|
`_ .I 1 ---- -.L. -1 1 I- -- I I --- --- III L ___1 -----L--__L_ . I --- -
<br />pEYSAN%pYWI ASD.
<br />Me.
<br />"�
<br />aa.
<br />MiMo Pat.
<br />(6E[
<br />TD OU91
<br />6ECYKM
<br />♦64.0. -75.3
<br />70• OR LESS
<br />2 9/tY
<br />gDL7[p •
<br />1', Y, 3. 11L
<br />211 ! 31W
<br />♦N,O. -75A
<br />70' OR LESS
<br />2 7/8•
<br />OORD •
<br />t 4YJ
<br />- It
<br />• =l D r110M 1/4-.-;W4- U.S.M.S A, WNOMn AT OVERLAPFT �OF PANEL LENGTH
<br />soRdE or PANEL
<br />'�. L. 3 l , I! .I .. •1;,71 P'tl •..! T1: .MI G, >`
<br />MA)UMUN
<br />AS.O. DESIGN
<br />MINIMUM ANCHORSSPA[6H0 FORE O.. ] 1/7• ^
<br />APPUCA•E TO
<br />6 c ww I a
<br />THEN'"
<br />MAXIMUM PAIL
<br />LENGTH! 7• (L'L)
<br />'") (P...")TO
<br />bFCONS
<br />GAUT-N
<br />P"CAA E nov" O
<br />PANOAIAIE PLUS
<br />CONCRETETo
<br />BLOCK
<br />10 CONCICONCRETE:
<br />I'D CONCRETE
<br />TO CONCRETE:
<br />To CONCRETE
<br />I TO CONCRETECONCRETEOF
<br />12"
<br />N/A
<br />12"
<br />1 N/A
<br />12-
<br />N/A
<br />12"
<br />N/A
<br />V k 2- (TOP)
<br />11'
<br />3' •
<br />10'
<br />3"
<br />S"
<br />4'
<br />J•
<br />4•
<br />4' BOTTOM'
<br />12•
<br />3•
<br />12'
<br />S*
<br />B•
<br />c"
<br />B'
<br />6•
<br />,,re.-).
<br />4
<br />68O, -75.3
<br />N/A
<br />N/A
<br />N/A
<br />-
<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 1/2•
<br />N/A
<br />3• (TOP)
<br />12•
<br />N/A
<br />12'
<br />N/A
<br />9 1/2-
<br />N/A
<br />9 1/2-
<br />N/A
<br />3' (BOTTOM)
<br />12•
<br />N/A
<br />12"
<br />N/A
<br />12•
<br />N/A
<br />12•
<br />N/A
<br />4' (HOP)
<br />12•
<br />1 6-
<br />tY
<br />9 1/2'
<br />12•
<br />1 IT-
<br />1 12•
<br />IT-
<br />4- (BOTTOM)
<br />r UYRED TO 6A0 P,sl AS.D. DESIGN PRESSURE RATING.
<br />A SEE 916ET 26 911 ANCHORS TYPE k W%CNO FOR INeTAUATIC6 IRO WOOD
<br />Few
<br />MAD91Q
<br />MI/IKO ANCHOR W40NO ~ft LOON COTN6E AIR INDICATED ON THIS
<br />SCHEDULE. Poe E D. LAWS TIYO NCG7lD ON SCHEME REDUCE ANCHOR SPACING,
<br />BY MULTIPLYING SPACING SHOWN ON fOEDUIE IN THE FOLLOWING rACTOWE, FOR
<br />DO D/aMO10N 70 BE MSIRLL N[OUC/D SPACING OIANO USING FACTOR SNALJ
<br />NOT K LL55 THAN MINIMUM SPACING NOMTEO 000 EACH AVOUCH TYPE AT
<br />ANCHORS LOOM
<br />mI TiK
<br />1/4•r
<br />1/4Y-
<br />1/4•R-
<br />---0I
<br />1/A•W .
<br />1RP s
<br />le« NOON a OL)
<br />3
<br />]
<br />a
<br />f 1/2
<br />Iaa Ne" eP.xr ew L0)
<br />)
<br />a 1/2
<br />f ,n
<br />4
<br />NEAR u fm awsm
<br />FADER1
<br />1
<br />35
<br />-
<br />3.
<br />tm
<br />-
<br />Tro
<br />.43
<br />71
<br />-
<br />I t.00
<br />-I
<br />1.R6
<br />FVA-�
<br />1
<br />1
<br />+ RECLINES Nay. DISTANCE BETWEEN BOTTOM OF PANEL I
<br />AO (D TO 1. I/Y -I1/2'
<br />--iMF.
<br />I
<br />I
<br />++ REQUIRES Mex. OWWA BETWEEN BOTTOM Of PAWL I
<br />AND � To K: 3/16- i3/16•
<br />-i MO..
<br />Hurricane
<br />COMPONENTS FOR REGULAR LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS
<br />(SCALE 1/2-17
<br />- __ .._ _____ ._. __... -.-11125-(TOTAL WITH) _- - ._ ___ -.__-. _____ ._..._._.
<br />-' 2.107'
<br />r.-. -..--12.6w• (EFFECTIVE WIDTH) I I. --1.7S0-r--.- CS.ANSq
<br />0. . •6
<br />•__ . __. 41-1
<br />,.2 1JB1;
<br />r .0p6� - ( • 12 1/2. O.C.
<br />.�3�A� I-.,.3fS0•-. r , __. ... , 310• - 1 �. ,00• 1: If �'D:y'.. E6L'I R REVERSED)
<br /><( I f 1 - l
<br />'
<br />.260 ` , I '^.., I--- - .�• _ .640 .686•
<br />} �j
<br />L{MIN. � h 3.375• --- 1
<br />' 1.671- It 1.3� t
<br />I IjEYMEO GALVANIZED STEa \J ,�,, .014• as
<br />s.obo
<br />EDGE ASTu ABe3 fYP. � q0, t.015• I --ERTII f
<br />-
<br />OMBE K MIMIM I-
<br />I 2.Ix5•
<br />FW GALV. E L -
<br />I
<br />__ -.. A J 4E - OStt ,.500•--J-CTYP
<br />STORY PANEL - 37s `t7YP.) fwJ
<br />I I 1_. - -
<br />t.3w - 1.350' - ORAL A - 2.000 --• T
<br />AANO7 SHALL K INSTALLED ALWAYS 'I- - 2.387• ..-..
<br />ROOM LEFT ro ROM W/ 1/2- L90
<br />At 040 AT LEFT SIDE OF FARM ZO 'H' HEADER (3) 'F' TRACK (4) ANGLE WITH STUD
<br />TYP. TOP
<br />^I
<br />L or PANELI DGE GALO.CVAIIZED STEEL
<br />PANEL'sNENDLIP .375• ; Wj70TI 0
<br />40.05' I PANEL
<br />R OFW (
<br />WALL ` 11
<br />( - _. Taw' ( -
<br />:.
<br />` �� t wr .625 n. _ . oa1. o.2tw.
<br />- r.e2s• .
<br />-,
<br />I ,r. 2.230- - . , { ISOMETRIC YEW DETAIL A li3i T_ _. - !;tow e.-,, -"EL � OR
<br />ROUNDED CORNER O ENDS OF PANEL'S MR,
<br />END LIP W/ HEMMED EDGE. 1. U5'
<br />2.378• .__._. (N.T.S) .375• .125'
<br />TP. BOTTOM DUMA1
<br />1.q
<br />EWE of PANEL
<br />2 Soo ,... .0G1 • 087• T (5 KEY HOLE WASHER
<br />3.750' 1 (TW.) ' 3105-HIS4 ALUM. ALLOY © �H�AT P�� 7.75o•r
<br />.072' I
<br />' 2.124- F_..I 4 r SEE INERT a FOR AOOngNAL
<br />__{ -�' .750• - A13' URATONS w SLEEVE LENGTH 6 1 )',
<br />.OGI'
<br />(�) SLEEVE 2 jig" 1 ,_ 125' 1._ WOOD ASTR FOR n6TAlUTe1Ne Into
<br />,.YJO• I __ 375- I. (TIP.) A .LAY- WOOD EIRJC7UBES
<br />1y�1 .' 1 - I MAX,LENGTH
<br />-T
<br />`'IRA' 115 2. m
<br />..." . I A 6aM•,
<br />t-.Tle• I EVI I
<br />L_
<br />O ' ER O U HEADER ,'ow r 1 7w
<br />7 REM. .5 HEAD (TYP.
<br />- 1 _. _ .... - I" MIN. TO S' MIA:._ _ .' f -
<br />Haw _- _ -_ J
<br />® SLEEVE N WAX.
<br />�(1 0 �
<br />I RW O 11 aJN TRACK 1© PANEL MANGER
<br />74' _ 3.ow -- fluor NMHHN
<br />. Ty- .x+' "Jw. �1A A. TI((/j (] 1 f4' WIDE)
<br />F_. ..__.__. 1 1 __.. I--.- _7 062• �••••••••.'•'••.✓� (USE ONLY FOR E-Z HANG STORM PANEL
<br />I .JI N' .RS6' .470' 175" 'a-- 3;' JCEN_j_ •% SYSTEM) 0063-TO ALUM. ALLOY
<br />1.671 ( ) 2.Doo' 4 4 P + I.125 Eeo /� 2�D• N0. 44167 E FLORIDA BUILDING CODE Non High Velocity Nurrieam Zone
<br />,
<br />.oK 10, • L _ _� ,.--
<br />_ Goof, I STATE OF 24 GAGE FYLLVAIR2ED STEEL STORY ►AURA IRWW IN:
<br />MI .
<br />: oGa -..I
<br />+ m SECTIONS
<br />MN. r ° ' . 41 ... I L E C O NNE. GLOBAL PROTECTION PRODUCTS. LAC. nmMW
<br />NOro S.W. 51 t11REET
<br />-.A
<br />.'� �% 4 %A•• Au s. W raw ,NWr W,I�a N NAME tWWL. R 33N4 20-1 7S
<br />13 BUILD -OUT "F' © BUILD -OUT -FED TRACK 1© A( ® WASNERED WINGNUT f 1 'N . R]tG'=-. , - ,M, . N"E try..->w nm t55Px.. ER>
<br />ft
<br />:,..
<br />TRACK ANGLE (ZAMAC 3 ALLOY) P.E./ 1fAWCMIUI[/rrz WIL1Q AALLIf7iavow
<br />Pi , t'-fog~ SHMna N to
<br />CONCRETE ANCHORS_
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROUGH '
<br />._.I _._ --I
<br />1
<br />1
<br />I
<br />I
<br />�..
<br />T eY- Y
<br />/ I
<br />u FA3.
<br />I
<br />1� _'
<br />,1 t
<br />N
<br />EII�
<br />1
<br />1
<br />F ISWN "OL _1 i- M6..
<br />1
<br />1
<br />1 1E
<br />L PANEL LENGTH
<br />(E
<br />7�
<br />N)n
<br />SNBEEHET
<br />i
<br />I SEPARATION
<br />1
<br />ro tAAss
<br />i(� s
<br />I
<br />i
<br />- 1
<br />.,)
<br />I ON SHIQT s)
<br />r
<br />sot
<br />OFv
<br />I
<br />1
<br />1
<br />MAX.
<br />1 (�)..i..-I
<br />1
<br />I
<br />e
<br />•t 1/Y D.C.1e
<br />LT
<br />1
<br />DUSTING F'O IKP
<br />CONCRETE
<br />WOUIRM
<br />CONCRETE (SEE SCC"MXAE 017 __.' ''. �\
<br />SHEETS I THROUGH 10) --.__ED. - __
<br />.7 r - , N 2 .1.,- . .Il , t
<br />. g iT•,,
<br />ALTERNATE CONCRETE
<br />ANCHORS LOCATION
<br />-(-SEE SCHEDULE ON
<br />ERISNo PETERED CON CNE'fE..l SHEETS 9 THROUGH 10)
<br />NIA CONCRETE BLOgG
<br />REWIRED. ,+ti J -ATERNATE LEG
<br />F / @.
<br />CONCRETE ANCHORS .
<br />(SEE SCHEDULE ON _-
<br />--._I J 11.
<br />SHEETS 9 THROUGH 10), v /
<br />r b. I , ,
<br />FI
<br />/ .. ,
<br />TO GLASS
<br />I1(SEE SCHEDULE ON
<br />I SHEET 3) AV
<br />1
<br />EX &4
<br />oLAss
<br />1 _ ..=k
<br />E.G.
<br />1_
<br />CONCRETE AWGORS
<br />(SEE SCHEDULE ON...
<br />Of WALL OR STAB SHEETS 9 THRIXgN 10)
<br />CONDITION)
<br />E.D. - EDGE DIVIANCE NOTE FOR COMBINATION Of SE-F'TIONs:
<br />(SEE SCHEDULE ON TOP k BOTTOM MOUNTINGS CAN BE
<br />SHEETS 9 k 10) COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />19%3i;RI:1R .11 .It
<br />r IAA -.
<br />I- 4Y i0 - l
<br />,//4••t• HO1 10, so .FAO
<br />-Ilr WUUOI ,a 9GEw OR
<br />.i-
<br />, IF'I l•oxS N.S.W/ NMI,
<br />I
<br />I
<br />_�__--�10.1-. ... )
<br />...
<br />i 1
<br />-AWtI• . .
<br />gLBW
<br />1
<br />I
<br />I
<br />_1
<br />O
<br />1
<br />I
<br />Z6. W0.fl. -. R
<br />'/.
<br />A N NOUP
<br />OR: fa TWO. •l' M6x.
<br />f
<br />Lam sa r-n PANEL LENGTH
<br />1
<br />(SEE 304EDULE
<br />1
<br />I
<br />- ON SILT J)
<br />' ._
<br />D
<br />I
<br />OF 'L'
<br />1
<br />I
<br />IAI
<br />I
<br />I I
<br />r- --
<br />.. i. Y "�-
<br />H -GMT}
<br />' W' 64,/Pat
<br />®
<br />7 POURED CONCRETE
<br />ICRI TE BLOCK
<br />DUSTING
<br />01, CONCRETi aocI --
<br />REOLM".
<br />CONCRETE ANCHORS1
<br />(SEE SCHEDULE ON __.�
<br />E.D
<br />L_
<br />CONCRETE ANCHORS
<br />(SEE SCHEDULE ON
<br />SHEETS 0 THROUGH 10) V
<br />DUSTING POURED CONCRETE
<br />OR CONCRETE BLOCK
<br />REEARED.
<br />f _ .
<br />Ron.
<br />SEPARATION
<br />To p/6s.
<br />(SEE SI7IED a
<br />ON SHEET
<br />I,`1"-.. -N
<br />MI
<br />-II/4'
<br />MAX.
<br />I-
<br />I --- ...
<br />.- -1
<br />1
<br />1
<br />1
<br />1' M.
<br />1
<br />PANEL LENGTH
<br />1
<br />(SEE SO4VAL
<br />I
<br />I
<br />ON SHEET 3
<br />FOR SPACER
<br />I
<br />I
<br />1
<br />1
<br />Ie,O ON S"EEIS
<br />DOLT}
<br />'Or1A 9k 10
<br />1.
<br />SPA:10
<br />� ar.O
<br />!7+
<br />I _ .L'
<br />Ge"I )
<br />_ -' - _ 1
<br />CER Sot
<br />MGM BE 'L"
<br />MAOL
<br />1
<br />--- I
<br />I A
<br />F O 2 I/O- LONG MAX. AL UM
<br />SPACERS • 6 I/4' IIMMNnU
<br />G.C. VALID FOR
<br />ALL DESIGN IONS AND PANEL
<br />LENGTHS PER SHEET 3.
<br />1• MAX. LONG MAIM) SPACERS •
<br />12 1/2. O.C. (SEE TABLE 01 ON
<br />SHEETS 9 k 10.)
<br />INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL n
<br />INTO EXISTING WOOD STRUCTURES
<br />--'-' i/4'0 LAC SCREWS • 6' O.C. W/
<br />\.�\
<br />1/2• MM THREADED PENETRATION _
<br />.. _ _ t/4'. LAC SCND/S 0 e' O.0 R/ (= 12'.' WOOD
<br />ro ER61NG rOOD HEADER •' f- ,/4Y LAC !GEMS • 0. 00. W/
<br />,.
<br />�-.. i
<br />I I 1/2• IPn THREADED PENETRATION SLAT OR ON [DOE , t/7• THREADED PI71ETMitaN
<br />ro E%9!NG WORD HEADER. m
<br />'^ .� { li 4 Cunt jl H,' l.Y.s. ro IX61N6 (FOOD IwJOFR.
<br />'
<br />`t % I 4 Cant. 6,IL,r S.MS y/I N -., �,/I / ^ 6 CeNt w% Th'.1,]Y WIND
<br />11_
<br />i • U [NO 01 ® I J, Mn ` 12 D.C.
<br />:� `
<br />X l
<br />• 1 I / \ 1 �! f •Y LAC SCAENS • 5. 0.0 W/ 1 i O 4 CaM 114x 1' S4.S
<br />�` \
<br />1 I 4•. t Y YN. THREADED PENETRATION R • G [W or
<br />t I -2O • TRUn \ 0
<br />' ' I pOSTPIG
<br />it .1 ._. W/INC / 7 eY.a/]7• .�' W
<br />/ I'I t OCTAL , 74 • , HEAD .3.W Wow HIAO[P. )
<br />` ' .! Nto / _._... `
<br />I _.__.". / I Or EVEN• f7rP.) ,. y., ' (FEE OTTAR I/a4 k
<br />4 C.M I
<br />a/,weo•R1Hmumw. I+D► NA[T FIW, S.A. � L� M.Qi_J� pf _
<br />. _) "I OF EVOIt' m
<br />I1oeD III,ADrn ; • EA oo a 4) 1 i1.'-IS
<br />11�
<br />�M
<br />/24 k I
<br />I6 RHDN 490RN , ' t- IS IABELOW)
<br />I 1
<br />1 - W000 +EA001 AEOURED 1
<br />2 9/16• Mitt I t s.. 20v.)/.• i/'•' w"W 4 v
<br />'6. :( .L�
<br />9lPARASS,
<br />7 r/,I' Hen ,�}'w /u�
<br />SERRATION I ?/4'r'2OJ/.• TD QASS. I 7/eY�/17' I10 MR • I I -
<br />}. 6-l"", ' I I. Ir
<br />T0 GLASS I WINO NUI IY CC. 1
<br />WIMC • EVERY OVERLIP @ 7 7/6. 4N. I
<br />.
<br />NYEm• ovEllAv i( I I
<br />I 1/4•r-Hp3/1• - 0 CLASS ,/4-r " /4'
<br />Y. SCREW IF e Y. 6p1EW
<br />± II
<br />1... -._ _.. 7 6 ,e' Yin r e'rx I g I 7 eYxS/Sa•/
<br />YJf • a NUT •
<br />I I1 TO CU Sb. I EVEN O.ENA► U, I LVERY OV00M
<br />.-..-_.....
<br />a_�_
<br />I _-_ g-
<br />v�
<br />� Y H �
<br />Y r
<br />r
<br />I
<br />I .t "9
<br />1 I g
<br />-.� 'I I J ! - �7rorp'1- 37' i ifs 1 I#
<br />4:2."
<br />• 17' OC. '�V\ J Md i__
<br />e .re� • L._.
<br />i
<br />1'r t' s PAINQAVITC FED8 `
<br />_.._•'•• 2 i/e1�NlAMI,N,
<br />Mom"rzT /Cart .__ J .. .- ._ ._ f g•..._.I f/4Y/_T�Orv+J3p Ys_
<br />' • •_ •-NOTE
<br />iI (!E ,A YlGW). ,7 ,/Y OC I e F , ,' YN L WNUi'dl 1 41 M'J,.•
<br />-
<br />'
<br />t. I 1 , 2' Mn, iHHRFADfD PCNCiRA1bM • '._ t7) 2TE Y ,/4•Y- / s. W/ $ 1TJ0 TH6N.GCkW (9[C
<br />1/4Y LAG SCREWS • 4' O.C. W// NOTE A
<br />G, IEEE AT sPLUS 2Goo OR FLAT Olt -. r I .- •NJE '' 1, Il •I NJ.DLAi
<br />ON EDGE `,--(
<br />2 t4-10 PANELMATE PLUG W/ HIOR IA BELOW) '1 \ I' B 1 eY-70.]/1' YS W/ )/6'rJ/SY
<br />7�6' PaE7RA11ON • ,7 • OUE.ESL4 -, Cwt NUf • IY CC
<br />SORES HONED YlYiO6 `^ 1.
<br />00 11YIM.
<br />�•
<br />Wn. t7) ]•N' I '1 I 1 /1 •2 Net iNRFAKD• 6PEWMPAU/ON ) � 1/I TREADED PENEIM ri1N
<br />'_°• /2
<br />2N
<br />TUT OR ON COOP YM 71•' IIO00 WFIAT ON E GEARED a a PLATE
<br />�� FIAT rz [OUT D ALTERNATIVE 2"W t
<br />SCALE 1/4-.1' PLAIT R'OMRED FLAT MT OR d EDGE
<br />"W
<br />ALTERNArnE 1 _
<br />SCALE 1/4•.1' r1
<br />trnw
<br />`.'V�^ I!' Y ALTERNATIVE 4L"W
<br />AWTIONS ARE ONLY VAUO FOR BUILDINGSW,TN W.S.U. tvcnu LOAN
<br />UP TO ♦060. -75.3 PR AND PANEL'S LENGTH UP ro S'-,00� 00"''p ' 7!�^MLLTERNATWE 3 MI SCALE 1/4•.,•
<br />_
<br />2, FOR NEW WOOD FRAME CONSTRUCTION: NOW MCHKNS TO BE SOUTHERN of '10-11,y......... •Iwq SCALE 1/4•-t-
<br />,
<br />sNE NP. 2, w/ srECElc oEHPAR' of o.5a OR SQUIRM '',.r ''
<br />:1VCEN fF'•�9
<br />}T FLORIDA BUILDING CODE (High VelocityNurrleone Zone
<br />NIZIL'�
<br />? •• N0.4 .WFm nTaG r-
<br />7 20 GAGE GALVANIZED STEEL STORM PANEL Fr
<br />SET0�F 0E S�
<br />SMCPI/'D+IC TIO COI [ TC �'Itt Gp DREAOPAtWIWOFAE O 2 III,: y * j dWRN 6Y:
<br />S c
<br />SEINES STIFF i3OU"
<br />/�
<br />IWDO OR 7aw NeTAUTTw IrrE oN } -e'• STA OF ( r -ix.----, BAl PROTECTION PRODUCTS+ LAC. I'
<br />YDR - Ca•e4� n }ECDOM6 ALSERNATTVE TOP HEADER WOOD Fti�.- '10 01, � / --- ' IL E C O INC. . VA. 61 N+Ea CAM
<br />':F`sS% .... 'F,�G'D v Iwx .. .. aw .e,r, or•A n r RICE nNNr >6 a r'ax�I (ba)er-4T6T 20-178
<br />TOP t eonWY YOLAr.os CAM N cGNMB.Eo N AKRCONIDTFION
<br />WA1 10SLAT ANY INSTALLATION, 11,f. ,/4. - I. /I.ANNONM L w,.,.. TRW fA-0�w - � m•,4n w. OH1.RO IN. NOES : SHUTTER TRAC9S NOT SHOWN FOR COUNT' P.E.. •AlYOa,Ww/M,, 6L1LTa1 A TALL X_ PA
<br />e QT N a M
<br />W 2/4 1/4. 3/4. 4/5, 5/5 t 6/5
<br />1 W/6, 2W/G. 3W/7 t 4W/7
<br />ANCHORS
<br />(SEE SCHEME ON
<br />S INSTALLATION INTO POURED CONCRETE, CONCRETE BLOCK A WOOD (t) -J; MAX _ -._ __ - SHEETS 9. 10 kft) - --- -- _ 3• MAX
<br />aNr4n1 E Eati-S a BESTIUM AT EACH I M'' ii' MN. ,
<br />O ~ !1 �' O
<br />AT TOP OR BO7TOM END WITH TRACKS (3T_n. n �_� D$ D.M..�2 ,Q3 ,Q, o r-r- -r-rr > r-1-�-r-r-r-T-r-r-T - ...._.--r.T
<br />tV1T11 TRACJ(S 'I�n B dRECT MOUNTED 1T LA"N ENOO (- T -) .. - I __ r. I , _ I _ I _ ,
<br />MAXIMUM PANEL LENGTH
<br />'L OR "L-" (ft.) 0
<br />MAXIMUM A.AO.
<br />MAXIMUM
<br />DESIGN
<br />PRESSURE RATING
<br />(P...I.) I. or -)
<br />CONCRETE A WOOD
<br />INSTALLATIONS, 1•
<br />EA
<br />L-
<br />no
<br />12'-0•
<br />12--v
<br />210
<br />12'-O'
<br />f 1'-8•
<br />320
<br />IF' -A•
<br />10'-0'
<br />no
<br />to'-0•
<br />4a0
<br />^r0•-r0•
<br />10•-,•
<br />e'-4•
<br />4AO
<br />9•-61
<br />8'-I'
<br />Sao--
<br />1OS 0
<br />e,_,.
<br />e._4:
<br />0 -0
<br />e'-Y
<br />6ao
<br />o_.
<br />7ao
<br />W-J
<br />--;:----7- _7
<br />r N-
<br />a._o
<br />71-8
<br />Y-01
<br />_ 75.0
<br />r-s
<br />e'-JO'
<br />Sao
<br />?*-I*6'-r
<br />_ e10 -_
<br />7-01
<br />e J
<br />90.o
<br />G.-P.
<br />6 2•
<br />Woo
<br />e'-I•
<br />e•-O'
<br />---raa0
<br />W-s'
<br />57-11•
<br />-
<br />roa0
<br />e'-J•
<br />3•-9-
<br />-- no.o
<br />-
<br />._7 .
<br />IlAO
<br />-
<br />s.-Ir
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR "L-" (ft.) 0
<br />MAXIMUM ASO.
<br />OEM
<br />PRESSURE RATING
<br />(P.-I.) (+ a -)
<br />CONCRETE t WOOD
<br />NSTA3ATIOHS f
<br />L+
<br />L-
<br />20.0
<br />YJ.O
<br />,2'_To'
<br />rf'-Y
<br />JaO
<br />W-A•
<br />ro'-7•
<br />J10
<br />10•-10•
<br />91-0•
<br />40.0
<br />01-61
<br />W-2•
<br />410
<br />0'- I •
<br />e'-Y
<br />50.0
<br />sio .
<br />e'-7•
<br />B;-2•
<br />7'-9
<br />B•-3•
<br />SOLO_._-
<br />7.-0"
<br />7._2.
<br />70.o --
<br />7._s
<br />e•_r,.
<br />n0
<br />r-Y
<br />6'-d•
<br />eao -
<br />71-0
<br />r-s•
<br />85.0
<br />7-0•
<br />a'-J'
<br />90.0
<br />e•-9•
<br />C-1
<br />e'-7•
<br />s•-,o•
<br />e•-J•
<br />5'-r
<br />e•-3•
<br />s'-4-
<br />L_:`_'11--111..11
<br />--
<br />S-1•
<br />-
<br />4•-JO'
<br />MOW" SEPARATOR TO CLASS SCHEDULE
<br />MAXRRAM
<br />PANELLENGTH
<br />woo SPEED C 170 ..p.h
<br />WANE SPEED > 170 . P.h
<br />(A)
<br />UNROURNNED
<br />I RESTRANEE
<br />UNPESFRNMED
<br />RESTRIMMED
<br />30 OR LESS
<br />i•
<br />I.
<br />6•
<br />0 1/4-
<br />>33 TO 00
<br />1•
<br />1'
<br />7 1/2•
<br />7 1/2-
<br />>IIO ro NS
<br />/'
<br />1'
<br />7 1/2-
<br />7 1/2-
<br />.,b 10 1
<br />1'
<br />1'
<br />-
<br />7 ,/x-
<br />MIMIUIIU PAMCI I FMMU lint FM A GIVEN MOuNITIM0 CONnMON
<br />-
<br />T�
<br />��
<br />OILER
<br />I/OUNT
<br />-
<br />T'
<br />HEADER
<br />'V
<br />HEADER
<br />I.YR1.S•-�
<br />STUD,
<br />ANGLE
<br />.1.
<br />TRACK
<br />AIl4".AC`
<br />„
<br />-r nec.
<br />Tee[
<br />-
<br />DIRECT MOUNT
<br />40•
<br />J2'
<br />12-
<br />W.
<br />1.
<br />SO•
<br />SO'
<br />4
<br />IANI.5' STUD ANI
<br />73'
<br />37'
<br />32•
<br />32'
<br />42"
<br />30•
<br />30'
<br />i
<br />-r TRAqqk%CK
<br />S6
<br />32-
<br />32"
<br />42-
<br />67•
<br />00'
<br />NO'
<br />1
<br />W
<br />SO'
<br />32•
<br />32'
<br />3r
<br />60'
<br />""
<br />56'
<br />1
<br />90'
<br />32'
<br />32'
<br />3a'
<br />80'
<br />SO'
<br />S6'
<br />®'®Or®
<br />I
<br />11 1. 1- I "N' t __ - - - . 1. I I _11,11] 1-1]
<br />.. I
<br />- I -------
<br />/ - - -- -T - _ -
<br />"I;v_,_,___ I �4 [
<br />(SEE P, I BOLTED PAEELS W/ 1 N-2D.1
<br />(SEE LIEDSECTIONS AS I ,. •_ _ - S. M3. BOLT W/ d O EA 91MLAP
<br />APPLCABLL) + /' • (SEE SECTIONS AS APPLN'ABI�
<br />D.M..O3 (D.. • - O - - - - - - - -
<br />O- - O - rum
<br />®Or ® _ MAx - MAX
<br />1 - 2/4 1 /4, 3/4. 4/5, 5/5 III I MN' _T J
<br />1 W/6. 2W/6, 3W/7 k 41V/7
<br />L..--.. .-.-ANCHOS (SEE SCHEDULE ON SHEETS B. to At II, ----- _.. _
<br />REGULAR STORM PANEL M ELEVATION /. Mr DAP
<br />1097' N.T.S. -r
<br />a (MN 04" -1 WHOLE VOLLEY) I
<br />MAX. - '..(D SECTION A -A II (D N.T.S.
<br />HOTEL
<br />(1) L.: MAXIMUM ALLOWABLE PANG LENGTH FOR A OMEN POSITIVE ASO, DESIGN LOW.
<br />L-: REAL ALL 04U REEL LEGTH FOR A WEN NEGATIVE ASO. OEM LOAD.
<br />(2) PROCEDURE TO D[nU% 2 MAXIMUM !DUEL LEEw6
<br />OMEN A POS M AS -a' MOW LOAD, DatMWJE HAIGNUN PANEL LENGTH
<br />1.+• FROM SCHEDULE -
<br />OWN A NOOLU E A.U. DESIGN LOW. OEWbPc MAXIMUM PANEL LENGTH 'L-' PROM SCHEDULE
<br />FINAL MAOMLN N.LOMNLE ►NIL LOOM 6 MAIL TOM Bill"a OfTUWMNED PANEL LENGTH
<br />9EIMEEN'L.- NO 1.-•.
<br />(3) SEE 904M LL OMM TOR MIN. ►AMR LENGTH FOR POROSITY QUAINK RR)N.
<br />L NSFAUTIONR INTO WOOD ME LIMITED 10 a 65 P.af. MAX ALSO. KION PRESSURE RATIO
<br />9, 10 k II FOR MAX. A.S.D. OEM LOADS k MAX. RNEL L[NOMS FOR
<br />F - ' uuvy,p -'• " FLORIDA BUILDING CODE Non High VelocityHurricane Zone)
<br />* : •
<br />$'%
<br />'. °�
<br />%, Nq•.
<br />�h qA
<br />. 44167 :
<br />I '
<br />CST Sir-,
<br />1ATE OF '-'
<br />OR(01`.: �L4G�' f�0�
<br />N.......
<br />• •' G\
<br />am 1LtooG, Se.
<br />IL E C O LNG-
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />Mt-'er
<br />PROTECTION PRODUCTS. LAC.
<br />Nero M. II llIIYE
<br />MC RSVtA
<br />Rlac (W)Fr-HIN6. FAi (9N)r0-NN
<br />DATI,
<br />...ar a•k.Jr.ar-I ..,.
<br />wa.. am ON -,RED . A. , P4T aT-Ir
<br />CA�le
<br />W LRR A RID k.. ►E.
<br />2(i-175
<br />a1wN6 w
<br />rWr
<br />INN
<br />•QT ] Ole
<br />INSTALLATION DETAILS FOR REGULAR PANEL (I
<br />INTO WOOD STRUCTURES
<br />•_ - ...-- - -. _ _ Min . O --- _.__.. 1
<br />• n661
<br />-' I I f __-._--_ " -__--.AAA_';.. • -l- 11'R•ININ GRIN r•0')
<br />v LAM
<br />____ _....._ _I FXST
<br />..' �. / ..
<br />{ __-..--__ PANEL
<br />. LENGTH
<br />�,
<br />WORD HEADER .` - O II FAA63BE'-4 1
<br />r/00D ANCHORS 1 ; WE SCHEME
<br />.-
<br />�-...,. ON 9 1�FOR
<br />REQUIRED ( '., it I/4. (:CSC 1HEDULE ON ", .., !r L. / I 01 f'- _ -...., ._.-.::-_Lt.
<br />6I
<br />Y, 1/Y ' 7 -_ �01 6PACER� OF 'L:,,r
<br />•.
<br />U. ', i _7 ' ` I
<br />. LEEGEN MAXi
<br />�'
<br />_
<br />I 1... ._. ____..._ N WOOD HADEB_ h : I FO{ •'. • 1I
<br />'', '\ a",MI
<br />,
<br />I REQUIRED 1 1 _ _ .-----ED
<br />1 I 1 1 \ II 1• MAX. LALUMINUM SPACERS • 12 1/2'
<br />I -®O.C.
<br />`-•' (SEE TABU /1 ON SHEET 11.)
<br />1 Mn. 1 SEE NOR - BEL FOR LIMITATIONS FOR
<br />1
<br />_-� ; I
<br />•L• MAX I 1 1/2' LONG SLEEVES.
<br />SEPARATION (.' .I
<br />r l• MAX. I
<br />E. 70 PUSS. I 1 PANEL LENGTH y 1 I
<br />PANEL LENGTH 1
<br />1 (SEE SG/EDUIF I (SEE SCHEME I 1 (SEE SCHEDULE '. _PANEL MAR FEMALE 10 OR PAIL MAR
<br />ON SHEET 3) I ON SHET 3)
<br />1 1 W SHIER 3) 1.' I '. ' I PLUS (SEE SCHEDULE O1 SECT 11)
<br />_.L` 1 � I
<br />I- >A t -
<br />a s 1 mi.. 1 `•J I 1! l Il
<br />_a
<br />f'on �
<br />EXISTINt-1SEPARATION .
<br />11 5�5--�
<br />I PLATE WOIWED J
<br />.
<br />I OIAI y /�-�
<br />GLASS I I 1 (ON .1J
<br />SNETT J) 1 DIRECT MOUNT W1 SPACER 11M
<br />-.:--. I ALTERNATIVE 2W
<br />.--
<br />LJ.
<br />(D Mj I .-_ � -- � SCALE 3/aa1•
<br />E 1 502 1 '` `-----' I1 • 12 1/ - O.C. SEE TAaE {1 ON SHEET 11 FOR MAX. PANEL LENGTHS k
<br />I OF 7• 1 MAX. A D DESIGN LOADS FOR THIS RISTAUATON.
<br />.. O'.I .
<br />f0 ,
<br />I MAX. 1
<br />, ® _ "2 _ 1
<br />�L�f� i EI I
<br />4 --._ -._ ___..__ __.
<br />E6 ." -^ - I I I - ' I " I
<br />, I
<br />- WOW ANCHORS * am,
<br />*WOM
<br />_
<br />STAGGERED
<br />EQ n ... _ _. --__ 1 1 I�. SHE LF/ T
<br />.\ ION r 6n WE I I/2• LOW IF:
<br />Y ' I SHEET 11) 1 wnwAON 6 LWM To ACE POOH RROM MAIM U•-0'
<br />-�
<br />2'x4' WOOD 4tMOS: LIAR WOW ROOF ImHr LWa 6 A IOn6.T6R FIWM ANY
<br />I euA9• +OGIn Y egMltp OR ow 11
<br />PLATE REWIRE 1 NODQ ANCHORS I
<br />m. N n o outeD
<br />1• MN SeRRt1ON ro OM8 tNCGTp I K4" W000
<br />VD OCLRED W/ STUD �7-' 1 (2) ArOOB OdW 716E COI.0morr Y�/I(L YArz FEMALE a OA I
<br />IN a 4 N ro 1 P N CUTE REQUIRED
<br />(SEE SCH DULf ON 1010 AN THE MWWM p L! I •- MHQ RIME FLMO) aAWi K ..= NIAI•IR A e I/r O.G.
<br />SHEET I1) CNOIBD INN �WIOA Y91INC11IN FROM t2 1/2' O.a ePWOFO Auala ON
<br />I (1) IMNNR AND Ne6N gEBel3E
<br />1.
<br />- ., mom 6 H4 -r PaH. (» MAIL 24 rY PAIL UMN 6 UWU 10 N' O ANY OPIUM
<br />6 A IMM IHEU � FROM LAMM RIa LOW" 4W= ON
<br />- _-- . , - --- (2I 1N4MA froRH ►AIR LORAN •
<br />(•) F 1/2' IDIO SPAIOEIR CCM•ONDR /r fW1 K N FIOICARID ON
<br />WALL MOUNTING rn Blatel PAEL IMWAAgN 6 OIAY
<br />ALTERNATIVE 1 W Rao AN L7NiN9 ttoao F/1ME WRM. SCALE 3/M1• •No L "UN ARGN Or 11/Y Lam IMACM r na ONLY
<br />,DLO FOR - "A" 1, a NO 3 M mmo M Ae1Y
<br />SCALE 3/B.i• (4) MUUAIM WAND OILY FCI WIND E-19N BM/ORD AID THE ago (IN a7rotp Or M HUMOR
<br />•AUNp OwE
<br />20147 1. 2 k 3 PER AWN IF
<br />lama-00. INN
<br />L--------.-
<br />MOTS: -..Gn!,�c*3
<br />..%EAI
<br />High Valwotity Hur cone Zone)
<br />NOTE FOR COMBINATION OF SECTIONS: I 1. INSYALUTION ARE ONLY VALID FOR MAX. A.S.O. : No. 44167 % soro ta1Em, W. fJ`
<br />DESIGN PRESSURE RATING (p.$J) AND PANEL LENGTHS *. * * 24 GADS GALVANIZED STEEL STORY PANEL "„AR sU
<br />TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR �•
<br />STATE QFS---" ''•�% O PROTECTION PRODUCTS, LLC• M�ppE*
<br />COMBINED IN ANY WAY TO SUIT ANT ALTERNATE 2W) S,'�L•.
<br />I�" INC.L
<br />INSTALLATION. 'R.° ' F(ORIO�`-_.-..- .26P xr. 51 aam
<br />1)
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD t:ii').v Ar IL r >N WWWw n r. �• n. 3n. 20-175
<br />••...
<br />N t."°« IMR r11-AN. FWOR, tRN).2-7IR6. FAX tae.)w-eTW7
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC +r%
<br />G-OGIRHI r r a M 6 w
<br />DENSTY OF 0.55 OR EOUAL. >ANN HNFa w 0ILIT A,., rJ. NWai 4 or is
<br />1
<br />AaMln.rE"i rr f.F'EfY k EJ MYIO 966N1 M.� (C) 7D.
<br />I. STORED PANEL SHOWN ON THIS PRODUCT EVALW110N DOCUMENT (PE.D.) HAS BEEN VERIFIED FOR COMPLIANCE N ACCORDANCE - 1/4•S TAPCON ANCHORS. AS MANUFACTURED BY Lt.W. BUILDEX. INC
<br />WITH THE 2020 (71h EDITION) OF INC FLO" SLOWING CODE. THFS STORM PAWL SHALL NOT BE INSTALLED AT HIGH - I14-10 PANOWATE FEMALE O AND PARELMATE PLUS ANCHORS. AS MANUFACTURED Br ELCO CONSTRUCTION PRODUCTS.
<br />VELOCITY HURRKAW ZONES (MANA-DALE / BROWINO COUNTIES). - 1/4 PP LAG SCREWS PER NO S.
<br />DESIGN WINE ED" SHALL K DETERMINED AS PER SECTION 109 OF THE ABOVE MENTIONED COLS FOR A BASIC WINO - 7/16.0 . 5/8• WOOD BUSHING. AS DISTRIBUTED BY ALL PONT SCREW. BOLT At SPECIALTY CO
<br />SPEED AS REQUIRED BY THE JURISDICTION W'NSE STORM PANEL WILL BE INSTALLED. AND FOR A DIPECTWINUTY FACTOR
<br />KID-0.83, USING ASCE 7-16 AND SHALL NO EXCEED THE MAXIMUM (ASO) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C, 1) MINIMUM THREADED PENETRATION INTO WOW OF TAPCON ANCHORS SMALL BE I 1/2- AM 2- FOR ELCO PANELMATE PLUS
<br />3. 9 THRU 12 It 17. 18. AND PANELM LE FEMALE 10.
<br />IN ORDER TO VERFY THE ABOVE CONDITION. ULTIMATE DESIGN 'RNO LOAD" DETERMINED PER ASCE 7-16 SHALL K FRET
<br />REDUCED TO ASO. DESIGN PRESSURE RATING BY MULTILWD THEM 6Y 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A3.0,) C2) MINIMUM MUM THREADED PENETRATION OF LAC SCREW. INTO TWOFRAME UNU SMALL BE 1 1/2-. NO THREADED
<br />IGN DESPRESSURE RATINGS INDICATED ON SHEETS 3. 9 THRU I k 17, to. PENETRATION INTO STUCCO SHALL K CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION.
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.O. AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE
<br />STRESS FOR IRO LOWS WAS BEET USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN C.3) MINIMUM EDGE DISTANCE OF LAC SCREWS. INTO WOOD SMALL BE AS INDICATED N THIS DRAWING
<br />ACCORDANCE WITH N.D.S. 2016.
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIf1ED N ACCORDANCE WITH SECTION 1609.1.2 OF CA) MINIMUM POETIVITI N OF WOOD BUSHING SHALL BE 5/6'. 1/4' ♦-20 SCREWS USED SHILL BE 1 1/2• LONG YDI UM
<br />THE ADM MENTIONED CODE AS PER AM06CAN TEST LAB OF SOUTH FLORIDA REPORTS 00014.01-01 AND MINIMUM00212.02-09. AS SHOULD STUCCO EXIST, AND ,' MINIMUM FOR WALLS WITH NO STUCCO,
<br />PER SSTD 12-99 k ASTM E 330-02 STANDARDS, AND AAERICAN TESTING LAB SOUTH FLORIDA REPORT #1123,01-10 AS PEN C.S) IN CASE THAT PRECAST STONE, Oft PRECAST CONCRETE PAILS, STUCCO OR W000 BOARDS BE FOUND ON THE EOID ST
<br />TTIE
<br />AND TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PEAPORMED N ACCORDANCE W/ SECTION 1604 OF
<br />WALL. ANCHORSSMALL BE LOWENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.
<br />FLORIDA BUADNG COOf.
<br />ORAGE SHILL BE AS MENTIONED IN C.1). C.2) k C4)
<br />ANCHORAGE
<br />2, ALL ALUMINUM EXTRUSIONS TO RE 0063-T6 ALLOT AND TEMPER. (UNLESS OTHERWISE NOTED), SEE SHCE7 2 (D) ANCHORS SMALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF 7H ANCHOR'S MANUFACTURER
<br />3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-1414 ALLOY 0. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4
<br />4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL DUALITY STEEL ASTM A-653 GRADE 50 MINIMUM, C-60 GALVANIZED THROUGH S) EXCEPI THAT HEADERS ®k® SMALL NOT BE USED,
<br />STEEL DESIGIATKN W/F'Y. 22.2 A.I (AFTER ROLLED). 9. IT SHALL BE THE RESPONJIBRfTY OF THE CONTRACTOR TO VERIFY' THE SOUNDNESS Of THE STRUCTURE WHERE SHUTTER IS TO BE
<br />5 ALL SCREWS 10 BE STARLESS STEEL 304 OR 316 AIS SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN ATTACHED TO INSURE PROPER ANC.MMXRADE. THIS SNUFFER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR wooD FRAM[
<br />BURDIN45.
<br />Sw10 W/ SO w YIELD STRENGTH AND 90 k.. TENSILE STRENGTH AND SMALL COMPLY W/ FLORIDA BUILDING CODE SECTION
<br />2411 ,'... 10. EACH REGULAR SIDON PANEL WITH LENGTHS OVER 90'. AS PER SECTIONS 1, 2, 4, 5, 6 AND ALTERNATIVES 1W, 31N k AIR ON
<br />SHALL HAVE A AND READILY VISIBLE WARM INSTRUCTING OWNER OR TiNANT TO
<br />AVE Y VISM ARKNG I.
<br />SHEETS 4. 5, 6 • 7 RESPIEAPPLICABLE
<br />6 BOUTS TO BE ASTM A-507 GALVANIZED STEEL OR NISI 304 SERFS STAIM,ESS STEEL. WITH 36 MAN MINIMUM YIELD STRENGTH. SHEENS PANELS WITH APPICABLE RUNFORCC DURING PERIODS Of NE
<br />USING
<br />7 ANCHORS TO WALL SHALL BE AS FOLLOWS. It. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH
<br />THE BUILDING TO PRIM WIND/RAN INTRUSION.
<br />(A) TO DUSTING CONCRETE:
<br />FACPOURED
<br />- 1/4.0 TAON ANCHOIES AS MANUFACTURED BY I.T.W. SLULDEX. INC. (Min. E-3192 P. .) ,Z. S70RM PANEL INSTALLATION SHALL COMPLY WITH SPECS SPECS INDICATED IN THIS DRMWPLUS ANY MD04G AND ZONING REGULATIONS
<br />HO - 1/4' 0 . 7/8' CALK -IN ANCRS, AS MANUFACTURED BY DEYMLT INC. PRODDED BY THE JURISDICTION WHERE PERMIT IS APPUED TO.
<br />- ,/4'0 . 3/4• SOLIO-SET ANCHORS, A$ DISTRIBUTED BY ALL PONE SCREW, SOLI t SPECALT CO. 13. (a) THIS PRODUCT EVALUATION DOCUMENT (P.It D.I PREPARED BY THIS ENGINEER IS GENUK AND DOES NOT PROVIDE INFORMATION
<br />(MIM /ca3000 P.6I)
<br />FOR A SITE SPECIM PROJECT. ,.9. WHERE THE SITE CONDITIONS DEVATE FROM THE P.E.D.
<br />- I14- I PANELMATE FEMALE ID k PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTI N PRODUCTS.
<br />- 1/4.0 ZAMAC NNUN ANCHORS, AS MANUFACTURED BY DEWALT. INC. (N) CONTRACTOR TO K RESPONSIBLE FOR ME SELECTION, PURCHASE AND INSTALLATION REDOING UrE SAFETY Of THIS PRODUCT
<br />A,) MINIMUM EMBEDMENT OF TAPCON NNCHORS INTO PONIED CONCRETE SHALL BE 1 3/4'. 2• FOR ELCO PANELMATE AND BASED ON THIS PAD PROVIDED TEE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT
<br />CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSSUITY.
<br />1 3/4' FOR ZAMAC NNLIN ANCHORS.
<br />(c) TINS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED WAUD IF MOOEIED.
<br />A2) CAUL-N t SOLID -SET ANCHORS SHRILL BE EMBEDDED 7/5• INTO THE POURED CONCRETE. NO EMBEDMENT INTO
<br />STUCCO SW41. BE PERUTTLD. t/A- 0-20 SCREWS USED SMALL BE 1 1/2• LONG MINIMUM 5/o" STUCCO EXIST. (0) SITE SPECIFIC PROJECTS SHALL BE PREPARED EY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE
<br />AND I' MINIMUM FOR WALLS WITH NO 'STUCCO, AND MAY BE HEADED ALL ED SCREWS OR ATHREADED SCREWS W/O HEAD, ENG0EER OF RECORD ((.OR.) FOR THE PROJECT AND WHO ARLL K RESPONSIBLE FOR THE
<br />MIT WITH WING NUTS PROPER USE OF THE PAM ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE
<br />P.E.D. ENGINEER, SMALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW.
<br />AS) N CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS. STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />DUSTING WALL OR FLOOR, ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (a) THIS P.E.O. SMALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE Of THE PROFESSIONAL
<br />ANCHORAGE SHNl BE AS MENTIONED IN AT) A14D IN A2). ENGINES Of RECORD THAT PREPARED IT.
<br />(a) TO 0=11IC_CONf�{FR D1)CK,_y6L ssIELC =9j[: 14. SHUTTER MANUFACTURER'S LAML SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />- 1/1- I TAPCON ANCf10RS A8 W/IUfACTLRED BE I T W BUILDS%, INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 Of FLORIDA BUILDING CODE. ONE LABEL
<br />FOR EVERYOPENING. LABELI/C ro COMPLY WITH SECTION T70p.9.3 OF THE
<br />- I/4• • . 7/a• CAEK-IN ANCHORS. AS MANUFACTURED BY OFWALT. INC. FLORIDALB BUILDING
<br />- 1/4 0 X 3/4" SOLO -SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW, BOLT k SPECIALTY CO
<br />- /14-10 PANCLYATE FEMALE O AND PAIELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PAp 'UNION
<br />- t/4' 0 ZAMAC NALN ANCHORS, AS MANUFACTURED BY OEWAE1. INC R A
<br />.
<br />tE ...:.... Ut
<br />01) MINIMUM EMBEDMENT OF TAPCON ANCHORS. ELCO PNELMATES AND ZAAAC NAuN ANCHOR, TIRO THE uCENs •:`�� FLORIDA BUILDING CODE Non High Vrlxi Murrlcone Zone
<br />BLOCK UNIT511ALO EE 1 1/{'.
<br />Ey,
<br />92) CALX-IN k SOLID -SET ANCHORS SMALL BE EMBEDDED 7/8' INTO THE CONCRETE BLOCK UNIT. NO ', T'JRT044 67 .; elNa wRIO. N.C. 24 GAGE GALVANIZED STEEL STORM PANEL nr'N:
<br />STUCCO SNAIL BE PERMITTED t/{' 0-20 SCREWS USED SHALL BE t 1/2" LONG MINIMUM SHOULD EXIST.
<br />AND I• MINMUM FOR WALLS WITH NO STUCCO. q STATE F ,. _ -H �.3 IL E C O ENe GLOBAL PROTECTION PRODUCTS, U_C. 6>/Ef�
<br />s''.
<br />- Er. 11 XU%X`
<br />0.3) N CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS K FOU 'D(ORI � a DADS a,
<br />� � u. aw a• r .eea N sA1r -
<br />••..... .... uWw"r-.TINY.,-INN nOW(FNNr-7Ha FAn (r4Rs-6»T 20-175
<br />EXISTING WALL ANCHORS SMALL BE LONG ENOUGH ro REACH THE MAN STRUCTURE BEHIND SUCH P S, 'G\
<br />s:
<br />ANC/HONORS SHALL BE AS MENTIONED N B.,J AND IN 6.2). .,, TONAL N d-oor- r 014'w° "°'
<br />NIIINIFFFI nN rt 6A4/6aMtUM/MN RUTD A tu0 +., rL
<br />T >Mttt , K IOU
<br />.. ...EQj(O1STNG
<br />INSTALLATION
<br />INTO POURED
<br />POURED CONCRETE
<br />OR CONCIIEIE 9LJ7CIt
<br />DETAILS FOR REGULAR PANEL
<br />CONCRETE OR CONCRETE BLOCK
<br />....... DpSDNO NSUREC CONCRETE
<br />_I c9NCRER Lom
<br />in
<br />STRUCTURES
<br />S%i1
<br />REOLARED.
<br />REQUIRED.
<br />I:ONC1Elf AR1710R5
<br />CONCRETE AIOlHORS
<br />SHEETS 9 THROUGH SEE ScWouu: W 10) '
<br />;. (7)
<br />BEE S040 OF ON -_. -
<br />(ME
<br />9 THROUGH 10)._ O
<br />CONCRETE O RED
<br />1 �=�
<br />_ICONCRETE
<br />F�•
<br />4ofn.
<br />UOII 1 ]al'/ 3r
<br />REQUIRED.
<br />1 t/4(SILT
<br />I/4.
<br />/ !
<br />_ r • i i%4''rOtEb
<br />.- . __ _ _T
<br />.... . ..
<br />_/2'
<br />_..-...1 CONd1E/E /OCNORS %/
<br />-CHEQUE O1 / ..4
<br />,
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<br />� I .
<br />E D. ! 1 I
<br />I SEPARATION
<br />ro cost-
<br />:T r
<br />' a� r Mi
<br />I •L•
<br />I WARATON
<br />-1 To GLASS. I DR ra r
<br />(SEE 9CNEDlLE I ZOOM r�
<br />a
<br />.�/j /
<br />EXISTONG (SEELASSSCHEDULE
<br />GLASS-� ON SHEET J)
<br />Max.
<br />- 1 N PAIL LENGTH
<br />1 ON SHEET 3) I
<br />t
<br />I .
<br />1
<br />I (SEE ON SMELT SCHEDULE
<br />1 I
<br />ENGTN
<br />PAWL LEM' M INTO CLASS, 1 PANEL LENGTH
<br />CONCRETE ANCHORS -.. _:- .VA
<br />I
<br />_ _. 4t
<br />(SHE SCKDAE I HEME
<br />'A (SEE SENSOR£ E ON J) ! (ON SHEET
<br />(SEE SCHEDULE ON I
<br />SFIFC'TS YY tNR011CN 1C�
<br />i Q I
<br />1
<br />SOXSEwq
<br />N I
<br />p I I
<br />ON SHEET 1:01`1 �.._.-= ;..,._.
<br />E
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<br />,1 _. �i. ,.xKW�9Lc
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<br />I
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<br />E.D.
<br />4
<br />' 1/2'
<br />1.
<br />- _._ _. 1 - _... I
<br />END
<br />i%j @A
<br />I
<br />,/: _
<br />/ ,
<br />ij
<br />EXISTING POURED_ : I
<br />1 O QC
<br />CONCRETE OR / 12 I.. /•.
<br />, 1 xS
<br />I ® ).
<br />/i f
<br />' .. I .1,' HO ANAL HOD
<br />-1iW ALa0a1 TI1 SGa q
<br />GORGES-TE FLOCK 1 '
<br />CONCRETE NK,/IORS- J
<br />A
<br />L._._
<br />r ®-__ --to EO- I e ,h' sa Y.E. r/ ,AK
<br />Y
<br />REOURW.
<br />_. - _ _
<br />_.--.I (SEE SCHEDULE ON %'. -_.. . _.
<br />//
<br />),I
<br />__.JALRRMATE
<br />1
<br />Rox
<br />I•
<br />%
<br />IDLEG
<br />LOCATION
<br />/
<br />�' _O
<br />LptTNo NENED CONCRETL
<br />WHEN -OR CONCRETE BLOCKAL1fIONTE
<br />EML
<br />wFICR['fE : gsTNG POURED CONCRETE
<br />.-
<br />CONCIICEE MICNORS
<br />EUSED. REQUIRED.
<br />NK USED.
<br />ANCHORS. OR CODRETE BLOCK RLOWKD.
<br />STAGGERED W/ STUD
<br />(SEE SCHEME ON
<br />SHEETS 9 THROUGH 10)
<br />(SEE SCHEDULE ON
<br />H
<br />SHCTS 9 T/NOAN�W'1'�0)L�
<br />SCALE J/0-1'
<br />yo G
<br />SCALE 3/
<br />WALL MOUN CT MOUNT
<br />W AE 3/8-1-
<br />N4111NNININ...
<br />%y% 0 A: 714•�/Ij✓
<br />. GEN
<br />(.`
<br />FLORIDA BUILDING CODE Non High VelocityHu cone Zone
<br />E.D. _EDGE DISTANCE
<br />��N�0����:
<br />0. 44167 ..
<br />: * : * i
<br />s_A1 OFF:d - '-----'
<br />N uxm M. 24 GAGE GALVANIZED STEEL STORM PANEL
<br />IL ECOINe GLOBAL PROTECTION PRODUCTS, LAC.
<br />Ok F.P.
<br />R/v/ems
<br />atc
<br />(SEE SCHEDULE ON
<br />E'IT...TTOM MOUNTINGS CAN BE
<br />_
<br />s��j: f. -.. -
<br />l,• I •' /
<br />k .r0 a.r. 61 5IYW1
<br />01 n. 3]31.20-175
<br />SHEETS 9 k 10)
<br />IN ANY WAY TO SUITANY
<br />RIGP• :
<br />'y F L /i/___ri>
<br />a •. a r• L
<br />i". , am �MI�-i aW NI- M FHO C ameme-76M FAX. LMNXmm-R>F>N.
<br />�4M V
<br />"AI /0
<br />Oi00r71I P- �r r
<br />OaOrO r
<br />NIIIIIN
<br />wNla w Y.. P.E. ,h1NN
<br />11
<br />WINif 4 tl Ie
<br />INSTALLATION DETAILS FOR REGULAR PANEL Q INTO WOOD
<br />r �, ;
<br />I ALTERNATE LEG
<br />4'H•' (RIM.) EXISTBNG W00D - U --.1 �i �, I-- , , EbC1TKN
<br />BEAM RfDUeLED. STTR/CTIIRAL I j '. ,
<br />i
<br />ADEt2UACY OF EXISTING WOOD A /
<br />BEAM TO BE CERTIFlED BY /. ( _ -- / •,
<br />.. Ey
<br />REGISTERED ENGINEER OR ,(�
<br />, II . _-0
<br />ARCHITECT PRWR ro SHUTTER / /
<br />/ II :
<br />INSTALLATION . --_
<br />/ / ( - ANCHORS ALTERNATE WOOD NIGgRs -, i• Yln. '- • NG •A•O, LW
<br />.�.. . .SEE (SEE SCHEDULE OI 1 III I I U4YtOR
<br />SCHEDULE ON
<br />SHEET 11) SHEET IT)
<br />r 1 LO-__ tK/WI'"'u. " M/"'E. 4 AN,
<br />II
<br />I - MAX. WOOD HEADER.... '.1 I' -: 1/2 -_.__ _ ._.__- . _.
<br />I
<br />1 T I REOWIIEO I __ .I eY-IOY i
<br />-. If,�t:H
<br />®--
<br />FJUSTMG I % "
<br />;; �'�
<br />�_r
<br />I;lAS$-4 , I WOOD ANCHORS QB • /..I10.oG
<br />1 1 (SEE SCHEDULE CX1 \ 2 �) I
<br />U M'U
<br />1 YV, I SLEET II) I' I
<br />�.�'
<br />EPARATIOFI ro O
<br />O
<br />-,.1� GLASS.(SFE I ''I � I ,'
<br />lJ
<br />1 SCHEDULE 1 /.Y-2ht' 1
<br />ON SHEET 3) 1 li RA ■ 1 MW I
<br />OJE
<br />- - __ ; /. I - Ot Fr (SEE '/ I I<RRM Ota r-41 1 (SEE SAEDAE OM SNEEI >] I AT IBOIHN 01.1 7-rJ ON PANEL MAX.
<br />LENGTH
<br />1 711 PArIlR LENGTH I 3)
<br />�
<br />i i (SEE SCHEDULE .H5.1
<br />_
<br />1 .. .-_
<br />, VA T :... oN SHEET 3) I I . .
<br />a - -.-, - --- -Ar , - .--�.-...::
<br />r)
<br />1
<br />i
<br />i So% I I 0 a 1."
<br />1 l:/ MAX.
<br />I OF 1' 1 1
<br />1 I
<br />1
<br />1 _ I l_ 1
<br />O 12 I 2 O.Q J I, •^ i
<br />i1t1 - - - .1/.Y-7NI-
<br />4 :.ILW�Jat 6HEM esc
<br />ALLOI/E3 r I /, �`
<br />i
<br />L. 1 ,... 1
<br />! i �i
<br />-.-� .`� DECK O�RED REOUIREWD D PLATE - ' '. W000 ANCHORS
<br />MOOD ANCHORS >' __ II'.
<br />SCHEDULE OR
<br />(EFT
<br />(SEE SCHEME ON _ __�. 3/4• I I1)
<br />I
<br />I-_
<br />SHEET 11) -- -- -- __ ._ _ _.___ I I
<br />MUNG�AMD�uF�LTO1MOAtR WMMOAUNTINGBUILD-OUT
<br />Tj
<br />R A: Tl[
<br />t�/E
<br />3.
<br />' 7 N0. 44167 '. NOTE FOR COMBINATION OF SECTIONS:: *: FLORIDA BUILDING CODE Non h VelocityHurricane Zone
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D.
<br />TOP k BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (D.e.() AND PANEL LENGTHS STATE �0 T10°°' "G 24 GAGE GALVANIZED STEEL STORY PANEL ONE V.P.
<br />•SFr
<br />COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 1° .
<br />` _
<br />INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ,'• �O ; ,r eP/V/rr
<br />I GLOBALN� PRODUCISN �'
<br />MEMBERS TO BE SOUTHERN PINE No 2, w/ SPECIFIC _ --- L E C O INC. aAD
<br />DENSITY OF 0.55 OR EOUAL M �.G-.,,I AMY ego at �
<br />hONALE A 6S.".
<br />/Iflusu IeN/ ; ---Iw.a.A eFlrNl-!HY 20-175
<br />fir . am P�1N-10 . P. , GMR -- MC[� OeN)IN-7NA . MN)N6-a767
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