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ANCHOM
<br />SICTION UI &ALTIANKINE aim ON SWET
<br />ww'!
<br />r(D(SEE
<br />WIL 2) 1
<br />(ENOTPANEL)
<br />SEE NOTES 2. 3. 4
<br />jWT66'
<br />PANEL)
<br />Is
<br />NTEIDOR
<br />PANE
<br />MOIL PANEL) (EN��
<br />(INTERIM S 2' 114
<br />L-JA ... Li
<br />J_J_J_ L -1 -I-J-L.Ll- _J_J_ Ll-,4 L-IJI L 1JJ_L L -i-J.1
<br />A A :;� V:J�- _j _J_ 1- �L7 _j _j
<br />s SILE NOTE 4
<br />,:MAN 3
<br />I: M
<br />L ANCHORS
<br />_CnON EZI A, ALTERNATIVE OEM a" SHM Is)-
<br />EZ W/1
<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL (D SYSTEM
<br />ENGINEERING
<br />ENGINIMERING EXPRE1111186
<br />PRODUCT EVALUATION RVIPIORT
<br />6"Wer" 15, 2020
<br />ApiskedonNumber. 17M.1-Ft2
<br />FX Project Number. 20-31543
<br />Pro"Menufteclurger AD Arneelcon Shulters and Ohms
<br />Mignulacturer Address: t540 Dow Rood
<br />Wed Paim SnallI. FL 33409
<br />Product Nam & Description: 24p Galvemind S" Storm Prignels
<br />Lop Wasile In"d Resiblant
<br />Scopo of EvWuaftn:
<br />TWO Product Evaluation Report Is being issued in accordance with #0 regiukenneeft of Sam Flocift
<br />Deparmerit of Business arci Prohnsichat Regulalon (Figgrift StAft Commission) Rule Chapter
<br />81 G20-3-005. FAC.. for aigainiift acoppigence per tA~ I (d). The product noted above has IN00111
<br />NOW arxft evaluated res surnmerIM herein to show compliance with the Fkarlds Building Cods
<br />Seventh Eddw (2020) and Is. fw to purpose intended, at Itand equivalent to that r"Wred by far Code.
<br />Re4vaiggedw of Ifft product Wag be re"Irod followling pertinent Fkarlds SWIding Code amt"CWJ" of
<br />MVWWN.
<br />SubsiftnOdby Daft:
<br />EX drawing 020-3154 No 'Age Gakenized Stage! Storm Pwwb N" & Non-hVHZ)'. shoob 1-6.
<br />prepared by Engiriettring Express, signed & wealed by Frank Sonnardo. P.E. Is an Integral part of this
<br />Evehatim Rggpggn�
<br />- TEW REPOM
<br />UnNomn sisic Muck" pwbrmwm has been 1 - In accordance with TAS 202 best stermiseft per Int
<br />reporigia) MT-ASG-1 7-001 by S1sckws4gr Testing. Inc.
<br />Largs nisaft Intpeact resistance and cyclic loading peribreneram has been in accordance with TAB
<br />201 and TAS 203 test standards per had report(II) OBT4k$%17-001 by OMcbwoW Testing. Inc.
<br />Structural INVInesift colculadorge have bw prepersId which evskjaw Ow product bond an
<br />compared" andirIX rodgargall aralysie to quo* the folawing deep aliens:
<br />1. Maximum Allowable Spent
<br />2, MhWwm Allowable Ipans
<br />3. Minimum Glen Separation
<br />4. fivichor III, I -
<br />160 SW 121- Avelous SuiYa 106, DAIRFIEL 0 BEACm, FLotio* 33442
<br />(954) 354-0650 1 (866) 3.6-9999
<br />TRARGENotmeartiNoExpaess.com
<br />I A1011111MINGEXPRISS. CON
<br />MAN,
<br />MAIL
<br />PAND. LENGTH
<br />0 +/- 400 P...f.
<br />us
<br />OF 'I"
<br />VAX.
<br />_J
<br />Ia LAST PANEL(D TO BE INSTALLED AT EACH OPENING SMAJ L ALWAYS BE
<br />PROVIDE W1 REAR HANDLE TO FAC40ATE RISTALLATION F INTENDCO
<br />TO BE IWOM FROM INSIDE OF STRUCTURE. I
<br />F.F�, ;
<br />(1). 2W E-Z HANG STORM PANEL SYSTEM
<br />L ft'.L TRACKS TOP Be BOTTOM,
<br />(2) END PANELS SMALL ALWAYS BE CONNECTED 10 BOITOM TRACK
<br />OTHERWISE A STOP BAR QP SHALL. SE PROVIDED AT TOP Of SUCH
<br />PANELS.
<br />(3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />SMALL CONSIST OF 1/4-0-20x3/4- U.S. W/ 7/5-fe3/32- WING
<br />NUT OR L =4/Z; III.. THUMBSCREW INTO TAPPED BOTTOM
<br />TRACK FASTENERS WAY BE AT OTHER OF TWO
<br />EXTERIOR FIAT FLANGES OF END PAMEL.
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED To BOTTOM
<br />TRACK (L.. A STOP 13AR 15 ONLY USED AT TOP) AT LEAST TWO
<br />PANELS SMALL BE CONNECTED TO BOTTOM TRACK USK SPECS
<br />INDICATED ABOVE IN SUCH CASE, CONNECTION OF
<br />PAWLS 70ONOWOOTME %CX MAY OCCUR AT ANY PANEL LOCATION.
<br />t INSTALLATIONS OHL
<br />SPEED UP TO 170
<br />ENGINEERING
<br />Pop 2 of 2
<br />All American Shutters and One - 24p Galvanized Sted Storm Pwds
<br />No 33% Increase In allowable stren has been used In the dn& of this produCL
<br />Separation from gWft Is not required for Installardons oulakhe of wind zorm 4 and gessential boon.
<br />Impoct Resisan":
<br />Large Impact Resishince has been domonstrighig! n evidenced In prrAou* AWKI test report(s). and Is
<br />accourried for In ft w%onsefling deep of this Product.
<br />Mnd Load ReWsonce
<br />This preakid has tann deslirgad to realgat wind logads n Indicated III the spen sdwOuWs) an On
<br />respective Product Evelusborr Documerd 0.9. engirmer" drawing).
<br />Insbufflon
<br />This product sherf be kWaled In stict compliance with Its. respective Product Evaluslori Document 0.9.
<br />wonseding drowNW), along with *N Do Lipman a Owein.
<br />Product comporandr; shall be ofthe material p 11, inthat product's respective ProductEvaluslion
<br />Document #.a- ervineguirg; drovIng).
<br />Umladons & Condfflom of Uso.
<br />Use of Oft product ahall be in strict accordance with the respective Product Evaluation Document P.s.
<br />engnereft dreveirgo a noted herein.
<br />M suppadrq; host structurn " be designed to raM d superimposed be" and shall be of a material
<br />Isted In this product's respective anchor schoduls. Mod structure conditions which we not accounted Iar
<br />In Oft producit's respect" anchor schedule WW be dealtmed for on a atte-specift basis by a registered
<br />prohnions! onginser.
<br />AN ogagrworuaft ~ we ps in-, ently Installed shall be protected against corrosion, ocerherninedion, and
<br />War such dernage at sit times.
<br />This product has been designed for use, within aid gaugskis the High Veto* Hurricane Zone (HVHZ).
<br />Respectrully,
<br />Frank Bannardo, PE
<br />EMMURma Expagas'
<br />#PE0046549 I Cam Auth. 9885
<br />160 SW 121" Avairui SUIT* 106, 011NOIlLO BEACH, FtokicA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />TEAMS ENGINIERINOEXPRE SS. CON
<br />EnGimseftina ExpRess. cam
<br />I.M.H= -EW-1
<br />0
<br />Ile
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<br />L
<br />I r
<br />Da L
<br />ot. �T fv".,r
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<br />w.
<br />1111.1W. 1.
<br />A mouw NXTION
<br />U)
<br />rm X C= H
<br />wrL
<br />Is
<br />Co, �Z 3 Ari:.L
<br />20-31547
<br />Mir_ ---=L4/
<br />.,.I fftwomwl %.,N, W!1. k
<br />INSTALLASION DETAILS FOR SERIES
<br />INTO POURED CONCRETE. CONCRETE
<br />2000 E-Z
<br />BLOCK
<br />HANG STORM PANEL
<br />AND WOOD STRUCTURES
<br />CONCRETE Bum
<br />leounw.
<br />4 Tom
<br />-i4cZw a ir D.C.
<br />1/4-11 TAPICON 114.11 HEX HEAD nX
<br />ANCHOR 9 12' D.�. FROM
<br />NIX 1190 TIK
<br />Is FROM
<br />EOWN
<br />64'
<br />WK or
<br />9
<br />1/2
<br />TO GLASS. POP
<br />To wegs.
<br />.a,
<br />RNET
<br />V, Lialm
<br />PAWL
<br />I
<br />MAX
<br />pAND, LIN" Is
<br />14 Mkv
<br />_CD
<br />I TO CLAW.
<br />OF V
<br />'0-20N2* or V
<br />0.
<br />/4 PCON NOW
<br />0 12, D.C.
<br />1/4*0 TAPOON
<br />ANCHOR # ir ic,
<br />CONCRETE OLD"
<br />"cau'",
<br />2*.4' 0000
<br />REDURM
<br />SCALE 3/9- 1
<br />AN HIM
<br />LTERMTM IEZI.W
<br />SCALE 3/11-1-
<br />�J!Yo
<br />EN *'..
<br />It-
<br />.
<br />4
<br />.4
<br />"In 7101= INC.
<br />FLOMOA OUNILINNIG CODE (Man High Velocity Nu
<br />24 SAM GALVANIZED STEEL WORM PANEL
<br />one Zone)
<br />ro.
<br />on" W.
<br />1. INSTALLATON ARE ONLY VAUD FOR MAX. A.S.D.
<br />PRESSURE RATM +/- 40.0 p.a.f. AND
<br />SYATE
<br />/T Lill C 0 \ MOM PROTECTION PRODUCTS. 11C
<br />PANEL LENGTH.
<br />2. FDA NEW WOW FRAME CONSTRUCTION: WOOD
<br />..
<br />`=
<br />.1011 &W s PNW
<br />10ML R. 3331.
<br />am
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC
<br />.........
<br />"4)Wl-VMC M Is"Nee-M,
<br />20-175
<br />DENSITY OF 0.55 OR EOUAL
<br />0"Hue
<br />a.-01,04110
<br />cRum NN
<br />IS"al
<br />ff ALL AMERICAN SHUTTERS AND GLASS
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)
<br />W
<br />WIDTH UNLIMITED
<br />�--(P!!RP. TO PANEL SPAN)- -I
<br />TOP MOUNT (CONN
<br />T ,
<br />-
<br />TYPE AS REQD)
<br />,/-OCILTSWITHWASHI
<br />WINGNUTSFASTENI
<br />OVERLAPS 0 MIDSP
<br />APPROPRIATE SPAN
<br />PLAN VIEW
<br />BOTTOM No NY
<br />(CONNTYRIgAr
<br />REQ'D)
<br />MYSEATT 0.31
<br />(!)TYPICAL VERTICAL MOU'N"TE'EVATION
<br />V%.V N.T.S.
<br />ELEVATION
<br />TOP MOUNT
<br />11 __
<br />LMM
<br />RECYD)
<br />BOTTOM
<br />_;;L�TION
<br />C
<br />r4.4cuNT
<br />(CONN TYPE
<br />AS REQ'D)
<br />9STRUCtIO
<br />(LOCATION 0
<br />L1
<br />1
<br />1 1 1
<br />1
<br />BOTTOM MOUNT (MM-/
<br />Unfix
<br />TYPE AS REq.D)
<br />($PAN BELOW
<br />OBSTRUCTION)
<br />PANILS MAY BE NOTCHED AS REQUIRED.
<br />PROVIDE13 THAT CONNOMONS AND
<br />OPTIONALW-20 STITCH
<br />BOLTS WrrH WA$HlReD
<br />ANICHMSARE 11,11,11 1A S
<br />WINGNUTS FASTENED 0
<br />,.�l
<br />SPANS ABOVE S BE[ OW I "!I
<br />OVMLAPS 0 MIDSPAN (USE
<br />ROPRIATE SPIN TABLE)
<br />VERTICAL MOUNT
<br />ELEVATION
<br />/-2"\ (NOTCHED PANELS)
<br />N.T.S.
<br />\..l
<br />ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GAUGI PANELS
<br />WAN bUNWULL NU I tb:
<br />1. VIM SPAN SCHEDULES WITH NEGATIVE
<br />DESIGN LOAD & PANEL FASTENER SPACING TO
<br />DETERMINE MAXIMUM ALLOWABLE STORM PANEL
<br />SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH
<br />POSITIVE LOADS LOSS THAN Oft EQUAL TO
<br />NEGATIVE DESIGN LOADS.
<br />2. "PANEL PASn"§W ARE STUOS USED IN
<br />CON)LOCTION WITH ALL MOUNTING IXTRUSWkS
<br />(*r-TR4CK ' STUDDED ANGLE. ETC.). USE Car
<br />O.C. PANEL FASTENER SPACING TAKE VALUES FOR
<br />ALL 'H'- AND -U"-WAOM (INCLUDING BUILD Our
<br />CONDITIONS).
<br />3. LINEAR INTERPOLATION RTWM LOAM IS
<br />ACCEPTAIN.R. DVHFAWISE Use NUT HIGHER LOAD.
<br />GLASS SEPARATION NOTES:
<br />1. UM SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE
<br />MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED.
<br />2. SCHEDULE IS REQUIRED FOR Use WITH POS111VE LOADS ONLY.
<br />INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NIEXT HIGHER
<br />LOAD
<br />3. FOR INSTALIJITIONS OUTSIDE OF THE HVME AND OUTSIDE OF ISSINITIAL
<br />FACILITIESINAStIRWIROMESITHROUGH THIGLASSSEPARATION
<br />011,
<br />XHWM is NOT REWIRED "a no "fin. SEPARATION ",ON THE
<br />mmmommisotmumw.
<br />I
<br />W VARY)
<br />MAXIMUM ALLOWABLE 1
<br />'es
<br />DESIGN PRESSURES: i
<br />F-S, -NOT-IN DESI.Nj
<br />DESIGN NOTES: I "TULES
<br />"IT ATIVI DLSIM�r ,CILAIID
<br />roe Ur
<br />TP
<br />1, SYSTEM 9 E C�%
<br />TO 94
<br />N , PER
<br />SEPARATE ENGINEERING PDA
<br />CHAPTER
<br />OR %�Y�THTEO THPPOSONVLEDIORR NCEOGDATISNEADLELIREGILESS THAN
<br />ASSEMBLY AS SHOWN.
<br />GENERAL NOTES:
<br />VISIT ECALC.1013150
<br />-4,
<br />@Z;=�2WABLE SPAN SCHEDULE
<br />7
<br />ri-W1411211 to] W is U it-ILI [e] A t�l 14 11 (aC211-IL-31
<br />P.IV 4 1,
<br />mm )M.10. 11;�
<br />w1i I I
<br />INUN Au.0"AdAl W" SNAID ON ANY COMONAtION OF NDVNYV`G
<br />PARM Le"KrYtt, UM 'HAN Y"c" mam IN TAW AACM ANI NO
<br />15 AM1.00 *�" WAK UAGN 15 ORIA"It II" �T WIN M
<br />1CNA&C,I
<br />IN NA IAAUXKff MOVIN'S IN vote ANOVI. WHIN SM CLOSVNIN W NOT
<br />NN, I`oUXING cowmcft SNO" IN THP10 ONMIANNI.
<br />o I NAft lw�
<br />W.
<br />�NVMI IN.
<br />.1 - ==144ar
<br />WACIM .0ANC"
<br />ANINK eal"CeIr' 10
<br />taom P.M)
<br />@MAL CGUSS PANEL DETAIL
<br />FASTENING
<br />I
<br />M2 "WhootDoia -I
<br />f, t;
<br />kof
<br />N
<br />.2 2SO* 0094' -2 290"
<br />a 0.790, gi
<br />W -0 625'
<br />Jh 115 GA
<br />TYR 'ij TYP T
<br />I �'12V'j )'094.
<br />2 111"
<br />r 3 8i O's.
<br />4"
<br />_4
<br />DS'.
<br />�0,30494' �4 4
<br />D6
<br />HLa.
<br />1930" A30' ""a 27"111 gel
<br />2." a ac r, Tn;v
<br />.03W 2D00'
<br />030" 1000 2510, T,
<br />oy-m- my -A&
<br />0313,
<br />9�-I.3101LSMWWO' -1.560' sic 0.36;4 0."
<br />0 75 iss.
<br />12.5W'PANILCOVEPAGE .1 IN
<br />14.075' PANELLE
<br />-IFT-T
<br />a,
<br />T- DOW- 27MI 13
<br />4-0.09cp Ito. 3WJ
<br />ryp. TYR
<br />OAII7
<br />ORA W. 0 I.M.
<br />UIC
<br />A
<br />T NAY. Id
<br />till
<br />14DO
<br />OVERLAP gig
<br />4' MA X. 00"FACLOWAIMAIL I
<br />2r MAY.
<br />MAX.
<br />ULJ
<br />N M bVILD-OUT
<br />yz1wI..1 OVAVN� *�'All DISTANCE
<br />0 g37�j
<br />LAP
<br />..DAVAA.Y.
<br />emeD
<br />LOW
<br />RLAP 3 629Y
<br />25' MAX.
<br />MIN
<br />ISOV
<br />MAX. MIN. ow V, 1. 11 1,. 1�
<br />L
<br />Sea
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANELS; PANEL FASTENERS 0 tZ 5"O.0
<br />2.5" Mal! DISTANCE
<br />MAX
<br />AOCNOR PREMS9
<br />TYPE trim
<br />VIA Ur TO V!Q!
<br />UP Tq r-07 IPPA up To vr-gr
<br />Come Type
<br />1 C2 C3 C4
<br />Calfli TYPE
<br />CI C2 C2 C4 0 C2 0 C4
<br />is
<br />DINALTU"MON
<br />40
<br />$a
<br />12
<br />la.V'
<br />16.0, 2+711
<br />q,*1
<br />ILS" 16.0', 10.21,
<br />6.81, 12311
<br />16.0- 9.3-
<br />!.g.
<br />Wal II.WL
<br />& 0.
<br />Mr. 36.0., &a"
<br />Ls- 12.5',
<br />16.0, &1.
<br />S.S..
<br />11 W,
<br />12.r
<br />is or, 20, 1-1
<br />I6.q- 2.3-
<br />A.
<br />L3'
<br />f.77-4-i-21-ITI-6191
<br />IMIM_V"
<br />3.4' 12.3"
<br />IS& &1-
<br />1_4"
<br />5.4"
<br />Ij5'
<br />6.01' &1'
<br />5.4*
<br />ILS" 264' 0.1"
<br />5.4" 12.5"
<br />16.0' &1"
<br />$.A",
<br />331
<br />DEWALT ULTRACON +1
<br />40
<br />52
<br />YZ
<br />a V'
<br />IF.V'14LIr'IILo'22.9"
<br />141.0" 15.0"
<br />12.3" 12.5"
<br />14.0' 11.4"
<br />10.7"
<br />UE
<br />ff0j&V
<br />UP'
<br />IZA " `-I ,
<br />123'.
<br />Is IC
<br />R7
<br />71. , #4 If Par
<br />1�.-
<br />tz,r-
<br />360. 33'r,
<br />itAyl
<br />xu.aElj�t q.3r_TFg1
<br />lea# ILMH
<br />pr
<br />Iz.r
<br />SiLces livirl
<br />%r
<br />*.S- 12.5.,
<br />1640M aLholf
<br />e.g.
<br />I-
<br />41
<br />68
<br />92
<br />?
<br />12.!r.
<br />4fiz, 1&cr.
<br />1LD,
<br />Iz.511 Id.011115.7"10.4" 12.5"
<br />11.0' 14.0"
<br />ii,g"
<br />il.911
<br />ISO, 1&0"
<br />Is, I.
<br />iz.5.1 MO., Mr,
<br />I
<br />!W�
<br />11.5"
<br />ISAY'116"13.3"
<br />16.0" 14,4"
<br />12.W'
<br />1Z.5" 1 12,1"
<br />11.1" 1:
<br />1. D; I F
<br />f
<br />26.01 ILT,
<br />Ia..
<br />2 ALMIT 41
<br />is
<br />41
<br />4.
<br />x 52
<br />7&
<br />12 5`1
<br />12.91,
<br />is V1 is 011
<br />is 0.
<br />1& 6 16C. e--. �! 1
<br />Ifix"
<br />is., 1, 1.
<br />1,
<br />it.
<br />N. -
<br />ALL
<br />M. :
<br />,
<br />ofir I Ap L/W C`0CD 3
<br />41
<br />IS
<br />52
<br />72
<br />40
<br />52
<br />Za
<br />6.29,
<br />4,21"
<br />6.25-
<br />czr*
<br />11.r
<br />40.1"
<br />a 1.
<br />7.3'
<br />as"
<br />23.1"
<br />7.2 &2$" 5.4"
<br />&Is-
<br />4.2sr"
<br />4.2f*
<br />6.25
<br />12.2`1
<br />T1
<br />%Ix-
<br />10.
<br />1k -
<br />is,
<br />25 6*
<br />46231
<br />-$.Is,-
<br />GA
<br />4.1
<br />I- 1W -1.1 33
<br />49
<br />sz
<br />71
<br />N
<br />13.r
<br />_Z
<br />3,;
<br />f
<br />D 11" g. 1" 1 4. 4.0" 1" Ia" 1 4.0
<br />1
<br />545" 10.7" 4. 1" 1 4.01' �23` 10.7" 4�1*' 4.0"
<br />6.2r*
<br />1
<br />4...
<br />6.25" 19.7" 41" 4.&� &2S' IOL7* 4,1" 4.0"
<br />Is
<br />ALI KIRTO GOLID SIT 41
<br />5z
<br />2213'.
<br />1A.W. 1.11-1131.1e,
<br />11.31* Iaz, 0 7" 7.r 2'. 10.0. &?� 'C"
<br />12151
<br />16,01, 11.3"
<br />orn,V'
<br />36.13" 74" -6.3" 2t_5 Is. V 7;8*
<br />IZ.5"
<br />16.0" 9.7-
<br />7.0'
<br />11.5" 16.0" 7.7" 6.2" 221" 16.D' 7.V 6.2"
<br />12.5,
<br />1 0.91
<br />7.7.
<br />26.0', 7'r dzi
<br />30&� 7.7" Ll" 1 921-1 16.0. 7.71 Il.,
<br />AM- . 1 1/1' INVID 3'
<br />H-All 1AIII-1
<br />C, I-
<br />W
<br />6.151, 1L.311 4.41. 4.1- S.IS" 10 11.1 31"
<br />13 IF
<br />4.0.
<br />9'f.- 3 6. Call 3.31,
<br />Gas 9.
<br />6 as'
<br />11.57 4.4"
<br />ILI'1&2
<br />" %2 ts' 13" 0,2 0.2" IS' 1 23
<br />%V '1"
<br />3.
<br />ex IS,
<br />.,A. feledle
<br />r
<br />MAX Oman
<br />ANCII011 ORUNRE
<br />TTPs
<br />CME ript
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<br />CI Cl C3 C4
<br />214.. IF Iman, 32
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<br />46
<br />III
<br />71
<br />12.r
<br />MCI' 1&0*
<br />Ice' 12.9-116.0"
<br />11#.*" 7.5-
<br />12.r
<br />16.0- 16.0" 6.r'
<br />LZ 9"
<br />Id.al 1&0*
<br />&r 11.3`111G.W1
<br />Lsm" 6.1-
<br />12.v,
<br />Id.D& 144019 Gjail
<br />12.1.
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<br />II.T'
<br />4! , 1&0*
<br />14AY' 1.4.7-
<br />V* ll.V�
<br />60- Il.r
<br />144"
<br />I&A"
<br />14.7' 0'
<br />14.7" 2:
<br />"'T
<br />1',, 6
<br />N !c,
<br />111. 1 Wr CMGCD 33
<br />WOOD SCREIV 41
<br />32
<br />72
<br />12.F1
<br />14tc# 14,0F
<br />12�L 12.5-
<br />&L
<br />jaqjfj 2ioN
<br />Jay.
<br />IN If;
<br />L2.5"
<br />14.01' 1*%-
<br />&1- MY'
<br />16.0"
<br />0.7" 5.6'
<br />:2,T'
<br />16.0- 9.7- 5.6"
<br />".T,
<br />L2.5,
<br />1,. 11,
<br />::C: ",:0
<br />I a I 1,
<br />IG.&I P.O.-
<br />70, Iaswl
<br />6'4' 12.3"
<br />314.
<br />16.01,
<br />15.0"
<br />1610*1
<br />;,d"
<br />D.G,L S.6*
<br />;�;
<br />I -
<br />22.T'
<br />I . ;, ..
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<br />26.0' 1.f* $16111
<br />11
<br />I" CRIP TWI
<br />'52
<br />72
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<br />Mr,
<br />MY'
<br />Ical 113,
<br />16.0" ILA'
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<br />II.T*
<br />11,1'1
<br />10,01,
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<br />all"
<br />I" itigitiS
<br />12.7'
<br />12.5"
<br />26.0" 10.2"�
<br />9.r
<br />a, 911"
<br />L,2511
<br />II.Irr.
<br />164011 10.
<br />24 W, 9.
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<br />Itl
<br />?/IV.. Irr a,-
<br />.1, I'VNIN ",Veo, 41
<br />WOOD IVF INC 41
<br />51
<br />cm 72
<br />1.0 3 4.
<br />tz.rl
<br />3601 701,
<br />IZ.11
<br />4
<br />'12' -
<br />; �.;:
<br />V*
<br />I 1!
<br />-HIF
<br />12.1- 4.?" 4C
<br />5.21"
<br />224' 44?"
<br />0.2r,
<br />12.1- 4.7" 4Z'
<br />ANCHOR NOTES:
<br />I . ANCHOR SCHtOUU5 APPLIES TO ALL PRODUCTS CORTIFIED HEREIN, BUT ONLY PROV I DIS
<br />MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM AULCWABU! $PAN$ AND PRESSURES INDICATED
<br />IN SPAN SCHEDULE SIALL"PPLYBASIED ON PANEL FASTENER SWIM, THE ensnrar sYRUCTum
<br />2, ENTER ANCHOR SO`MU
<br />MATERIAL- I ANCHOR TYPE. SELECT DMGN LOAD GREATER THAN OR SOUAL TO NEGATIVE DESIGN
<br />LOAD ON SHUTTER AND SELLKT SPAN GWTl;LrKAN OR EQJAL TO $11MERSPANSELECT
<br />CONNECTION TYPE BASE13 ON APPROPRIATE MOUNTING COMMON (SEE MOUNTING DETAILS ON
<br />. 'PA N TON ALL
<br />(W-TRACK, 571,00tO ANGLE, ITC.I. USE 6.21-O.C. PAIYELFArMNERSPAONG TAB VAUJISFOR
<br />ALL 'H'- ANC�Ui�49UADERS CtOING SUILDOUT CONDITIONS)
<br />CHO Se IN%N
<br />4, AN TA OINAIZCOROANCEWrrHKANWFACrtJRERS'UMMMENDATIOM.
<br />S. HOLLOW BLOCK MOST STRUCTURE SMALL CONFCRM TO ASTM COO OLOCK.
<br />G. MINIMUM EMBEDMENT SMALL BE AS NOTED IN ANCHOR SCHEDULE.
<br />7. MMMUM EMIGIOMENT AND RIDGE DISTANCE EXCLUOtS STUCCO. FOAM, 5FUO(, AND OTHL44 WALL
<br />N Has, WALL PINISM99 SHAU BE UNITED TO 1/4' MAX OR SHALL It VeRIFIED BY OTHERS 70
<br />ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE.
<br />0. CONCRETE AN04ORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY.
<br />, WHERE EXISTING STRUCTUREIS WOOD FRAWNG, EXISTING CONDITIONS MAY VARY. FIELD
<br />4.FY THAT FASTENERS ARE INTO �MATE WOOD FRAMM,MEMBERS, NOT PLYWOOD. PASMING
<br />TO PLYWOOD IS ACCIPrAKE ONLY CLOSURE PIECES
<br />10. WHERE ANCHORS FASTER TO NARROW FACE OF STUD FRAMING, FASTENORSKILL BE LOCATED IN
<br />CENTER OF NOMW 2* X 4' (MIN. WaD STUD Vj. EDGE DISTANCE IS ACCEPTABLE FOR WOOD
<br />FRAMING). WOOD 670D SMALL BNOUTHERN & G-0.55 OR GREATER DENSITY. LAO SCREW
<br />SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD.
<br />" REMOVABLE ANCHOR$ ARE; DeW!!� PANILMATI, ALL-POIVTS SCLID-SET & BRASS 10HIN
<br />li M0V:H1NE SCREWS SMALL HAVE 112 MINIMUM ENGAGEMENT OF THREADS INTO THE USE
<br />ANCHOR AND MAY HAVE EITHER A PAN HUD, TRUSS HEM, OR WAFER HEAD DeWAVOU
<br />MINIMUM EM UCCO OR CTMV
<br />13. BEDMENT AND EDGE DISTANCE EXCLUDES ST It WA LL Fj JSQU N.O.
<br />14 , = DESIGNATES ANCHOR COMMONS WHICH ARE NOT ACCEPTABLE USES.
<br />Is. * DIRECT mcuNnM coNoTTx;N5.
<br />16 LINIAR INTERPOLATION 13 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON
<br />THIS SHEET,
<br />10
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