|
1 I , L. -._L - P I 1! I __ __ I I I I. _ _ 1 I I I I I I I I.'r l_ I.. I. 11 _ I 111P I I. !I I I' -. I I I 11 1 I , III I I '.I I I I I _I I ' I I' I Il 1' I III ILL
<br />EZI/18,
<br />EZ 1 W/ 18 ANCHORS
<br />(SEE SECTEUN EZI a Al TETRNATIVC E71W OA SHEET le)
<br />_ 3' M.. _
<br />AA'I• -
<br />," Yin - . V"
<br />,9 .(SEE NOTE 2) 11 w10 ' 9 (S
<br />/14I1' S.NS , ._.._ - __..- __ --_.. _. . / _- -_- -. _- _______ r,l'
<br />OF 1,'CII [NO {S-. T -_ -T ___. I r.._y --- -J._bi v'6F Ai N,lu
<br />TE 2)
<br />1/2( O" --.-TO ' 10 ? O j0(" IO �O JOl --IO -110-i.-•."- - , 1
<br />1 I ; 12
<br />c' T rlR
<br />,!!.l
<br />I t'lx
<br />r.
<br />1,
<br />I N I. I'll .1 IIJ'ERIC i, I Or P, I I I JI L,;k,R F-A! L �I IF^,.1,.Y L ANT t/ f J PAN[ll MAN
<br />! I If A'
<br />i I 11
<br />NG•1,
<br />1 t - I , AT , a L-. * a ., F A
<br />- E1 I rt. iJ
<br />' 1' f
<br />I .
<br />I I -
<br />1
<br />, W.' ,w4, W AR ,'J.r '
<br />`. S 'tl,l •i W P I F r'Ni P.. Pf, r
<br />/i
<br />rr. ,,. . -
<br />i � , " 5 S '".II.Ap3.'
<br />1
<br />I
<br />,oR
<br />} I.I 1.`Y.-I-*. t 1 .Y"'k I:. T,' I r-/1I. T , , J' r 1 , i 1 T -tf-xr r i.1-1. _.i ri,
<br />I J_:_L_i_-.1�-LLJ� 1_LJJ. L_. J I-It.LJ I_L--_1111 JJ- L_1 JJ_1 III _J.I I -.I I_1_'I '
<br />I-. - - .. _.. _. ___-... ,_ _
<br />I 11 11
<br />I 11
<br />�- ;rr ,,,,,r ,
<br />r' 4" ir° ,,r, I
<br />1, , Ti '.% IA. \10' H,11T
<br />' r.,rr,
<br />'S,u ':I,N: LI' 4 A, 1.11IM Ell. lie ':III . 15) -
<br />+EZI/I8,
<br />E71W/18
<br />TYPICAL ELEVATION FOR__URIES 2000 E-Z HANG STORM PANEL 1:11 YYSTEM (t)
<br />5.( AI F Si i/,. . wit.
<br />f;.
<br />J AN( NL IN ' -Ali AT FLH ,') E r:IIJL "•a A .AllHE
<br />(10411 4" LLA. A C E !U fa 1 ATE 'E ALA •_N ,`A-NDE.i'
<br />CF- 1 AL-F., M ,1N',Df.. :: _T4'-LT•,Ri
<br />N ;1_
<br />(' Lf..IN ,,a.-�L_;ikha-2''75! I .ANI,i 4M -ANEI -'tiltV
<br />!C'Nc At of FANG '.oil rrFlA P('.,FIM
<br />1 '; I H; PAN1, 111 WA 1. HF CI r Nr J I H4,, UV 1 F' h
<br />l 1i I W A 40' 1 11y } IA ( 1;( AI I AI i'J II Il,
<br />AV
<br />,) If ' Ili I ANF : ,`E CINNI - ( B(". IN '.AE I, 1 INN Uh,
<br />H0. i i!
<br />F T R I 4¢ /d V VMdS'HEW INT, r VF r' y iliJ4
<br />TPAL lT ATCP, lr iE V'F 4A. H. t fl I(N !) WLT
<br />1141 -A,"AWAS L. EN 1Jfl
<br />IN A -,-Al . f .'N"1 - A5 N( - r, - r '.N
<br />',JA(D 4 B R , F A If AF EA TWI'
<br />FAlI A MI tN El 'FI 13 II:IN 1 AL F L
<br />,NC'" A L NL L AH :'! A L NIJF J (4
<br />F'PNI ` )'T!..N TFAth MA' .,{. H'D AN II:JE. I,J.�rFIN
<br />I FTn /, S ONL VAL'C, �(Jr W ill-
<br />.P(..1 I. " L, 1
<br />SECTION A.A , ,,AIIH ,,,,
<br />AI 1/ T; _ ,, "'I'L ... , (,;""
<br />P ....EN.. . 9 ''. I
<br />i
<br />= 0 44167
<br />R' • * -
<br />* /
<br />SI"Eof "� / IL ECOIMD
<br />J .. 7,LLii f� QTI M6,M�a 1H0 CO
<br />r� !'JFIOA N... ., ,w ...
<br />Pis =
<br />F - - 't ».
<br />f I.- n+f •u•n. .___ .onc.
<br />,InrnuD'iD0 ,MLn
<br />ENGINEERING EXPRESS Is
<br />PRODUCT EVALUATION REPORT
<br />September 15. 2020
<br />Application Number 17069. T - R2
<br />EX Project Number 20,31543
<br />Product Manufacturer All American Shtdlem and Glass
<br />Manufacturer Address 1540 Donna Road
<br />West Palm Beach. FL 33409
<br />Product Name & Description 249a Galvanized Steel Storm Panels
<br />Large Mtwle Impact Resistant
<br />Scope of Evaluation:
<br />This Product Evaluation Report is being issued in accordance with the requirements of the Florida
<br />Department of Business and Professional Regulation (Florida B1d cling Commission) Rule Chaplet
<br />81G20-3 005. FAC for statewide acceptance per Method 1(d) The q oduci noted above has been
<br />tested and/ol evaluated as sumnadzeherein to show compliance with The BuNAIrig Code
<br />Seventh Edition (2020) and 15. 1a 1e purpose intended. et least equivalent to that required by Code
<br />I in Re-evaluation of this product shall be required following pertinent Florida Building Coda modifications or
<br />revisions
<br />Substantiating Data:
<br />• P RODUCTEVALUATION DOCUMENTS
<br />EX drowbng $20-31943 tltled'24ga Galvanized Steel Storm Panels (HVHZ & Non HVHZ) sheots 15
<br />prepared by Engineering Express, signed & seated by Frank Bannardo. P E Ts an Integral part of this
<br />Evaluation Report.
<br />• IEj[ST REPORTIES REPORTQ
<br />Uniform c I r n tested maccordance th TAS 0 test standards r test
<br />Un scan structure performance bee been es ad Wit 2 2 IMi
<br />re '-17 1 kw r Inc
<br />A s aBT•AS(7 -00 Blac ale Testing
<br />Po () M 1g
<br />Large missile Impact resistance and cyclic loading performance has been tested In accordance with TAS
<br />201 and TAS 203 last standards per test BTport(sl EST ASG 17 001 by Blackwalar Testing. Inc.
<br />• STRUC AL ENGtNEEPoNO CALCULATIONS
<br />TU8
<br />Sfructllral engineering cakulatlorla have been prepared which evaluate the product based rin
<br />comparatwe and/or rational analyters to quietly the following design omens
<br />1. Maximum Allowable Spans
<br />2 Minimum Afiowable Sports
<br />3 Minimum Glass Soprushon
<br />4 Anchor Spsang
<br />160 SW 12" AVENUf SUITE 106, DEENrilto BEACH, FLORIDA 33442
<br />(9541 354.0660 1 (866) 396 9999
<br />TEAMIIAENGt,lkt Ri N GE a PREss.( ON
<br />EP INEe A INGFR 0.FSS ,oM
<br />24 GAGE GALVANIZED STEEL STORM PANEL •,w;4,,,
<br />.ORAL PROTECTION PRODUCTS, I.I.C. """W"'
<br />ea . 1k .
<br />I' wit LEAD 31.1 1 eeN . 20- 1 75
<br />-I- - mu..,: ,n
<br />M. _ __..- 6Pr" DT IR
<br />1'auc'_ Of
<br />All Amenran Shuders and Gl'as% - 24ga (ial%ani7ed Sleet Sturm Panels
<br />No 33% Increase in allowable stress has been used In the design of this product
<br />Separation from glazing Is not required tot installations outside of wind zone 4 and assa lbal fatuities
<br />Impact Resistance:
<br />Large Impact Resistance ties been demonstrated as evidenced In previously listed teal roporl(s). and f;
<br />accounted lot In the engineering design of this product
<br />Wind toad Resistance
<br />This product has been designed to resist wind bads as indlcaled in the span schedules) on the
<br />respective Product Evaluation Document 0 e engineering drawing).
<br />Installation
<br />This product shall be installed in Elect compliance with its respoctNe Product Evaluation Document (I o
<br />engineering distilling) along with all components noted therein
<br />Product components shall be of the material specified In that products respective Product Evaluation
<br />Document 11 a engineering drawing).
<br />Limitations & Conditions of Use:
<br />Use of this product shall be in atnct accordance with file respective Product Evaluation Document it a
<br />engineering drawing) as noted herein
<br />All supporting host structures shell be designed Ili resist all superimposed loads and shall be of a malenal
<br />listed in this product's respective anchor schedule. Host structure conditions which are not accounted tot
<br />In this product's respective anchor schedule shall be designed for on a silo specific basis by a registered
<br />professional engineer
<br />Allcomponents whi h are permanently hinstalled shall be protected against
<br />ainsl conoslon contamination
<br />anon and
<br />other such damage at all Omes.
<br />This product has been designed for use within and outside the High Velocity Humcane Zone (HVHZ)
<br />Respel:lfulh.
<br />1.
<br />. --_ ',
<br />-" s
<br />,IP.W "";o`.
<br />Plartk liennardo. 1'L
<br />ENGINEERING EXPRESs"I
<br />41T.014n54H I Gen Audi vXX4
<br />160 SW 12'' A'. F. N OF SUi Tr 106, BEEP Pit tD BEACH, FLOP To 3i442
<br />(954) 354 0660 1 (866) 396-9999
<br />TIAMIDZENGINFIRINGEXPPESS.C']M
<br />FNGTNEEAINGE,,PRESS.COM
<br />D A,.,_LLL'If
<br />, .,,,, _, ,,
<br />,I _
<br />1-1 .1E., Ta.t
<br />I_ 11 I
<br />_� I
<br />7- ,
<br />Tel
<br />N'A
<br />;,-11�11
<br />k.
<br />N-NiirYtlN . rr
<br />rArA+ - (... T,n
<br />,
<br />,.__ ,
<br />gR'
<br />4111.11 . 111. ."
<br />N
<br />In 0
<br />4N�a�L
<br />a Ba11.U■zmZ
<br />-` 3
<br /><ll
<br />t.
<br />O
<br />_ N
<br />- tepee 9 2 U� u
<br />t1.IL,51C..rA
<br />3
<br />7 e
<br />E
<br />w
<br />w . u
<br />V
<br />N
<br />.Ill .. t�- ,.1-r'•
<br />3n Q
<br />LI-I--, n , i L) N
<br />_L , II 0 `T u.es` Ell
<br />EJQj
<br />% T J
<br />a E
<br />n,[ l.Daa'
<br />V a uv i'.N' k T
<br />1
<br />.•Ar_ H r - / O
<br />r y
<br />/J F
<br />`'
<br />t= pi» � L"AP L
<br />3 �:i
<br />Y .% T
<br />+i
<br />P4m. n D , N : ,r`Qj
<br />vA �ICF - � I.
<br />$ d
<br />vat •C h-'. �` - `-- '
<br />K 1rY 1. .. rr... rr'.,
<br />IA r
<br />=,1 Ili Y1
<br />n r,fc K ��I
<br />`:
<br />:r
<br />r_
<br />z/17
<br />inn•
<br />I_-
<br />I
<br />11;` "I Rd
<br />It F
<br />T Ax/1CRL'-.'n00R NOUM=Iu[- ...Ili J Q a . y 4
<br />[C_ V 4 •- Y - W��- w `LD' RSJsI Sryz
<br />' L .. _Y a
<br />t;i1 41 1 f i U = � j <
<br />.11 &WALL Mahn) oral ' " — r I {l3 s ,'�
<br />c VVM
<br />:; N
<br />7 r .
<br />-1
<br />I
<br />- a
<br />rN : ,-_ nM1 M 111.11 v H,\
<br />.1-Ya .F .
<br />w
<br />- IliID�a .t R a
<br />rT 1. CJJL k I
<br />H 1. IK
<br />r H. �i. 1-tlla __
<br />ni., nru. '
<br />. r, III.//// -1 tits L� ,
<br />1 n [_ -jam'--�� w31 . .,'.y'..U.
<br />J' ' C� n
<br />1AT111f i' ) NHrt. MI 1 N 44 ,I1t, 11
<br />hi 1• N1lJ 11,x. M.XINI b L MIN
<br />L
<br />, y ;^.E t,n.-.
<br />-
<br />, r, T
<br />L D5 L
<br />[
<br />,I
<br />k ,n is
<br />E, ,
<br />,
<br />,-x rr
<br />/ I
<br />/1 CIDIKIMPL IOD/e0T1ON
<br />_. _.___..._.._ (F
<br />Cl,]Sl,0.E p_Lg1L' ;,
<br />DOR4rr[lRElwlYNRDPt
<br />20-31543
<br />C�J
<br />INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL `i
<br />IZIN POURED CONCRETE. CONCRETE BLOCK
<br />AND WOOD STRUCTURES
<br />�__ ___--_____ 1
<br />[[MISTING POURED
<br />C0 ecaE7E OR
<br />I
<br />1 4'0 TAPCON
<br />CONCRETE tlIDLN
<br />_
<br />I
<br />ANCHOR O 12' O.C.
<br />,_%i RLOUINEL'
<br />1
<br />Al�-")
<br />_ _ _._..
<br />i T
<br />1
<br />�`�
<br />I/.'. IAPfON 7. #1A." HEX HEAD TEN
<br />WOOD HEAD AT i i
<br />I
<br />- 1-- t4r1` HCx HEM TEk
<br />IiGREW00
<br />ANC NOR 1 17' OC �f EDC,w� ,1/.' FRO.
<br />1�
<br />11
<br />REOLAREU I
<br />L
<br />�/." FRO.
<br />pf_�,]�
<br />''CY ECxr v
<br />.t
<br />i ,ll
<br />tAi -
<br />1,9,i
<br />I i
<br />D
<br />:�-
<br />ED
<br />2'
<br />1'
<br />,
<br />I 1/2- 4
<br />S/.'t ivl.l' YI 1 1
<br />5. inL . I II
<br />eS Eu15 .ii9 E
<br />4, 9 R
<br />(I4 '/•• °C 11
<br />1 1
<br />M (A GMs II , 1%7"
<br />II 1" M:n 1
<br />rI/-01
<br />R
<br />I I' 1 /Y
<br />I
<br />r
<br />11-SIPAPATEON i !/r8'P
<br />LXISI KI 11 TO CASS I 1
<br />R 1' 4.r.
<br />rXIS'1" SLPARATION -
<br />,
<br />I )/la'.
<br />U "h ALUMINUM P01'
<br />{1 aNEt
<br />c ass TD uass
<br />i ALUM UM nD
<br />YHVII
<br />I i f
<br />I 1'
<br />II _ -..
<br />a
<br />1/.-. a I' J, ' I 6 0^
<br />n
<br />11- ; 6-0-
<br />3 %x . - I I 4A%
<br />G '� � ♦
<br />,/4^.-car• U _
<br />I IAA%
<br />e
<br />11 j i I PANFI ,ENCTH
<br />Si Pam • 1
<br />I I PANEL ICNCTM
<br />r l i F
<br />1.11 f
<br />EF I F1
<br />J,;
<br />0-SEPAMT,pi-� 1
<br />i/4'.-20•T'
<br />i-_..
<br />It t0 CLASS 1 1
<br />M SLCARAnON
<br />I �,' THUMBSCREWEOE
<br />'L
<br />R 1 1 \_ so%
<br />R TO CLASS
<br />I CIE
<br />N 1 /4'.-20,2' DF %-
<br />-HIMRSCRCW
<br />0
<br />11
<br />11
<br />I
<br />1 4
<br />, I
<br />I
<br />1
<br />' . --
<br />'---- _
<br />1
<br />_1--
<br />'t/r
<br />ED 1
<br />I -
<br />IN..
<br />1/2
<br />EI
<br />_
<br />-._..._
<br />rr "- r 7 i
<br />1'4'e TAPC(Nl ANCHOR
<br />/'' , -.
<br />I
<br />,
<br />O 12' (I
<br />/4. rAPt()N ((J�GIS}INf. POURED
<br />ill
<br />1 -
<br />^14' wAOD
<br />ANCHOFE O 17 0 C CDNCREIE OR
<br />I •,
<br />• EQU
<br />CONCRETE OLOC.
<br />1
<br />REQUIRED
<br />RECAPPED
<br />WALL MOUNTING
<br />$=ON E11
<br />WALL MOUNTING
<br />ALTERNATIVE EZ 1 W
<br />SCALE 3/8=1"
<br />SCALE 3/8sl"
<br />NOTES•
<br />• MIN, PANEL LENG1
<br />I INSTALLATION ARE. ONLY VALID 'OF MAX. A.S O DCSIGN
<br />SHALL BE 2 -6"
<br />PRESSURE RATING ♦/- 40.0 p s I AND 6'-0 MAX
<br />PANEL LENGTH
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO BE SODTHFMN PINE ND 2. W/ SPECIFIC
<br />DENSITY OF U 55 OR EQUAL,
<br />0Sqi. NHHNNAF
<br />,Aa1EwA. r!c�qV5
<br />-*. \CENS,r '-. 9
<br />rl nglna, GLIB nitJG rnnr twin YInU v.tr ! , Al.n7n l l
<br />= ,
<br />o. 441 =
<br />,=. 111Tw. M-
<br />A
<br />=
<br />* =
<br />24 GAGE GALVANIZED STEEL STORM PANELj
<br />M,a,,, •,
<br />TV:
<br />•t�
<br />11,',
<br />STATE OI,jL: -•f- -,
<br />/ L E C O IRE
<br />GLOBAL PROTECTION PRODUCTS. LLC.
<br />°'/'1',/'070
<br />1-11A ,C'
<br />1 ^ fi'"2I"Z, ^
<br />^W r :151.
<br />Aft INIM6 6 (NOIW[111�AC0.✓ANv
<br />,S/� F� •`•;
<br />••"'• -.A+, +]D 1Ye11 .r ., ,
<br />M 1 ) ANA A ru (A>•,A.x •
<br />20- 1 Is
<br />F O16 " IL
<br />'_.11"
<br />1.- ___!
<br />Vw -.-_
<br />Ill,nr%d1 `N"'A6're,', '.,J , _
<br />ALL AMERICAN SHUTTERS AND GLASS
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-114II
<br />WIDTH UNLIMITES,
<br />(FERR TO PANEL SPAN)
<br />FAX' MOUNT (CONN TYP.
<br />TYP
<br />E AS U) RE4 SELTIONS
<br />f BOLTS I l WA SNTCH
<br />BOLTS WITH WASH FRED
<br />WINGNUTS FASTENED V
<br />1XIERIAI5 O MIDSPAN (USE
<br />1y � - APPROPRIATE SPAN TABLE)
<br />W,a
<br />w y O
<br />PLAIN VIEW
<br />f q g I 7-RD 156,
<br />NI SEN!
<br />�7 Y 'i \
<br />1
<br />OM 4\,
<br />BOTTMC.1NII ( I r.ICCNIN,
<br />REQ'D)
<br />M.J91`
<br />MAY BE ACTT' O 37r,.
<br />1 TYPICAL VERTICAL MOUNTL ELEVATION
<br />1 N T E� ELEVATION
<br />TOP MCOr Y1
<br />ICONN TVPE L AB
<br />�. REQ,D)(SCAN ABfWE
<br />y�- PIUCTION )
<br />BOTTOM
<br />OUN1
<br />® Pr a i2 (CONN TY
<br />AS.",
<br />L -1,
<br />_
<br />s � -OB CAITCA I
<br />JO
<br />AI MAY VAR(
<br />�L i LDC ICW )
<br />a (
<br />2
<br />v�4
<br />IN a > Ol
<br />As RE,
<br />L IM -M TDr' MrANT
<br />1Ti LCONN TYPE
<br />00'rr,7M MOUNT (CCM_ 1'MM
<br />TYPE AS REH'D) (SPAN BELOW
<br />OBSTRUCTION)
<br />PANELS MAY 13E NCJTCHED PS REL2ULRE0, OPTIONAL W -10 ST11 CH
<br />PRCIVI DEO THAT CONNECTIONS AND BOLTS WITH WASHERED
<br />ANCHORS 00.E USED wH1CH SATISFY WINGNJTS FASTENED Q
<br />SPANS ABOVE 6 BELDYV p85TRUC11(NJ. OVERLAPS O MIDSPAN CUSP
<br />APPROPRIATE SPANTABLE)
<br />VERTICAL MOUNT ELEVATION
<br />2 NOTCHED PANELS
<br />llalaa1 N.T.S. ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />.A AU(" PANELS
<br />G F
<br />,ICM AN
<br />l"N M","',"I'll
<br />ill"
<br />SE HI" ry M At LAW,.
<br />W
<br />II• 1r .71 14
<br />W JI N
<br />6 ISNrN A i 1!I1,
<br />,44AIA1 M U
<br />i
<br />Ili WX+N
<br />�.
<br />I A H -
<br />Al.,, W till
<br />an'1
<br />ALI -N LI "
<br />l In ru t - Arr
<br />NS 1 A N rNI .N
<br />nP x t bMl F
<br />I P
<br />SPAN 1 r M•I 1 IMPN
<br />:IJ' APnVt ,x AnE
<br />N�IAN _ r ABUVC I:NAUC
<br />Y0 f
<br />T-U.I n,
<br />U0 Art
<br />It."
<br />! 1,.
<br />1 I
<br />I I1 l 'n
<br />1),' n
<br />_ ;......
<br />1
<br />1411
<br />1ID II , j
<br />1 R ,rr
<br />16,,,
<br />45
<br />101''I,
<br />FIN II
<br />J1-„
<br />WO
<br />r, I. I.11l
<br />6Ufiln
<br />, I61
<br />L
<br />*1'
<br />NR rr
<br />14 r
<br />F,I ,
<br />W ,I
<br />/
<br />H n
<br />C 1 nr
<br />/ 11
<br />- 6- i
<br />1' n
<br />Y0 n
<br />l7._..-� _
<br />_IA 111 .. --
<br />.1 U."
<br />>NAN t)(_NtUULt NU I t5:
<br />1 ENTER SPAN SCHEDULES WITH NEGATIVE
<br />OESPIN LOAD to PANEL FASTENER SPACING TO
<br />DETERMINE MP M ALL)4&E STORM PAN Fl
<br />SPAN X4 EDULF IS ACCEPTABLE FOR USE WITH
<br />POSITIVE LOADS LESS THAN UN EQUAL TO
<br />NEGATIVE DVAGH LOADS
<br />' "PANEL FASTENERS' ARE STUDS USED IN
<br />CONJUNCTION WITH ALL MOUNTING 7TR
<br />USIONS
<br />i`F• TRAtk 51VEi0ED ANGLEk'IC.I IJSE 6 75"
<br />Or PANEL FASTENER SPACING TABLE WALLIES TOP
<br />ALL-H" AND U' HEAOEPSONCULDINGBURDOU7
<br />G ONDiTIONS
<br />s LNJEAH IN1ERPp1AT10N BETWEEN LOADS IS
<br />A CEPTAf)LE. OTHERWISE V"+F NF:%I HII.HJF."H IOAn
<br />I
<br />,; 1, r r LOAD T _. r1
<br />1 ENTER . PAN SC SEPARATION POSITIVE O U ,N lU D D 0FTEC INE
<br />MINIMUM ALLOWABLE SEPARATION (ION FROM TILE OPENING TO BE PPOTEC TEO
<br />P P FOP WITH POSITIVE ONLY
<br />1 SCHED lF I$ F I EU V WI PO.. T( E LOADS O L U O USE 7u
<br />i
<br />IrITEPP(RAT(Ofi BETWEEN tOAC1S IS AI TEPT 4al.F ONEFRW15f USE NF%T H1,iHEF
<br />I LOAD
<br />. P5Ih .tALLA1IONS OUT UE OF THE HVHAAND OLT I OF FSFNIIAL
<br />ACi
<br />FACILITIES IN WIND THROUGH 3 lNFGLASS
<br />SEPARATION SCHEDULE IS NOT 11 Sl:EO AND ND "1111MUM SEPARAL11N1 FROM THE
<br />P 'IT,,,,..1,11 11 IS REQUIRED _
<br />"",H."
<br />FKA.AINVII DO r
<br />w = -
<br />�^ MAXIMUM ALLOWABLE ._ `"I
<br />DESIGN PRESSURES: - {{ r""
<br />" °
<br />' I
<br />J"
<br />!r,! 11151
<br />I".",.
<br />_
<br />AS NOTED IN DESIG
<br />'
<br />DESIGN NOTES: SCHF7�ULE5
<br />we
<br />POSITIVE AND NEGATIVE DESIGN PRF_tSURES CALCULATED
<br />USE WITHDETERMINED PER
<br />W n _
<br />g
<br />SEEPARATE NMRENGTEM IN ACCORDANCE T
<br />ryry pp pp FRA�Db S
<br />0.MNINED�NACCO�ANCE VlIYH ASCMEE 7tFNU CTJAPI ER
<br />N_ e lipi ®
<br />' '�
<br />1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN
<br />W Z [
<br />4
<br />L}
<br />OA EQUAL TO THE POSITIVE OR NEGATIVE DESIGN
<br />PRIES URE r1PACT, VALUES LISTED HEREIN FOR ANY
<br />P> _
<br />< Ul
<br />ASSEMBLY AS SHOWN
<br />E Ill
<br />GENERAL NOTES:
<br />f� �
<br />3 u
<br />J. TTR6 SPECIPIA: ATION HA?
<br />ACCORDANCE WITH THE FtWQUUII
<br />WVS.TM EDITION ((20]0) cID t
<br />TM 201. 202 ANU iU) TEST MR,
<br />AND CONFORM To ALL LOCAL a
<br />.MY DESIGN CK eERTA EEYO
<br />SNAIL BE FABRICATED IN
<br />RIDA BUILDING CODE
<br />it.. OF TMt 4-2 It.
<br />OR SHALL INVESTIGATE
<br />)"ENT$ WHICH MAY
<br />N NAY REQUIRE
<br />R
<br />" O W
<br />'O c
<br />HAS BEEN USEU IN THE
<br />(LA
<br />J
<br />^�
<br />E PPOIECT
<br />(D
<br />O SHALL BE RESPONSIBLE
<br />TO THLE DESI'W WHICH
<br />0
<br />.-7
<br />ACTOR.
<br />"-PtEqq E.Lrl
<br />Z
<br />is SHALL B[
<br />SPANS
<br />4
<br />PA CALCULATIONS AS
<br />'T
<br />Q
<br />D GOES NOT P ROVIDE
<br />Imona DTFFrau1T FROM
<br />w � �
<br />al
<br />., 9 s
<br />TM N A D _
<br />E COWCTSHNLOR DETAILED HEREIN, LELENSEUIIMI_ E ER Use IN STERE E{
<br />CONJU AL-TSH ALL PREPARE SSTE 5DECINC OOCUME NIj FOR USE fly ,g IJ
<br />CONJU NLTAM WITH THIS DOCUMENT = Z p 1['
<br />.. DESIGN PRESSURES NOTED BEFULN.ARE BASED ON MAXIMUM TESTED 8
<br />PRE95UREp5 DIV�1�f7ED aY P ].5 SAT IV fACTOR� �L•g G`
<br />O FHEM IYISF BRAST�ENSEgS SMAyL16E RADRIMiAUn PSA EED oAItO UiH¢RWIBEIJORo 4 jR
<br />CORROSION -RESISTANT MATERIAL AND SHALL COMPLY WTTh "9PECIFICATION5 ? J•+•
<br />FOR AWNINUM STAUCTURES'SECTION I.] By THE ALUMINUM MSOC1ATION, V}
<br />INC., B ANY APPLICABLE FEDERAL, STATE, ANDIOR LOCAL CODES.
<br />a ALL STORM PANELS SMALL 8E 24GA STtK k.o O1." ��'`'']]
<br />. STORM PANELS SMALL CONFORM TD ASTM M57 TRU-URRL IIALITY EL
<br />s e
<br />rII G ALUMINGALVM EA O ONGWITH
<br />MINIMUM -46N 1. W
<br />]D. AtLOTEDOTM EXTRV610NS HALL 866062-T6 ALUMINUM ALLOY. X
<br />Ili r a N SO 70M B Y15F ,Q
<br />I t TpP. eDICTA IAILS SM SHOWN MAY BE INTERCHANGED AS F1PL0
<br />HORIZON A DICTATE PANELS MAY DE MOUNTED VEPTTCALLY LYi J
<br />HORIZONTALLY
<br />AJRP00PBLE. ZI
<br />12 cd'C TEANCHETE ONLY.
<br />IN I DNA n eAR C T RE HEREIN LL E EM D O 0
<br />MANUeh-TURD CONCRETE ONLY. INSTALL ALL RONL'RETF A.CHO0.E PER
<br />PrANVF,it COEq'6 RECOMMENDATIONS.
<br />I fH- PV TO TE ! .TA E CONTRACT00.3S RF9 t15IBLE 1M.°ULA OR ROTE( Ll LM
<br />14. MEMBERS FROM DEAL AFFAR MATHUAO TO PREVENT ELECTURAL DE a SI
<br />SHOWN
<br />N . U ALA HIS P HERETO VALIDATES STRUCTURAL al. AS
<br />ENGINEER SE
<br />;N N ONLY. H SPECIFICATION N Y .IF ( P, COST
<br />Al. OW 0 USE a IS 5 K[nC IO B ft RA TO f
<br />yy 6
<br />1MCirUCLING56SAVES HARMLESSTHIS EG R RESULTING
<br />ALL COSTAIA. a!5 6 <
<br />FABRI FABRICATION,
<br />LEGAL FEES RAPPELLATE TEES RUCTION P FROM EIi RVAL I
<br />"M ICI
<br />1$ C 9Y 7EVIMR ER LOCAO , 6 ATE. & FEDERAL.
<br />CODES 5 F BEYONO THAT .E
<br />EVI , IS.501 O MR BY LOCAL. 5TATE, 6 R[D[RAL COOLS 6 FROM 1E II I�
<br />DEVIATIDEI9 OF TMJS PLAN.
<br />15. EXCEPT AS EXPRESSLY PROVIDED HEREIN, ND ADDTOIIAL N i
<br />36 FICATID.SOP AFFLlMA S O ARE POINAIDED C 7r1�
<br />]R AT epeRmi-tin
<br />AODTTIDN80ROTMai MARN1NG9TD tM15 L%XNMENT 9
<br />ARE (JOT ,E SH LL E P REVALIDATE LABELED
<br />ED WIDTA IMN EE
<br />p7. PANELS SHALLBE PEAIPJIN NTH LABELED WITH A INFORMATION
<br />MINIMUM OF (I) LABEL E y
<br />ER F.
<br />VON Y ] q FEET CONTA]NENG THE FOLLDIVING 1N mRMAT10N'. e
<br />WEST ' LM BE SH , F ERG AIID GlA9N D H
<br />Wfr31 I•ALM BEACH, FL
<br />TAS 201, TAS 2D2 B. TAS Ze3 RPAN N.00
<br />FIAPIDA Pltoo Cr APPROVAL NUMBER, /
<br />20-31543
<br />VISIT 15-CALC.I0131643�•' W'M
<br />F,:F-7r:FI:E_A'.'a
<br />1-1 ": "I,A-x tl
<br />.."taw,Lwa. AE.rtrRn 4 rerxlPce. LLLJJJ
<br />F ,w•.I4_I'll, r: r.
<br />EM9 u,I A,`,J
<br />1.1
<br />T MINIMUM ALLOWABLE SPAN SCHEDULE ^,:a
<br />TOP
<br />MOUNT
<br />}
<br />I$,
<br />'g7
<br />PI
<br />yy
<br />,+,a
<br />p
<br />12
<br />'A
<br />yE
<br />� :•
<br />a
<br />�
<br />$j
<br />j
<br />S
<br />N'
<br />�
<br />b
<br />f4
<br />I
<br />�"�
<br />q ,;
<br />D
<br />C
<br />s,
<br />•H`..114•'
<br />(
<br />''
<br />2
<br />TS
<br />2Y.
<br />O
<br />O
<br />_J
<br />2 .
<br />IY
<br />-
<br />'lY
<br />.W
<br />19nWn,A'D' IMMsr
<br />0'
<br />0'
<br />0
<br />23'
<br />24'
<br />1S
<br />t?
<br />7 d
<br />M6 V' H.f.tr
<br />0'
<br />0'
<br />O
<br />73
<br />21"
<br />%S
<br />2"
<br />2.'
<br />L
<br />71
<br />?7
<br />-
<br />J
<br />p
<br />L56311,]ArL3q
<br />H,II'bW F I.eN
<br />2r
<br />J
<br />23"
<br />�
<br />2P
<br />1
<br />_
<br />F
<br />W
<br />3
<br />W
<br />11
<br />AT
<br />A'
<br />W
<br />AB
<br />S7
<br />`0'
<br />IF
<br />4
<br />Aa
<br />xr
<br />SY
<br />i
<br />i
<br />Q
<br />T A
<br />n-
<br />S.xf w Ah M
<br />"�1_ 1
<br />s
<br />2
<br />7
<br />-
<br />]J
<br />i
<br />so•
<br />2 r
<br />s:
<br />4T
<br />5R
<br />1
<br />sd
<br />K�
<br />All'
<br />s
<br />4
<br />sir
<br />4!r
<br />?t
<br />_
<br />SO`
<br />ss'
<br />Sn
<br />M
<br />ww rPn
<br />•
<br />.
<br />A"
<br />V
<br />.e"
<br />Y.Y
<br />'a
<br />u N A4l
<br />0
<br />V
<br />O'
<br />7
<br />74
<br />25
<br />]T
<br />2 !
<br />�
<br />�
<br />-
<br />'C MJ1b 1' RN
<br />%A
<br />24
<br />.'a
<br />'Cl'4B"
<br />50-
<br />_
<br />79
<br />AQ
<br />A
<br />All
<br />xY
<br />57"
<br />O A A ,
<br />STA. J Marty
<br />„i'
<br />23-
<br />T
<br />I I
<br />W
<br />9 -
<br />i
<br />SIT
<br />t ck
<br />Yr
<br />2tr
<br />lY
<br />I'll
<br />ill
<br />& l.. P I
<br />f f_. rL r P N r
<br />(i
<br />••-,F T M f t IL f
<br />0
<br />Al---
<br />cis e
<br />Z
<br />L - k .r..,.
<br />,w, r ,.k-ALI ...Inn, rrrr ,_. ,,. ".rt. wr„A .. NIN--
<br />Q
<br />r (OPTIONAL INTERIOR FASTENING DETAIL
<br />L N.T S.
<br />to
<br />z
<br />1tLL�J
<br />W >
<br />_ Lin
<br />gz>
<br />gO
<br />0 1
<br />L"�Y-
<br />z_
<br />-
<br />Old
<br />�
<br />R Algl
<br />w
<br />='
<br />1.ADAARM
<br />-
<br />' avrw-Y wl [.4
<br />a
<br />J
<br />Q
<br />JIN ..Y ea,l
<br />R
<br />', f•.1 w
<br />r L
<br />191A%�-1%E
<br />D E
<br />I
<br />ti ` _ 1
<br />IIT6ifgI!
<br />,er„
<br />rY
<br />u(i
<br />I i�l
<br />A1�I
<br />r
<br />i� , I �
<br />T
<br />�k
<br />11 .n
<br />,� 111
<br />33
<br />u
<br />x
<br />(3rMprr,AW1laINA,r
<br />-
<br />"''T
<br />20-31543
<br />/10PTIONAL EGRESS PANEL DETAIL _
<br />��ll
<br />INTERIOR FASTENING
<br />-4-0
<br />CD
<br />Q)
<br />C_
<br />to CU (1) -4•-+
<br />U
<br />-a O _0
<br />(1) Q- O O_
<br />C Ca -0 0_
<br />.cy) U /� � 7 ��/', -0 0
<br />CV
<br />0^'
<br />2 O = W
<br />C Q O -2 �
<br />I_
<br />c j
<br />.cn Ln N L_O
<br />2a •--
<br />4-all, Call,
<br />-0. a- vJ Q
<br />W ;a,L►
<br />"Ill,O tOy
<br />VOL� C
<br />=_•5
<br />CCt>CV
<br />,M>c
<br />!2 M C
<br />y - tCO t
<br />yQ r c`Yp. �F-
<br />a� d
<br />'y E S -Q
<br />C
<br />O C,. -•
<br />""> =- U
<br />y a) r
<br />W Go
<br />i i C O
<br />w co T,
<br />4
<br />Ml� 7 "
<br />. E
<br />O
<br />2. U
<br />O
<br />I Z
<br />I mi
<br />resod.ORrq DEN.nPmOl9;
<br />I'
<br />2 250" 009." -ir-0 0600,E 2 25o" I y l'P"P „I
<br />�_41 20 094" 0,"" pD 0011 z a '� 1' P 1eA"`c.- r-0 625"
<br />0,094"� 'J�� l29" G'.b94" F = g S _L , o N
<br />V- 811 ;; �_� D��" o'R a �A _6 - Tm .094" ° 1.12(Y' .D94 � AL
<br />M,
<br />U.0 4" ilj4.�
<br />-0 09s2" L_.2 1 ry, Lei
<br />1 930" 1,930" i Ii0,D62" Tl i L 375^J LDWI-- E2" 11� 1� rOTYPS42.D00" I• .le-1 ..U5 -I ,a, F
<br />i GOD" - 2 0 .-
<br />l3+I " Z50" -.I "N-Z2.000 gg
<br />-I 1A2U E ,'RI
<br />IE
<br />AN
<br />1 J-PHI Cl RT 180" ,-, cLL 6T CA1 1E
<br />�.7 21" "N" ER Oj .'J�L'11EdP1r8_ R�°4Xr�.Du'-V-'+S'C'4tE. 'l- vim' y�'SSi�N✓�L r ff
<br />',� I 3 3B0' MAX -.31 O.i76' 0.3131, n 376" ._ -4. 7 ;." I . N
<br />1.5L 1.560^I- �LS6o" 1, 510' 0.365" _p4 ~�
<br />, 1I' -y � I-'{� 5 �'I �f1�J p
<br />�17.500" PANEL MVERAGF� �I 0.179"-1 655" Q.19p• � Ir0.6�5 01 IyD"^pF f r i;1 .. -" 0I'll 100)' Ro��" ti n i
<br />---14.875`PANEL LENGTH L��IIII1I44Lppp..,,alafTT v1J-I LE(, r0,545" 0.5'4,SSP'. 0�250" ,IL'O.", t $1
<br />O]A" PAlal �� 71 'P U ll �� i AECTI4N 3- '. 1 2
<br />1 1- 0090` r 0 riBS" I 50"
<br />-�- i-JI_0090" A-11.004:�0""'�-xlv.v. I, 10,21<. �1E5 07t0" R013S_ 30Y U1
<br />TYO 7VP 0.700"
<br />T F. 0.090" 0,997"
<br />o-aT r ON
<br />" QT' A2+aL� -mil �p " oW,�o w. ,
<br />.EYHOIr ',AMR
<br />r D.1 1 ',U r . DLa6 MN L,r
<br />�� nM, TIIA 7q(
<br />r1-3.000" L0.125' PNITFD 2 O
<br />,rVTE1_r :' t:L:S
<br />I
<br />. , L i ,u "f' ANGLE - IRACN (EXI£NOED1 S
<br />F
<br />p
<br />1 ROD" --- '"'V:ru-"chi-= J;[ ,a�CnICP
<br />OVERLAP til
<br />i:T^..�.['J t7$r ..
<br />A" MA%, /`N CfIN1Ek LLUSUNE DETNL 1_/ ��25" MA%. -- 3 ^r f
<br />MAX ,'� \J 4.�
<br />25" MP 1J
<br />room,._ T;ti:.nY•Hr.l:..r
<br />W
<br />Nn..
<br />Cie
<br />/ T BJI -IX LDP- aQ
<br />R
<br />DI. RNC 'T E
<br />rAlAWJIINI J,w rxr , ,
<br />I IT
<br />till �A_ 5 ,1 n -ID0"
<br />`tJ 1. -1" A
<br />t`� ,, a .IL..
<br />\r,,, .. .s-� I.a EMBEO (
<br />1.0-Z I_. re. ;.a_zt r.r:ee, '"r.r, ' e
<br />OVERLAP A s AT
<br />% _._____._. __._ _-,S" _
<br />/�
<br />///�,\00
<br />/j II T ,
<br />MLN
<br />1 ,1 -u
<br />E0118
<br />/ 500'
<br />r "At I ` 4" MA%. MIN
<br />o5n i
<br />x-iL a CD N RCL. A.F MAIL .:Ya J.H,. ,
<br />4EMBED "r
<br />Q
<br />/\TRAD MDUIIi f. LOSURE DF.TAII „.rA ','T ,r Ili
<br />apC�
<br />�- HT6 1�lrAi BIIII.
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANEL_.. PANEL FASTENERS ® 12 5" O C
<br />®
<br />®��'
<br />i�
<br />Ei33Em9mi®nimES�EIm
<br />m®
<br />®t»E3eiQI4�®IME£S
<br />®�®®ff®
<br />0
<br />®QE�EZ:S®EOI>oIEY®
<br />tI�E3Y
<br />fmm
<br />E7�1111unlE♦mali�L�
<br />tEk IEW�
<br />•' I1nN111
<br />' .
<br />E�91
<br />:E111BII�SIIEFI�Ei�YQI➢I�E�31111
<br />. •
<br />ElTY2
<br />IEIKIIIIEM
<br />[>11,111111
<br />®M®E®
<br />1111111111
<br />En
<br />E�91m
<br />r
<br />lmtt?��'
<br />ry1��®a
<br />Ili®'
<br />®
<br />ES9a[i'IIJt
<br />nMM
<br />sm
<br />®
<br />•
<br />EEM
<br />in
<br />ROMME
<br />IMUM
<br />o®EEEIloommm
<br />F MM"il�I
<br />1
<br />-
<br />,-
<br />[4i>v®[�t[�
<br />M
<br />EMMEM
<br />®I�®EFR�ti3�FtEf➢FS3t�R�91EtEI®tt�E!!�
<br />�.
<br />r11
<br />f<
<br />' //
<br />EIf�FI£E�r
<br />Ems®
<br />,.
<br />i-•
<br />.
<br />VAN®
<br />MEN
<br />0XIIIIN11111Eaiiam
<br />M
<br />EIE�ESI�E,11
<br />E
<br />E!'f��
<br />I
<br />1��
<br />' ,
<br />m1WIllom
<br />Mo
<br />®
<br />N
<br />_
<br />®®
<br />�
<br />ECM®L3IilE�
<br />E
<br />E
<br />I 214" PENCE blITAPiCP
<br />-
<br />jn
<br />NAa Ir[naa
<br />4aeaaR PROWitt
<br />[ PV
<br />'.rnH III• Io -
<br />vAw ER I,1 v n'
<br />•7.H IIv JI ' „r
<br />COaa TYP!
<br />Q C3 C.
<br />Q
<br />COMM TIT[
<br />CI LL Cf �1
<br />CONK Tyr!
<br />rl C2 f3 C4
<br />1P+" F 2' EFAMID )3
<br />A .11 FN 41
<br />46
<br />F}- •WN�� 51
<br />7Z
<br />12.5
<br />360 360
<br />!09"
<br />11S
<br />16 a'
<br />l60 ],5'
<br />12 S
<br />16.0"160 67'
<br />EIS
<br />16016.0
<br />it
<br />1S
<br />16..",Sol
<br />D
<br />12 T'
<br />1.a-]. L' AO'
<br />125
<br />150' 1.U'
<br />7.5'
<br />32S'
<br />16,0'
<br />14.7 6JI`
<br />12. 5'
<br />16.0-1A.7' 60"
<br />its`
<br />lI,
<br />3A.0 LAID
<br />J.O 1
<br />F IFT
<br />6R`
<br />1
<br />Al
<br />14.0
<br />..0
<br />L4,i P.0 -
<br />147 .D
<br />12. 5'
<br />1T5-
<br />D 1.T' b❑
<br />16 ]41 b
<br />D a
<br />a_
<br />I'"""r ]]
<br />IMUGD 9.rte4 41
<br />onnw= 4B
<br />11
<br />71
<br />ia`�av4•(MR(n 11
<br />tAYt;RU'C,AS. 41.
<br />.1, 4e
<br />T 51
<br />7'
<br />L-
<br />16A 1 6U
<br />101"
<br />l2 C
<br />1 b0
<br />ll1 70-
<br />12. S'
<br />fi0 10e' e
<br />1 -1'
<br />125'
<br />160 141
<br />91'
<br />1 5
<br />160'
<br />S
<br />97 6
<br />13
<br />0 7' 6•
<br />1 5.
<br />l 2 5
<br />L]5"
<br />L2 5
<br />1±
<br />SN.O 1 0'
<br />I
<br />150`11]
<br />5 9 6
<br />) 0
<br />Lilo 16.0"
<br />7.0'
<br />64'
<br />5. 6'
<br />1 s
<br />2.
<br />I33'
<br />11 1i
<br />11,5
<br />16 0"
<br />160'
<br />16 0
<br />1so•
<br />-
<br />1so
<br />160T
<br />s 6 S 6'
<br />.. )6"
<br />9 6 5 6"
<br />u,5
<br />R]'
<br />91
<br />91'
<br />0 L
<br />12 5
<br />li4
<br />%'
<br />1T :
<br />1is
<br />125
<br />125
<br />-
<br />15A" 9.a"5 6
<br />]00^ P6^ )R"
<br />.0 • A" 5."
<br />y1e 9
<br />15D"iDz
<br />AMID" 9.2"
<br />16.0 9.1'
<br />12 r.
<br />l2 S'
<br />0
<br />if 13.3'
<br />160 11,4"
<br />LL S
<br />125
<br />12B
<br />12 V
<br />160 to S'
<br />.. 9 1
<br />D
<br />12%"
<br />LT S
<br />1b,F
<br />L 6.."
<br />12.5
<br />12 f
<br />16.D' 9.1"
<br />16.0' 9 1"
<br />]D r �"17F�E----J �])
<br />J1
<br />r,u �nuA.-
<br />All , 41
<br />WuOD BULNIRC 40
<br />53
<br />so 12
<br />l]. S"
<br />i6.0' 01.6.
<br />71'
<br />1
<br />1
<br />." S.]"
<br />1 r^
<br />2
<br />13.6' S.3" 45"
<br />t2-3"
<br />1..R / 0'
<br />3.9
<br />12 3'
<br />Al. 3'
<br />..'
<br />D 23
<br />12.4- 4.B • Y'
<br />L15
<br />1.4_5 9'
<br />5.�625
<br />]2. i
<br />tl ] d0'
<br />625
<br />" On"
<br />123 4...
<br />2 S"
<br />4 ! S
<br />]
<br />4 7
<br />U.25
<br />12 1'
<br />7 . 0"
<br />1,23
<br />12,3 4.r 4 0"
<br />.23"
<br />L.• ] . I
<br />A. D"
<br />6..1'
<br />1Z 1
<br />. Y
<br />6.2)
<br />_
<br />f23 . ' .D"
<br />ANCHOR NOTES:
<br />I NNCHOP SCHEDULE APPLIES i A4 PRODUCTS CERTIFIED HEREIN, BUTONLY PROVIDES
<br />MAXIMUMA YANCHCR SPAC1NGMAAI14 MALLOVABISPAN AND PRESSURES INDICATED
<br />IN cpgN 5QECHULE
<br />SHALL APPLY.
<br />2 ENTER ANCHOR SCHEDULE BASED ON PPNEL FASTENER SPPCING, THE E%I STING STRUCTURE
<br />MATERIAL, a ANCHOR TYPE SELER r1Ec1GN LOAD GREATER THAN OrE EQUAL TO NEGATIVE DESIGN
<br />L ON SHUTTER AN CT SPAN TER THAN ORE AL TO SNORE SPAN.6ELE-
<br />LOAD U A SELE RIAT (Y.1 R
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING L17fJD11[CN (SEE MOUNTING LYE1'Alls ON
<br />SHEET 2 FOR FASTENERS"
<br />RE OF STUDS
<br />USED INARE CORLIUNCTION'WFTH ALL MOUNTING EXTRUSIONS
<br />("F"-rRAI 5TUDDE0 ANGLE, ETC ) USE h 25' O.0 PANEL FASTENER 5PACNG TABLE VALUES FOP
<br />ALL "H' AN " ` HEADERS (INCLUDING BUTL00 CONDITIONS A D U FADE S (I t G UT )
<br />4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WnH MANUFACTURERS' RECDMMENOATI0445,
<br />5. HOLLOW BLOCK HOST STRUCTURE SHEALL CONFORM TO ASTM C90 FLACK.
<br />6� MINIMUMEMBEOMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE.
<br />7 MIW MUM EMBEDMENT E DISTANCE F,%CLUDES STUCCO, FOAM ERICN AND OTHER WALL
<br />E EN D EDG D75 LL
<br />FINRHCS WNIL FINISHES SHALL BE LIMITED TO 1/4" MAX OD SHALL tlC VERIFIED BY OTHERS 10
<br />ADEQUATELY TRANSPER LOADS TO HOST STRUCTURE
<br />e. CONCRETE ANCHORS NOT ED HEREIN SHALL BE EMBEDDED TO uN-CRAC'IEFD CONCpETF ONLY
<br />9I WHERE EXISTING STRUCTURE If, WOOD FRAMING, EY151ING CONDITIONS MAY VARY, FIELD
<br />VERITY THAT FAST ENERS ARE INTOADEGUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FAST -BEING
<br />TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
<br />M ANCHORS T N F F l FAA F N
<br />10, WHERE AN JIO 5 FASTEN O ARROW FACE O 5 UD STING AS tENER SHALL BE LOCATED i
<br />lV •TUD E DISTANCE A'CEPf E F W CENTEROF NOMINAL 1' % 4' MIN, I WOODSTUD
<br />/" EDGE 15 L ABL O0. WOOD
<br />(Lr W T L F iHE0.N PINE G�0,55 O0. GREATER DENSITY, LA a SLRH SHALL
<br />HAVE
<br />HODS UDNHE B "SE V
<br />SHALL HAVE PFRLLIDS PAN HEAD OR HEX HEAD
<br />I L REMOVABLE ANCHOR$ ARE DFWALT VANELJMATE ALL -POINTS SOLI0-5ET a BRASS BVSHmr
<br />12 MACHINE 9_REW5 SHALL HAVE 10" MINIMUM ENGAGEMENT OP THREADS INTO THE BASE
<br />A PICHOR AND MAY HAVE EITHEP A PAN HEAD, TRUSS HEAD, CA WAFER HEAD (SIDEWALk BOLT) U MO
<br />1.3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO O0.0THEP WALL FINISHES
<br />14. y CO DESIGNATES ANCHOR WIFFION5 WHICH ARE NOT ACCEPTABLE USEii
<br />15 T DIREf_I MOUNTING CONDITIONS
<br />L6 LINFAR INTERPCIAT1DN 15 NOT PERMITTED KIP USE WITH THE ANCHOR 51'HEUULES L]5TED nN
<br />THIS SHEET
<br />20-31543 I
<br />88f
<br />a)
<br />rid'
<br />rod
<br />i
<br />l
<br />-0--O
<br />rn
<br />V /
<br />=3
<br />CIO
<br />U)
<br />a-
<br />CL
<br />-+--#
<br />U
<br />C
<br />W
<br />O
<br />Q_
<br />U
<br />a)
<br />0
<br />U)
<br />M�
<br />W
<br />W
<br />c
<br />G
<br />Z
<br />Z
<br />Z
<br />Q
<br />J
<br />a -
<br />SHEET NO.
<br />SH 1.5
<br />
|