUNED BY DfW4LT INC PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />,/4Y . 300 POLIO -SET ANCHORS. AS OISiR10UlE0 BY NI PONT SCREN, BOLT A SPECIALTY CO 13 (a) THIS PRODUCT EVAL.UATON OOCUMENT IF ED.) PREPARED Bf THIS ENGINEER IS GENENC ANC, DOES NOT PROVIDE W"WAkTION
<br />EMIT. 0 PANIE0 ATT FOR A SRC SPECFIC PROJECT. I.F. WHERE THE WR CONDITIONS DEVIATE FROM THE P.I D
<br />- f 14-10 PANELWTC FDIAIL p ! PANEIaATE PLUS ANCHORS. AS MANUFACTURED BY FLCO ODNSiRLKf1oN P11ODUCf5.
<br />- 1/4'4 ZAMW MAKIN ANCHORS, AS MANUFACTURED BY DCWALT. INC (D) CONTRACTOR TO K RESPONSIBLE FOR 1HIC SELECTION, PURCHASE AND INSTALLATION AICLUONG UrC SAFETY OF " PRODUCT
<br />THIS P. M T
<br />A t) MINIMUM OR ZAMfM OF INCH ANCHORS ONTO P'OIR,jO CONCRETE SHALL R 1 3/4', 2' rOR E1C0 PANEEWTE VINO BASED ON K ED AT SITE
<br />I HE4 SHE DOES NOT Ot1M1E FROM H CONDITIONS DETAILED ON 11115 DOCUMENT
<br />I ]/+' FOR ZAMAC MAIN ANCHORS CONSTRVLTION SAFETY AT !RE IS THAC CONTRACTOR'S RESP'ONSIBILRT
<br />A.2) CALX-N k SOLD -SET ANCHORS SHALL R EMBE°OFT) 7/SINTO THE POURED CONCIEIF- NO CIA DIM NVi0 (c) TITS PRODUCT EVALUATION DOCUMENT wXA 9C OoNSIOERED WALE, I LIOD61E0
<br />STUCCO SHALL BL PERMITTED. 1/4• 0-20 SCREWS USED SHALL R 1 1/2" LONG MINIMUM SHODU0 STUCCO EXIST, (0) Slit SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER ON ARC14TECT WHICH WILL BECOME ME
<br />AND I• MNUUM FOR WALLS MTN NO STCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. ENGINEER OF RECORD (E OR) THE
<br />FDR E PRAND WHO WILL BE RESPONSIBLE FTHEOR E
<br />BUT WIT MNC NUTS PROPER USE OF THE P E 0. OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE
<br />P.E.D. EN41M'ER, SHALL SUMNn 10 III LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW.
<br />A3) 44 CASE INAT PRECAST $PONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />EXISTING WALL OR FLOOR, ANCHORS SHALL fit LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS (4) INS /C.O. SHIN BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFCSSIOI
<br />ANCHORAGE SHALL BE AS MENTIONED IN AI) VINO IN A2). ENGNEER OF RECORD THAT PREPARED IT
<br />(B) TO_LXISTNGSOE10fum-Nam WALL AS,M C-eO 14. SHUTTER WWUFACnIKA'S LABEL SMALL BE LOCATED ON A READILY YNEILE LOCATION AT STORM
<br />- 1/4. 4 TAPCON AMC"CPS AS MANVFACIIAEO ST I T W RUIIDCX. INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 170942 OF FLO" SULDR40 CODE ONE LABEL
<br />1 4" • . 7 tl' CALx-IN ANCHORS. AS 4AWIFACTUREO RY DEWALI. HNC SHALL BE PLACED P011 EVERY OPENMNC LAIIEUNG TO COMPLY WITH SECTION I7M9.J OF TE
<br />- 1/4'P X 3/4' SOLD -SET ANCHORS, AS DISTRIBUTED BY All PORT SCREW, BOLL A SPECIALTY CO FLORIDA euLaNc CODE
<br />- 114-10 RANELWTE FEMALE D AND PANEWATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION P 11111T11
<br />- 1/4' 4 'ZAAIAC NAIUN ANCHORS, AS MANUFACTURED BY DCWALT, INC �rcP A...
<br />8.1) MINIMUM EMBEDMENT OF TAPODN ANCHORS. ELCO PANELMATES AND ZAMAC NMLN ANCHOR, INTO ONE �VCENB'
<br />. FLORIDA BUILDING CODE Non Nigh VelocityNMFrIGGP4 TOM
<br />13LOCW UNIT S141LL R i 1/4'
<br />9.2) CAUI A SOUR -SET ANCHORS SHALL BE EVBEDOED 7/9• INTO THE CONCRETE BLOCK UNIT. NO ►>Ig,)44 7 .wNe Ia,6BB. I.0 24 GAGE GALVANIZED STEEL STORM PANEL alr w'
<br />STUCCO SWAL BE PERMTTED. 1/4' 4--20 SCREWS USED SMALL BE 1 1/2' LONG MINIMUM SHOVE° 7 .�A EXHSr. * �• � �MflMW1 IY 1n a�
<br />AND 1' MWWVM FOR WALLS Wn14 NO STUCCO. - IL E C O HNC GLOBAL PWTECTNM. PRONCTS, U.C. 01nM
<br />Ti'�:, STATE -:
<br />8.3) T CASE THAT PRECAST STONE, OP PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS LE FOUR '`(ORI /� ✓ .NOB A. a1 anO*
<br />EXISTING WALL ANCHORS SHALL R EON° ENOUGH TO REACH 111E MAIN STRUCTURE BEIMNU St
<br />PA. \• ! .r ,A. a, r MY.,AW. w w fMML n -,
<br />S u I r UT. .n_I .. oM An-+•n "BM o»,4. 7F.A .AA (bNT.W . PT 2D-E7s
<br />AYNN w
<br />ANCMORAG[ SHALL BE AS MENTIONED IN B.,} AND IN 8.2) STONAL N a-BIX"t", sIl[T 1 HP M
<br />I/ /m1111 AL1YY PE ,1A /91N"IUAI/BNn ,y;ntl A "U." 0» 04. ,r
<br />CONCRETE ANCJNORS
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROWN 10)
<br />r
<br />LC
<br />INSTALLATION DETAILS FOR REGULAR PANEL i1 )
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />_QSIT_
<br />CONCRETE
<br />00 _
<br />BLOCK RCiNBLOCN
<br />RLQUMEDCONRTGasoRCOLMLD.
<br />AN(fEE 9CNmUlE ON ` EXISTING POURED
<br />R _.0 SNLE75 9 THROUGH i0) / - O OONCRETE OR
<br />( U Ta
<br />-__ -____ -
<br />1
<br />1-101
<br />E _--._.._- 0 : -..A. T:..
<br />I SEPARATION I
<br />ro GLASS, I
<br />ExlST91Gr,R� (SEE SCHEDULE I
<br />OLA95 I ON SHEET 3) I
<br />I U
<br />1 I
<br />CONCRETE ANCHORS , ` ,� I_.
<br />ON i
<br />6N1 T-47
<br />1' Ma.
<br />I PANEL LENGTH
<br />(SEE SCHEME
<br />ON SHEET 3)
<br />(sEE sc11Ev xE 1 t-
<br />SHEETS I THROUGH Ilm
<br />I Sox
<br />5i /. s• . I OF 1'
<br />1 Lux.
<br />LID... .; ®' I 1 4Y-xalw Itxn
<br />`/
<br />C.D. I
<br />1
<br />r
<br />I , ® y- 1/11 IUA/14 ,p 4 a
<br />.:/,• + -ED_. f._- 1x I/Y et. Y, •/ NMI
<br />;R I - I . MIT. '_
<br />i (ALTERNATE
<br />" I LEG LOCATION
<br />- I
<br />ALTERNATE CONCRE . _ � 1SIWG 90URm WNCRETE
<br />ANCHORS OR C6NCRCTE BLOCK REOUWED.
<br />(SEE SCHEDULE ON
<br />SMELTS 9 THROUGH 10)
<br />E.O.. EDGE DISTANCE ��J E-9WM�:
<br />(SEE SCHEDULE ON TOP A BORON MOUNTINGS CAN BE
<br />SHEETS 9 A I0) COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />j ON SO4M ]
<br />9
<br />1
<br />I ,t
<br />I
<br />I
<br />Goss
<br />EX WAI -YY
<br />1
<br />E.O.
<br />EXISTING PDIIEQ.
<br />RCONCRETE E ROCK I
<br />CONCRETE ANCHORS -_
<br />STAMM W/ SRIT7
<br />(SEE SCHEDULE ON
<br />SHEETS 9 TROUGH 10)
<br />caNcacrE ocx �,J�.•.m.,-
<br />1/4- REQUIRED. - _ I 3-.-WIli•w=
<br />W. _. _ _ __... CONCRETE ANCHORS ' ��%�' ' ', -
<br />(SEE SG/mILE ON • �+1/, H -__. } I
<br />. SHEETS 9 THROUGH 10)', I
<br />1
<br />EOI / 1
<br />1 I EOj.-. I (/7��7
<br />f- I l,l
<br />1.1I An,, ED. �I'll I
<br />v/ 1
<br />I
<br />1
<br />1• YaA. II*'T GLASS SEPARATION i 1. LE
<br />PANED. D SCHEDULE -.� (SEE SCHDUL 1 SMIEL THCDUL1
<br />(SEE SHEET 3) 'ON ]) i NOD Sim D
<br />I y ,..- L
<br />. t:l Exi"AD I I
<br />5011 GLASS I 1 Cl) 1-,{
<br />f /y iy/� I
<br />/ '.
<br />EA. .;.//,,,
<br />I.l 1
<br />U / . � _
<br />1j. • _1 1/2' O.0 1 .j APIl1CAAE),
<br />CONCRETE ANCHORS _. _ J 1
<br />. - .) -_1 (SEE SCHEDULE ON %' -.1- ....- ..)
<br />= __ NiS O30O�./y:
<br />EXISTING POURED E( =) AraW/ _ M CONCRETE BLOCK
<br />ARE USED. Rom.
<br />VJI 1•. .1 r A M d1`747151
<br />3kMIif)1w�
<br />INSTALLATION DETAILS FOR REGULAR PANEL i>1 INTO WOOD
<br />�' 1I ALTERNATE LEG
<br />4.... (MA.) EXI6T91G ANqpQ I - ... LOCATION
<br />SEAM REQUIRED. STRURlB,A-L
<br />ADEQUACY OF EXISTING WOW ." li
<br />BEAN TO eE CERTIFIED BY '
<br />REGISTERED ENGINEER DR Ea . - ". Il. / -
<br />®
<br />ARCHITECT PRIOR TO SMUTTER
<br />INSTALLATION, '• ANCHORS ALTERNATE WOOD ANCHORS III .- I• I -.
<br />( SCNCDULF ON (SEE SCHEDULE ON 4T11• IO "' " ,4Ap
<br />SHEET I1) SMELT „) ''1 --EO+FD-. .-
<br />mleis Mm "No' *0 wr
<br />E
<br />III
<br />( f
<br />-_I'L UI. WOODHEADER- , 11, In' .----- _
<br />EXISTING ( I ._.. _ 7 - _.- ...'__ _.. - I REOUIIED `• .. AN i 4 - IuD tln
<br />GLASS ® 1 WOOD ANCHORS I I I 1 I. • 4 1/P 6G
<br />(SEE
<br />44E'TSC'FWLE ON �.. %tM �li j /�
<br />-1 OLASS.(SFF I lJ 1 -� I ``% 1 I SCHEDULE I UHY)BF+' Min. SEPAAM3FTDN To CLASS, i
<br />1 ON SHEET 3) I 9a IAn r
<br />I ,/ - ----! 4 -' PA/[I. lva r (.5fi SCIEOULF ON 519,Er ]) 1 `/4 •BLn1� 1• MAT(
<br />NOON E )� j 'k, [ 1 VAN f ' PANEL U:NOT11
<br />I I PARR LENGTH :.. _-
<br />- -
<br />... -_ 1' / 1 M nA ma (SEE SCHEDULE
<br />L-__- .._.. .... .._. (SEE SCHEDULE Ex _.________ _ ._.. ___.:.. ._ `. .I -- NET 3)
<br />I - ( i ) M•A1 tAe1 T� ON fN
<br />-. ql __-.. - . 1 ON SHHEET J) GUlSS -"l
<br />(-- (�7 j $GUILE
<br />1 ''�' DOW I I .� OF 1-
<br />I i ,(� OF 1• I 1 1 MA,X.
<br />MAX
<br />I • 12 1/2- O.C. ! ,
<br />FO
<br />NO F 1.. I I _ ,I
<br />p,N-IANr
<br />I
<br />i � IHOO Ian
<br />ALUnU I -.. L I F1. .. r W a 1/4' O.0
<br />.__.._ -.- L ._.-._-_ MCR REoO Y.4' WOOD PIA _ �; ANCHORS
<br />YI000 ANCHORS 1. __ -_._. _ RfQU1RE0 I 10�I LSF.L SCHEDULE am
<br />SHEET 1 1)Ii (SEE SCHEDULEpULL ON _ s _ , - _._. _ .. 3/4' ' 91EkT 11)
<br />--2• MITI.-- - - - -- '
<br />GILD-OLIT MOUNTING
<br />ALMRMATrA
<br />ALTERNATIVE 4W
<br />SCALE
<br />HINNH BONE ]/e-,•
<br />DER 46 ft
<br />.La'',.%GEN'te f.
<br />NOTE_ FOR COMBINATION DF SECTIONS; # . 11 NO. 44187 •'• FLORIN BUILDING CODE Man High Velocity Numcons Zone)
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. ALSO
<br />TOP k BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING pA.f) AND PANEL LENGTHS S1i1TEOF 7 R°'0TM'W°'.c 24 GAGE OALVAIIZED STEEL STORY PANEL �"'w,
<br />COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET3 � `_...
<br />INSTALLATION. 2. FOR NEV WOOD FRAME CONSTRUCTION: WOOD IS 0A1,," "i0•�,.N1vt • • -_:r: _ ,. _ �v n/nnaR
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC "YIy .. _.. . _ 1L E C O INe. ��� N �• an.
<br />DENSITY of 0.55 OR EQUAL. „4�NA� „E"N ALz. �, ;:'",FBI"» m GT a ` '. 06N)I0- F61I JXFFFMi.6.>.M.n7 zo-ns
<br />Pl, IWJ•ON"ILA[/OUt G-000Rn r OIMVi° 6.
<br />1CI1 A II Ar., lA aMn l OI n
<br />_41-I
<br />N
<br />N
<br />r-
<br />Cn f N .I--+
<br />U
<br />a) Q O
<br />C Cu -0 �
<br />.m 5 � Cn '�^
<br />C = Co -
<br />CD -I 0 cu^
<br />C O O ' �= W
<br />C !� O LL
<br />'CV O \V O
<br />.=r _0 E ^' Q
<br />-0 .- co A<
<br />CI
<br />N
<br />f0 LL
<br />' N 4
<br />cc L. Lu
<br />©�o
<br />V 2 n C
<br />Z = M U CI
<br />lN
<br />TJ am >C
<br />N C L.
<br />TO tp
<br />N 'p (-�, .0
<br />LI)-C N N 10
<br />3C u5 Cu, ]C
<br />°3 c_ y as
<br />C-
<br />.= c
<br />G7 ,7 .z
<br />� II
<br />cc 3 3 m
<br />w �
<br />_N 17 u a
<br />i L_ [�
<br />3. C" AC T
<br />" a •=
<br />C E
<br />R U
<br />CO
<br />Cn n�,A
<br />W
<br />CD
<br />_0) =
<br />O
<br />CDL
<br />U) CL
<br />CD U
<br />0
<br />m L_
<br />0-
<br />0 'a)//I�
<br />B' V J
<br />W
<br />BBBBI
<br />W
<br />= Z
<br />Z
<br />Q
<br />J
<br />L1
<br />SHEET NO.
<br />SH 1.3,
<br />MINMUM PANEL LENGTH (In) FOR A OMEN MOUNTING CONDITION
<br />®'®°f® I .
<br />1_ t-J_. _ 'A_ r i
<br />-tTt:4I,, � �
<br />i 1_1- -- -- , 1- -�_ _ 1_I-( lI .
<br />fI�� 1I�- _1_U__
<br />UNBOLTED PNglS { I '. BOLTED PAELS W/ 1 N-20A1• li I
<br />(SEE SE CTIONS AS .$. M.S_ BOLT W/ d • EA WERLAP
<br />APPLICABLE) (SEE BLCTO M AS APPLICABLE)
<br />I I I I,,, 1. 11 1 9 I I I 1 I I i
<br />i I
<br />D.M..( . ®. I
<br />_ . _ I
<br />- - - - - - I
<br />- e O O O -__1 _)
<br />@of@ - .,5.- MAX I __!' MAX
<br />-rMTN. ; 2/4 1/41 3/4, 4/55/5 f 6/5I'"
<br />iL 1WIS. 2W/61 3W/7 A 4W/7
<br />REGULAR RM PANEL AT ON
<br />ANCHORS (SEE SGmIU RON SHEETS 9, TO A11)-
<br />(D ELA��.]!. 1/4" M. GAP
<br />2.9er f_
<br />(Wt.O� .) "I Mmum -'rINI
<br />1.5'x1 !• wiI NOD-o'
<br />T�H OIN[H:T T' •U' 9T D 'i' Y TRACK IN."wEN4 MOUNT HEADERIHEIDDt NIGLC TRACK 4f/,+ •Too[
<br />- DIRECT MDAR 46' 32' 32• 35• 1. 1• so,
<br />1LE TUD
<br />14 1.S,1I SANGTUO 3B• 32' 3Y 3242' '. AA•
<br />f T• TRACE 55' 32' 1. 42' 67' GO' SO'
<br />ix 1.
<br />32' 32.3r a0' SG' S660' S6' 1.
<br />PM
<br />GAP Ta I SECTION A -A ��
<br />N.T 6.
<br />A1mm
<br />(1) L+. YN
<br />L Mo
<br />(2) PW=
<br />CM04 A
<br />(3) SEE SCHEDULE BLOW FOR FBI PANG LANWH FOR ICR061IY OLALW"rOk.
<br />MPAlAYXM INTO WOOD ARE LWf M TO Y 95 0..1 MAX VISA. DEMON PRESSURE RATIO
<br />F - VL`crW - FLORIDA BUILDING CODE Non High Velootty HIM cons Zone)
<br />* • D. 44167 .. j ex" TXn' .c. 24 III GALVANIZED STEEL STORY PANEL IF w•..
<br />. III
<br />1l. TATEOF �_ * Ts'7Lp -11 IIL ECOIN6. AL PROTECTION PRODUCT$
<br />"n'0 E
<br />�F ., ()RIUA f(,4' /- / -s(7 N. aOA WWaAa A AIM •°pODWNc��L 1]971{ T
<br />)ySS/ • ... • • G�A1N / H-. ".." HOE: 0""-7N. FAA, "No -am 20-175
<br />4'iryh N� G IR".Yq w4 r aWRO N"
<br />IINY T+E/AMIF A W., IIIW •IQI ] O N,
<br />INSTALLATION DETAILS FOR REGULAR PANEL (1)
<br />INTO WOOD STRUCTURES __
<br />"- •- ,I �,: WQoo ANCHORS . �. IIII . I;' ..-.--�A� -.__ I -O_. _'_____ I
<br />"' - 1''I, ;' E SCHEDULE ON '`' v4'P-N11r 1 (SEE SCHEDULE 1 I/4Y-arr
<br />'� ""- II SHIFT 11) . f 9.T,.ZO NFAB aan 1 ON SHEET >� I .d n r
<br />I 3 ; -_- _ = f wwN�. n
<br />wooD HEADER ` 1 , ,. 11 _._ ._ .) fxLTnEN. j + .. .. . . _._ 1" Mm.
<br />1 1'+ANEI tLNDT
<br />REOUIIKD 1 1 O MOOD ANCHORS L I. r :II _- ' ° =` :._.... -:..-..:�__ _::__ __ _ i _ (SR SCREINIII
<br />,I j ,' 1/4. (SUE SCHEDULE ON 1 � __ ON SHEET , FOR
<br />__ SHEET 11 QI SPACER "
<br />YAx
<br />/2I � $vALa I 1 OF 1
<br />._) /I '• .I 1 I I _ TOOTH I MAX
<br />'t2'. ,, 1 -1 N HYOID EHFJIDER 1 ED _ - -_-__
<br />1
<br />-.
<br />i
<br />1 - I
<br />I I I t 4- 1 ----__ I
<br />Ir �j,1 MA%. LONG AL LAM SPACERS • 12 1/2-
<br />.. I �� I I .. !I 0C. (SEE TABLE /I ON SHUT 11.)
<br />' ' ' SEI NOTE •. BELOW MR LIMITATIONS FOR
<br />W. 1 1 fffff-----���'L- MAX lI l 'I 1 1/2' LONG SLEEVES.
<br />1 513AAIAION I _ V 1• MAX.MA71� I PANEL LENGTH I� 10 GLASS"PANEL LENGTH I II
<br />1 (SE[ SCMEDULF I (SEE SCNEDt" 1 I (E yCEME -. ', I. _PANEL MATE FfT4ALL D DR PANEL MATE
<br />I ON SHEET 3) I ON SHEET 3) ON
<br />I f _ H S.S. aGn 4 I I 11 PLUS (LEE saEOLAE G1 SWEET l t)
<br />OA7� L Min. I �` ( ,
<br />EXISTING I ! .. N oN�wa T-h GLASS -11 To i J,..-.\\ aATF WOOD
<br />En
<br />�A95 I I I i DIE L I DIRECT MOUNT W/ SPACER
<br />P4 --- --k-_ 1 � * , .. �; ALTERNATIVE 2W' �.
<br />SCALE 3/8.1•
<br />1 - I SEE TABLE /1 ON SHEET 11 FOR MAX. PANEL LENGTHS A
<br />I 504 1 1 • 12 I/2" O.C. A3 I 1 ��jy, DO .. '! 1 A/A71. .D OESIGII LOADS FOR iM4 INSTALLATION.
<br />1
<br />I- ' - 1 WOOD ANCHORS I * * 11=
<br />STAGGERED w/ snD II) - L __ " _- _ - L_ -_. 1 I rA (S $1L'M[DU.E DN ... M Wr R I 'Ir VINO Ie
<br />-R iI I li ) (1) NOULLV W 6 UW= /0 A CAR IN" MALOWN WAN 16-0-
<br />PLATE RCOUDIREb . * I :' i NIR•M MG �O OOWADIILrMDOW M°°W"= IIOM NW
<br />WOOD ANCHORS I• Mk SWAMIR TO AFAR eOdTm I I 1 } W000
<br />' 1 • $7AOGI RED W/ SIUD M OW 3 WTI R RmUCm 10 1/O M ' L. , _ . 101' E REWIRED M) AOOC M GRa TIM WIWOIOR M VA4 WRNOWT 0 a(SEE SCHEDULE ON TOM AI IWFOND"O Ca0Ro1• M Pon im RA6) WARM R it 1/2 MMMAt N 6 tie G.C.
<br />... _ SI M 11) ocivm WRH 1 fcim Is} 1pFwI.TON P�1 t9 In• GC. XAQiY tie
<br />a1
<br />(1) wmm AN go" PIOFIR,
<br />MnN M .6. -4S µl. (3) VAL 24 9%9 MO6 LOIN" • LMO 10 N• A ANY OPINION
<br />' (7) YAIOP.Y wOW FWIp IWNIH e 6 A 1 pornwnm "M VAM PANEL loom IUam M
<br />7L
<br />yyF1��,�L yLy�y�IaI�. I I (All 1/9' IIXN fMM fol•OOR eM TINE R Y NOVAS a
<br />aOal`afRla.Ia9a[ W SIOI.1 MOIa ,41NWAlON • ONLr 91lSi L "MYAOM OI 1 ,n• LOO arNCOO tw In ma.
<br />ALTERNATrvE 1 W M0 4. OOS1.N WOOD IRMeE WALL SCALE ]/6., MAMA Pal .M TWO 1. a AO 3 At Wro"S •r A81Y
<br />SCAE 3/e-1- (A) 4NNMAT m .up ONLY "M VINO I aaat-IIDMOM AO 1K a112D (7A a"" OF THE T1aN.
<br />Z,n I. 14 3 PFa A.IY IT NI a am 1
<br />1TRS-M. MN [_._.__L_'___'-
<br />IIQ7FS 4*�,t0z.��i,
<br />Ea '''• : e
<br />FLORIDA BUILDING CODE Non High VelocityHurrlcon• Zone
<br />NOTE FOR COYBINATON OF SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. :• NO, 44167 °�RL1�0''"L 24 BALE GALVANIZED STEEL STORY PANEL AA.
<br />DESIGN PRESSURE RATtNG (p.I.f) AND PANEL LENGTHS Ill * , 111, C Ir = DINT W.
<br />TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR s 1: a
<br />COMBINED IN ANY WAY TO SUIT A14Y ALTERNATE 2V STATE OF C GLOBAL PROTECTION PRODU U.C.INSTALLATION. )�O r _ _ NIL E C O INt. ..Be ar 6, NRn C15. ONE
<br />2. FOR NEW W000 FRANC CONSTRUCTION: WOOD '` • �ORIOt';:• fi Zv 11M r. r Y.WN. n 6AAIL 2 riiu
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC Ni%•.•••...11 ^^ Ixlm��- An-I.n nNNcI f96T)Nr••1RN6. FA, tw.>,.9.6747 20-175
<br />DENSITY OF 0.55 OR EQUAL. AbIN/BR4 tuAr/an G` OUMI• r AMMAWAMMI eRNR.N M
<br />W1L1R A W. k 'M INRI a O 19
<br />DIEM AI NOTES
<br />AMRn 40. 4Wri.Y ,rT: fRP9rV • 2 /YYO f1eRa FWFSLwE. (t) ID lELS➢OG Y/OGO fMFE sP� f6AV�._G..• 0.56 IaN.:.
<br />1. STORY PANCE SF/QR61 ON I4S PRODUCT EVILUA710N DOCUMENT (P.LD.) 1u5 BEEN VERIFIED FOR COMPLIANCE R+ ACCORDANCE - 1/A•a TAPCON ANCHORS, AS WMNACIURED Br IT.IF BUIDEA. INC
<br />W14 THE 2020 (7Lh EDITION) Or THE FLORGA BUILDING CODE THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH-'14-10 PANCIAATE FDAALE ID VINO PANEEAMIE PLUS ANb10R5, AS MANUFACTURED BY ELCO CONSTRUCTION PROOW:TS,
<br />VELOCITY HURRICANE ZONES (1N4M-DARE / BRDWMD COUNfR:S). - 1/4'a LAG SCREWS t'+pi NOS
<br />WI BE P 1 THE . i A C WINO D[SIC1R ND I.MAS STILT. DEPERMNED A$ PER SECTION S). OF L ABO.E YENT101E0 CODE OR BNiH
<br />- 7/16'4 . 5/9' WOOD eu9htl0, AS OSIRIBIRW BY ALL P(X41T SCREW. BOLT A SPECAItt CO.
<br />P F A F THE WNFAE STORM PANEL WILT R INSTALLED, VINO FOR D6ECIIOMALJtt ACTOR
<br />SPEED AS 11EDIIFEQ O HE AJR,STIICIION ALL.ED,
<br />MD•0 7-1 N ME MAXIMUM AS I DESCH RERATINGS 63 USING ASCE BAND SHALL 0 ExCEN OESIC PRESSURE INDICATED ON SHEETS C t M T INTO T + 1 F P ( )) NM1Ul/ UMAUE FEMALE
<br />ALE (OA ON N ° 1r0100 OF MOON ANc11oRs STALL BE /T AND ? tM fLCO ANELAuiE PLUS
<br />X 9 DER 12 • 17, 16, AND PNNELMALE FEIAALC D
<br />IN ORDER TO vERtRY THE ABOVE CONdnoN, ULt1WTF DESIGN WIND .ENDS DE7E/•4NE0 PER ASCE 7-1e SHIALI R FIST
<br />REDUCED TO AS 0. DESIGN PRESSURE RATING BY MUL.tIPLYING THEM BY 0-6 IN ORDER 10 COMPARE THESE W/ MAX (ALSO) C 2) MINIMUM TREADED PENEIMTWM OF LAC SCREW, INTO THE WOW FRAME UM SMALL BE 1 1/2' NO THREADED
<br />DIESIGN PRESSURE RATINGS INDICATED ON SHEETS X 9 TRU 12 A 17. 18. PENETRATION INro STUCCO SHALL K CONSMO M AS PART OF THE KVMM THREADED PENETRATION
<br />IN ORDER TO VfRPFY THAT ANCHORS ON THIS III AS TESTED WERE NOT OVER STRESSED, A 337E INCREASE IN Ail OWA91.a.
<br />STRESS FOR VBNIF LOADS WAS tl0I USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS RON OFTTTUN/ND IN II MNMUFM 1I DISTANCE OF LAG SCREYA6. INTO WOOD SHALL BE AS INOCATFD NN THIS OIUWNG
<br />ACCORDANCE IMH N.D.S. 20, 6.
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RIMPANCE HAS BEEN VEIRIM HI ACCORDANCE W17N SECTION 1609.1.2 OF CA) MIMKW PENETRATION OF WODD BUSHINC SMALL BE S/8• 1/4' 9-20 SCREWS USED SMALL R 1 1/2' LONG MOMWM
<br />THE ABOVE MENTIONED CODE AS PER AWRWM'4 TEST LAB OF SOUTH FLORIDAIIFPORM JW14EXIST.
<br />.01-01 AND #0219.02-09. AS SHOULD STUCCO T. AND I' MMMM FOR WALLS WIT NO STUCCO.
<br />PER _10 12-99 A ASTM E 330-02 STANDARDS. AND AMERICAN TESTING LAR SOUTH FLORIDA REPORT /117301-I0 AS PER
<br />TAS-20, AND TAS-2W PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE C.S) IN CASE THAT PRECAST STOW, OR PRECAST CONCETE RPANELS, STUCCO OR BE WOOD BOARDS FOUND ON DIE COSTING
<br />FLORIDA BUILDNC CODE WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE WHINO SUCH PANELS.
<br />ANCHORAGE SMALL BE AS MENTIONED IN C I), C 7) Al CA)
<br />2. ALL ALUMNUM EXTRUSIONS TO BL 000-10 ALLOY AND TEMPER (UNLESS OTHERMSE NOTED) SEE SHEET 2 (0) ANCHORS SHALL BE INSIALEO FOLLOWING ALL OF THE RECOAOAEMOAnM$ AND SPEC,Wf4AIIM& O THE ANCHORi 1AANUFACTURER
<br />3 AL ALUMINUM SHEET META USE° AT CLOSURTS SHALL NAVE 3101 Ells ALLOY . a PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAXS SHOWN ON SECTION I THMAI 6 (SHEETS 4
<br />4, ALI HEET STEEL SMETAL PANELS SHALL HAVE SI UCTUIMI QUALITY STEEL. ASIM A-553 GRADE 60 MNIMUY, G-013 GALVA/R2ED THROUGH 5) EXCEPT THAT HEADERS ® A(D SHALL NOT BE USED.
<br />$TELL LESIGNA110N W/FY- 92 2 LAN (AFTER ROLLED). 9 IT SHALL 8F TM: RESPONMM OF THE CONTRACTOR TO VERITY THE SOUNONESS OF THE STR)CRME WHERE SHUTTER 15 TO BE
<br />5 ALL SCREWS TO BE STAMLLSS STEEL 304 OR 3t6 ASI SERIES OR CORROSM RDSII COATED CARBON STEEL AS PER Dw FDA TO1NRURE PROPER ANCHORAGETHISSHUTTER SHALL ONLY KALIGNED TOCONCRETE BLOCK OR woad FRAME
<br />INGS
<br />500I8 W/ 50 64N YIELD MRDia4 AND 90 " TENSILE STRENGTH AND SMALL COMPLY W/ FLORIDA 9I AIDING CODE SECTION
<br />7411 33.4. 10 EACH REGULAR STORM PAI MT LENGTHS OVER 90' AS PER SECTIONS 1, 2, A. S, 6 AND ALTERNATIVES IW, 3W A 4W ON
<br />SMELTS 4, S. 6 A 7 RESPECTAELY; SHALL NAVE A LEGIBLE AND READILY VISIBLE MAFWWG INSTRUCTING CWNER OR TFMANi TO
<br />6. BOLTS TO BE ASTM A- 307 GALVANIZED "EEL, OR AM -10. SERIES STAINLESS STEEL. WITH 36 MPI MINIMUM YIELD STRENGTH SECURE PANELS WITH APPUCASS RENFORCEMFNI DURING PERIODS OF HURRICANE WARNING
<br />7 ANCHORS TO WALL SHALL BE AS FOLLOWS. It. ME INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SFMIER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT ARM
<br />(A) G_POL
<br />E BUILDING T'O PREVENT WINU/RAW INTRUSION
<br />�Eld$ilN+Rrn THECDNCTSIT�
<br />- 1/4'0 TN•CON ANCHORS AS MANUFACTURED BY I.T.W. OVILDEX. HNC III fB-3197 P.RN.) 11 STORM PANEL INSTALLAEION SHALL COMPLY MT SPECS INDICATED IN THIS DRAMNG PLUS ANY BUILDING AND ZONING RECULAnONS
<br />- 1/4' • . 7/r CALK -IN ANCHORS. AS MANUFACIUNED BY DfW4LT INC PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />,/4Y . 300 POLIO -SET ANCHORS. AS OISiR10UlE0 BY NI PONT SCREN, BOLT A SPECIALTY CO 13 (a) THIS PRODUCT EVAL.UATON OOCUMENT IF ED.) PREPARED Bf THIS ENGINEER IS GENENC ANC, DOES NOT PROVIDE W"WAkTION
<br />EMIT. 0 PANIE0 ATT FOR A SRC SPECFIC PROJECT. I.F. WHERE THE WR CONDITIONS DEVIATE FROM THE P.I D
<br />- f 14-10 PANELWTC FDIAIL p ! PANEIaATE PLUS ANCHORS. AS MANUFACTURED BY FLCO ODNSiRLKf1oN P11ODUCf5.
<br />- 1/4'4 ZAMW MAKIN ANCHORS, AS MANUFACTURED BY DCWALT. INC (D) CONTRACTOR TO K RESPONSIBLE FOR 1HIC SELECTION, PURCHASE AND INSTALLATION AICLUONG UrC SAFETY OF " PRODUCT
<br />THIS P. M T
<br />A t) MINIMUM OR ZAMfM OF INCH ANCHORS ONTO P'OIR,jO CONCRETE SHALL R 1 3/4', 2' rOR E1C0 PANEEWTE VINO BASED ON K ED AT SITE
<br />I HE4 SHE DOES NOT Ot1M1E FROM H CONDITIONS DETAILED ON 11115 DOCUMENT
<br />I ]/+' FOR ZAMAC MAIN ANCHORS CONSTRVLTION SAFETY AT !RE IS THAC CONTRACTOR'S RESP'ONSIBILRT
<br />A.2) CALX-N k SOLD -SET ANCHORS SHALL R EMBE°OFT) 7/SINTO THE POURED CONCIEIF- NO CIA DIM NVi0 (c) TITS PRODUCT EVALUATION DOCUMENT wXA 9C OoNSIOERED WALE, I LIOD61E0
<br />STUCCO SHALL BL PERMITTED. 1/4• 0-20 SCREWS USED SHALL R 1 1/2" LONG MINIMUM SHODU0 STUCCO EXIST, (0) Slit SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER ON ARC14TECT WHICH WILL BECOME ME
<br />AND I• MNUUM FOR WALLS MTN NO STCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. ENGINEER OF RECORD (E OR) THE
<br />FDR E PRAND WHO WILL BE RESPONSIBLE FTHEOR E
<br />BUT WIT MNC NUTS PROPER USE OF THE P E 0. OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE
<br />P.E.D. EN41M'ER, SHALL SUMNn 10 III LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW.
<br />A3) 44 CASE INAT PRECAST $PONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />EXISTING WALL OR FLOOR, ANCHORS SHALL fit LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS (4) INS /C.O. SHIN BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFCSSIOI
<br />ANCHORAGE SHALL BE AS MENTIONED IN AI) VINO IN A2). ENGNEER OF RECORD THAT PREPARED IT
<br />(B) TO_LXISTNGSOE10fum-Nam WALL AS,M C-eO 14. SHUTTER WWUFACnIKA'S LABEL SMALL BE LOCATED ON A READILY YNEILE LOCATION AT STORM
<br />- 1/4. 4 TAPCON AMC"CPS AS MANVFACIIAEO ST I T W RUIIDCX. INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 170942 OF FLO" SULDR40 CODE ONE LABEL
<br />1 4" • . 7 tl' CALx-IN ANCHORS. AS 4AWIFACTUREO RY DEWALI. HNC SHALL BE PLACED P011 EVERY OPENMNC LAIIEUNG TO COMPLY WITH SECTION I7M9.J OF TE
<br />- 1/4'P X 3/4' SOLD -SET ANCHORS, AS DISTRIBUTED BY All PORT SCREW, BOLL A SPECIALTY CO FLORIDA euLaNc CODE
<br />- 114-10 RANELWTE FEMALE D AND PANEWATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION P 11111T11
<br />- 1/4' 4 'ZAAIAC NAIUN ANCHORS, AS MANUFACTURED BY DCWALT, INC �rcP A...
<br />8.1) MINIMUM EMBEDMENT OF TAPODN ANCHORS. ELCO PANELMATES AND ZAMAC NMLN ANCHOR, INTO ONE �VCENB'
<br />. FLORIDA BUILDING CODE Non Nigh VelocityNMFrIGGP4 TOM
<br />13LOCW UNIT S141LL R i 1/4'
<br />9.2) CAUI A SOUR -SET ANCHORS SHALL BE EVBEDOED 7/9• INTO THE CONCRETE BLOCK UNIT. NO ►>Ig,)44 7 .wNe Ia,6BB. I.0 24 GAGE GALVANIZED STEEL STORM PANEL alr w'
<br />STUCCO SWAL BE PERMTTED. 1/4' 4--20 SCREWS USED SMALL BE 1 1/2' LONG MINIMUM SHOVE° 7 .�A EXHSr. * �• � �MflMW1 IY 1n a�
<br />AND 1' MWWVM FOR WALLS Wn14 NO STUCCO. - IL E C O HNC GLOBAL PWTECTNM. PRONCTS, U.C. 01nM
<br />Ti'�:, STATE -:
<br />8.3) T CASE THAT PRECAST STONE, OP PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS LE FOUR '`(ORI /� ✓ .NOB A. a1 anO*
<br />EXISTING WALL ANCHORS SHALL R EON° ENOUGH TO REACH 111E MAIN STRUCTURE BEIMNU St
<br />PA. \• ! .r ,A. a, r MY.,AW. w w fMML n -,
<br />S u I r UT. .n_I .. oM An-+•n "BM o»,4. 7F.A .AA (bNT.W . PT 2D-E7s
<br />AYNN w
<br />ANCMORAG[ SHALL BE AS MENTIONED IN B.,} AND IN 8.2) STONAL N a-BIX"t", sIl[T 1 HP M
<br />I/ /m1111 AL1YY PE ,1A /91N"IUAI/BNn ,y;ntl A "U." 0» 04. ,r
<br />CONCRETE ANCJNORS
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROWN 10)
<br />r
<br />LC
<br />INSTALLATION DETAILS FOR REGULAR PANEL i1 )
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />_QSIT_
<br />CONCRETE
<br />00 _
<br />BLOCK RCiNBLOCN
<br />RLQUMEDCONRTGasoRCOLMLD.
<br />AN(fEE 9CNmUlE ON ` EXISTING POURED
<br />R _.0 SNLE75 9 THROUGH i0) / - O OONCRETE OR
<br />( U Ta
<br />-__ -____ -
<br />1
<br />1-101
<br />E _--._.._- 0 : -..A. T:..
<br />I SEPARATION I
<br />ro GLASS, I
<br />ExlST91Gr,R� (SEE SCHEDULE I
<br />OLA95 I ON SHEET 3) I
<br />I U
<br />1 I
<br />CONCRETE ANCHORS , ` ,� I_.
<br />ON i
<br />6N1 T-47
<br />1' Ma.
<br />I PANEL LENGTH
<br />(SEE SCHEME
<br />ON SHEET 3)
<br />(sEE sc11Ev xE 1 t-
<br />SHEETS I THROUGH Ilm
<br />I Sox
<br />5i /. s• . I OF 1'
<br />1 Lux.
<br />LID... .; ®' I 1 4Y-xalw Itxn
<br />`/
<br />C.D. I
<br />1
<br />r
<br />I , ® y- 1/11 IUA/14 ,p 4 a
<br />.:/,• + -ED_. f._- 1x I/Y et. Y, •/ NMI
<br />;R I - I . MIT. '_
<br />i (ALTERNATE
<br />" I LEG LOCATION
<br />- I
<br />ALTERNATE CONCRE . _ � 1SIWG 90URm WNCRETE
<br />ANCHORS OR C6NCRCTE BLOCK REOUWED.
<br />(SEE SCHEDULE ON
<br />SMELTS 9 THROUGH 10)
<br />E.O.. EDGE DISTANCE ��J E-9WM�:
<br />(SEE SCHEDULE ON TOP A BORON MOUNTINGS CAN BE
<br />SHEETS 9 A I0) COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />j ON SO4M ]
<br />9
<br />1
<br />I ,t
<br />I
<br />I
<br />Goss
<br />EX WAI -YY
<br />1
<br />E.O.
<br />EXISTING PDIIEQ.
<br />RCONCRETE E ROCK I
<br />CONCRETE ANCHORS -_
<br />STAMM W/ SRIT7
<br />(SEE SCHEDULE ON
<br />SHEETS 9 TROUGH 10)
<br />caNcacrE ocx �,J�.•.m.,-
<br />1/4- REQUIRED. - _ I 3-.-WIli•w=
<br />W. _. _ _ __... CONCRETE ANCHORS ' ��%�' ' ', -
<br />(SEE SG/mILE ON • �+1/, H -__. } I
<br />. SHEETS 9 THROUGH 10)', I
<br />1
<br />EOI / 1
<br />1 I EOj.-. I (/7��7
<br />f- I l,l
<br />1.1I An,, ED. �I'll I
<br />v/ 1
<br />I
<br />1
<br />1• YaA. II*'T GLASS SEPARATION i 1. LE
<br />PANED. D SCHEDULE -.� (SEE SCHDUL 1 SMIEL THCDUL1
<br />(SEE SHEET 3) 'ON ]) i NOD Sim D
<br />I y ,..- L
<br />. t:l Exi"AD I I
<br />5011 GLASS I 1 Cl) 1-,{
<br />f /y iy/� I
<br />/ '.
<br />EA. .;.//,,,
<br />I.l 1
<br />U / . � _
<br />1j. • _1 1/2' O.0 1 .j APIl1CAAE),
<br />CONCRETE ANCHORS _. _ J 1
<br />. - .) -_1 (SEE SCHEDULE ON %' -.1- ....- ..)
<br />= __ NiS O30O�./y:
<br />EXISTING POURED E( =) AraW/ _ M CONCRETE BLOCK
<br />ARE USED. Rom.
<br />VJI 1•. .1 r A M d1`747151
<br />3kMIif)1w�
<br />INSTALLATION DETAILS FOR REGULAR PANEL i>1 INTO WOOD
<br />�' 1I ALTERNATE LEG
<br />4.... (MA.) EXI6T91G ANqpQ I - ... LOCATION
<br />SEAM REQUIRED. STRURlB,A-L
<br />ADEQUACY OF EXISTING WOW ." li
<br />BEAN TO eE CERTIFIED BY '
<br />REGISTERED ENGINEER DR Ea . - ". Il. / -
<br />®
<br />ARCHITECT PRIOR TO SMUTTER
<br />INSTALLATION, '• ANCHORS ALTERNATE WOOD ANCHORS III .- I• I -.
<br />( SCNCDULF ON (SEE SCHEDULE ON 4T11• IO "' " ,4Ap
<br />SHEET I1) SMELT „) ''1 --EO+FD-. .-
<br />mleis Mm "No' *0 wr
<br />E
<br />III
<br />( f
<br />-_I'L UI. WOODHEADER- , 11, In' .----- _
<br />EXISTING ( I ._.. _ 7 - _.- ...'__ _.. - I REOUIIED `• .. AN i 4 - IuD tln
<br />GLASS ® 1 WOOD ANCHORS I I I 1 I. • 4 1/P 6G
<br />(SEE
<br />44E'TSC'FWLE ON �.. %tM �li j /�
<br />-1 OLASS.(SFF I lJ 1 -� I ``% 1 I SCHEDULE I UHY)BF+' Min. SEPAAM3FTDN To CLASS, i
<br />1 ON SHEET 3) I 9a IAn r
<br />I ,/ - ----! 4 -' PA/[I. lva r (.5fi SCIEOULF ON 519,Er ]) 1 `/4 •BLn1� 1• MAT(
<br />NOON E )� j 'k, [ 1 VAN f ' PANEL U:NOT11
<br />I I PARR LENGTH :.. _-
<br />- -
<br />... -_ 1' / 1 M nA ma (SEE SCHEDULE
<br />L-__- .._.. .... .._. (SEE SCHEDULE Ex _.________ _ ._.. ___.:.. ._ `. .I -- NET 3)
<br />I - ( i ) M•A1 tAe1 T� ON fN
<br />-. ql __-.. - . 1 ON SHHEET J) GUlSS -"l
<br />(-- (�7 j $GUILE
<br />1 ''�' DOW I I .� OF 1-
<br />I i ,(� OF 1• I 1 1 MA,X.
<br />MAX
<br />I • 12 1/2- O.C. ! ,
<br />FO
<br />NO F 1.. I I _ ,I
<br />p,N-IANr
<br />I
<br />i � IHOO Ian
<br />ALUnU I -.. L I F1. .. r W a 1/4' O.0
<br />.__.._ -.- L ._.-._-_ MCR REoO Y.4' WOOD PIA _ �; ANCHORS
<br />YI000 ANCHORS 1. __ -_._. _ RfQU1RE0 I 10�I LSF.L SCHEDULE am
<br />SHEET 1 1)Ii (SEE SCHEDULEpULL ON _ s _ , - _._. _ .. 3/4' ' 91EkT 11)
<br />--2• MITI.-- - - - -- '
<br />GILD-OLIT MOUNTING
<br />ALMRMATrA
<br />ALTERNATIVE 4W
<br />SCALE
<br />HINNH BONE ]/e-,•
<br />DER 46 ft
<br />.La'',.%GEN'te f.
<br />NOTE_ FOR COMBINATION DF SECTIONS; # . 11 NO. 44187 •'• FLORIN BUILDING CODE Man High Velocity Numcons Zone)
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. ALSO
<br />TOP k BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING pA.f) AND PANEL LENGTHS S1i1TEOF 7 R°'0TM'W°'.c 24 GAGE OALVAIIZED STEEL STORY PANEL �"'w,
<br />COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET3 � `_...
<br />INSTALLATION. 2. FOR NEV WOOD FRAME CONSTRUCTION: WOOD IS 0A1,," "i0•�,.N1vt • • -_:r: _ ,. _ �v n/nnaR
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC "YIy .. _.. . _ 1L E C O INe. ��� N �• an.
<br />DENSITY of 0.55 OR EQUAL. „4�NA� „E"N ALz. �, ;:'",FBI"» m GT a ` '. 06N)I0- F61I JXFFFMi.6.>.M.n7 zo-ns
<br />Pl, IWJ•ON"ILA[/OUt G-000Rn r OIMVi° 6.
<br />1CI1 A II Ar., lA aMn l OI n
<br />_41-I
<br />N
<br />N
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<br />Cn f N .I--+
<br />U
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<br />C = Co -
<br />CD -I 0 cu^
<br />C O O ' �= W
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<br />'CV O \V O
<br />.=r _0 E ^' Q
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<br />' N 4
<br />cc L. Lu
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<br />Z = M U CI
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<br />N C L.
<br />TO tp
<br />N 'p (-�, .0
<br />LI)-C N N 10
<br />3C u5 Cu, ]C
<br />°3 c_ y as
<br />C-
<br />.= c
<br />G7 ,7 .z
<br />� II
<br />cc 3 3 m
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<br />i L_ [�
<br />3. C" AC T
<br />" a •=
<br />C E
<br />R U
<br />CO
<br />Cn n�,A
<br />W
<br />CD
<br />_0) =
<br />O
<br />CDL
<br />U) CL
<br />CD U
<br />0
<br />m L_
<br />0-
<br />0 'a)//I�
<br />B' V J
<br />W
<br />BBBBI
<br />W
<br />= Z
<br />Z
<br />Q
<br />J
<br />L1
<br />SHEET NO.
<br />SH 1.3,
<br />1.5'x1 !• wiI NOD-o'
<br />T�H OIN[H:T T' •U' 9T D 'i' Y TRACK IN."wEN4 MOUNT HEADERIHEIDDt NIGLC TRACK 4f/,+ •Too[
<br />- DIRECT MDAR 46' 32' 32• 35• 1. 1• so,
<br />1LE TUD
<br />14 1.S,1I SANGTUO 3B• 32' 3Y 3242' '. AA•
<br />f T• TRACE 55' 32' 1. 42' 67' GO' SO'
<br />ix 1.
<br />32' 32.3r a0' SG' S660' S6' 1.
<br />PM
<br />GAP Ta I SECTION A -A ��
<br />N.T 6.
<br />A1mm
<br />(1) L+. YN
<br />L Mo
<br />(2) PW=
<br />CM04 A
<br />(3) SEE SCHEDULE BLOW FOR FBI PANG LANWH FOR ICR061IY OLALW"rOk.
<br />MPAlAYXM INTO WOOD ARE LWf M TO Y 95 0..1 MAX VISA. DEMON PRESSURE RATIO
<br />F - VL`crW - FLORIDA BUILDING CODE Non High Velootty HIM cons Zone)
<br />* • D. 44167 .. j ex" TXn' .c. 24 III GALVANIZED STEEL STORY PANEL IF w•..
<br />. III
<br />1l. TATEOF �_ * Ts'7Lp -11 IIL ECOIN6. AL PROTECTION PRODUCT$
<br />"n'0 E
<br />�F ., ()RIUA f(,4' /- / -s(7 N. aOA WWaAa A AIM •°pODWNc��L 1]971{ T
<br />)ySS/ • ... • • G�A1N / H-. ".." HOE: 0""-7N. FAA, "No -am 20-175
<br />4'iryh N� G IR".Yq w4 r aWRO N"
<br />IINY T+E/AMIF A W., IIIW •IQI ] O N,
<br />INSTALLATION DETAILS FOR REGULAR PANEL (1)
<br />INTO WOOD STRUCTURES __
<br />"- •- ,I �,: WQoo ANCHORS . �. IIII . I;' ..-.--�A� -.__ I -O_. _'_____ I
<br />"' - 1''I, ;' E SCHEDULE ON '`' v4'P-N11r 1 (SEE SCHEDULE 1 I/4Y-arr
<br />'� ""- II SHIFT 11) . f 9.T,.ZO NFAB aan 1 ON SHEET >� I .d n r
<br />I 3 ; -_- _ = f wwN�. n
<br />wooD HEADER ` 1 , ,. 11 _._ ._ .) fxLTnEN. j + .. .. . . _._ 1" Mm.
<br />1 1'+ANEI tLNDT
<br />REOUIIKD 1 1 O MOOD ANCHORS L I. r :II _- ' ° =` :._.... -:..-..:�__ _::__ __ _ i _ (SR SCREINIII
<br />,I j ,' 1/4. (SUE SCHEDULE ON 1 � __ ON SHEET , FOR
<br />__ SHEET 11 QI SPACER "
<br />YAx
<br />/2I � $vALa I 1 OF 1
<br />._) /I '• .I 1 I I _ TOOTH I MAX
<br />'t2'. ,, 1 -1 N HYOID EHFJIDER 1 ED _ - -_-__
<br />1
<br />-.
<br />i
<br />1 - I
<br />I I I t 4- 1 ----__ I
<br />Ir �j,1 MA%. LONG AL LAM SPACERS • 12 1/2-
<br />.. I �� I I .. !I 0C. (SEE TABLE /I ON SHUT 11.)
<br />' ' ' SEI NOTE •. BELOW MR LIMITATIONS FOR
<br />W. 1 1 fffff-----���'L- MAX lI l 'I 1 1/2' LONG SLEEVES.
<br />1 513AAIAION I _ V 1• MAX.MA71� I PANEL LENGTH I� 10 GLASS"PANEL LENGTH I II
<br />1 (SE[ SCMEDULF I (SEE SCNEDt" 1 I (E yCEME -. ', I. _PANEL MATE FfT4ALL D DR PANEL MATE
<br />I ON SHEET 3) I ON SHEET 3) ON
<br />I f _ H S.S. aGn 4 I I 11 PLUS (LEE saEOLAE G1 SWEET l t)
<br />OA7� L Min. I �` ( ,
<br />EXISTING I ! .. N oN�wa T-h GLASS -11 To i J,..-.\\ aATF WOOD
<br />En
<br />�A95 I I I i DIE L I DIRECT MOUNT W/ SPACER
<br />P4 --- --k-_ 1 � * , .. �; ALTERNATIVE 2W' �.
<br />SCALE 3/8.1•
<br />1 - I SEE TABLE /1 ON SHEET 11 FOR MAX. PANEL LENGTHS A
<br />I 504 1 1 • 12 I/2" O.C. A3 I 1 ��jy, DO .. '! 1 A/A71. .D OESIGII LOADS FOR iM4 INSTALLATION.
<br />1
<br />I- ' - 1 WOOD ANCHORS I * * 11=
<br />STAGGERED w/ snD II) - L __ " _- _ - L_ -_. 1 I rA (S $1L'M[DU.E DN ... M Wr R I 'Ir VINO Ie
<br />-R iI I li ) (1) NOULLV W 6 UW= /0 A CAR IN" MALOWN WAN 16-0-
<br />PLATE RCOUDIREb . * I :' i NIR•M MG �O OOWADIILrMDOW M°°W"= IIOM NW
<br />WOOD ANCHORS I• Mk SWAMIR TO AFAR eOdTm I I 1 } W000
<br />' 1 • $7AOGI RED W/ SIUD M OW 3 WTI R RmUCm 10 1/O M ' L. , _ . 101' E REWIRED M) AOOC M GRa TIM WIWOIOR M VA4 WRNOWT 0 a(SEE SCHEDULE ON TOM AI IWFOND"O Ca0Ro1• M Pon im RA6) WARM R it 1/2 MMMAt N 6 tie G.C.
<br />... _ SI M 11) ocivm WRH 1 fcim Is} 1pFwI.TON P�1 t9 In• GC. XAQiY tie
<br />a1
<br />(1) wmm AN go" PIOFIR,
<br />MnN M .6. -4S µl. (3) VAL 24 9%9 MO6 LOIN" • LMO 10 N• A ANY OPINION
<br />' (7) YAIOP.Y wOW FWIp IWNIH e 6 A 1 pornwnm "M VAM PANEL loom IUam M
<br />7L
<br />yyF1��,�L yLy�y�IaI�. I I (All 1/9' IIXN fMM fol•OOR eM TINE R Y NOVAS a
<br />aOal`afRla.Ia9a[ W SIOI.1 MOIa ,41NWAlON • ONLr 91lSi L "MYAOM OI 1 ,n• LOO arNCOO tw In ma.
<br />ALTERNATrvE 1 W M0 4. OOS1.N WOOD IRMeE WALL SCALE ]/6., MAMA Pal .M TWO 1. a AO 3 At Wro"S •r A81Y
<br />SCAE 3/e-1- (A) 4NNMAT m .up ONLY "M VINO I aaat-IIDMOM AO 1K a112D (7A a"" OF THE T1aN.
<br />Z,n I. 14 3 PFa A.IY IT NI a am 1
<br />1TRS-M. MN [_._.__L_'___'-
<br />IIQ7FS 4*�,t0z.��i,
<br />Ea '''• : e
<br />FLORIDA BUILDING CODE Non High VelocityHurrlcon• Zone
<br />NOTE FOR COYBINATON OF SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. :• NO, 44167 °�RL1�0''"L 24 BALE GALVANIZED STEEL STORY PANEL AA.
<br />DESIGN PRESSURE RATtNG (p.I.f) AND PANEL LENGTHS Ill * , 111, C Ir = DINT W.
<br />TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR s 1: a
<br />COMBINED IN ANY WAY TO SUIT A14Y ALTERNATE 2V STATE OF C GLOBAL PROTECTION PRODU U.C.INSTALLATION. )�O r _ _ NIL E C O INt. ..Be ar 6, NRn C15. ONE
<br />2. FOR NEW W000 FRANC CONSTRUCTION: WOOD '` • �ORIOt';:• fi Zv 11M r. r Y.WN. n 6AAIL 2 riiu
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC Ni%•.•••...11 ^^ Ixlm��- An-I.n nNNcI f96T)Nr••1RN6. FA, tw.>,.9.6747 20-175
<br />DENSITY OF 0.55 OR EQUAL. AbIN/BR4 tuAr/an G` OUMI• r AMMAWAMMI eRNR.N M
<br />W1L1R A W. k 'M INRI a O 19
<br />DIEM AI NOTES
<br />AMRn 40. 4Wri.Y ,rT: fRP9rV • 2 /YYO f1eRa FWFSLwE. (t) ID lELS➢OG Y/OGO fMFE sP� f6AV�._G..• 0.56 IaN.:.
<br />1. STORY PANCE SF/QR61 ON I4S PRODUCT EVILUA710N DOCUMENT (P.LD.) 1u5 BEEN VERIFIED FOR COMPLIANCE R+ ACCORDANCE - 1/A•a TAPCON ANCHORS, AS WMNACIURED Br IT.IF BUIDEA. INC
<br />W14 THE 2020 (7Lh EDITION) Or THE FLORGA BUILDING CODE THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH-'14-10 PANCIAATE FDAALE ID VINO PANEEAMIE PLUS ANb10R5, AS MANUFACTURED BY ELCO CONSTRUCTION PROOW:TS,
<br />VELOCITY HURRICANE ZONES (1N4M-DARE / BRDWMD COUNfR:S). - 1/4'a LAG SCREWS t'+pi NOS
<br />WI BE P 1 THE . i A C WINO D[SIC1R ND I.MAS STILT. DEPERMNED A$ PER SECTION S). OF L ABO.E YENT101E0 CODE OR BNiH
<br />- 7/16'4 . 5/9' WOOD eu9htl0, AS OSIRIBIRW BY ALL P(X41T SCREW. BOLT A SPECAItt CO.
<br />P F A F THE WNFAE STORM PANEL WILT R INSTALLED, VINO FOR D6ECIIOMALJtt ACTOR
<br />SPEED AS 11EDIIFEQ O HE AJR,STIICIION ALL.ED,
<br />MD•0 7-1 N ME MAXIMUM AS I DESCH RERATINGS 63 USING ASCE BAND SHALL 0 ExCEN OESIC PRESSURE INDICATED ON SHEETS C t M T INTO T + 1 F P ( )) NM1Ul/ UMAUE FEMALE
<br />ALE (OA ON N ° 1r0100 OF MOON ANc11oRs STALL BE /T AND ? tM fLCO ANELAuiE PLUS
<br />X 9 DER 12 • 17, 16, AND PNNELMALE FEIAALC D
<br />IN ORDER TO vERtRY THE ABOVE CONdnoN, ULt1WTF DESIGN WIND .ENDS DE7E/•4NE0 PER ASCE 7-1e SHIALI R FIST
<br />REDUCED TO AS 0. DESIGN PRESSURE RATING BY MUL.tIPLYING THEM BY 0-6 IN ORDER 10 COMPARE THESE W/ MAX (ALSO) C 2) MINIMUM TREADED PENEIMTWM OF LAC SCREW, INTO THE WOW FRAME UM SMALL BE 1 1/2' NO THREADED
<br />DIESIGN PRESSURE RATINGS INDICATED ON SHEETS X 9 TRU 12 A 17. 18. PENETRATION INro STUCCO SHALL K CONSMO M AS PART OF THE KVMM THREADED PENETRATION
<br />IN ORDER TO VfRPFY THAT ANCHORS ON THIS III AS TESTED WERE NOT OVER STRESSED, A 337E INCREASE IN Ail OWA91.a.
<br />STRESS FOR VBNIF LOADS WAS tl0I USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS RON OFTTTUN/ND IN II MNMUFM 1I DISTANCE OF LAG SCREYA6. INTO WOOD SHALL BE AS INOCATFD NN THIS OIUWNG
<br />ACCORDANCE IMH N.D.S. 20, 6.
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RIMPANCE HAS BEEN VEIRIM HI ACCORDANCE W17N SECTION 1609.1.2 OF CA) MIMKW PENETRATION OF WODD BUSHINC SMALL BE S/8• 1/4' 9-20 SCREWS USED SMALL R 1 1/2' LONG MOMWM
<br />THE ABOVE MENTIONED CODE AS PER AWRWM'4 TEST LAB OF SOUTH FLORIDAIIFPORM JW14EXIST.
<br />.01-01 AND #0219.02-09. AS SHOULD STUCCO T. AND I' MMMM FOR WALLS WIT NO STUCCO.
<br />PER _10 12-99 A ASTM E 330-02 STANDARDS. AND AMERICAN TESTING LAR SOUTH FLORIDA REPORT /117301-I0 AS PER
<br />TAS-20, AND TAS-2W PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE C.S) IN CASE THAT PRECAST STOW, OR PRECAST CONCETE RPANELS, STUCCO OR BE WOOD BOARDS FOUND ON DIE COSTING
<br />FLORIDA BUILDNC CODE WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE WHINO SUCH PANELS.
<br />ANCHORAGE SMALL BE AS MENTIONED IN C I), C 7) Al CA)
<br />2. ALL ALUMNUM EXTRUSIONS TO BL 000-10 ALLOY AND TEMPER (UNLESS OTHERMSE NOTED) SEE SHEET 2 (0) ANCHORS SHALL BE INSIALEO FOLLOWING ALL OF THE RECOAOAEMOAnM$ AND SPEC,Wf4AIIM& O THE ANCHORi 1AANUFACTURER
<br />3 AL ALUMINUM SHEET META USE° AT CLOSURTS SHALL NAVE 3101 Ells ALLOY . a PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAXS SHOWN ON SECTION I THMAI 6 (SHEETS 4
<br />4, ALI HEET STEEL SMETAL PANELS SHALL HAVE SI UCTUIMI QUALITY STEEL. ASIM A-553 GRADE 60 MNIMUY, G-013 GALVA/R2ED THROUGH 5) EXCEPT THAT HEADERS ® A(D SHALL NOT BE USED.
<br />$TELL LESIGNA110N W/FY- 92 2 LAN (AFTER ROLLED). 9 IT SHALL 8F TM: RESPONMM OF THE CONTRACTOR TO VERITY THE SOUNONESS OF THE STR)CRME WHERE SHUTTER 15 TO BE
<br />5 ALL SCREWS TO BE STAMLLSS STEEL 304 OR 3t6 ASI SERIES OR CORROSM RDSII COATED CARBON STEEL AS PER Dw FDA TO1NRURE PROPER ANCHORAGETHISSHUTTER SHALL ONLY KALIGNED TOCONCRETE BLOCK OR woad FRAME
<br />INGS
<br />500I8 W/ 50 64N YIELD MRDia4 AND 90 " TENSILE STRENGTH AND SMALL COMPLY W/ FLORIDA 9I AIDING CODE SECTION
<br />7411 33.4. 10 EACH REGULAR STORM PAI MT LENGTHS OVER 90' AS PER SECTIONS 1, 2, A. S, 6 AND ALTERNATIVES IW, 3W A 4W ON
<br />SMELTS 4, S. 6 A 7 RESPECTAELY; SHALL NAVE A LEGIBLE AND READILY VISIBLE MAFWWG INSTRUCTING CWNER OR TFMANi TO
<br />6. BOLTS TO BE ASTM A- 307 GALVANIZED "EEL, OR AM -10. SERIES STAINLESS STEEL. WITH 36 MPI MINIMUM YIELD STRENGTH SECURE PANELS WITH APPUCASS RENFORCEMFNI DURING PERIODS OF HURRICANE WARNING
<br />7 ANCHORS TO WALL SHALL BE AS FOLLOWS. It. ME INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SFMIER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT ARM
<br />(A) G_POL
<br />E BUILDING T'O PREVENT WINU/RAW INTRUSION
<br />�Eld$ilN+Rrn THECDNCTSIT�
<br />- 1/4'0 TN•CON ANCHORS AS MANUFACTURED BY I.T.W. OVILDEX. HNC III fB-3197 P.RN.) 11 STORM PANEL INSTALLAEION SHALL COMPLY MT SPECS INDICATED IN THIS DRAMNG PLUS ANY BUILDING AND ZONING RECULAnONS
<br />- 1/4' • . 7/r CALK -IN ANCHORS. AS MANUFACIUNED BY DfW4LT INC PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />,/4Y . 300 POLIO -SET ANCHORS. AS OISiR10UlE0 BY NI PONT SCREN, BOLT A SPECIALTY CO 13 (a) THIS PRODUCT EVAL.UATON OOCUMENT IF ED.) PREPARED Bf THIS ENGINEER IS GENENC ANC, DOES NOT PROVIDE W"WAkTION
<br />EMIT. 0 PANIE0 ATT FOR A SRC SPECFIC PROJECT. I.F. WHERE THE WR CONDITIONS DEVIATE FROM THE P.I D
<br />- f 14-10 PANELWTC FDIAIL p ! PANEIaATE PLUS ANCHORS. AS MANUFACTURED BY FLCO ODNSiRLKf1oN P11ODUCf5.
<br />- 1/4'4 ZAMW MAKIN ANCHORS, AS MANUFACTURED BY DCWALT. INC (D) CONTRACTOR TO K RESPONSIBLE FOR 1HIC SELECTION, PURCHASE AND INSTALLATION AICLUONG UrC SAFETY OF " PRODUCT
<br />THIS P. M T
<br />A t) MINIMUM OR ZAMfM OF INCH ANCHORS ONTO P'OIR,jO CONCRETE SHALL R 1 3/4', 2' rOR E1C0 PANEEWTE VINO BASED ON K ED AT SITE
<br />I HE4 SHE DOES NOT Ot1M1E FROM H CONDITIONS DETAILED ON 11115 DOCUMENT
<br />I ]/+' FOR ZAMAC MAIN ANCHORS CONSTRVLTION SAFETY AT !RE IS THAC CONTRACTOR'S RESP'ONSIBILRT
<br />A.2) CALX-N k SOLD -SET ANCHORS SHALL R EMBE°OFT) 7/SINTO THE POURED CONCIEIF- NO CIA DIM NVi0 (c) TITS PRODUCT EVALUATION DOCUMENT wXA 9C OoNSIOERED WALE, I LIOD61E0
<br />STUCCO SHALL BL PERMITTED. 1/4• 0-20 SCREWS USED SHALL R 1 1/2" LONG MINIMUM SHODU0 STUCCO EXIST, (0) Slit SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER ON ARC14TECT WHICH WILL BECOME ME
<br />AND I• MNUUM FOR WALLS MTN NO STCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. ENGINEER OF RECORD (E OR) THE
<br />FDR E PRAND WHO WILL BE RESPONSIBLE FTHEOR E
<br />BUT WIT MNC NUTS PROPER USE OF THE P E 0. OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE
<br />P.E.D. EN41M'ER, SHALL SUMNn 10 III LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW.
<br />A3) 44 CASE INAT PRECAST $PONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />EXISTING WALL OR FLOOR, ANCHORS SHALL fit LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS (4) INS /C.O. SHIN BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFCSSIOI
<br />ANCHORAGE SHALL BE AS MENTIONED IN AI) VINO IN A2). ENGNEER OF RECORD THAT PREPARED IT
<br />(B) TO_LXISTNGSOE10fum-Nam WALL AS,M C-eO 14. SHUTTER WWUFACnIKA'S LABEL SMALL BE LOCATED ON A READILY YNEILE LOCATION AT STORM
<br />- 1/4. 4 TAPCON AMC"CPS AS MANVFACIIAEO ST I T W RUIIDCX. INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 170942 OF FLO" SULDR40 CODE ONE LABEL
<br />1 4" • . 7 tl' CALx-IN ANCHORS. AS 4AWIFACTUREO RY DEWALI. HNC SHALL BE PLACED P011 EVERY OPENMNC LAIIEUNG TO COMPLY WITH SECTION I7M9.J OF TE
<br />- 1/4'P X 3/4' SOLD -SET ANCHORS, AS DISTRIBUTED BY All PORT SCREW, BOLL A SPECIALTY CO FLORIDA euLaNc CODE
<br />- 114-10 RANELWTE FEMALE D AND PANEWATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION P 11111T11
<br />- 1/4' 4 'ZAAIAC NAIUN ANCHORS, AS MANUFACTURED BY DCWALT, INC �rcP A...
<br />8.1) MINIMUM EMBEDMENT OF TAPODN ANCHORS. ELCO PANELMATES AND ZAMAC NMLN ANCHOR, INTO ONE �VCENB'
<br />. FLORIDA BUILDING CODE Non Nigh VelocityNMFrIGGP4 TOM
<br />13LOCW UNIT S141LL R i 1/4'
<br />9.2) CAUI A SOUR -SET ANCHORS SHALL BE EVBEDOED 7/9• INTO THE CONCRETE BLOCK UNIT. NO ►>Ig,)44 7 .wNe Ia,6BB. I.0 24 GAGE GALVANIZED STEEL STORM PANEL alr w'
<br />STUCCO SWAL BE PERMTTED. 1/4' 4--20 SCREWS USED SMALL BE 1 1/2' LONG MINIMUM SHOVE° 7 .�A EXHSr. * �• � �MflMW1 IY 1n a�
<br />AND 1' MWWVM FOR WALLS Wn14 NO STUCCO. - IL E C O HNC GLOBAL PWTECTNM. PRONCTS, U.C. 01nM
<br />Ti'�:, STATE -:
<br />8.3) T CASE THAT PRECAST STONE, OP PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS LE FOUR '`(ORI /� ✓ .NOB A. a1 anO*
<br />EXISTING WALL ANCHORS SHALL R EON° ENOUGH TO REACH 111E MAIN STRUCTURE BEIMNU St
<br />PA. \• ! .r ,A. a, r MY.,AW. w w fMML n -,
<br />S u I r UT. .n_I .. oM An-+•n "BM o»,4. 7F.A .AA (bNT.W . PT 2D-E7s
<br />AYNN w
<br />ANCMORAG[ SHALL BE AS MENTIONED IN B.,} AND IN 8.2) STONAL N a-BIX"t", sIl[T 1 HP M
<br />I/ /m1111 AL1YY PE ,1A /91N"IUAI/BNn ,y;ntl A "U." 0» 04. ,r
<br />CONCRETE ANCJNORS
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROWN 10)
<br />r
<br />LC
<br />INSTALLATION DETAILS FOR REGULAR PANEL i1 )
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />_QSIT_
<br />CONCRETE
<br />00 _
<br />BLOCK RCiNBLOCN
<br />RLQUMEDCONRTGasoRCOLMLD.
<br />AN(fEE 9CNmUlE ON ` EXISTING POURED
<br />R _.0 SNLE75 9 THROUGH i0) / - O OONCRETE OR
<br />( U Ta
<br />-__ -____ -
<br />1
<br />1-101
<br />E _--._.._- 0 : -..A. T:..
<br />I SEPARATION I
<br />ro GLASS, I
<br />ExlST91Gr,R� (SEE SCHEDULE I
<br />OLA95 I ON SHEET 3) I
<br />I U
<br />1 I
<br />CONCRETE ANCHORS , ` ,� I_.
<br />ON i
<br />6N1 T-47
<br />1' Ma.
<br />I PANEL LENGTH
<br />(SEE SCHEME
<br />ON SHEET 3)
<br />(sEE sc11Ev xE 1 t-
<br />SHEETS I THROUGH Ilm
<br />I Sox
<br />5i /. s• . I OF 1'
<br />1 Lux.
<br />LID... .; ®' I 1 4Y-xalw Itxn
<br />`/
<br />C.D. I
<br />1
<br />r
<br />I , ® y- 1/11 IUA/14 ,p 4 a
<br />.:/,• + -ED_. f._- 1x I/Y et. Y, •/ NMI
<br />;R I - I . MIT. '_
<br />i (ALTERNATE
<br />" I LEG LOCATION
<br />- I
<br />ALTERNATE CONCRE . _ � 1SIWG 90URm WNCRETE
<br />ANCHORS OR C6NCRCTE BLOCK REOUWED.
<br />(SEE SCHEDULE ON
<br />SMELTS 9 THROUGH 10)
<br />E.O.. EDGE DISTANCE ��J E-9WM�:
<br />(SEE SCHEDULE ON TOP A BORON MOUNTINGS CAN BE
<br />SHEETS 9 A I0) COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />j ON SO4M ]
<br />9
<br />1
<br />I ,t
<br />I
<br />I
<br />Goss
<br />EX WAI -YY
<br />1
<br />E.O.
<br />EXISTING PDIIEQ.
<br />RCONCRETE E ROCK I
<br />CONCRETE ANCHORS -_
<br />STAMM W/ SRIT7
<br />(SEE SCHEDULE ON
<br />SHEETS 9 TROUGH 10)
<br />caNcacrE ocx �,J�.•.m.,-
<br />1/4- REQUIRED. - _ I 3-.-WIli•w=
<br />W. _. _ _ __... CONCRETE ANCHORS ' ��%�' ' ', -
<br />(SEE SG/mILE ON • �+1/, H -__. } I
<br />. SHEETS 9 THROUGH 10)', I
<br />1
<br />EOI / 1
<br />1 I EOj.-. I (/7��7
<br />f- I l,l
<br />1.1I An,, ED. �I'll I
<br />v/ 1
<br />I
<br />1
<br />1• YaA. II*'T GLASS SEPARATION i 1. LE
<br />PANED. D SCHEDULE -.� (SEE SCHDUL 1 SMIEL THCDUL1
<br />(SEE SHEET 3) 'ON ]) i NOD Sim D
<br />I y ,..- L
<br />. t:l Exi"AD I I
<br />5011 GLASS I 1 Cl) 1-,{
<br />f /y iy/� I
<br />/ '.
<br />EA. .;.//,,,
<br />I.l 1
<br />U / . � _
<br />1j. • _1 1/2' O.0 1 .j APIl1CAAE),
<br />CONCRETE ANCHORS _. _ J 1
<br />. - .) -_1 (SEE SCHEDULE ON %' -.1- ....- ..)
<br />= __ NiS O30O�./y:
<br />EXISTING POURED E( =) AraW/ _ M CONCRETE BLOCK
<br />ARE USED. Rom.
<br />VJI 1•. .1 r A M d1`747151
<br />3kMIif)1w�
<br />INSTALLATION DETAILS FOR REGULAR PANEL i>1 INTO WOOD
<br />�' 1I ALTERNATE LEG
<br />4.... (MA.) EXI6T91G ANqpQ I - ... LOCATION
<br />SEAM REQUIRED. STRURlB,A-L
<br />ADEQUACY OF EXISTING WOW ." li
<br />BEAN TO eE CERTIFIED BY '
<br />REGISTERED ENGINEER DR Ea . - ". Il. / -
<br />®
<br />ARCHITECT PRIOR TO SMUTTER
<br />INSTALLATION, '• ANCHORS ALTERNATE WOOD ANCHORS III .- I• I -.
<br />( SCNCDULF ON (SEE SCHEDULE ON 4T11• IO "' " ,4Ap
<br />SHEET I1) SMELT „) ''1 --EO+FD-. .-
<br />mleis Mm "No' *0 wr
<br />E
<br />III
<br />( f
<br />-_I'L UI. WOODHEADER- , 11, In' .----- _
<br />EXISTING ( I ._.. _ 7 - _.- ...'__ _.. - I REOUIIED `• .. AN i 4 - IuD tln
<br />GLASS ® 1 WOOD ANCHORS I I I 1 I. • 4 1/P 6G
<br />(SEE
<br />44E'TSC'FWLE ON �.. %tM �li j /�
<br />-1 OLASS.(SFF I lJ 1 -� I ``% 1 I SCHEDULE I UHY)BF+' Min. SEPAAM3FTDN To CLASS, i
<br />1 ON SHEET 3) I 9a IAn r
<br />I ,/ - ----! 4 -' PA/[I. lva r (.5fi SCIEOULF ON 519,Er ]) 1 `/4 •BLn1� 1• MAT(
<br />NOON E )� j 'k, [ 1 VAN f ' PANEL U:NOT11
<br />I I PARR LENGTH :.. _-
<br />- -
<br />... -_ 1' / 1 M nA ma (SEE SCHEDULE
<br />L-__- .._.. .... .._. (SEE SCHEDULE Ex _.________ _ ._.. ___.:.. ._ `. .I -- NET 3)
<br />I - ( i ) M•A1 tAe1 T� ON fN
<br />-. ql __-.. - . 1 ON SHHEET J) GUlSS -"l
<br />(-- (�7 j $GUILE
<br />1 ''�' DOW I I .� OF 1-
<br />I i ,(� OF 1• I 1 1 MA,X.
<br />MAX
<br />I • 12 1/2- O.C. ! ,
<br />FO
<br />NO F 1.. I I _ ,I
<br />p,N-IANr
<br />I
<br />i � IHOO Ian
<br />ALUnU I -.. L I F1. .. r W a 1/4' O.0
<br />.__.._ -.- L ._.-._-_ MCR REoO Y.4' WOOD PIA _ �; ANCHORS
<br />YI000 ANCHORS 1. __ -_._. _ RfQU1RE0 I 10�I LSF.L SCHEDULE am
<br />SHEET 1 1)Ii (SEE SCHEDULEpULL ON _ s _ , - _._. _ .. 3/4' ' 91EkT 11)
<br />--2• MITI.-- - - - -- '
<br />GILD-OLIT MOUNTING
<br />ALMRMATrA
<br />ALTERNATIVE 4W
<br />SCALE
<br />HINNH BONE ]/e-,•
<br />DER 46 ft
<br />.La'',.%GEN'te f.
<br />NOTE_ FOR COMBINATION DF SECTIONS; # . 11 NO. 44187 •'• FLORIN BUILDING CODE Man High Velocity Numcons Zone)
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. ALSO
<br />TOP k BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING pA.f) AND PANEL LENGTHS S1i1TEOF 7 R°'0TM'W°'.c 24 GAGE OALVAIIZED STEEL STORY PANEL �"'w,
<br />COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET3 � `_...
<br />INSTALLATION. 2. FOR NEV WOOD FRAME CONSTRUCTION: WOOD IS 0A1,," "i0•�,.N1vt • • -_:r: _ ,. _ �v n/nnaR
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC "YIy .. _.. . _ 1L E C O INe. ��� N �• an.
<br />DENSITY of 0.55 OR EQUAL. „4�NA� „E"N ALz. �, ;:'",FBI"» m GT a ` '. 06N)I0- F61I JXFFFMi.6.>.M.n7 zo-ns
<br />Pl, IWJ•ON"ILA[/OUt G-000Rn r OIMVi° 6.
<br />1CI1 A II Ar., lA aMn l OI n
<br />_41-I
<br />N
<br />N
<br />r-
<br />Cn f N .I--+
<br />U
<br />a) Q O
<br />C Cu -0 �
<br />.m 5 � Cn '�^
<br />C = Co -
<br />CD -I 0 cu^
<br />C O O ' �= W
<br />C !� O LL
<br />'CV O \V O
<br />.=r _0 E ^' Q
<br />-0 .- co A<
<br />CI
<br />N
<br />f0 LL
<br />' N 4
<br />cc L. Lu
<br />©�o
<br />V 2 n C
<br />Z = M U CI
<br />lN
<br />TJ am >C
<br />N C L.
<br />TO tp
<br />N 'p (-�, .0
<br />LI)-C N N 10
<br />3C u5 Cu, ]C
<br />°3 c_ y as
<br />C-
<br />.= c
<br />G7 ,7 .z
<br />� II
<br />cc 3 3 m
<br />w �
<br />_N 17 u a
<br />i L_ [�
<br />3. C" AC T
<br />" a •=
<br />C E
<br />R U
<br />CO
<br />Cn n�,A
<br />W
<br />CD
<br />_0) =
<br />O
<br />CDL
<br />U) CL
<br />CD U
<br />0
<br />m L_
<br />0-
<br />0 'a)//I�
<br />B' V J
<br />W
<br />BBBBI
<br />W
<br />= Z
<br />Z
<br />Q
<br />J
<br />L1
<br />SHEET NO.
<br />SH 1.3,
<br />GAP Ta I SECTION A -A ��
<br />N.T 6.
<br />A1mm
<br />(1) L+. YN
<br />L Mo
<br />(2) PW=
<br />CM04 A
<br />(3) SEE SCHEDULE BLOW FOR FBI PANG LANWH FOR ICR061IY OLALW"rOk.
<br />MPAlAYXM INTO WOOD ARE LWf M TO Y 95 0..1 MAX VISA. DEMON PRESSURE RATIO
<br />F - VL`crW - FLORIDA BUILDING CODE Non High Velootty HIM cons Zone)
<br />* • D. 44167 .. j ex" TXn' .c. 24 III GALVANIZED STEEL STORY PANEL IF w•..
<br />. III
<br />1l. TATEOF �_ * Ts'7Lp -11 IIL ECOIN6. AL PROTECTION PRODUCT$
<br />"n'0 E
<br />�F ., ()RIUA f(,4' /- / -s(7 N. aOA WWaAa A AIM •°pODWNc��L 1]971{ T
<br />)ySS/ • ... • • G�A1N / H-. ".." HOE: 0""-7N. FAA, "No -am 20-175
<br />4'iryh N� G IR".Yq w4 r aWRO N"
<br />IINY T+E/AMIF A W., IIIW •IQI ] O N,
<br />INSTALLATION DETAILS FOR REGULAR PANEL (1)
<br />INTO WOOD STRUCTURES __
<br />"- •- ,I �,: WQoo ANCHORS . �. IIII . I;' ..-.--�A� -.__ I -O_. _'_____ I
<br />"' - 1''I, ;' E SCHEDULE ON '`' v4'P-N11r 1 (SEE SCHEDULE 1 I/4Y-arr
<br />'� ""- II SHIFT 11) . f 9.T,.ZO NFAB aan 1 ON SHEET >� I .d n r
<br />I 3 ; -_- _ = f wwN�. n
<br />wooD HEADER ` 1 , ,. 11 _._ ._ .) fxLTnEN. j + .. .. . . _._ 1" Mm.
<br />1 1'+ANEI tLNDT
<br />REOUIIKD 1 1 O MOOD ANCHORS L I. r :II _- ' ° =` :._.... -:..-..:�__ _::__ __ _ i _ (SR SCREINIII
<br />,I j ,' 1/4. (SUE SCHEDULE ON 1 � __ ON SHEET , FOR
<br />__ SHEET 11 QI SPACER "
<br />YAx
<br />/2I � $vALa I 1 OF 1
<br />._) /I '• .I 1 I I _ TOOTH I MAX
<br />'t2'. ,, 1 -1 N HYOID EHFJIDER 1 ED _ - -_-__
<br />1
<br />-.
<br />i
<br />1 - I
<br />I I I t 4- 1 ----__ I
<br />Ir �j,1 MA%. LONG AL LAM SPACERS • 12 1/2-
<br />.. I �� I I .. !I 0C. (SEE TABLE /I ON SHUT 11.)
<br />' ' ' SEI NOTE •. BELOW MR LIMITATIONS FOR
<br />W. 1 1 fffff-----���'L- MAX lI l 'I 1 1/2' LONG SLEEVES.
<br />1 513AAIAION I _ V 1• MAX.MA71� I PANEL LENGTH I� 10 GLASS"PANEL LENGTH I II
<br />1 (SE[ SCMEDULF I (SEE SCNEDt" 1 I (E yCEME -. ', I. _PANEL MATE FfT4ALL D DR PANEL MATE
<br />I ON SHEET 3) I ON SHEET 3) ON
<br />I f _ H S.S. aGn 4 I I 11 PLUS (LEE saEOLAE G1 SWEET l t)
<br />OA7� L Min. I �` ( ,
<br />EXISTING I ! .. N oN�wa T-h GLASS -11 To i J,..-.\\ aATF WOOD
<br />En
<br />�A95 I I I i DIE L I DIRECT MOUNT W/ SPACER
<br />P4 --- --k-_ 1 � * , .. �; ALTERNATIVE 2W' �.
<br />SCALE 3/8.1•
<br />1 - I SEE TABLE /1 ON SHEET 11 FOR MAX. PANEL LENGTHS A
<br />I 504 1 1 • 12 I/2" O.C. A3 I 1 ��jy, DO .. '! 1 A/A71. .D OESIGII LOADS FOR iM4 INSTALLATION.
<br />1
<br />I- ' - 1 WOOD ANCHORS I * * 11=
<br />STAGGERED w/ snD II) - L __ " _- _ - L_ -_. 1 I rA (S $1L'M[DU.E DN ... M Wr R I 'Ir VINO Ie
<br />-R iI I li ) (1) NOULLV W 6 UW= /0 A CAR IN" MALOWN WAN 16-0-
<br />PLATE RCOUDIREb . * I :' i NIR•M MG �O OOWADIILrMDOW M°°W"= IIOM NW
<br />WOOD ANCHORS I• Mk SWAMIR TO AFAR eOdTm I I 1 } W000
<br />' 1 • $7AOGI RED W/ SIUD M OW 3 WTI R RmUCm 10 1/O M ' L. , _ . 101' E REWIRED M) AOOC M GRa TIM WIWOIOR M VA4 WRNOWT 0 a(SEE SCHEDULE ON TOM AI IWFOND"O Ca0Ro1• M Pon im RA6) WARM R it 1/2 MMMAt N 6 tie G.C.
<br />... _ SI M 11) ocivm WRH 1 fcim Is} 1pFwI.TON P�1 t9 In• GC. XAQiY tie
<br />a1
<br />(1) wmm AN go" PIOFIR,
<br />MnN M .6. -4S µl. (3) VAL 24 9%9 MO6 LOIN" • LMO 10 N• A ANY OPINION
<br />' (7) YAIOP.Y wOW FWIp IWNIH e 6 A 1 pornwnm "M VAM PANEL loom IUam M
<br />7L
<br />yyF1��,�L yLy�y�IaI�. I I (All 1/9' IIXN fMM fol•OOR eM TINE R Y NOVAS a
<br />aOal`afRla.Ia9a[ W SIOI.1 MOIa ,41NWAlON • ONLr 91lSi L "MYAOM OI 1 ,n• LOO arNCOO tw In ma.
<br />ALTERNATrvE 1 W M0 4. OOS1.N WOOD IRMeE WALL SCALE ]/6., MAMA Pal .M TWO 1. a AO 3 At Wro"S •r A81Y
<br />SCAE 3/e-1- (A) 4NNMAT m .up ONLY "M VINO I aaat-IIDMOM AO 1K a112D (7A a"" OF THE T1aN.
<br />Z,n I. 14 3 PFa A.IY IT NI a am 1
<br />1TRS-M. MN [_._.__L_'___'-
<br />IIQ7FS 4*�,t0z.��i,
<br />Ea '''• : e
<br />FLORIDA BUILDING CODE Non High VelocityHurrlcon• Zone
<br />NOTE FOR COYBINATON OF SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. :• NO, 44167 °�RL1�0''"L 24 BALE GALVANIZED STEEL STORY PANEL AA.
<br />DESIGN PRESSURE RATtNG (p.I.f) AND PANEL LENGTHS Ill * , 111, C Ir = DINT W.
<br />TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR s 1: a
<br />COMBINED IN ANY WAY TO SUIT A14Y ALTERNATE 2V STATE OF C GLOBAL PROTECTION PRODU U.C.INSTALLATION. )�O r _ _ NIL E C O INt. ..Be ar 6, NRn C15. ONE
<br />2. FOR NEW W000 FRANC CONSTRUCTION: WOOD '` • �ORIOt';:• fi Zv 11M r. r Y.WN. n 6AAIL 2 riiu
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC Ni%•.•••...11 ^^ Ixlm��- An-I.n nNNcI f96T)Nr••1RN6. FA, tw.>,.9.6747 20-175
<br />DENSITY OF 0.55 OR EQUAL. AbIN/BR4 tuAr/an G` OUMI• r AMMAWAMMI eRNR.N M
<br />W1L1R A W. k 'M INRI a O 19
<br />DIEM AI NOTES
<br />AMRn 40. 4Wri.Y ,rT: fRP9rV • 2 /YYO f1eRa FWFSLwE. (t) ID lELS➢OG Y/OGO fMFE sP� f6AV�._G..• 0.56 IaN.:.
<br />1. STORY PANCE SF/QR61 ON I4S PRODUCT EVILUA710N DOCUMENT (P.LD.) 1u5 BEEN VERIFIED FOR COMPLIANCE R+ ACCORDANCE - 1/A•a TAPCON ANCHORS, AS WMNACIURED Br IT.IF BUIDEA. INC
<br />W14 THE 2020 (7Lh EDITION) Or THE FLORGA BUILDING CODE THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH-'14-10 PANCIAATE FDAALE ID VINO PANEEAMIE PLUS ANb10R5, AS MANUFACTURED BY ELCO CONSTRUCTION PROOW:TS,
<br />VELOCITY HURRICANE ZONES (1N4M-DARE / BRDWMD COUNfR:S). - 1/4'a LAG SCREWS t'+pi NOS
<br />WI BE P 1 THE . i A C WINO D[SIC1R ND I.MAS STILT. DEPERMNED A$ PER SECTION S). OF L ABO.E YENT101E0 CODE OR BNiH
<br />- 7/16'4 . 5/9' WOOD eu9htl0, AS OSIRIBIRW BY ALL P(X41T SCREW. BOLT A SPECAItt CO.
<br />P F A F THE WNFAE STORM PANEL WILT R INSTALLED, VINO FOR D6ECIIOMALJtt ACTOR
<br />SPEED AS 11EDIIFEQ O HE AJR,STIICIION ALL.ED,
<br />MD•0 7-1 N ME MAXIMUM AS I DESCH RERATINGS 63 USING ASCE BAND SHALL 0 ExCEN OESIC PRESSURE INDICATED ON SHEETS C t M T INTO T + 1 F P ( )) NM1Ul/ UMAUE FEMALE
<br />ALE (OA ON N ° 1r0100 OF MOON ANc11oRs STALL BE /T AND ? tM fLCO ANELAuiE PLUS
<br />X 9 DER 12 • 17, 16, AND PNNELMALE FEIAALC D
<br />IN ORDER TO vERtRY THE ABOVE CONdnoN, ULt1WTF DESIGN WIND .ENDS DE7E/•4NE0 PER ASCE 7-1e SHIALI R FIST
<br />REDUCED TO AS 0. DESIGN PRESSURE RATING BY MUL.tIPLYING THEM BY 0-6 IN ORDER 10 COMPARE THESE W/ MAX (ALSO) C 2) MINIMUM TREADED PENEIMTWM OF LAC SCREW, INTO THE WOW FRAME UM SMALL BE 1 1/2' NO THREADED
<br />DIESIGN PRESSURE RATINGS INDICATED ON SHEETS X 9 TRU 12 A 17. 18. PENETRATION INro STUCCO SHALL K CONSMO M AS PART OF THE KVMM THREADED PENETRATION
<br />IN ORDER TO VfRPFY THAT ANCHORS ON THIS III AS TESTED WERE NOT OVER STRESSED, A 337E INCREASE IN Ail OWA91.a.
<br />STRESS FOR VBNIF LOADS WAS tl0I USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS RON OFTTTUN/ND IN II MNMUFM 1I DISTANCE OF LAG SCREYA6. INTO WOOD SHALL BE AS INOCATFD NN THIS OIUWNG
<br />ACCORDANCE IMH N.D.S. 20, 6.
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RIMPANCE HAS BEEN VEIRIM HI ACCORDANCE W17N SECTION 1609.1.2 OF CA) MIMKW PENETRATION OF WODD BUSHINC SMALL BE S/8• 1/4' 9-20 SCREWS USED SMALL R 1 1/2' LONG MOMWM
<br />THE ABOVE MENTIONED CODE AS PER AWRWM'4 TEST LAB OF SOUTH FLORIDAIIFPORM JW14EXIST.
<br />.01-01 AND #0219.02-09. AS SHOULD STUCCO T. AND I' MMMM FOR WALLS WIT NO STUCCO.
<br />PER _10 12-99 A ASTM E 330-02 STANDARDS. AND AMERICAN TESTING LAR SOUTH FLORIDA REPORT /117301-I0 AS PER
<br />TAS-20, AND TAS-2W PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE C.S) IN CASE THAT PRECAST STOW, OR PRECAST CONCETE RPANELS, STUCCO OR BE WOOD BOARDS FOUND ON DIE COSTING
<br />FLORIDA BUILDNC CODE WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE WHINO SUCH PANELS.
<br />ANCHORAGE SMALL BE AS MENTIONED IN C I), C 7) Al CA)
<br />2. ALL ALUMNUM EXTRUSIONS TO BL 000-10 ALLOY AND TEMPER (UNLESS OTHERMSE NOTED) SEE SHEET 2 (0) ANCHORS SHALL BE INSIALEO FOLLOWING ALL OF THE RECOAOAEMOAnM$ AND SPEC,Wf4AIIM& O THE ANCHORi 1AANUFACTURER
<br />3 AL ALUMINUM SHEET META USE° AT CLOSURTS SHALL NAVE 3101 Ells ALLOY . a PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAXS SHOWN ON SECTION I THMAI 6 (SHEETS 4
<br />4, ALI HEET STEEL SMETAL PANELS SHALL HAVE SI UCTUIMI QUALITY STEEL. ASIM A-553 GRADE 60 MNIMUY, G-013 GALVA/R2ED THROUGH 5) EXCEPT THAT HEADERS ® A(D SHALL NOT BE USED.
<br />$TELL LESIGNA110N W/FY- 92 2 LAN (AFTER ROLLED). 9 IT SHALL 8F TM: RESPONMM OF THE CONTRACTOR TO VERITY THE SOUNONESS OF THE STR)CRME WHERE SHUTTER 15 TO BE
<br />5 ALL SCREWS TO BE STAMLLSS STEEL 304 OR 3t6 ASI SERIES OR CORROSM RDSII COATED CARBON STEEL AS PER Dw FDA TO1NRURE PROPER ANCHORAGETHISSHUTTER SHALL ONLY KALIGNED TOCONCRETE BLOCK OR woad FRAME
<br />INGS
<br />500I8 W/ 50 64N YIELD MRDia4 AND 90 " TENSILE STRENGTH AND SMALL COMPLY W/ FLORIDA 9I AIDING CODE SECTION
<br />7411 33.4. 10 EACH REGULAR STORM PAI MT LENGTHS OVER 90' AS PER SECTIONS 1, 2, A. S, 6 AND ALTERNATIVES IW, 3W A 4W ON
<br />SMELTS 4, S. 6 A 7 RESPECTAELY; SHALL NAVE A LEGIBLE AND READILY VISIBLE MAFWWG INSTRUCTING CWNER OR TFMANi TO
<br />6. BOLTS TO BE ASTM A- 307 GALVANIZED "EEL, OR AM -10. SERIES STAINLESS STEEL. WITH 36 MPI MINIMUM YIELD STRENGTH SECURE PANELS WITH APPUCASS RENFORCEMFNI DURING PERIODS OF HURRICANE WARNING
<br />7 ANCHORS TO WALL SHALL BE AS FOLLOWS. It. ME INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SFMIER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT ARM
<br />(A) G_POL
<br />E BUILDING T'O PREVENT WINU/RAW INTRUSION
<br />�Eld$ilN+Rrn THECDNCTSIT�
<br />- 1/4'0 TN•CON ANCHORS AS MANUFACTURED BY I.T.W. OVILDEX. HNC III fB-3197 P.RN.) 11 STORM PANEL INSTALLAEION SHALL COMPLY MT SPECS INDICATED IN THIS DRAMNG PLUS ANY BUILDING AND ZONING RECULAnONS
<br />- 1/4' • . 7/r CALK -IN ANCHORS. AS MANUFACIUNED BY DfW4LT INC PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />,/4Y . 300 POLIO -SET ANCHORS. AS OISiR10UlE0 BY NI PONT SCREN, BOLT A SPECIALTY CO 13 (a) THIS PRODUCT EVAL.UATON OOCUMENT IF ED.) PREPARED Bf THIS ENGINEER IS GENENC ANC, DOES NOT PROVIDE W"WAkTION
<br />EMIT. 0 PANIE0 ATT FOR A SRC SPECFIC PROJECT. I.F. WHERE THE WR CONDITIONS DEVIATE FROM THE P.I D
<br />- f 14-10 PANELWTC FDIAIL p ! PANEIaATE PLUS ANCHORS. AS MANUFACTURED BY FLCO ODNSiRLKf1oN P11ODUCf5.
<br />- 1/4'4 ZAMW MAKIN ANCHORS, AS MANUFACTURED BY DCWALT. INC (D) CONTRACTOR TO K RESPONSIBLE FOR 1HIC SELECTION, PURCHASE AND INSTALLATION AICLUONG UrC SAFETY OF " PRODUCT
<br />THIS P. M T
<br />A t) MINIMUM OR ZAMfM OF INCH ANCHORS ONTO P'OIR,jO CONCRETE SHALL R 1 3/4', 2' rOR E1C0 PANEEWTE VINO BASED ON K ED AT SITE
<br />I HE4 SHE DOES NOT Ot1M1E FROM H CONDITIONS DETAILED ON 11115 DOCUMENT
<br />I ]/+' FOR ZAMAC MAIN ANCHORS CONSTRVLTION SAFETY AT !RE IS THAC CONTRACTOR'S RESP'ONSIBILRT
<br />A.2) CALX-N k SOLD -SET ANCHORS SHALL R EMBE°OFT) 7/SINTO THE POURED CONCIEIF- NO CIA DIM NVi0 (c) TITS PRODUCT EVALUATION DOCUMENT wXA 9C OoNSIOERED WALE, I LIOD61E0
<br />STUCCO SHALL BL PERMITTED. 1/4• 0-20 SCREWS USED SHALL R 1 1/2" LONG MINIMUM SHODU0 STUCCO EXIST, (0) Slit SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER ON ARC14TECT WHICH WILL BECOME ME
<br />AND I• MNUUM FOR WALLS MTN NO STCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. ENGINEER OF RECORD (E OR) THE
<br />FDR E PRAND WHO WILL BE RESPONSIBLE FTHEOR E
<br />BUT WIT MNC NUTS PROPER USE OF THE P E 0. OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE
<br />P.E.D. EN41M'ER, SHALL SUMNn 10 III LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW.
<br />A3) 44 CASE INAT PRECAST $PONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />EXISTING WALL OR FLOOR, ANCHORS SHALL fit LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS (4) INS /C.O. SHIN BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFCSSIOI
<br />ANCHORAGE SHALL BE AS MENTIONED IN AI) VINO IN A2). ENGNEER OF RECORD THAT PREPARED IT
<br />(B) TO_LXISTNGSOE10fum-Nam WALL AS,M C-eO 14. SHUTTER WWUFACnIKA'S LABEL SMALL BE LOCATED ON A READILY YNEILE LOCATION AT STORM
<br />- 1/4. 4 TAPCON AMC"CPS AS MANVFACIIAEO ST I T W RUIIDCX. INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 170942 OF FLO" SULDR40 CODE ONE LABEL
<br />1 4" • . 7 tl' CALx-IN ANCHORS. AS 4AWIFACTUREO RY DEWALI. HNC SHALL BE PLACED P011 EVERY OPENMNC LAIIEUNG TO COMPLY WITH SECTION I7M9.J OF TE
<br />- 1/4'P X 3/4' SOLD -SET ANCHORS, AS DISTRIBUTED BY All PORT SCREW, BOLL A SPECIALTY CO FLORIDA euLaNc CODE
<br />- 114-10 RANELWTE FEMALE D AND PANEWATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION P 11111T11
<br />- 1/4' 4 'ZAAIAC NAIUN ANCHORS, AS MANUFACTURED BY DCWALT, INC �rcP A...
<br />8.1) MINIMUM EMBEDMENT OF TAPODN ANCHORS. ELCO PANELMATES AND ZAMAC NMLN ANCHOR, INTO ONE �VCENB'
<br />. FLORIDA BUILDING CODE Non Nigh VelocityNMFrIGGP4 TOM
<br />13LOCW UNIT S141LL R i 1/4'
<br />9.2) CAUI A SOUR -SET ANCHORS SHALL BE EVBEDOED 7/9• INTO THE CONCRETE BLOCK UNIT. NO ►>Ig,)44 7 .wNe Ia,6BB. I.0 24 GAGE GALVANIZED STEEL STORM PANEL alr w'
<br />STUCCO SWAL BE PERMTTED. 1/4' 4--20 SCREWS USED SMALL BE 1 1/2' LONG MINIMUM SHOVE° 7 .�A EXHSr. * �• � �MflMW1 IY 1n a�
<br />AND 1' MWWVM FOR WALLS Wn14 NO STUCCO. - IL E C O HNC GLOBAL PWTECTNM. PRONCTS, U.C. 01nM
<br />Ti'�:, STATE -:
<br />8.3) T CASE THAT PRECAST STONE, OP PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS LE FOUR '`(ORI /� ✓ .NOB A. a1 anO*
<br />EXISTING WALL ANCHORS SHALL R EON° ENOUGH TO REACH 111E MAIN STRUCTURE BEIMNU St
<br />PA. \• ! .r ,A. a, r MY.,AW. w w fMML n -,
<br />S u I r UT. .n_I .. oM An-+•n "BM o»,4. 7F.A .AA (bNT.W . PT 2D-E7s
<br />AYNN w
<br />ANCMORAG[ SHALL BE AS MENTIONED IN B.,} AND IN 8.2) STONAL N a-BIX"t", sIl[T 1 HP M
<br />I/ /m1111 AL1YY PE ,1A /91N"IUAI/BNn ,y;ntl A "U." 0» 04. ,r
<br />CONCRETE ANCJNORS
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROWN 10)
<br />r
<br />LC
<br />INSTALLATION DETAILS FOR REGULAR PANEL i1 )
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />_QSIT_
<br />CONCRETE
<br />00 _
<br />BLOCK RCiNBLOCN
<br />RLQUMEDCONRTGasoRCOLMLD.
<br />AN(fEE 9CNmUlE ON ` EXISTING POURED
<br />R _.0 SNLE75 9 THROUGH i0) / - O OONCRETE OR
<br />( U Ta
<br />-__ -____ -
<br />1
<br />1-101
<br />E _--._.._- 0 : -..A. T:..
<br />I SEPARATION I
<br />ro GLASS, I
<br />ExlST91Gr,R� (SEE SCHEDULE I
<br />OLA95 I ON SHEET 3) I
<br />I U
<br />1 I
<br />CONCRETE ANCHORS , ` ,� I_.
<br />ON i
<br />6N1 T-47
<br />1' Ma.
<br />I PANEL LENGTH
<br />(SEE SCHEME
<br />ON SHEET 3)
<br />(sEE sc11Ev xE 1 t-
<br />SHEETS I THROUGH Ilm
<br />I Sox
<br />5i /. s• . I OF 1'
<br />1 Lux.
<br />LID... .; ®' I 1 4Y-xalw Itxn
<br />`/
<br />C.D. I
<br />1
<br />r
<br />I , ® y- 1/11 IUA/14 ,p 4 a
<br />.:/,• + -ED_. f._- 1x I/Y et. Y, •/ NMI
<br />;R I - I . MIT. '_
<br />i (ALTERNATE
<br />" I LEG LOCATION
<br />- I
<br />ALTERNATE CONCRE . _ � 1SIWG 90URm WNCRETE
<br />ANCHORS OR C6NCRCTE BLOCK REOUWED.
<br />(SEE SCHEDULE ON
<br />SMELTS 9 THROUGH 10)
<br />E.O.. EDGE DISTANCE ��J E-9WM�:
<br />(SEE SCHEDULE ON TOP A BORON MOUNTINGS CAN BE
<br />SHEETS 9 A I0) COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />j ON SO4M ]
<br />9
<br />1
<br />I ,t
<br />I
<br />I
<br />Goss
<br />EX WAI -YY
<br />1
<br />E.O.
<br />EXISTING PDIIEQ.
<br />RCONCRETE E ROCK I
<br />CONCRETE ANCHORS -_
<br />STAMM W/ SRIT7
<br />(SEE SCHEDULE ON
<br />SHEETS 9 TROUGH 10)
<br />caNcacrE ocx �,J�.•.m.,-
<br />1/4- REQUIRED. - _ I 3-.-WIli•w=
<br />W. _. _ _ __... CONCRETE ANCHORS ' ��%�' ' ', -
<br />(SEE SG/mILE ON • �+1/, H -__. } I
<br />. SHEETS 9 THROUGH 10)', I
<br />1
<br />EOI / 1
<br />1 I EOj.-. I (/7��7
<br />f- I l,l
<br />1.1I An,, ED. �I'll I
<br />v/ 1
<br />I
<br />1
<br />1• YaA. II*'T GLASS SEPARATION i 1. LE
<br />PANED. D SCHEDULE -.� (SEE SCHDUL 1 SMIEL THCDUL1
<br />(SEE SHEET 3) 'ON ]) i NOD Sim D
<br />I y ,..- L
<br />. t:l Exi"AD I I
<br />5011 GLASS I 1 Cl) 1-,{
<br />f /y iy/� I
<br />/ '.
<br />EA. .;.//,,,
<br />I.l 1
<br />U / . � _
<br />1j. • _1 1/2' O.0 1 .j APIl1CAAE),
<br />CONCRETE ANCHORS _. _ J 1
<br />. - .) -_1 (SEE SCHEDULE ON %' -.1- ....- ..)
<br />= __ NiS O30O�./y:
<br />EXISTING POURED E( =) AraW/ _ M CONCRETE BLOCK
<br />ARE USED. Rom.
<br />VJI 1•. .1 r A M d1`747151
<br />3kMIif)1w�
<br />INSTALLATION DETAILS FOR REGULAR PANEL i>1 INTO WOOD
<br />�' 1I ALTERNATE LEG
<br />4.... (MA.) EXI6T91G ANqpQ I - ... LOCATION
<br />SEAM REQUIRED. STRURlB,A-L
<br />ADEQUACY OF EXISTING WOW ." li
<br />BEAN TO eE CERTIFIED BY '
<br />REGISTERED ENGINEER DR Ea . - ". Il. / -
<br />®
<br />ARCHITECT PRIOR TO SMUTTER
<br />INSTALLATION, '• ANCHORS ALTERNATE WOOD ANCHORS III .- I• I -.
<br />( SCNCDULF ON (SEE SCHEDULE ON 4T11• IO "' " ,4Ap
<br />SHEET I1) SMELT „) ''1 --EO+FD-. .-
<br />mleis Mm "No' *0 wr
<br />E
<br />III
<br />( f
<br />-_I'L UI. WOODHEADER- , 11, In' .----- _
<br />EXISTING ( I ._.. _ 7 - _.- ...'__ _.. - I REOUIIED `• .. AN i 4 - IuD tln
<br />GLASS ® 1 WOOD ANCHORS I I I 1 I. • 4 1/P 6G
<br />(SEE
<br />44E'TSC'FWLE ON �.. %tM �li j /�
<br />-1 OLASS.(SFF I lJ 1 -� I ``% 1 I SCHEDULE I UHY)BF+' Min. SEPAAM3FTDN To CLASS, i
<br />1 ON SHEET 3) I 9a IAn r
<br />I ,/ - ----! 4 -' PA/[I. lva r (.5fi SCIEOULF ON 519,Er ]) 1 `/4 •BLn1� 1• MAT(
<br />NOON E )� j 'k, [ 1 VAN f ' PANEL U:NOT11
<br />I I PARR LENGTH :.. _-
<br />- -
<br />... -_ 1' / 1 M nA ma (SEE SCHEDULE
<br />L-__- .._.. .... .._. (SEE SCHEDULE Ex _.________ _ ._.. ___.:.. ._ `. .I -- NET 3)
<br />I - ( i ) M•A1 tAe1 T� ON fN
<br />-. ql __-.. - . 1 ON SHHEET J) GUlSS -"l
<br />(-- (�7 j $GUILE
<br />1 ''�' DOW I I .� OF 1-
<br />I i ,(� OF 1• I 1 1 MA,X.
<br />MAX
<br />I • 12 1/2- O.C. ! ,
<br />FO
<br />NO F 1.. I I _ ,I
<br />p,N-IANr
<br />I
<br />i � IHOO Ian
<br />ALUnU I -.. L I F1. .. r W a 1/4' O.0
<br />.__.._ -.- L ._.-._-_ MCR REoO Y.4' WOOD PIA _ �; ANCHORS
<br />YI000 ANCHORS 1. __ -_._. _ RfQU1RE0 I 10�I LSF.L SCHEDULE am
<br />SHEET 1 1)Ii (SEE SCHEDULEpULL ON _ s _ , - _._. _ .. 3/4' ' 91EkT 11)
<br />--2• MITI.-- - - - -- '
<br />GILD-OLIT MOUNTING
<br />ALMRMATrA
<br />ALTERNATIVE 4W
<br />SCALE
<br />HINNH BONE ]/e-,•
<br />DER 46 ft
<br />.La'',.%GEN'te f.
<br />NOTE_ FOR COMBINATION DF SECTIONS; # . 11 NO. 44187 •'• FLORIN BUILDING CODE Man High Velocity Numcons Zone)
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. ALSO
<br />TOP k BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING pA.f) AND PANEL LENGTHS S1i1TEOF 7 R°'0TM'W°'.c 24 GAGE OALVAIIZED STEEL STORY PANEL �"'w,
<br />COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET3 � `_...
<br />INSTALLATION. 2. FOR NEV WOOD FRAME CONSTRUCTION: WOOD IS 0A1,," "i0•�,.N1vt • • -_:r: _ ,. _ �v n/nnaR
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC "YIy .. _.. . _ 1L E C O INe. ��� N �• an.
<br />DENSITY of 0.55 OR EQUAL. „4�NA� „E"N ALz. �, ;:'",FBI"» m GT a ` '. 06N)I0- F61I JXFFFMi.6.>.M.n7 zo-ns
<br />Pl, IWJ•ON"ILA[/OUt G-000Rn r OIMVi° 6.
<br />1CI1 A II Ar., lA aMn l OI n
<br />_41-I
<br />N
<br />N
<br />r-
<br />Cn f N .I--+
<br />U
<br />a) Q O
<br />C Cu -0 �
<br />.m 5 � Cn '�^
<br />C = Co -
<br />CD -I 0 cu^
<br />C O O ' �= W
<br />C !� O LL
<br />'CV O \V O
<br />.=r _0 E ^' Q
<br />-0 .- co A<
<br />CI
<br />N
<br />f0 LL
<br />' N 4
<br />cc L. Lu
<br />©�o
<br />V 2 n C
<br />Z = M U CI
<br />lN
<br />TJ am >C
<br />N C L.
<br />TO tp
<br />N 'p (-�, .0
<br />LI)-C N N 10
<br />3C u5 Cu, ]C
<br />°3 c_ y as
<br />C-
<br />.= c
<br />G7 ,7 .z
<br />� II
<br />cc 3 3 m
<br />w �
<br />_N 17 u a
<br />i L_ [�
<br />3. C" AC T
<br />" a •=
<br />C E
<br />R U
<br />CO
<br />Cn n�,A
<br />W
<br />CD
<br />_0) =
<br />O
<br />CDL
<br />U) CL
<br />CD U
<br />0
<br />m L_
<br />0-
<br />0 'a)//I�
<br />B' V J
<br />W
<br />BBBBI
<br />W
<br />= Z
<br />Z
<br />Q
<br />J
<br />L1
<br />SHEET NO.
<br />SH 1.3,
<br />INSTALLATION DETAILS FOR REGULAR PANEL (1)
<br />INTO WOOD STRUCTURES __
<br />"- •- ,I �,: WQoo ANCHORS . �. IIII . I;' ..-.--�A� -.__ I -O_. _'_____ I
<br />"' - 1''I, ;' E SCHEDULE ON '`' v4'P-N11r 1 (SEE SCHEDULE 1 I/4Y-arr
<br />'� ""- II SHIFT 11) . f 9.T,.ZO NFAB aan 1 ON SHEET >� I .d n r
<br />I 3 ; -_- _ = f wwN�. n
<br />wooD HEADER ` 1 , ,. 11 _._ ._ .) fxLTnEN. j + .. .. . . _._ 1" Mm.
<br />1 1'+ANEI tLNDT
<br />REOUIIKD 1 1 O MOOD ANCHORS L I. r :II _- ' ° =` :._.... -:..-..:�__ _::__ __ _ i _ (SR SCREINIII
<br />,I j ,' 1/4. (SUE SCHEDULE ON 1 � __ ON SHEET , FOR
<br />__ SHEET 11 QI SPACER "
<br />YAx
<br />/2I � $vALa I 1 OF 1
<br />._) /I '• .I 1 I I _ TOOTH I MAX
<br />'t2'. ,, 1 -1 N HYOID EHFJIDER 1 ED _ - -_-__
<br />1
<br />-.
<br />i
<br />1 - I
<br />I I I t 4- 1 ----__ I
<br />Ir �j,1 MA%. LONG AL LAM SPACERS • 12 1/2-
<br />.. I �� I I .. !I 0C. (SEE TABLE /I ON SHUT 11.)
<br />' ' ' SEI NOTE •. BELOW MR LIMITATIONS FOR
<br />W. 1 1 fffff-----���'L- MAX lI l 'I 1 1/2' LONG SLEEVES.
<br />1 513AAIAION I _ V 1• MAX.MA71� I PANEL LENGTH I� 10 GLASS"PANEL LENGTH I II
<br />1 (SE[ SCMEDULF I (SEE SCNEDt" 1 I (E yCEME -. ', I. _PANEL MATE FfT4ALL D DR PANEL MATE
<br />I ON SHEET 3) I ON SHEET 3) ON
<br />I f _ H S.S. aGn 4 I I 11 PLUS (LEE saEOLAE G1 SWEET l t)
<br />OA7� L Min. I �` ( ,
<br />EXISTING I ! .. N oN�wa T-h GLASS -11 To i J,..-.\\ aATF WOOD
<br />En
<br />�A95 I I I i DIE L I DIRECT MOUNT W/ SPACER
<br />P4 --- --k-_ 1 � * , .. �; ALTERNATIVE 2W' �.
<br />SCALE 3/8.1•
<br />1 - I SEE TABLE /1 ON SHEET 11 FOR MAX. PANEL LENGTHS A
<br />I 504 1 1 • 12 I/2" O.C. A3 I 1 ��jy, DO .. '! 1 A/A71. .D OESIGII LOADS FOR iM4 INSTALLATION.
<br />1
<br />I- ' - 1 WOOD ANCHORS I * * 11=
<br />STAGGERED w/ snD II) - L __ " _- _ - L_ -_. 1 I rA (S $1L'M[DU.E DN ... M Wr R I 'Ir VINO Ie
<br />-R iI I li ) (1) NOULLV W 6 UW= /0 A CAR IN" MALOWN WAN 16-0-
<br />PLATE RCOUDIREb . * I :' i NIR•M MG �O OOWADIILrMDOW M°°W"= IIOM NW
<br />WOOD ANCHORS I• Mk SWAMIR TO AFAR eOdTm I I 1 } W000
<br />' 1 • $7AOGI RED W/ SIUD M OW 3 WTI R RmUCm 10 1/O M ' L. , _ . 101' E REWIRED M) AOOC M GRa TIM WIWOIOR M VA4 WRNOWT 0 a(SEE SCHEDULE ON TOM AI IWFOND"O Ca0Ro1• M Pon im RA6) WARM R it 1/2 MMMAt N 6 tie G.C.
<br />... _ SI M 11) ocivm WRH 1 fcim Is} 1pFwI.TON P�1 t9 In• GC. XAQiY tie
<br />a1
<br />(1) wmm AN go" PIOFIR,
<br />MnN M .6. -4S µl. (3) VAL 24 9%9 MO6 LOIN" • LMO 10 N• A ANY OPINION
<br />' (7) YAIOP.Y wOW FWIp IWNIH e 6 A 1 pornwnm "M VAM PANEL loom IUam M
<br />7L
<br />yyF1��,�L yLy�y�IaI�. I I (All 1/9' IIXN fMM fol•OOR eM TINE R Y NOVAS a
<br />aOal`afRla.Ia9a[ W SIOI.1 MOIa ,41NWAlON • ONLr 91lSi L "MYAOM OI 1 ,n• LOO arNCOO tw In ma.
<br />ALTERNATrvE 1 W M0 4. OOS1.N WOOD IRMeE WALL SCALE ]/6., MAMA Pal .M TWO 1. a AO 3 At Wro"S •r A81Y
<br />SCAE 3/e-1- (A) 4NNMAT m .up ONLY "M VINO I aaat-IIDMOM AO 1K a112D (7A a"" OF THE T1aN.
<br />Z,n I. 14 3 PFa A.IY IT NI a am 1
<br />1TRS-M. MN [_._.__L_'___'-
<br />IIQ7FS 4*�,t0z.��i,
<br />Ea '''• : e
<br />FLORIDA BUILDING CODE Non High VelocityHurrlcon• Zone
<br />NOTE FOR COYBINATON OF SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. :• NO, 44167 °�RL1�0''"L 24 BALE GALVANIZED STEEL STORY PANEL AA.
<br />DESIGN PRESSURE RATtNG (p.I.f) AND PANEL LENGTHS Ill * , 111, C Ir = DINT W.
<br />TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR s 1: a
<br />COMBINED IN ANY WAY TO SUIT A14Y ALTERNATE 2V STATE OF C GLOBAL PROTECTION PRODU U.C.INSTALLATION. )�O r _ _ NIL E C O INt. ..Be ar 6, NRn C15. ONE
<br />2. FOR NEW W000 FRANC CONSTRUCTION: WOOD '` • �ORIOt';:• fi Zv 11M r. r Y.WN. n 6AAIL 2 riiu
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC Ni%•.•••...11 ^^ Ixlm��- An-I.n nNNcI f96T)Nr••1RN6. FA, tw.>,.9.6747 20-175
<br />DENSITY OF 0.55 OR EQUAL. AbIN/BR4 tuAr/an G` OUMI• r AMMAWAMMI eRNR.N M
<br />W1L1R A W. k 'M INRI a O 19
<br />DIEM AI NOTES
<br />AMRn 40. 4Wri.Y ,rT: fRP9rV • 2 /YYO f1eRa FWFSLwE. (t) ID lELS➢OG Y/OGO fMFE sP� f6AV�._G..• 0.56 IaN.:.
<br />1. STORY PANCE SF/QR61 ON I4S PRODUCT EVILUA710N DOCUMENT (P.LD.) 1u5 BEEN VERIFIED FOR COMPLIANCE R+ ACCORDANCE - 1/A•a TAPCON ANCHORS, AS WMNACIURED Br IT.IF BUIDEA. INC
<br />W14 THE 2020 (7Lh EDITION) Or THE FLORGA BUILDING CODE THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH-'14-10 PANCIAATE FDAALE ID VINO PANEEAMIE PLUS ANb10R5, AS MANUFACTURED BY ELCO CONSTRUCTION PROOW:TS,
<br />VELOCITY HURRICANE ZONES (1N4M-DARE / BRDWMD COUNfR:S). - 1/4'a LAG SCREWS t'+pi NOS
<br />WI BE P 1 THE . i A C WINO D[SIC1R ND I.MAS STILT. DEPERMNED A$ PER SECTION S). OF L ABO.E YENT101E0 CODE OR BNiH
<br />- 7/16'4 . 5/9' WOOD eu9htl0, AS OSIRIBIRW BY ALL P(X41T SCREW. BOLT A SPECAItt CO.
<br />P F A F THE WNFAE STORM PANEL WILT R INSTALLED, VINO FOR D6ECIIOMALJtt ACTOR
<br />SPEED AS 11EDIIFEQ O HE AJR,STIICIION ALL.ED,
<br />MD•0 7-1 N ME MAXIMUM AS I DESCH RERATINGS 63 USING ASCE BAND SHALL 0 ExCEN OESIC PRESSURE INDICATED ON SHEETS C t M T INTO T + 1 F P ( )) NM1Ul/ UMAUE FEMALE
<br />ALE (OA ON N ° 1r0100 OF MOON ANc11oRs STALL BE /T AND ? tM fLCO ANELAuiE PLUS
<br />X 9 DER 12 • 17, 16, AND PNNELMALE FEIAALC D
<br />IN ORDER TO vERtRY THE ABOVE CONdnoN, ULt1WTF DESIGN WIND .ENDS DE7E/•4NE0 PER ASCE 7-1e SHIALI R FIST
<br />REDUCED TO AS 0. DESIGN PRESSURE RATING BY MUL.tIPLYING THEM BY 0-6 IN ORDER 10 COMPARE THESE W/ MAX (ALSO) C 2) MINIMUM TREADED PENEIMTWM OF LAC SCREW, INTO THE WOW FRAME UM SMALL BE 1 1/2' NO THREADED
<br />DIESIGN PRESSURE RATINGS INDICATED ON SHEETS X 9 TRU 12 A 17. 18. PENETRATION INro STUCCO SHALL K CONSMO M AS PART OF THE KVMM THREADED PENETRATION
<br />IN ORDER TO VfRPFY THAT ANCHORS ON THIS III AS TESTED WERE NOT OVER STRESSED, A 337E INCREASE IN Ail OWA91.a.
<br />STRESS FOR VBNIF LOADS WAS tl0I USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS RON OFTTTUN/ND IN II MNMUFM 1I DISTANCE OF LAG SCREYA6. INTO WOOD SHALL BE AS INOCATFD NN THIS OIUWNG
<br />ACCORDANCE IMH N.D.S. 20, 6.
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RIMPANCE HAS BEEN VEIRIM HI ACCORDANCE W17N SECTION 1609.1.2 OF CA) MIMKW PENETRATION OF WODD BUSHINC SMALL BE S/8• 1/4' 9-20 SCREWS USED SMALL R 1 1/2' LONG MOMWM
<br />THE ABOVE MENTIONED CODE AS PER AWRWM'4 TEST LAB OF SOUTH FLORIDAIIFPORM JW14EXIST.
<br />.01-01 AND #0219.02-09. AS SHOULD STUCCO T. AND I' MMMM FOR WALLS WIT NO STUCCO.
<br />PER _10 12-99 A ASTM E 330-02 STANDARDS. AND AMERICAN TESTING LAR SOUTH FLORIDA REPORT /117301-I0 AS PER
<br />TAS-20, AND TAS-2W PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE C.S) IN CASE THAT PRECAST STOW, OR PRECAST CONCETE RPANELS, STUCCO OR BE WOOD BOARDS FOUND ON DIE COSTING
<br />FLORIDA BUILDNC CODE WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE WHINO SUCH PANELS.
<br />ANCHORAGE SMALL BE AS MENTIONED IN C I), C 7) Al CA)
<br />2. ALL ALUMNUM EXTRUSIONS TO BL 000-10 ALLOY AND TEMPER (UNLESS OTHERMSE NOTED) SEE SHEET 2 (0) ANCHORS SHALL BE INSIALEO FOLLOWING ALL OF THE RECOAOAEMOAnM$ AND SPEC,Wf4AIIM& O THE ANCHORi 1AANUFACTURER
<br />3 AL ALUMINUM SHEET META USE° AT CLOSURTS SHALL NAVE 3101 Ells ALLOY . a PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAXS SHOWN ON SECTION I THMAI 6 (SHEETS 4
<br />4, ALI HEET STEEL SMETAL PANELS SHALL HAVE SI UCTUIMI QUALITY STEEL. ASIM A-553 GRADE 60 MNIMUY, G-013 GALVA/R2ED THROUGH 5) EXCEPT THAT HEADERS ® A(D SHALL NOT BE USED.
<br />$TELL LESIGNA110N W/FY- 92 2 LAN (AFTER ROLLED). 9 IT SHALL 8F TM: RESPONMM OF THE CONTRACTOR TO VERITY THE SOUNONESS OF THE STR)CRME WHERE SHUTTER 15 TO BE
<br />5 ALL SCREWS TO BE STAMLLSS STEEL 304 OR 3t6 ASI SERIES OR CORROSM RDSII COATED CARBON STEEL AS PER Dw FDA TO1NRURE PROPER ANCHORAGETHISSHUTTER SHALL ONLY KALIGNED TOCONCRETE BLOCK OR woad FRAME
<br />INGS
<br />500I8 W/ 50 64N YIELD MRDia4 AND 90 " TENSILE STRENGTH AND SMALL COMPLY W/ FLORIDA 9I AIDING CODE SECTION
<br />7411 33.4. 10 EACH REGULAR STORM PAI MT LENGTHS OVER 90' AS PER SECTIONS 1, 2, A. S, 6 AND ALTERNATIVES IW, 3W A 4W ON
<br />SMELTS 4, S. 6 A 7 RESPECTAELY; SHALL NAVE A LEGIBLE AND READILY VISIBLE MAFWWG INSTRUCTING CWNER OR TFMANi TO
<br />6. BOLTS TO BE ASTM A- 307 GALVANIZED "EEL, OR AM -10. SERIES STAINLESS STEEL. WITH 36 MPI MINIMUM YIELD STRENGTH SECURE PANELS WITH APPUCASS RENFORCEMFNI DURING PERIODS OF HURRICANE WARNING
<br />7 ANCHORS TO WALL SHALL BE AS FOLLOWS. It. ME INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SFMIER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT ARM
<br />(A) G_POL
<br />E BUILDING T'O PREVENT WINU/RAW INTRUSION
<br />�Eld$ilN+Rrn THECDNCTSIT�
<br />- 1/4'0 TN•CON ANCHORS AS MANUFACTURED BY I.T.W. OVILDEX. HNC III fB-3197 P.RN.) 11 STORM PANEL INSTALLAEION SHALL COMPLY MT SPECS INDICATED IN THIS DRAMNG PLUS ANY BUILDING AND ZONING RECULAnONS
<br />- 1/4' • . 7/r CALK -IN ANCHORS. AS MANUFACIUNED BY DfW4LT INC PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />,/4Y . 300 POLIO -SET ANCHORS. AS OISiR10UlE0 BY NI PONT SCREN, BOLT A SPECIALTY CO 13 (a) THIS PRODUCT EVAL.UATON OOCUMENT IF ED.) PREPARED Bf THIS ENGINEER IS GENENC ANC, DOES NOT PROVIDE W"WAkTION
<br />EMIT. 0 PANIE0 ATT FOR A SRC SPECFIC PROJECT. I.F. WHERE THE WR CONDITIONS DEVIATE FROM THE P.I D
<br />- f 14-10 PANELWTC FDIAIL p ! PANEIaATE PLUS ANCHORS. AS MANUFACTURED BY FLCO ODNSiRLKf1oN P11ODUCf5.
<br />- 1/4'4 ZAMW MAKIN ANCHORS, AS MANUFACTURED BY DCWALT. INC (D) CONTRACTOR TO K RESPONSIBLE FOR 1HIC SELECTION, PURCHASE AND INSTALLATION AICLUONG UrC SAFETY OF " PRODUCT
<br />THIS P. M T
<br />A t) MINIMUM OR ZAMfM OF INCH ANCHORS ONTO P'OIR,jO CONCRETE SHALL R 1 3/4', 2' rOR E1C0 PANEEWTE VINO BASED ON K ED AT SITE
<br />I HE4 SHE DOES NOT Ot1M1E FROM H CONDITIONS DETAILED ON 11115 DOCUMENT
<br />I ]/+' FOR ZAMAC MAIN ANCHORS CONSTRVLTION SAFETY AT !RE IS THAC CONTRACTOR'S RESP'ONSIBILRT
<br />A.2) CALX-N k SOLD -SET ANCHORS SHALL R EMBE°OFT) 7/SINTO THE POURED CONCIEIF- NO CIA DIM NVi0 (c) TITS PRODUCT EVALUATION DOCUMENT wXA 9C OoNSIOERED WALE, I LIOD61E0
<br />STUCCO SHALL BL PERMITTED. 1/4• 0-20 SCREWS USED SHALL R 1 1/2" LONG MINIMUM SHODU0 STUCCO EXIST, (0) Slit SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER ON ARC14TECT WHICH WILL BECOME ME
<br />AND I• MNUUM FOR WALLS MTN NO STCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. ENGINEER OF RECORD (E OR) THE
<br />FDR E PRAND WHO WILL BE RESPONSIBLE FTHEOR E
<br />BUT WIT MNC NUTS PROPER USE OF THE P E 0. OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE
<br />P.E.D. EN41M'ER, SHALL SUMNn 10 III LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW.
<br />A3) 44 CASE INAT PRECAST $PONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />EXISTING WALL OR FLOOR, ANCHORS SHALL fit LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS (4) INS /C.O. SHIN BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFCSSIOI
<br />ANCHORAGE SHALL BE AS MENTIONED IN AI) VINO IN A2). ENGNEER OF RECORD THAT PREPARED IT
<br />(B) TO_LXISTNGSOE10fum-Nam WALL AS,M C-eO 14. SHUTTER WWUFACnIKA'S LABEL SMALL BE LOCATED ON A READILY YNEILE LOCATION AT STORM
<br />- 1/4. 4 TAPCON AMC"CPS AS MANVFACIIAEO ST I T W RUIIDCX. INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 170942 OF FLO" SULDR40 CODE ONE LABEL
<br />1 4" • . 7 tl' CALx-IN ANCHORS. AS 4AWIFACTUREO RY DEWALI. HNC SHALL BE PLACED P011 EVERY OPENMNC LAIIEUNG TO COMPLY WITH SECTION I7M9.J OF TE
<br />- 1/4'P X 3/4' SOLD -SET ANCHORS, AS DISTRIBUTED BY All PORT SCREW, BOLL A SPECIALTY CO FLORIDA euLaNc CODE
<br />- 114-10 RANELWTE FEMALE D AND PANEWATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION P 11111T11
<br />- 1/4' 4 'ZAAIAC NAIUN ANCHORS, AS MANUFACTURED BY DCWALT, INC �rcP A...
<br />8.1) MINIMUM EMBEDMENT OF TAPODN ANCHORS. ELCO PANELMATES AND ZAMAC NMLN ANCHOR, INTO ONE �VCENB'
<br />. FLORIDA BUILDING CODE Non Nigh VelocityNMFrIGGP4 TOM
<br />13LOCW UNIT S141LL R i 1/4'
<br />9.2) CAUI A SOUR -SET ANCHORS SHALL BE EVBEDOED 7/9• INTO THE CONCRETE BLOCK UNIT. NO ►>Ig,)44 7 .wNe Ia,6BB. I.0 24 GAGE GALVANIZED STEEL STORM PANEL alr w'
<br />STUCCO SWAL BE PERMTTED. 1/4' 4--20 SCREWS USED SMALL BE 1 1/2' LONG MINIMUM SHOVE° 7 .�A EXHSr. * �• � �MflMW1 IY 1n a�
<br />AND 1' MWWVM FOR WALLS Wn14 NO STUCCO. - IL E C O HNC GLOBAL PWTECTNM. PRONCTS, U.C. 01nM
<br />Ti'�:, STATE -:
<br />8.3) T CASE THAT PRECAST STONE, OP PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS LE FOUR '`(ORI /� ✓ .NOB A. a1 anO*
<br />EXISTING WALL ANCHORS SHALL R EON° ENOUGH TO REACH 111E MAIN STRUCTURE BEIMNU St
<br />PA. \• ! .r ,A. a, r MY.,AW. w w fMML n -,
<br />S u I r UT. .n_I .. oM An-+•n "BM o»,4. 7F.A .AA (bNT.W . PT 2D-E7s
<br />AYNN w
<br />ANCMORAG[ SHALL BE AS MENTIONED IN B.,} AND IN 8.2) STONAL N a-BIX"t", sIl[T 1 HP M
<br />I/ /m1111 AL1YY PE ,1A /91N"IUAI/BNn ,y;ntl A "U." 0» 04. ,r
<br />CONCRETE ANCJNORS
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROWN 10)
<br />r
<br />LC
<br />INSTALLATION DETAILS FOR REGULAR PANEL i1 )
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />_QSIT_
<br />CONCRETE
<br />00 _
<br />BLOCK RCiNBLOCN
<br />RLQUMEDCONRTGasoRCOLMLD.
<br />AN(fEE 9CNmUlE ON ` EXISTING POURED
<br />R _.0 SNLE75 9 THROUGH i0) / - O OONCRETE OR
<br />( U Ta
<br />-__ -____ -
<br />1
<br />1-101
<br />E _--._.._- 0 : -..A. T:..
<br />I SEPARATION I
<br />ro GLASS, I
<br />ExlST91Gr,R� (SEE SCHEDULE I
<br />OLA95 I ON SHEET 3) I
<br />I U
<br />1 I
<br />CONCRETE ANCHORS , ` ,� I_.
<br />ON i
<br />6N1 T-47
<br />1' Ma.
<br />I PANEL LENGTH
<br />(SEE SCHEME
<br />ON SHEET 3)
<br />(sEE sc11Ev xE 1 t-
<br />SHEETS I THROUGH Ilm
<br />I Sox
<br />5i /. s• . I OF 1'
<br />1 Lux.
<br />LID... .; ®' I 1 4Y-xalw Itxn
<br />`/
<br />C.D. I
<br />1
<br />r
<br />I , ® y- 1/11 IUA/14 ,p 4 a
<br />.:/,• + -ED_. f._- 1x I/Y et. Y, •/ NMI
<br />;R I - I . MIT. '_
<br />i (ALTERNATE
<br />" I LEG LOCATION
<br />- I
<br />ALTERNATE CONCRE . _ � 1SIWG 90URm WNCRETE
<br />ANCHORS OR C6NCRCTE BLOCK REOUWED.
<br />(SEE SCHEDULE ON
<br />SMELTS 9 THROUGH 10)
<br />E.O.. EDGE DISTANCE ��J E-9WM�:
<br />(SEE SCHEDULE ON TOP A BORON MOUNTINGS CAN BE
<br />SHEETS 9 A I0) COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />j ON SO4M ]
<br />9
<br />1
<br />I ,t
<br />I
<br />I
<br />Goss
<br />EX WAI -YY
<br />1
<br />E.O.
<br />EXISTING PDIIEQ.
<br />RCONCRETE E ROCK I
<br />CONCRETE ANCHORS -_
<br />STAMM W/ SRIT7
<br />(SEE SCHEDULE ON
<br />SHEETS 9 TROUGH 10)
<br />caNcacrE ocx �,J�.•.m.,-
<br />1/4- REQUIRED. - _ I 3-.-WIli•w=
<br />W. _. _ _ __... CONCRETE ANCHORS ' ��%�' ' ', -
<br />(SEE SG/mILE ON • �+1/, H -__. } I
<br />. SHEETS 9 THROUGH 10)', I
<br />1
<br />EOI / 1
<br />1 I EOj.-. I (/7��7
<br />f- I l,l
<br />1.1I An,, ED. �I'll I
<br />v/ 1
<br />I
<br />1
<br />1• YaA. II*'T GLASS SEPARATION i 1. LE
<br />PANED. D SCHEDULE -.� (SEE SCHDUL 1 SMIEL THCDUL1
<br />(SEE SHEET 3) 'ON ]) i NOD Sim D
<br />I y ,..- L
<br />. t:l Exi"AD I I
<br />5011 GLASS I 1 Cl) 1-,{
<br />f /y iy/� I
<br />/ '.
<br />EA. .;.//,,,
<br />I.l 1
<br />U / . � _
<br />1j. • _1 1/2' O.0 1 .j APIl1CAAE),
<br />CONCRETE ANCHORS _. _ J 1
<br />. - .) -_1 (SEE SCHEDULE ON %' -.1- ....- ..)
<br />= __ NiS O30O�./y:
<br />EXISTING POURED E( =) AraW/ _ M CONCRETE BLOCK
<br />ARE USED. Rom.
<br />VJI 1•. .1 r A M d1`747151
<br />3kMIif)1w�
<br />INSTALLATION DETAILS FOR REGULAR PANEL i>1 INTO WOOD
<br />�' 1I ALTERNATE LEG
<br />4.... (MA.) EXI6T91G ANqpQ I - ... LOCATION
<br />SEAM REQUIRED. STRURlB,A-L
<br />ADEQUACY OF EXISTING WOW ." li
<br />BEAN TO eE CERTIFIED BY '
<br />REGISTERED ENGINEER DR Ea . - ". Il. / -
<br />®
<br />ARCHITECT PRIOR TO SMUTTER
<br />INSTALLATION, '• ANCHORS ALTERNATE WOOD ANCHORS III .- I• I -.
<br />( SCNCDULF ON (SEE SCHEDULE ON 4T11• IO "' " ,4Ap
<br />SHEET I1) SMELT „) ''1 --EO+FD-. .-
<br />mleis Mm "No' *0 wr
<br />E
<br />III
<br />( f
<br />-_I'L UI. WOODHEADER- , 11, In' .----- _
<br />EXISTING ( I ._.. _ 7 - _.- ...'__ _.. - I REOUIIED `• .. AN i 4 - IuD tln
<br />GLASS ® 1 WOOD ANCHORS I I I 1 I. • 4 1/P 6G
<br />(SEE
<br />44E'TSC'FWLE ON �.. %tM �li j /�
<br />-1 OLASS.(SFF I lJ 1 -� I ``% 1 I SCHEDULE I UHY)BF+' Min. SEPAAM3FTDN To CLASS, i
<br />1 ON SHEET 3) I 9a IAn r
<br />I ,/ - ----! 4 -' PA/[I. lva r (.5fi SCIEOULF ON 519,Er ]) 1 `/4 •BLn1� 1• MAT(
<br />NOON E )� j 'k, [ 1 VAN f ' PANEL U:NOT11
<br />I I PARR LENGTH :.. _-
<br />- -
<br />... -_ 1' / 1 M nA ma (SEE SCHEDULE
<br />L-__- .._.. .... .._. (SEE SCHEDULE Ex _.________ _ ._.. ___.:.. ._ `. .I -- NET 3)
<br />I - ( i ) M•A1 tAe1 T� ON fN
<br />-. ql __-.. - . 1 ON SHHEET J) GUlSS -"l
<br />(-- (�7 j $GUILE
<br />1 ''�' DOW I I .� OF 1-
<br />I i ,(� OF 1• I 1 1 MA,X.
<br />MAX
<br />I • 12 1/2- O.C. ! ,
<br />FO
<br />NO F 1.. I I _ ,I
<br />p,N-IANr
<br />I
<br />i � IHOO Ian
<br />ALUnU I -.. L I F1. .. r W a 1/4' O.0
<br />.__.._ -.- L ._.-._-_ MCR REoO Y.4' WOOD PIA _ �; ANCHORS
<br />YI000 ANCHORS 1. __ -_._. _ RfQU1RE0 I 10�I LSF.L SCHEDULE am
<br />SHEET 1 1)Ii (SEE SCHEDULEpULL ON _ s _ , - _._. _ .. 3/4' ' 91EkT 11)
<br />--2• MITI.-- - - - -- '
<br />GILD-OLIT MOUNTING
<br />ALMRMATrA
<br />ALTERNATIVE 4W
<br />SCALE
<br />HINNH BONE ]/e-,•
<br />DER 46 ft
<br />.La'',.%GEN'te f.
<br />NOTE_ FOR COMBINATION DF SECTIONS; # . 11 NO. 44187 •'• FLORIN BUILDING CODE Man High Velocity Numcons Zone)
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. ALSO
<br />TOP k BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING pA.f) AND PANEL LENGTHS S1i1TEOF 7 R°'0TM'W°'.c 24 GAGE OALVAIIZED STEEL STORY PANEL �"'w,
<br />COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET3 � `_...
<br />INSTALLATION. 2. FOR NEV WOOD FRAME CONSTRUCTION: WOOD IS 0A1,," "i0•�,.N1vt • • -_:r: _ ,. _ �v n/nnaR
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC "YIy .. _.. . _ 1L E C O INe. ��� N �• an.
<br />DENSITY of 0.55 OR EQUAL. „4�NA� „E"N ALz. �, ;:'",FBI"» m GT a ` '. 06N)I0- F61I JXFFFMi.6.>.M.n7 zo-ns
<br />Pl, IWJ•ON"ILA[/OUt G-000Rn r OIMVi° 6.
<br />1CI1 A II Ar., lA aMn l OI n
<br />_41-I
<br />N
<br />N
<br />r-
<br />Cn f N .I--+
<br />U
<br />a) Q O
<br />C Cu -0 �
<br />.m 5 � Cn '�^
<br />C = Co -
<br />CD -I 0 cu^
<br />C O O ' �= W
<br />C !� O LL
<br />'CV O \V O
<br />.=r _0 E ^' Q
<br />-0 .- co A<
<br />CI
<br />N
<br />f0 LL
<br />' N 4
<br />cc L. Lu
<br />©�o
<br />V 2 n C
<br />Z = M U CI
<br />lN
<br />TJ am >C
<br />N C L.
<br />TO tp
<br />N 'p (-�, .0
<br />LI)-C N N 10
<br />3C u5 Cu, ]C
<br />°3 c_ y as
<br />C-
<br />.= c
<br />G7 ,7 .z
<br />� II
<br />cc 3 3 m
<br />w �
<br />_N 17 u a
<br />i L_ [�
<br />3. C" AC T
<br />" a •=
<br />C E
<br />R U
<br />CO
<br />Cn n�,A
<br />W
<br />CD
<br />_0) =
<br />O
<br />CDL
<br />U) CL
<br />CD U
<br />0
<br />m L_
<br />0-
<br />0 'a)//I�
<br />B' V J
<br />W
<br />BBBBI
<br />W
<br />= Z
<br />Z
<br />Q
<br />J
<br />L1
<br />SHEET NO.
<br />SH 1.3,
<br />DIEM AI NOTES
<br />AMRn 40. 4Wri.Y ,rT: fRP9rV • 2 /YYO f1eRa FWFSLwE. (t) ID lELS➢OG Y/OGO fMFE sP� f6AV�._G..• 0.56 IaN.:.
<br />1. STORY PANCE SF/QR61 ON I4S PRODUCT EVILUA710N DOCUMENT (P.LD.) 1u5 BEEN VERIFIED FOR COMPLIANCE R+ ACCORDANCE - 1/A•a TAPCON ANCHORS, AS WMNACIURED Br IT.IF BUIDEA. INC
<br />W14 THE 2020 (7Lh EDITION) Or THE FLORGA BUILDING CODE THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH-'14-10 PANCIAATE FDAALE ID VINO PANEEAMIE PLUS ANb10R5, AS MANUFACTURED BY ELCO CONSTRUCTION PROOW:TS,
<br />VELOCITY HURRICANE ZONES (1N4M-DARE / BRDWMD COUNfR:S). - 1/4'a LAG SCREWS t'+pi NOS
<br />WI BE P 1 THE . i A C WINO D[SIC1R ND I.MAS STILT. DEPERMNED A$ PER SECTION S). OF L ABO.E YENT101E0 CODE OR BNiH
<br />- 7/16'4 . 5/9' WOOD eu9htl0, AS OSIRIBIRW BY ALL P(X41T SCREW. BOLT A SPECAItt CO.
<br />P F A F THE WNFAE STORM PANEL WILT R INSTALLED, VINO FOR D6ECIIOMALJtt ACTOR
<br />SPEED AS 11EDIIFEQ O HE AJR,STIICIION ALL.ED,
<br />MD•0 7-1 N ME MAXIMUM AS I DESCH RERATINGS 63 USING ASCE BAND SHALL 0 ExCEN OESIC PRESSURE INDICATED ON SHEETS C t M T INTO T + 1 F P ( )) NM1Ul/ UMAUE FEMALE
<br />ALE (OA ON N ° 1r0100 OF MOON ANc11oRs STALL BE /T AND ? tM fLCO ANELAuiE PLUS
<br />X 9 DER 12 • 17, 16, AND PNNELMALE FEIAALC D
<br />IN ORDER TO vERtRY THE ABOVE CONdnoN, ULt1WTF DESIGN WIND .ENDS DE7E/•4NE0 PER ASCE 7-1e SHIALI R FIST
<br />REDUCED TO AS 0. DESIGN PRESSURE RATING BY MUL.tIPLYING THEM BY 0-6 IN ORDER 10 COMPARE THESE W/ MAX (ALSO) C 2) MINIMUM TREADED PENEIMTWM OF LAC SCREW, INTO THE WOW FRAME UM SMALL BE 1 1/2' NO THREADED
<br />DIESIGN PRESSURE RATINGS INDICATED ON SHEETS X 9 TRU 12 A 17. 18. PENETRATION INro STUCCO SHALL K CONSMO M AS PART OF THE KVMM THREADED PENETRATION
<br />IN ORDER TO VfRPFY THAT ANCHORS ON THIS III AS TESTED WERE NOT OVER STRESSED, A 337E INCREASE IN Ail OWA91.a.
<br />STRESS FOR VBNIF LOADS WAS tl0I USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS RON OFTTTUN/ND IN II MNMUFM 1I DISTANCE OF LAG SCREYA6. INTO WOOD SHALL BE AS INOCATFD NN THIS OIUWNG
<br />ACCORDANCE IMH N.D.S. 20, 6.
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RIMPANCE HAS BEEN VEIRIM HI ACCORDANCE W17N SECTION 1609.1.2 OF CA) MIMKW PENETRATION OF WODD BUSHINC SMALL BE S/8• 1/4' 9-20 SCREWS USED SMALL R 1 1/2' LONG MOMWM
<br />THE ABOVE MENTIONED CODE AS PER AWRWM'4 TEST LAB OF SOUTH FLORIDAIIFPORM JW14EXIST.
<br />.01-01 AND #0219.02-09. AS SHOULD STUCCO T. AND I' MMMM FOR WALLS WIT NO STUCCO.
<br />PER _10 12-99 A ASTM E 330-02 STANDARDS. AND AMERICAN TESTING LAR SOUTH FLORIDA REPORT /117301-I0 AS PER
<br />TAS-20, AND TAS-2W PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE C.S) IN CASE THAT PRECAST STOW, OR PRECAST CONCETE RPANELS, STUCCO OR BE WOOD BOARDS FOUND ON DIE COSTING
<br />FLORIDA BUILDNC CODE WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE WHINO SUCH PANELS.
<br />ANCHORAGE SMALL BE AS MENTIONED IN C I), C 7) Al CA)
<br />2. ALL ALUMNUM EXTRUSIONS TO BL 000-10 ALLOY AND TEMPER (UNLESS OTHERMSE NOTED) SEE SHEET 2 (0) ANCHORS SHALL BE INSIALEO FOLLOWING ALL OF THE RECOAOAEMOAnM$ AND SPEC,Wf4AIIM& O THE ANCHORi 1AANUFACTURER
<br />3 AL ALUMINUM SHEET META USE° AT CLOSURTS SHALL NAVE 3101 Ells ALLOY . a PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAXS SHOWN ON SECTION I THMAI 6 (SHEETS 4
<br />4, ALI HEET STEEL SMETAL PANELS SHALL HAVE SI UCTUIMI QUALITY STEEL. ASIM A-553 GRADE 60 MNIMUY, G-013 GALVA/R2ED THROUGH 5) EXCEPT THAT HEADERS ® A(D SHALL NOT BE USED.
<br />$TELL LESIGNA110N W/FY- 92 2 LAN (AFTER ROLLED). 9 IT SHALL 8F TM: RESPONMM OF THE CONTRACTOR TO VERITY THE SOUNONESS OF THE STR)CRME WHERE SHUTTER 15 TO BE
<br />5 ALL SCREWS TO BE STAMLLSS STEEL 304 OR 3t6 ASI SERIES OR CORROSM RDSII COATED CARBON STEEL AS PER Dw FDA TO1NRURE PROPER ANCHORAGETHISSHUTTER SHALL ONLY KALIGNED TOCONCRETE BLOCK OR woad FRAME
<br />INGS
<br />500I8 W/ 50 64N YIELD MRDia4 AND 90 " TENSILE STRENGTH AND SMALL COMPLY W/ FLORIDA 9I AIDING CODE SECTION
<br />7411 33.4. 10 EACH REGULAR STORM PAI MT LENGTHS OVER 90' AS PER SECTIONS 1, 2, A. S, 6 AND ALTERNATIVES IW, 3W A 4W ON
<br />SMELTS 4, S. 6 A 7 RESPECTAELY; SHALL NAVE A LEGIBLE AND READILY VISIBLE MAFWWG INSTRUCTING CWNER OR TFMANi TO
<br />6. BOLTS TO BE ASTM A- 307 GALVANIZED "EEL, OR AM -10. SERIES STAINLESS STEEL. WITH 36 MPI MINIMUM YIELD STRENGTH SECURE PANELS WITH APPUCASS RENFORCEMFNI DURING PERIODS OF HURRICANE WARNING
<br />7 ANCHORS TO WALL SHALL BE AS FOLLOWS. It. ME INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SFMIER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT ARM
<br />(A) G_POL
<br />E BUILDING T'O PREVENT WINU/RAW INTRUSION
<br />�Eld$ilN+Rrn THECDNCTSIT�
<br />- 1/4'0 TN•CON ANCHORS AS MANUFACTURED BY I.T.W. OVILDEX. HNC III fB-3197 P.RN.) 11 STORM PANEL INSTALLAEION SHALL COMPLY MT SPECS INDICATED IN THIS DRAMNG PLUS ANY BUILDING AND ZONING RECULAnONS
<br />- 1/4' • . 7/r CALK -IN ANCHORS. AS MANUFACIUNED BY DfW4LT INC PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />,/4Y . 300 POLIO -SET ANCHORS. AS OISiR10UlE0 BY NI PONT SCREN, BOLT A SPECIALTY CO 13 (a) THIS PRODUCT EVAL.UATON OOCUMENT IF ED.) PREPARED Bf THIS ENGINEER IS GENENC ANC, DOES NOT PROVIDE W"WAkTION
<br />EMIT. 0 PANIE0 ATT FOR A SRC SPECFIC PROJECT. I.F. WHERE THE WR CONDITIONS DEVIATE FROM THE P.I D
<br />- f 14-10 PANELWTC FDIAIL p ! PANEIaATE PLUS ANCHORS. AS MANUFACTURED BY FLCO ODNSiRLKf1oN P11ODUCf5.
<br />- 1/4'4 ZAMW MAKIN ANCHORS, AS MANUFACTURED BY DCWALT. INC (D) CONTRACTOR TO K RESPONSIBLE FOR 1HIC SELECTION, PURCHASE AND INSTALLATION AICLUONG UrC SAFETY OF " PRODUCT
<br />THIS P. M T
<br />A t) MINIMUM OR ZAMfM OF INCH ANCHORS ONTO P'OIR,jO CONCRETE SHALL R 1 3/4', 2' rOR E1C0 PANEEWTE VINO BASED ON K ED AT SITE
<br />I HE4 SHE DOES NOT Ot1M1E FROM H CONDITIONS DETAILED ON 11115 DOCUMENT
<br />I ]/+' FOR ZAMAC MAIN ANCHORS CONSTRVLTION SAFETY AT !RE IS THAC CONTRACTOR'S RESP'ONSIBILRT
<br />A.2) CALX-N k SOLD -SET ANCHORS SHALL R EMBE°OFT) 7/SINTO THE POURED CONCIEIF- NO CIA DIM NVi0 (c) TITS PRODUCT EVALUATION DOCUMENT wXA 9C OoNSIOERED WALE, I LIOD61E0
<br />STUCCO SHALL BL PERMITTED. 1/4• 0-20 SCREWS USED SHALL R 1 1/2" LONG MINIMUM SHODU0 STUCCO EXIST, (0) Slit SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER ON ARC14TECT WHICH WILL BECOME ME
<br />AND I• MNUUM FOR WALLS MTN NO STCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. ENGINEER OF RECORD (E OR) THE
<br />FDR E PRAND WHO WILL BE RESPONSIBLE FTHEOR E
<br />BUT WIT MNC NUTS PROPER USE OF THE P E 0. OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE
<br />P.E.D. EN41M'ER, SHALL SUMNn 10 III LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW.
<br />A3) 44 CASE INAT PRECAST $PONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />EXISTING WALL OR FLOOR, ANCHORS SHALL fit LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS (4) INS /C.O. SHIN BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFCSSIOI
<br />ANCHORAGE SHALL BE AS MENTIONED IN AI) VINO IN A2). ENGNEER OF RECORD THAT PREPARED IT
<br />(B) TO_LXISTNGSOE10fum-Nam WALL AS,M C-eO 14. SHUTTER WWUFACnIKA'S LABEL SMALL BE LOCATED ON A READILY YNEILE LOCATION AT STORM
<br />- 1/4. 4 TAPCON AMC"CPS AS MANVFACIIAEO ST I T W RUIIDCX. INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 170942 OF FLO" SULDR40 CODE ONE LABEL
<br />1 4" • . 7 tl' CALx-IN ANCHORS. AS 4AWIFACTUREO RY DEWALI. HNC SHALL BE PLACED P011 EVERY OPENMNC LAIIEUNG TO COMPLY WITH SECTION I7M9.J OF TE
<br />- 1/4'P X 3/4' SOLD -SET ANCHORS, AS DISTRIBUTED BY All PORT SCREW, BOLL A SPECIALTY CO FLORIDA euLaNc CODE
<br />- 114-10 RANELWTE FEMALE D AND PANEWATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION P 11111T11
<br />- 1/4' 4 'ZAAIAC NAIUN ANCHORS, AS MANUFACTURED BY DCWALT, INC �rcP A...
<br />8.1) MINIMUM EMBEDMENT OF TAPODN ANCHORS. ELCO PANELMATES AND ZAMAC NMLN ANCHOR, INTO ONE �VCENB'
<br />. FLORIDA BUILDING CODE Non Nigh VelocityNMFrIGGP4 TOM
<br />13LOCW UNIT S141LL R i 1/4'
<br />9.2) CAUI A SOUR -SET ANCHORS SHALL BE EVBEDOED 7/9• INTO THE CONCRETE BLOCK UNIT. NO ►>Ig,)44 7 .wNe Ia,6BB. I.0 24 GAGE GALVANIZED STEEL STORM PANEL alr w'
<br />STUCCO SWAL BE PERMTTED. 1/4' 4--20 SCREWS USED SMALL BE 1 1/2' LONG MINIMUM SHOVE° 7 .�A EXHSr. * �• � �MflMW1 IY 1n a�
<br />AND 1' MWWVM FOR WALLS Wn14 NO STUCCO. - IL E C O HNC GLOBAL PWTECTNM. PRONCTS, U.C. 01nM
<br />Ti'�:, STATE -:
<br />8.3) T CASE THAT PRECAST STONE, OP PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS LE FOUR '`(ORI /� ✓ .NOB A. a1 anO*
<br />EXISTING WALL ANCHORS SHALL R EON° ENOUGH TO REACH 111E MAIN STRUCTURE BEIMNU St
<br />PA. \• ! .r ,A. a, r MY.,AW. w w fMML n -,
<br />S u I r UT. .n_I .. oM An-+•n "BM o»,4. 7F.A .AA (bNT.W . PT 2D-E7s
<br />AYNN w
<br />ANCMORAG[ SHALL BE AS MENTIONED IN B.,} AND IN 8.2) STONAL N a-BIX"t", sIl[T 1 HP M
<br />I/ /m1111 AL1YY PE ,1A /91N"IUAI/BNn ,y;ntl A "U." 0» 04. ,r
<br />CONCRETE ANCJNORS
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROWN 10)
<br />r
<br />LC
<br />INSTALLATION DETAILS FOR REGULAR PANEL i1 )
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />_QSIT_
<br />CONCRETE
<br />00 _
<br />BLOCK RCiNBLOCN
<br />RLQUMEDCONRTGasoRCOLMLD.
<br />AN(fEE 9CNmUlE ON ` EXISTING POURED
<br />R _.0 SNLE75 9 THROUGH i0) / - O OONCRETE OR
<br />( U Ta
<br />-__ -____ -
<br />1
<br />1-101
<br />E _--._.._- 0 : -..A. T:..
<br />I SEPARATION I
<br />ro GLASS, I
<br />ExlST91Gr,R� (SEE SCHEDULE I
<br />OLA95 I ON SHEET 3) I
<br />I U
<br />1 I
<br />CONCRETE ANCHORS , ` ,� I_.
<br />ON i
<br />6N1 T-47
<br />1' Ma.
<br />I PANEL LENGTH
<br />(SEE SCHEME
<br />ON SHEET 3)
<br />(sEE sc11Ev xE 1 t-
<br />SHEETS I THROUGH Ilm
<br />I Sox
<br />5i /. s• . I OF 1'
<br />1 Lux.
<br />LID... .; ®' I 1 4Y-xalw Itxn
<br />`/
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<br />.:/,• + -ED_. f._- 1x I/Y et. Y, •/ NMI
<br />;R I - I . MIT. '_
<br />i (ALTERNATE
<br />" I LEG LOCATION
<br />- I
<br />ALTERNATE CONCRE . _ � 1SIWG 90URm WNCRETE
<br />ANCHORS OR C6NCRCTE BLOCK REOUWED.
<br />(SEE SCHEDULE ON
<br />SMELTS 9 THROUGH 10)
<br />E.O.. EDGE DISTANCE ��J E-9WM�:
<br />(SEE SCHEDULE ON TOP A BORON MOUNTINGS CAN BE
<br />SHEETS 9 A I0) COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />j ON SO4M ]
<br />9
<br />1
<br />I ,t
<br />I
<br />I
<br />Goss
<br />EX WAI -YY
<br />1
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<br />EXISTING PDIIEQ.
<br />RCONCRETE E ROCK I
<br />CONCRETE ANCHORS -_
<br />STAMM W/ SRIT7
<br />(SEE SCHEDULE ON
<br />SHEETS 9 TROUGH 10)
<br />caNcacrE ocx �,J�.•.m.,-
<br />1/4- REQUIRED. - _ I 3-.-WIli•w=
<br />W. _. _ _ __... CONCRETE ANCHORS ' ��%�' ' ', -
<br />(SEE SG/mILE ON • �+1/, H -__. } I
<br />. SHEETS 9 THROUGH 10)', I
<br />1
<br />EOI / 1
<br />1 I EOj.-. I (/7��7
<br />f- I l,l
<br />1.1I An,, ED. �I'll I
<br />v/ 1
<br />I
<br />1
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<br />PANED. D SCHEDULE -.� (SEE SCHDUL 1 SMIEL THCDUL1
<br />(SEE SHEET 3) 'ON ]) i NOD Sim D
<br />I y ,..- L
<br />. t:l Exi"AD I I
<br />5011 GLASS I 1 Cl) 1-,{
<br />f /y iy/� I
<br />/ '.
<br />EA. .;.//,,,
<br />I.l 1
<br />U / . � _
<br />1j. • _1 1/2' O.0 1 .j APIl1CAAE),
<br />CONCRETE ANCHORS _. _ J 1
<br />. - .) -_1 (SEE SCHEDULE ON %' -.1- ....- ..)
<br />= __ NiS O30O�./y:
<br />EXISTING POURED E( =) AraW/ _ M CONCRETE BLOCK
<br />ARE USED. Rom.
<br />VJI 1•. .1 r A M d1`747151
<br />3kMIif)1w�
<br />INSTALLATION DETAILS FOR REGULAR PANEL i>1 INTO WOOD
<br />�' 1I ALTERNATE LEG
<br />4.... (MA.) EXI6T91G ANqpQ I - ... LOCATION
<br />SEAM REQUIRED. STRURlB,A-L
<br />ADEQUACY OF EXISTING WOW ." li
<br />BEAN TO eE CERTIFIED BY '
<br />REGISTERED ENGINEER DR Ea . - ". Il. / -
<br />®
<br />ARCHITECT PRIOR TO SMUTTER
<br />INSTALLATION, '• ANCHORS ALTERNATE WOOD ANCHORS III .- I• I -.
<br />( SCNCDULF ON (SEE SCHEDULE ON 4T11• IO "' " ,4Ap
<br />SHEET I1) SMELT „) ''1 --EO+FD-. .-
<br />mleis Mm "No' *0 wr
<br />E
<br />III
<br />( f
<br />-_I'L UI. WOODHEADER- , 11, In' .----- _
<br />EXISTING ( I ._.. _ 7 - _.- ...'__ _.. - I REOUIIED `• .. AN i 4 - IuD tln
<br />GLASS ® 1 WOOD ANCHORS I I I 1 I. • 4 1/P 6G
<br />(SEE
<br />44E'TSC'FWLE ON �.. %tM �li j /�
<br />-1 OLASS.(SFF I lJ 1 -� I ``% 1 I SCHEDULE I UHY)BF+' Min. SEPAAM3FTDN To CLASS, i
<br />1 ON SHEET 3) I 9a IAn r
<br />I ,/ - ----! 4 -' PA/[I. lva r (.5fi SCIEOULF ON 519,Er ]) 1 `/4 •BLn1� 1• MAT(
<br />NOON E )� j 'k, [ 1 VAN f ' PANEL U:NOT11
<br />I I PARR LENGTH :.. _-
<br />- -
<br />... -_ 1' / 1 M nA ma (SEE SCHEDULE
<br />L-__- .._.. .... .._. (SEE SCHEDULE Ex _.________ _ ._.. ___.:.. ._ `. .I -- NET 3)
<br />I - ( i ) M•A1 tAe1 T� ON fN
<br />-. ql __-.. - . 1 ON SHHEET J) GUlSS -"l
<br />(-- (�7 j $GUILE
<br />1 ''�' DOW I I .� OF 1-
<br />I i ,(� OF 1• I 1 1 MA,X.
<br />MAX
<br />I • 12 1/2- O.C. ! ,
<br />FO
<br />NO F 1.. I I _ ,I
<br />p,N-IANr
<br />I
<br />i � IHOO Ian
<br />ALUnU I -.. L I F1. .. r W a 1/4' O.0
<br />.__.._ -.- L ._.-._-_ MCR REoO Y.4' WOOD PIA _ �; ANCHORS
<br />YI000 ANCHORS 1. __ -_._. _ RfQU1RE0 I 10�I LSF.L SCHEDULE am
<br />SHEET 1 1)Ii (SEE SCHEDULEpULL ON _ s _ , - _._. _ .. 3/4' ' 91EkT 11)
<br />--2• MITI.-- - - - -- '
<br />GILD-OLIT MOUNTING
<br />ALMRMATrA
<br />ALTERNATIVE 4W
<br />SCALE
<br />HINNH BONE ]/e-,•
<br />DER 46 ft
<br />.La'',.%GEN'te f.
<br />NOTE_ FOR COMBINATION DF SECTIONS; # . 11 NO. 44187 •'• FLORIN BUILDING CODE Man High Velocity Numcons Zone)
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. ALSO
<br />TOP k BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING pA.f) AND PANEL LENGTHS S1i1TEOF 7 R°'0TM'W°'.c 24 GAGE OALVAIIZED STEEL STORY PANEL �"'w,
<br />COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET3 � `_...
<br />INSTALLATION. 2. FOR NEV WOOD FRAME CONSTRUCTION: WOOD IS 0A1,," "i0•�,.N1vt • • -_:r: _ ,. _ �v n/nnaR
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC "YIy .. _.. . _ 1L E C O INe. ��� N �• an.
<br />DENSITY of 0.55 OR EQUAL. „4�NA� „E"N ALz. �, ;:'",FBI"» m GT a ` '. 06N)I0- F61I JXFFFMi.6.>.M.n7 zo-ns
<br />Pl, IWJ•ON"ILA[/OUt G-000Rn r OIMVi° 6.
<br />1CI1 A II Ar., lA aMn l OI n
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<br />L1
<br />SHEET NO.
<br />SH 1.3,
<br />CONCRETE ANCJNORS
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROWN 10)
<br />r
<br />LC
<br />INSTALLATION DETAILS FOR REGULAR PANEL i1 )
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />_QSIT_
<br />CONCRETE
<br />00 _
<br />BLOCK RCiNBLOCN
<br />RLQUMEDCONRTGasoRCOLMLD.
<br />AN(fEE 9CNmUlE ON ` EXISTING POURED
<br />R _.0 SNLE75 9 THROUGH i0) / - O OONCRETE OR
<br />( U Ta
<br />-__ -____ -
<br />1
<br />1-101
<br />E _--._.._- 0 : -..A. T:..
<br />I SEPARATION I
<br />ro GLASS, I
<br />ExlST91Gr,R� (SEE SCHEDULE I
<br />OLA95 I ON SHEET 3) I
<br />I U
<br />1 I
<br />CONCRETE ANCHORS , ` ,� I_.
<br />ON i
<br />6N1 T-47
<br />1' Ma.
<br />I PANEL LENGTH
<br />(SEE SCHEME
<br />ON SHEET 3)
<br />(sEE sc11Ev xE 1 t-
<br />SHEETS I THROUGH Ilm
<br />I Sox
<br />5i /. s• . I OF 1'
<br />1 Lux.
<br />LID... .; ®' I 1 4Y-xalw Itxn
<br />`/
<br />C.D. I
<br />1
<br />r
<br />I , ® y- 1/11 IUA/14 ,p 4 a
<br />.:/,• + -ED_. f._- 1x I/Y et. Y, •/ NMI
<br />;R I - I . MIT. '_
<br />i (ALTERNATE
<br />" I LEG LOCATION
<br />- I
<br />ALTERNATE CONCRE . _ � 1SIWG 90URm WNCRETE
<br />ANCHORS OR C6NCRCTE BLOCK REOUWED.
<br />(SEE SCHEDULE ON
<br />SMELTS 9 THROUGH 10)
<br />E.O.. EDGE DISTANCE ��J E-9WM�:
<br />(SEE SCHEDULE ON TOP A BORON MOUNTINGS CAN BE
<br />SHEETS 9 A I0) COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />j ON SO4M ]
<br />9
<br />1
<br />I ,t
<br />I
<br />I
<br />Goss
<br />EX WAI -YY
<br />1
<br />E.O.
<br />EXISTING PDIIEQ.
<br />RCONCRETE E ROCK I
<br />CONCRETE ANCHORS -_
<br />STAMM W/ SRIT7
<br />(SEE SCHEDULE ON
<br />SHEETS 9 TROUGH 10)
<br />caNcacrE ocx �,J�.•.m.,-
<br />1/4- REQUIRED. - _ I 3-.-WIli•w=
<br />W. _. _ _ __... CONCRETE ANCHORS ' ��%�' ' ', -
<br />(SEE SG/mILE ON • �+1/, H -__. } I
<br />. SHEETS 9 THROUGH 10)', I
<br />1
<br />EOI / 1
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<br />VJI 1•. .1 r A M d1`747151
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<br />INSTALLATION DETAILS FOR REGULAR PANEL i>1 INTO WOOD
<br />�' 1I ALTERNATE LEG
<br />4.... (MA.) EXI6T91G ANqpQ I - ... LOCATION
<br />SEAM REQUIRED. STRURlB,A-L
<br />ADEQUACY OF EXISTING WOW ." li
<br />BEAN TO eE CERTIFIED BY '
<br />REGISTERED ENGINEER DR Ea . - ". Il. / -
<br />®
<br />ARCHITECT PRIOR TO SMUTTER
<br />INSTALLATION, '• ANCHORS ALTERNATE WOOD ANCHORS III .- I• I -.
<br />( SCNCDULF ON (SEE SCHEDULE ON 4T11• IO "' " ,4Ap
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<br />GLASS ® 1 WOOD ANCHORS I I I 1 I. • 4 1/P 6G
<br />(SEE
<br />44E'TSC'FWLE ON �.. %tM �li j /�
<br />-1 OLASS.(SFF I lJ 1 -� I ``% 1 I SCHEDULE I UHY)BF+' Min. SEPAAM3FTDN To CLASS, i
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<br />YI000 ANCHORS 1. __ -_._. _ RfQU1RE0 I 10�I LSF.L SCHEDULE am
<br />SHEET 1 1)Ii (SEE SCHEDULEpULL ON _ s _ , - _._. _ .. 3/4' ' 91EkT 11)
<br />--2• MITI.-- - - - -- '
<br />GILD-OLIT MOUNTING
<br />ALMRMATrA
<br />ALTERNATIVE 4W
<br />SCALE
<br />HINNH BONE ]/e-,•
<br />DER 46 ft
<br />.La'',.%GEN'te f.
<br />NOTE_ FOR COMBINATION DF SECTIONS; # . 11 NO. 44187 •'• FLORIN BUILDING CODE Man High Velocity Numcons Zone)
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. ALSO
<br />TOP k BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING pA.f) AND PANEL LENGTHS S1i1TEOF 7 R°'0TM'W°'.c 24 GAGE OALVAIIZED STEEL STORY PANEL �"'w,
<br />COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET3 � `_...
<br />INSTALLATION. 2. FOR NEV WOOD FRAME CONSTRUCTION: WOOD IS 0A1,," "i0•�,.N1vt • • -_:r: _ ,. _ �v n/nnaR
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC "YIy .. _.. . _ 1L E C O INe. ��� N �• an.
<br />DENSITY of 0.55 OR EQUAL. „4�NA� „E"N ALz. �, ;:'",FBI"» m GT a ` '. 06N)I0- F61I JXFFFMi.6.>.M.n7 zo-ns
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<br />j ON SO4M ]
<br />9
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<br />= __ NiS O30O�./y:
<br />EXISTING POURED E( =) AraW/ _ M CONCRETE BLOCK
<br />ARE USED. Rom.
<br />VJI 1•. .1 r A M d1`747151
<br />3kMIif)1w�
<br />INSTALLATION DETAILS FOR REGULAR PANEL i>1 INTO WOOD
<br />�' 1I ALTERNATE LEG
<br />4.... (MA.) EXI6T91G ANqpQ I - ... LOCATION
<br />SEAM REQUIRED. STRURlB,A-L
<br />ADEQUACY OF EXISTING WOW ." li
<br />BEAN TO eE CERTIFIED BY '
<br />REGISTERED ENGINEER DR Ea . - ". Il. / -
<br />®
<br />ARCHITECT PRIOR TO SMUTTER
<br />INSTALLATION, '• ANCHORS ALTERNATE WOOD ANCHORS III .- I• I -.
<br />( SCNCDULF ON (SEE SCHEDULE ON 4T11• IO "' " ,4Ap
<br />SHEET I1) SMELT „) ''1 --EO+FD-. .-
<br />mleis Mm "No' *0 wr
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<br />-_I'L UI. WOODHEADER- , 11, In' .----- _
<br />EXISTING ( I ._.. _ 7 - _.- ...'__ _.. - I REOUIIED `• .. AN i 4 - IuD tln
<br />GLASS ® 1 WOOD ANCHORS I I I 1 I. • 4 1/P 6G
<br />(SEE
<br />44E'TSC'FWLE ON �.. %tM �li j /�
<br />-1 OLASS.(SFF I lJ 1 -� I ``% 1 I SCHEDULE I UHY)BF+' Min. SEPAAM3FTDN To CLASS, i
<br />1 ON SHEET 3) I 9a IAn r
<br />I ,/ - ----! 4 -' PA/[I. lva r (.5fi SCIEOULF ON 519,Er ]) 1 `/4 •BLn1� 1• MAT(
<br />NOON E )� j 'k, [ 1 VAN f ' PANEL U:NOT11
<br />I I PARR LENGTH :.. _-
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<br />YI000 ANCHORS 1. __ -_._. _ RfQU1RE0 I 10�I LSF.L SCHEDULE am
<br />SHEET 1 1)Ii (SEE SCHEDULEpULL ON _ s _ , - _._. _ .. 3/4' ' 91EkT 11)
<br />--2• MITI.-- - - - -- '
<br />GILD-OLIT MOUNTING
<br />ALMRMATrA
<br />ALTERNATIVE 4W
<br />SCALE
<br />HINNH BONE ]/e-,•
<br />DER 46 ft
<br />.La'',.%GEN'te f.
<br />NOTE_ FOR COMBINATION DF SECTIONS; # . 11 NO. 44187 •'• FLORIN BUILDING CODE Man High Velocity Numcons Zone)
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. ALSO
<br />TOP k BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING pA.f) AND PANEL LENGTHS S1i1TEOF 7 R°'0TM'W°'.c 24 GAGE OALVAIIZED STEEL STORY PANEL �"'w,
<br />COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET3 � `_...
<br />INSTALLATION. 2. FOR NEV WOOD FRAME CONSTRUCTION: WOOD IS 0A1,," "i0•�,.N1vt • • -_:r: _ ,. _ �v n/nnaR
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC "YIy .. _.. . _ 1L E C O INe. ��� N �• an.
<br />DENSITY of 0.55 OR EQUAL. „4�NA� „E"N ALz. �, ;:'",FBI"» m GT a ` '. 06N)I0- F61I JXFFFMi.6.>.M.n7 zo-ns
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<br />PANED. D SCHEDULE -.� (SEE SCHDUL 1 SMIEL THCDUL1
<br />(SEE SHEET 3) 'ON ]) i NOD Sim D
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<br />. - .) -_1 (SEE SCHEDULE ON %' -.1- ....- ..)
<br />= __ NiS O30O�./y:
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<br />VJI 1•. .1 r A M d1`747151
<br />3kMIif)1w�
<br />INSTALLATION DETAILS FOR REGULAR PANEL i>1 INTO WOOD
<br />�' 1I ALTERNATE LEG
<br />4.... (MA.) EXI6T91G ANqpQ I - ... LOCATION
<br />SEAM REQUIRED. STRURlB,A-L
<br />ADEQUACY OF EXISTING WOW ." li
<br />BEAN TO eE CERTIFIED BY '
<br />REGISTERED ENGINEER DR Ea . - ". Il. / -
<br />®
<br />ARCHITECT PRIOR TO SMUTTER
<br />INSTALLATION, '• ANCHORS ALTERNATE WOOD ANCHORS III .- I• I -.
<br />( SCNCDULF ON (SEE SCHEDULE ON 4T11• IO "' " ,4Ap
<br />SHEET I1) SMELT „) ''1 --EO+FD-. .-
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<br />-_I'L UI. WOODHEADER- , 11, In' .----- _
<br />EXISTING ( I ._.. _ 7 - _.- ...'__ _.. - I REOUIIED `• .. AN i 4 - IuD tln
<br />GLASS ® 1 WOOD ANCHORS I I I 1 I. • 4 1/P 6G
<br />(SEE
<br />44E'TSC'FWLE ON �.. %tM �li j /�
<br />-1 OLASS.(SFF I lJ 1 -� I ``% 1 I SCHEDULE I UHY)BF+' Min. SEPAAM3FTDN To CLASS, i
<br />1 ON SHEET 3) I 9a IAn r
<br />I ,/ - ----! 4 -' PA/[I. lva r (.5fi SCIEOULF ON 519,Er ]) 1 `/4 •BLn1� 1• MAT(
<br />NOON E )� j 'k, [ 1 VAN f ' PANEL U:NOT11
<br />I I PARR LENGTH :.. _-
<br />- -
<br />... -_ 1' / 1 M nA ma (SEE SCHEDULE
<br />L-__- .._.. .... .._. (SEE SCHEDULE Ex _.________ _ ._.. ___.:.. ._ `. .I -- NET 3)
<br />I - ( i ) M•A1 tAe1 T� ON fN
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<br />(-- (�7 j $GUILE
<br />1 ''�' DOW I I .� OF 1-
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<br />i � IHOO Ian
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<br />YI000 ANCHORS 1. __ -_._. _ RfQU1RE0 I 10�I LSF.L SCHEDULE am
<br />SHEET 1 1)Ii (SEE SCHEDULEpULL ON _ s _ , - _._. _ .. 3/4' ' 91EkT 11)
<br />--2• MITI.-- - - - -- '
<br />GILD-OLIT MOUNTING
<br />ALMRMATrA
<br />ALTERNATIVE 4W
<br />SCALE
<br />HINNH BONE ]/e-,•
<br />DER 46 ft
<br />.La'',.%GEN'te f.
<br />NOTE_ FOR COMBINATION DF SECTIONS; # . 11 NO. 44187 •'• FLORIN BUILDING CODE Man High Velocity Numcons Zone)
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. ALSO
<br />TOP k BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING pA.f) AND PANEL LENGTHS S1i1TEOF 7 R°'0TM'W°'.c 24 GAGE OALVAIIZED STEEL STORY PANEL �"'w,
<br />COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET3 � `_...
<br />INSTALLATION. 2. FOR NEV WOOD FRAME CONSTRUCTION: WOOD IS 0A1,," "i0•�,.N1vt • • -_:r: _ ,. _ �v n/nnaR
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC "YIy .. _.. . _ 1L E C O INe. ��� N �• an.
<br />DENSITY of 0.55 OR EQUAL. „4�NA� „E"N ALz. �, ;:'",FBI"» m GT a ` '. 06N)I0- F61I JXFFFMi.6.>.M.n7 zo-ns
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<br />= __ NiS O30O�./y:
<br />EXISTING POURED E( =) AraW/ _ M CONCRETE BLOCK
<br />ARE USED. Rom.
<br />VJI 1•. .1 r A M d1`747151
<br />3kMIif)1w�
<br />INSTALLATION DETAILS FOR REGULAR PANEL i>1 INTO WOOD
<br />�' 1I ALTERNATE LEG
<br />4.... (MA.) EXI6T91G ANqpQ I - ... LOCATION
<br />SEAM REQUIRED. STRURlB,A-L
<br />ADEQUACY OF EXISTING WOW ." li
<br />BEAN TO eE CERTIFIED BY '
<br />REGISTERED ENGINEER DR Ea . - ". Il. / -
<br />®
<br />ARCHITECT PRIOR TO SMUTTER
<br />INSTALLATION, '• ANCHORS ALTERNATE WOOD ANCHORS III .- I• I -.
<br />( SCNCDULF ON (SEE SCHEDULE ON 4T11• IO "' " ,4Ap
<br />SHEET I1) SMELT „) ''1 --EO+FD-. .-
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<br />EXISTING ( I ._.. _ 7 - _.- ...'__ _.. - I REOUIIED `• .. AN i 4 - IuD tln
<br />GLASS ® 1 WOOD ANCHORS I I I 1 I. • 4 1/P 6G
<br />(SEE
<br />44E'TSC'FWLE ON �.. %tM �li j /�
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<br />1 ON SHEET 3) I 9a IAn r
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<br />SHEET 1 1)Ii (SEE SCHEDULEpULL ON _ s _ , - _._. _ .. 3/4' ' 91EkT 11)
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<br />GILD-OLIT MOUNTING
<br />ALMRMATrA
<br />ALTERNATIVE 4W
<br />SCALE
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<br />NOTE_ FOR COMBINATION DF SECTIONS; # . 11 NO. 44187 •'• FLORIN BUILDING CODE Man High Velocity Numcons Zone)
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. ALSO
<br />TOP k BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING pA.f) AND PANEL LENGTHS S1i1TEOF 7 R°'0TM'W°'.c 24 GAGE OALVAIIZED STEEL STORY PANEL �"'w,
<br />COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET3 � `_...
<br />INSTALLATION. 2. FOR NEV WOOD FRAME CONSTRUCTION: WOOD IS 0A1,," "i0•�,.N1vt • • -_:r: _ ,. _ �v n/nnaR
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC "YIy .. _.. . _ 1L E C O INe. ��� N �• an.
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