|
.lh.EZ I 18,
<br />P-EZIW/la ANCHORS
<br />_131F INECHON EZI ALTERNATIVE U1W ON 94M
<br />(SIDE
<br />f-titsti: am 2) IMICTIE. 2) 1
<br />ALUMINUM
<br />15:
<br />U
<br />n Or
<br />_T_(WD';;'1E'L)T_ EFMOR PANEL) (INTER EL) (KMWM (END PANEL) NO'
<br />Sff NOTES 2. 3. 4
<br />SEE NOTES 2. 3. 4
<br />a' a'
<br />MAN,
<br />PANEL UENGTH
<br />low Tf At
<br />40
<br />a U OVOKAP:
<br />AZXAft0
<br />wx
<br />OF 'L'
<br />MAX,
<br />J_j_ L-1-j-1- -J-ILL-1 L-k-1111 -J-LL-J-j-1 1-1-i-Lki ___ I
<br />ANCHORS
<br />(SEE SECTION UI A, ALTERNATIVE EZIW ON SHM 1.)
<br />ZI/la.
<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL (1) SYSTEM
<br />SCALE: 3/32'-l'
<br />di 1/4" 'Aft GAP
<br />SECTION A -A
<br />SCALE: 3/32*-1"
<br />ENGINEERING
<br />at
<br />ENGINEERING EXPRESS
<br />PRODUCT EVALUATIom REPORT
<br />Selaternbor is, MO
<br />EX proloct Number, 20-31543
<br />Application Number. 17MILl - R2
<br />Product Manufacturer. AN American Shuttons and Ohm
<br />Manufacturer Address: 150 Dorm Rood
<br />V4W Psen Beach, FL 33409
<br />Pmduct Name & Description: 24ge GoAranized SINNO Sbrm Panels
<br />Largo Newin Impact Resistant
<br />Scope of Evaluadon:
<br />This Product Evamom Report is bft Issued in acconsoloo with She roquirentgnas of Me Fbrkb
<br />Nwbr of
<br />ausloseg and Palbaskinal Regulation (FW4* Bulift Cornmission) Rule Chapter
<br />61020-3.005, FAC., fbraWw&ido atooptarics, per Method 1(d). Thoproductnithdatimehosbalm
<br />ISIBINNI "or ovolusted as ournmetrized heran to show compliance with Me Flaride Building Cc&
<br />Ilwonth uhr lord to Mat required by the Cc&.
<br />Edition 0010) and Is, for the purpose intanded, at beat eq a
<br />Rol-evoluall ofthis, productshaillat Florlde Building Code nodkotbral or
<br />on
<br />Substantiating Daft:
<br />PIRCOUCT EVALUATION DOCLNMKM
<br />EX drawing $MI 543 Vftd -949a Galvanized Shod Slomn Panels & Non-HVHZ)% sheaft 1-5.
<br />prepared by Englinsalling Express, Signed & sestled by Frank Sennando. P.E. Is on Integral part of this
<br />E"koWn Report.
<br />TEST REPORn
<br />Lkworm Suft sbu0b"i psi lon *no@ has been tooted In accordance with TAB 202 tog sbr4sr& par test
<br />reporto) IST-ASO-1 7-M by OMckwater ToWN. lnc�
<br />Large miliowle Invoct reakhance, end cyck boding performance has been Nowd In accordence wNh TAS
<br />201 and TAB 203 tWstwxbrds per test report(s)INSIT-ASO-17-001 by Shokwstw Togft, Inc.
<br />STRUCTURAL WING; CALCtILATIONIS
<br />Structural engineering colculaboras han been prepared which ovolusk, the product based an
<br />comparobve andlor national anshiab to quaft tho killowing design crikirls!
<br />1. Maximurn Allow" Sports
<br />2. MWmm Allow" Spam
<br />3. Minimum Gives Sepoiaft
<br />4. kichor Spacing
<br />160 SIN 121- Avimue SUITE 106, DEERFIELD BEACH, FLonloA 33442
<br />(9S4) 354-0660 1 (666) 396-9999
<br />TIAHOI:.G.I.N.I:,I.IIMIEXISRIII.IC)04
<br />IE MGt Exp at a CON
<br />;,.11 ro
<br />68
<br />IF
<br />Eta
<br />ta.
<br />a
<br />`A
<br />'H" -
<br />- I �.. .111
<br />LAST PANELCD TO BE INSTALLED AT EACH OPENING SMALL ALWAYS BE
<br />INSIDE OF STRUCTURE.
<br />1P.RM.M.-44L 2OW DUE 10 FACIUTATI INSIALLATIO" IF INTENDED
<br />(1) LILEIMI&W 2000: E
<br />CON -Z HANG STORM PANEL SYS"
<br />- Cont. TRACKS TOP & BOTTOM.
<br />(2), END PANELS SMALL ALWW K BOTTOM TRACK
<br />OTHERWISE A STOP C=04.0 AT TOP Or SUCH
<br />PANELS. SAR
<br />(3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK. CONNECTION
<br />SMALL CONSIST OF 1/4'0-20.3/4' M.S. W/ 7/8'0.3/32' WING
<br />NUT OR 1/4"0.3/4' Min. THUMBSCREW INTO TAPPED BOTTOM
<br />TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO
<br />EXTERIOR FLAT FLANGES OF 00 PANEL�
<br />(4). IN CASE,,TMAt END PANELS ARE NOT CONNECTED TO BOTTOM
<br />TRACK A STOP BAR IS ONLY USED AT TOP) AT UAW TWO
<br />PANELS SHAI.L INE CONNECTED TO BOTTOM TRACK USING SPECS
<br />INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF
<br />t INSTALLATIONS ONLY
<br />SPEED UP TO 170
<br />ENGINEERING
<br />PW 2 o172
<br />All American Shutters and Glass - 24ga Galvanized Steel Stom Panels
<br />No 33% Increase in allawable - has been used In On design of tivis product.
<br />Seporoon frarn 9" Is not required for WahftUwa outside of wind zone 4 IEW easentW bdOes.
<br />Impact irb"Istanco:
<br />Large Impact R"W"m has been dornonstrat9d No Evidenced In prw4ou* EsMd lot ropqrVs), GENd Is
<br />accounted for In the engineering design of this product.
<br />Mad Load Resistance
<br />This product has been designed to REGIME wind bob es Wgk@W in the sporl schodular(s) an the
<br />g ve Product Evoluallon Docurnort 0.9. ongirts"no drawing).
<br />Installation
<br />INS pra" Shelf be instaled in Said complionce with No respective laniduct &ak"ort Doommo (Le
<br />orginearing drowing). a" with sill components noted therain.
<br />Product compornorris INNER be of the mate" spothled IN VW product's respecilve P. oduc evaluation
<br />Document O.e. orginaterN drawing).
<br />Uniftadons & Conditions of Usal:
<br />Use of this product SINGER be in strict accorldence WRIL it* respectire Product Evoijudon Docurywrrd 0.9.
<br />angineeing drolitiri ENS, noted horreft.
<br />All Supporting host Structures shall be designed to resist GA suporimp000d loods and final be of a moterial
<br />Noted in the products roapactilia, anchor schedule. Host Structure omdftm whkh am not accounted lor
<br />in this producra respectivo, anchor schedule LSW be designed for on a ottletapedfic b" by a tvOdwW
<br />mak"WMI
<br />orft Installed shal be probacted "skid corrosion, wMw*wWn. and
<br />AN Comporieft which are perrifM
<br />WW such damage ad all thrift.
<br />This product has been for use within and outoldis the MWh Ve" Hurricane Zone (HVHZ).
<br />Respectfidly,
<br />Frank Berinardot PF
<br />EWMEEme EWSRES96
<br />#PE0046549 I Cert. Auth. 9885
<br />160 SW 121- AVENUE SUITE 106, DEERFIELD BEACH, FLOAtDA 33442
<br />(954) 354-0660 1 (S66) 396-9999
<br />T1AH0E:ct:arIRtG&cEx:RasS.com
<br />E not is tRaEXPRE S.Com
<br />OuA, SarrION
<br />I
<br />=N1,
<br />_j
<br />.T
<br />1 .0 1'.
<br />O.il * -,11�4_4
<br />V S�Ijl. r
<br />T
<br />0,40NAL 7ORM101TO" LOOLOW, MAIL
<br />-q- ... . ...
<br />ILL
<br />It
<br />9!
<br />9jej
<br />- 0
<br />raft
<br />INSTALLATION DETAILS FOR
<br />INTO POURED CONCRETE, CONCRETE
<br />SERIES 2000 E-Z HANG
<br />BLOCK AND WOOD
<br />STORM PANEL
<br />STRUCTURES
<br />_T
<br />TTT, -7
<br />"40 Tm.colmr
<br />1 CONCRETE 8LOCK
<br />D.C.
<br />W-OLrow.
<br />. �__o
<br />014.1- HEX Ta
<br />1/4-0 TAPOON 0.6
<br />44CHM 0 12* FROM
<br />EDGE OF (Y4
<br />WOOD
<br />FKQLOM
<br />114.1* HER HEAD nx
<br />scww 0
<br />EDGE OF 64- FROM
<br />F_
<br />9
<br />Ift,
<br />_
<br />ZT,
<br />Mo
<br />1
<br />I),
<br />I* MIN. .
<br />_jr
<br />1/ 2
<br />.."
<br />I,
<br />V-SOYMY"
<br />10 GLASS. pop
<br />I
<br />2994- �-.x
<br />RAL POP
<br />0
<br />MAX.
<br />Oa�
<br />MAX
<br />1 PANEL Lerfam
<br />GA j;.A
<br />UDMM
<br />AF
<br />mi.. 1
<br />1, Ron.
<br />L
<br />_V4, ' TAPOON ANCHOR
<br />0 2� D.C.
<br />1/4'0 TAPOOM
<br />ANCHOR 0 12, O.C.
<br />CONCRETE BLOCK
<br />REQUIRED.
<br />--VLATE
<br />ROOLVIED
<br />4kMfflr
<br />SCAU 3/111-1-
<br />ALTERNATIVE
<br />INT112
<br />IEZjW
<br />SCALE 3/11-1'
<br />FLOINDA BUILDING CODE (Man High Velocity Nu
<br />Gone Zone)l
<br />MIN. PANEL UENGTH
<br />I INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DES" SMALL BE 2*-G'
<br />o.4
<br />am "OEM W. PIP.
<br />24 CAM GALVANIZED STEEL STORM PANEL
<br />- 40.0 -0* MAX
<br />PRESSURE RATING. +/ po f. AND 6'
<br />PA14EL LENGTH.
<br />ST ATE
<br />IECOINC.
<br />GLOUL PROTECTION PRODUCTS. UjC.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />Im ILA 51 slow
<br />ME. FL. 33314
<br />MEMBERS M BE SOUTHERN PINE No 2. w/ SPECIFIC
<br />.......
<br />A. SPI
<br />go An-HP10.
<br />PHOW NNH AM t.).057
<br />20-175
<br />DEINSITY OF 0.55 OR EQUAL
<br />-ODW,o
<br />OW-4 -
<br />Wflil A. Tki .. PZ
<br />AININA , 44
<br />OHM is or 10
<br />ALL AMERICAN SHUTTERS AND ISLAS
<br />4ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HIVHZ)
<br />WIDTH uNumiTED
<br />(PERP TO PANIL SPAN)
<br />PZQ*D DNS'
<br />TOP MOUNIT (CONN-
<br />T
<br />TYPE AS
<br />Sim
<br />OPTICKAL r. -20 STITCH
<br />50ILTS WITH WASH CRED
<br />WINGNUTSFASTNED
<br />OVERLAPS 0 MIDSPAN06
<br />: / APPROPRIATE SPAN TABLE)
<br />PLAPI VIEW
<br />11
<br />HEW
<br />BOTTO
<br />- \, I
<br />it
<br />ql�
<br />0375'
<br />MAYBE AT'3
<br />1
<br />I 9OTT
<br />r-l"N TYPICAL VERTICAL MOUNT OEIEVATION
<br />N,T-S� ELEVATION
<br />TOP MOUNT
<br />(C PI Type-\ I.Max
<br />G) . (SPAN ABOVE
<br />AS RE(r
<br />.0115TRUC-11011)
<br />ti
<br />BOTTOM MO
<br />OBSTRUCTION
<br />(LOCATION MAY VARY)
<br />TYPE AS RD J'O) OBSTRUCTION)
<br />ANEUS MAY Be NOTCHED As REWIRE OM014AL W'-20 STITCH
<br />PROVIDED THAT CONNECT!ONS ANDO BOLTS WITH W&5HERED
<br />ANCHORS ARE USED WHICH SATISFY WING PAITS FASTENED 0
<br />III "ON 1 OVERLAPS 0 MIDSPAN (USE
<br />FSPANS ABOVE & BELOW COST APPROPRIATE SPAN TABLE)
<br />VERTICAL MOUNT ELEVATION
<br />/-2'*N (NOTCHED PANELS)
<br />N.7,S, ELEVATION
<br />BOTTOM
<br />11"CM-NITIP1
<br />AS REQID)
<br />a
<br />ad
<br />L
<br />UNT (a
<br />rEF, OF
<br />Lrnax
<br />(SPAN BELOW -
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GAUGE PANELS
<br />DESIGN ALLOWABLE
<br />PRESSURE SPAMIL-)
<br />ipsF I
<br />MINIMUM STORM PANEL SEPARATION F
<br />100TAULATIORSLESS INVALLATPONSOREATIS,
<br />HAN301AWWGRADE IMANWAROVEGRAIN
<br />_SQ
<br />tis
<br />AIL
<br />L10:0 in
<br />6106 IA Ia$ In
<br />!n
<br />rl.jjLn a in
<br />8+06 In 2.26h,
<br />608. 2+35 1.
<br />/-4S
<br />./-SO
<br />./.SS
<br />130c In
<br />130.01.
<br />- ------
<br />10616 In
<br />609
<br />6 11 In 2.721.
<br />36A in
<br />6.12. In
<br />177
<br />6 111.
<br />5FA14 bf-I-ItUILILI: NU I t:b:
<br />x. vim SPAN solewLes WITH AlmAnvit
<br />DESIGN LOAD 6 PANEL FASTENER SPACING TO
<br />DITOMNE MAXIMUM ALLOWABLE STORM PANNI.
<br />SPAN. SCHEDULE is ACCEPTABLE MR USE WITH
<br />POSITIVE LOADS LESS THAN Olt SQUAL TO
<br />NEGATIVE OMGN LOADS.
<br />2. 'PANEL PASTOMW ARE STUDS USED IN
<br />CONJUNCILON WITH ALL MOUNTING EXTRUSIONS
<br />("r-TRACK. STUDDED ANGLE, ETC.). USE 6.25"
<br />O.0 NAMES. FASTENER SPACING TAM VALUES FOR
<br />ALL'IM, W-MEADERS, (INCLUDING BUILD OUT
<br />coNDMOWN:
<br />3. LOGURR I TEAPOLATION BVrWM LOADS IS
<br />NTENRK
<br />ACCEPTABLE. OTHERWISE USE NW HIGHER LOAD.
<br />GLASS SEPARATION NOTES:
<br />1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE
<br />14IN MUM ALLOWABLE SEPARATION PROPITME OPENM TO BE PIUCTINCTED.
<br />2. SOOMU IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY.
<br />INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE. OTHERWISE USE MIT HIGHER
<br />LOAD.
<br />3. FOR INSTALLATIONS OUTSIDEOF THE HVKZ AND OUTSIDE OF ESSENTIAL
<br />FACIULTUES IN ASTM W= ZONES I THRO" 3. THE GLASS SEPARATION
<br />SCHEDULE is NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
<br />MAXIMUM ALLOWABLE
<br />DESIGN PRESSURES'. Da N,
<br />AS NOTED IN DESIGN
<br />DESIGN NOTES: SCHEDULES
<br />POSITIVE AND NEGATIVE LArED
<br />FOR M THIS SYSTEDEMSitol!UeEWE�RTE%CIANLECDJ PER
<br />SepBeTr
<br />EMINEERING IN ACCORDANCE WIT�JHE
<br />R
<br />.*C'Dlr CHAPTER
<br />I.._ E MR t SS 71-M
<br />'ORL Lf
<br />N SULE
<br />OR
<br />PPAVAL TO THE POSITIVE OIL NECATIVE DESIGN
<br />VALE CAPACITY VALUES LISTED HEREIN FOR ANY
<br />ASSEMBLY AS SHMN.
<br />GENERAL NOTES:
<br />THIS SPOCIFICArION HAS DESIGNED AND SMALL 91 FASM
<br />BEEN
<br />NTED IN
<br />HAS BEEN USED IN THE
<br />E FROM
<br />0 SMALL BE RESPONSIBLI
<br />rO THIS DESIGN WHICH
<br />ACTON.
<br />S"AL .
<br />SPANS �Nffir-
<br />F
<br />PARCALCULA NSAIL
<br />BASED ON M0,XIMQM MT10
<br />063�TG ALUMINUM ALLOY,
<br />INWAC"ANGEO As FIELD
<br />TED VERTICALLY OR
<br />M.Loss"s OFOTO
<br />CONCRETE ANCHORS PEA
<br />NSULATA OR PROTECT ALL
<br />U!VERT EU!C7xOLYM1
<br />LILIES STRUCTURAL DESIGN AS
<br />r CONTRACTOR. W. at
<br />I
<br />SULRT=% TT;=AO15
<br />F r
<br />MA
<br />'MON PRACTI ES BEYOND THAT
<br />Cb Rom
<br />DERAL CODES
<br />NO ADDITIONAL
<br />ARKINGS YO THIS DOCUMENT
<br />!RTIPICATION
<br />D WTrH A MINIMUM OF (1) LAM EL
<br />2MMA PRODUCT APPROVAL NUMNA
<br />VISIT WALC.1013150
<br />i-xw-
<br />IIII&A
<br />1 1 Iti -1.
<br />VINT
<br />-
<br />WABLE SPAN SCHEDULE
<br />TOP MOUNT
<br />. . . . . . .
<br />� -1-7TUAM 1`5111 Flill CA C-A "UA IFnill Call CA-
<br />. .
<br />. . . . . . 13A
<br />. . . . . . . . . . .
<br />Fra - -2 - - - - - EAVAIr'"'A
<br />7_17 7_1 FWAS F; A IF; is Kim lrc'a Sim in 60 li'.is 5 "A
<br />I SPAMS HONG AAE MMM� AUO*AGUr ..j WOW ON ANY OOM�Tu)n 01 HYANPInG
<br />-VVKnw `P:AH#`MA% COMINNATIOM A4Kn`V.
<br />Z
<br />I
<br />Z� vf5I a
<br />jig
<br />vjii §
<br />I." Anu
<br />WO � INALDOUT MOUNYPIAIS COHOMONS. APQuUWO al-nOft M� GLASS SMALL 0 AN MAIL r 0
<br />U
<br />96 10 San, I" r-Im GA *rTH0u` S- AMO 1AIA A'A'Ah's. 6 SO`,M NOR,
<br />TGAGN,
<br />12.5' ON .1 1 cC_
<br />OMPHIM Into, M_ .0%orrim ,onamm aMawH MHlu D%Ainwaf.
<br />I
<br />5
<br />a'
<br />XMICV1401
<br />I
<br />1
<br />hel i
<br />Ell
<br />3j
<br />"ILASY
<br />MUDMI"NINUM
<br />ACMAM
<br />pan.
<br />..Sall SCAT"
<br />M"Ne SCAt. YMM, Ill OIA. "Out
<br />ION MUM PACI
<br />V�HACHPIII
<br />an, WASNPROD "CAM
<br />vvYHonu, 0 139, DO
<br />j
<br />(COMANYMr"
<br />I 01F
<br />SPACING OF MAV no
<br />20 -31!
<br />EGRESS PANEL)
<br />0"AL EGRESS PANEL DETAIL
<br />M
<br />MIR
<br />FASTENING
<br />1611
<br />f-2 250- 0 Ir
<br />44" 0,*..
<br />wl, BAV il -
<br />U
<br />O.L2S
<br />§ T
<br />R - , J, 9. lSGA_
<br />TYPI yp
<br />-0.3
<br />IN
<br />U930" - 161
<br />I A& 250. 2.000, 2.DOO'
<br />J-1 T -I,-, -i-,
<br />]�
<br />ale
<br />TYP.
<br />430* 24E
<br />�;j
<br />I1IjUQVt V HEAPER
<br />Jim,
<br />oi,l
<br />T_ 3 NO" MAX 0 313*
<br />IDA� .960- _�Lsw SIG I'S .31 0.376,
<br />12 0.179* Irs 0.1 rr's.
<br />-'Qv;
<br />q 0`75" PANEL. UENGTI 1 ISO
<br />LOS I LM__��
<br />ODUICTIO
<br />.5CV'PANeL COVERAGE
<br />r D RD
<br />��_D�Oqcp It , -& ,, 'r
<br />TYP TYP, 0113�',�L_r
<br />INACK
<br />0.376"
<br />0.190,
<br />ISO
<br />M.
<br />lei
<br />n Li ...U. -ra, am,
<br />'A
<br />! 0
<br />W1
<br />gig
<br />OVERLAP
<br />4' MAK.- 00101111ROLOSURS DETAU
<br />0 pi: I wil
<br />23MAX.
<br />ce
<br />LLI
<br />I
<br />Oulu,
<br />1.000,
<br />A
<br />EMBED
<br />I'Doo,
<br />OVERLAP
<br />A-. MAX
<br />- MAX.
<br />25 1"T 2
<br />IT— -411
<br />mi 11
<br />Or
<br />CQMI%CMMMAIL
<br />lI�L..U.T COOKE MAIL
<br />ON
<br />.06
<br />T
<br />"C'
<br />2
<br />MAX
<br />11 -T
<br />4-
<br />A T
<br />T
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANELS; PANELFASTENERS 4 11S'O.C.
<br />2.3" RME OtSTANCL-
<br />PLAN DESIGN[
<br />ANCHOR PRIMU
<br />TTP9 (VISM
<br />SPA..PTqy-..
<br />SIAN up no r.r SPAM In TO 20-101
<br />copy TVP#
<br />CI CZ C2 Of
<br />omp Type come Type
<br />Cl C2 CI C4 C1 CZ C3 C4
<br />W7. L �V�aw 13
<br />DEWAIT
<br />.�_UITRACOM
<br />AN
<br />tl---
<br />12.5-
<br />MOP' i4mVl
<br />0.9-
<br />I�E 16.0"
<br />10.2"
<br />a.$- 12.9"
<br />Ifi.D' 9.1-
<br />6.r
<br />12.5"
<br />Ififf, 11.11"
<br />8.01
<br />11.9', 16.01,
<br />111"
<br />5.5- 12.5"
<br />16.01 &1
<br />12
<br />FF
<br />12.T'
<br />in
<br />IFF lat"
<br />111.0" 9.3'
<br />as,
<br />&3'
<br />aa 1., 36 a.,
<br />11.9" la,D"
<br />a
<br />SAL::
<br />S':
<br />:22G::
<br />16.
<br />7�4
<br />514--
<br />It.5"
<br />36.01' &1-
<br />5.4-
<br />12.5' 16.0-
<br />6.1"
<br />%*- 12,5"
<br />16,0'
<br />5.4"
<br />11 23
<br />DCWALTULTIAI*" 41
<br />,,, _ '. L-i
<br />43
<br />32
<br />1Z
<br />12.5"
<br />Ica* is.tr,
<br />is.d,
<br />itill LAG"
<br />Law
<br />Ito,- &2G11
<br />IS.
<br />I" a
<br />=25"
<br />---1-
<br />117
<br />UT.�F'
<br />M!
<br />= ff S
<br />i
<br />-
<br />72. 9,
<br />771Z.511
<br />71
<br />-
<br />�O,
<br />1 ,.1
<br />-
<br />9.31 12.3t
<br />Ia. 114,
<br />9.r
<br />12a"
<br />ifd. 118"
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<br />ANCHOR NOTES:
<br />I, ANCHOR SCHEDULE APPLIES IOALL PRODUCrS CERTIFIED HEREIN, BUT ONLY PROV DES
<br />MAXIMUMAUUOWASU! AN01OR SPACING, MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED
<br />IN SPAN SCHEDULE SMALL APPLY.
<br />2L EWER ANCHOR SCHEDULE BASSOON PANEL FASTENER SPACING.TMe EXISTING STRUCTURE
<br />MATERIAL, It ANCHOR TYPE SeLECT DSEQGN LOAD GREATER THAN OR eQUALT0 NEGATIVE DESIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER THAN Olt EQUAL TO SH UTTER SPAPILSELECT
<br />CONNICTIONTYPE BASEDON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
<br />SKET2FO IDENTIFICATIONOFCONINECTIONTYPE).
<br />3� PANEL FAS7ENEW ARE STUDS USED IN CON)UNC71ON WITH ALL MOUNTING EXTRUSIONS
<br />C'F* TRACK, STUDDED ANGLE, ETC.). USE 6,25' C�C, PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL--11"- AND "U"-HEADERS (INCLUDING BUI=kjT COMMON%)
<br />ANCHORS SMALL Of INSTALLED 114 ACCORDANCE WITH MAN RECOMMENDATIONS.
<br />4. UPACTUReRS
<br />S.
<br />HOLLOW at= MOST 15TRUCTME S ONFORM TO ASTM COO BLOCK.
<br />I'm
<br />6. MINIMU M eMSODMENT SMALL IA AS NO IN ANCHOR SCHEDULE.
<br />7. MINGMUM eMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCID FOAMt EFUCK, AND OTHER WALL
<br />FINS HEN. WALL FINISHES SMALL BE LIMITED TO 1/4* MAX OR SHALL k VEIRIFIED BY OTHERS TO
<br />ADE AIWANSFOR LOADS TO MOST STRUCT RE
<br />E
<br />S.
<br />ANCHORS NOTED HEREIN SMALL BE EMBEDDED TO UN 4WOKED CONCRETE ONLY.
<br />EXISTING STRUCTURE IS WOOD FRANUNG, EXISTING CONDITIONS MAY VARY, FIELD
<br />'4.'W7HA,T FASTENERS ARE INTOADEQUATE WOOD FRAJIUM MEMBERS, NOT PLYWOOD, FASTENING
<br />NOOD IS ACCEPTABLE ONLYFOR SIDE CLOSURfIFIRCES,
<br />10, WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMNS, FASTENER. SHALL BE LOCATED IN
<br />NTEROF NMNAL 2- X Ir (KN,) WOOD STUD
<br />pj$;4�GDGE DISTANCE IS ACCEPTABLE FOR WOOD
<br />FRAMING). WOOD 67UDSKALL BE SOUTHERN 6.0,55 OR GREATER DENSITY, LAG SCREW
<br />SMALL HAVE PHILLIPS PAN HEAD OR MR WAD.
<br />11 MOVABLE ANCHORS ARE: DEIW��r PANEUMATE. ALL -FONTS SOLID-SIET & BRA55 BUSHING.
<br />Lt. PM*EACKNE SCREWS SHALL HAVE 1/2 MINIKJMtNOAGEMENTOPrHREADSIMTKEGASE
<br />ANCHOR AND 14AY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDISWALK OOM U NO.
<br />13
<br />MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OP. arHER WALL FINISHIES.
<br />Is
<br />is LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON
<br />THIS SHEET,
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<br />SHEET NO.
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<br />1.5.
<br />
|