|
- __ 1 11", : E,1111171.! �- I : . , .9! 1 � I' I , 11' - , I
<br />I VT14 ;t
<br />.4
<br />_1E11/181
<br />11�EZIW/le (SEE am" i2l a ALWAAW4 EzIW ON SHEEr
<br />2)
<br />0
<br />SEE NOTES 2, 3. 4
<br />A
<br />I _L
<br />_L_
<br />_L_A_
<br />�P
<br />E�)
<br />H
<br />o
<br />EL)
<br />(INTEMOR PANEL -T-r-r-r-TTI
<br />(FWD PANEL)
<br />SEE NOTES 2. 3. 4
<br />RR
<br />PER
<br />OF *L
<br />MAX
<br />MAX.
<br />PANEL LENGTH
<br />0 ./- 40.0 P-t.
<br />LAP
<br />us
<br />OF 7L
<br />WJJ- L IL J J_ 1, L JJJ L L JJ_ L_L-�
<br />A
<br />NOTE A-
<br />3-
<br />SEE 1. Mw
<br />L_. 3 L(I)W/@ iwTE 3
<br />ANCHORS
<br />j- -DOM EZI At ALTERNATIVE EZIW ON SKEY Is) -
<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL (D SYSTEM
<br />NIP
<br />'J=Ijke�m
<br />ENGINEERING
<br />ENGINEERING EXPRESNO
<br />PRODUCT EVALUATIom REPORT
<br />ApplicallonhituriDw. IM9j-IR2
<br />EX Project Number. 20-31543
<br />Product Manufacturer AN Americarn Skagens asx! Glen
<br />lulamulactuntrAddress: 11540oomut Road
<br />Wed Palm Beech, FL 3340
<br />Product Nams, & 0sacriptlon: 24ge Galwafted S" Stomn Panels
<br />LNPMW*161mpodRodebrit
<br />Scope of Evalmdon:
<br />This Product Evaluation Ftopod Is beft issued In 60cmdance vft the requirownents of the Florida
<br />osparbrient of Business, and Priskedwall Reriblw ftrido Building Commission) Rule Chapter
<br />SIG20-3.ODS ' FAC., for sbftwklo @CO@PtWM Par MeNted In. The product noted above has been
<br />toned andror evskindect BE summarized herein to stow cormilaruce with the Florids Building Code
<br />Severft Edition aM and It. for the purpose Intended. at Ised equivalent to that reciulred by it* Code.
<br />Ro-arshistion of this product shall be requited MWA% porfireot Florlds SuAft Code modifications; or
<br />reww"Is.
<br />Substandeft Dab.
<br />A PRODUCT EVALUAIM DOCUSE11111111I
<br />EX &WAiM =41543 Wed '24ge Galvenized SMEW Skorm Panels 01� & Nw~w. sheft 1-5.
<br />prepared by Engineering EKp-. sigried & stated by Fnm* Bermardo, P.E. Is an Integral part of ft
<br />Evoluation Report
<br />. Tw REPOM
<br />Unifornn stak shichwal performance has bow tastad In socordence, with TAB 202 tog SWWafft par tM
<br />mpor*) OBT-AW1740 by NoetwoW Testing, Inc.
<br />Large mballe Impect resishince and cyclic, leading parlemnswe has been tested In accordarcei wilill, TAB
<br />201 and TAB 203 less standards per test report(s) NOT-AMI 7-001 by Slackunder Testing, Inc.
<br />- BUILICTURAL ---
<br />Structural wVkwwft havebeenpoepat which evalwate the product besed on
<br />cwmmmfto wWor r� analinslis to qua* the teaming design criteria:
<br />1, Maximum Allow" Spent
<br />2. Mkilmunt Allowable Spere
<br />3. Mimmsm Gins $operation
<br />4. Anchor Spacing
<br />160 SIN 121- Avthua SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 3S4-0660 1(866) 396-9999
<br />TEAM 0 ENG1011111RING EXPKESS.COM
<br />ENGI*1f*INGExPR1sS.CON
<br />I* LAST PANELQ TO BE INSTALLED AT EACH OPENING SMALL ALWAYS BE
<br />PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED
<br />TO BE 94STALLM FROM INSIDE OF STRUCTURE.
<br />NOTES ;
<br />(I). 20DO: E-Z HANG StORM PANEL SYSTEM
<br />+ CO.I. TRACKS TOP & BOTTOM.
<br />(2). END PANELS SMALL BOTTOM IRAICK
<br />OTHERWISE A STOP Z*81 -KCINM�TO AT TOP OF SUCH
<br />PAWLS.
<br />(3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK. CONNECTION
<br />SK411 CONSIST OF 1/4-0-2Ox3/4- hLS. W/ 7/6-093/32- WING
<br />NUT ORL =4/;4 Min. THUMBSCREW IMIO TAPPED BOTTOM
<br />TRACK. FASTENERS MAY BE AT OTHER OF TWO
<br />EXTE" FLAT FLAMM OF END PANEL
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />TRACK (I,*. A STOP SAR IS ONLY USED AT TOP) AT LEAST TWO
<br />PANELS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS
<br />INDICATED ON NOTE (3) ABDUL IN SUCH CASE, CONNECTION OF
<br />PAWLS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION.
<br />t INSTALLATIONS ONLY VAUD FOR WIND
<br />SPEED UP TO 170 ITI.p.h. I
<br />ENGINEERING
<br />Palle 2 oF2
<br />All American Shuners and Glass - 24p Galvanized Steel Storm Panels
<br />No 33% increase in allowable stross hoe been used In the design of this product,
<br />Separation from glazing is not recluked for kmbftftm Outside of wind zone 4 NO ~*d bdNa,
<br />knpect Resisance.
<br />Large Impact Resistance has been derrNmetrauxi as evidenced In previoustj kled last report(s). slid Is
<br />accounled for in go engineering design of this product.
<br />Wnd Lo" ReWsonce
<br />This product hist been delignod to resist wAnd beft as Wickabod In the spen sdw**s) on On
<br />respadve ftoduct Evaluabort Documert Q a. engineering drawing).
<br />hisalleftn
<br />This product SIMON be irwww in am compliance with its respective Product Evolustiort Document 0.0.
<br />engineering dreAft), along with all components noted therain.
<br />Product componerat Whad be Blithe mateft spedliked in that prodiwors respective Product Evalusbort
<br />Document #.a. angineeft drawling).
<br />UmNsWons & Conditionit of U80:
<br />Use of Oft product thal be In strict accordance with the respective Product Evalusion Document 0.9.
<br />enoneeft draming) as noted h"n.
<br />M supporting host strucames WW be densgrad to re" &I supwirnposed beds and shal be of a material
<br />kW in this prodpora respective VOW schedule. WEE structure conciftions which we not owwriod for
<br />in this productis respective anchor schedule WW be clesigned for on a slia-specillic banks by a registared
<br />prot-sic" Imaineer.
<br />AM compments ~ we pwmwwft WOMW shall IRS g against Corrosion. mtw&wftn. and
<br />Ww such deffunge st all drnw.
<br />This 1, , I � , has been designed for use Within wW outside t1w High Valoft Hurricane Zone 04VIC).
<br />Respectfully,
<br />Frank Bermairdo. PE
<br />Ewwarma MaDWSSIR
<br />#PEOW549 I Cam Auth. 9985
<br />160 SW 121- Avitout SUITE 106, DIERFIfLO BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />TIAMOENGINGIALINGEXPRESS.COM
<br />ENG11011RIaGEXPRESS.Com
<br />I T 1.
<br />.91- V r I rT11 T_
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<br />D~FNW #a
<br />t 20-31543
<br />w
<br />==Yl : 11 11
<br />�TAJL
<br />It
<br />INSTALLATION DETAILS FOR
<br />INTO POURED CONCRETE. CONCRETE
<br />SERIES 2000 E-1
<br />BLOCK
<br />HANG
<br />AND WOOD
<br />STORM EMEL
<br />STRLICTURES
<br />7.
<br />rsoum
<br />mom a Ir Due.
<br />1/410 TOP" 14.1* NO WAID TER
<br />J140' HER TOE
<br />ANCHOR 0 12, OZ. False
<br />EDGE OF
<br />ICNEW 0 FROM
<br />EDGE ore
<br />4�
<br />9
<br />66.
<br />�2
<br />-4
<br />TO CLASS. U. pop
<br />RE,
<br />RIVEr
<br />tie
<br />MAX
<br />MAX
<br />PANEL LENGTH
<br />I!- BE
<br />" 0-2ftr
<br />TO GLASL
<br />a '70-
<br />OF -V
<br />/4'0-20d' or
<br />OR
<br />1/2
<br />_Y4;��.
<br />ToCoN Atom
<br />Ole.
<br />IMPOON POURED
<br />-PLAlE
<br />st 'r C.
<br />st 'r OR
<br />CONCRETE BLOCK
<br />REOUIRED.
<br />ADOU01011
<br />WALL MDLbffL%dG
<br />=ON M
<br />SCALE 3/8-1*
<br />ALTMMATM
<br />E21k
<br />SCALE 3/8-1'
<br />EN
<br />FLOM
<br />BUILDING; CODE Clilon 11119h Valooff I *j
<br />one Zone)
<br />MIN. PANEL,L��
<br />0.4
<br />oxw RUIZA, W.
<br />24 GAGE GALVANM STEEL STM PRIEL
<br />P.P.
<br />DRAWN IN:
<br />14 INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. DESIGN S
<br />PRESSURE RATING +/- 40.0 p.0. AND 6'-0" VAX
<br />STATE
<br />w'v-lmn
<br />PAM LENGTH,
<br />ILIECOomic.
<br />\GL0"LPRMCMI`R0wJM LLC-
<br />2. FOR NEW WOOD FRAME CONSTRUCTION, WOOD
<br />snw
<br />MAL n. 3331 4
<br />MEMBERS TO SE SOUTHERN PINE No 2. W/ SKC*X
<br />PAN=- �_ up SM-1w
<br />ftac- (W)MR-Two. r- O.XA�RrP
<br />20-175
<br />DENSITY OF 0.55 OR EOUAL
<br />04-0%Wlo
<br />1w,
<br />ALL AMERICAN SHUTTERS AND GLASS
<br />4ga GALVANIZED STEEL STORM PANELS (HVHZ 8L NON-HVHZ)
<br />WIDTH UNUMITeD
<br />�-(DERP. to PANEL SPAN)
<br />OPT]IONAL 0-20 STITCH
<br />"`L'S V", M WASHERED
<br />WINGNUTS FASTENED 0
<br />OVERLAPS 0 MIDSPAN (USE
<br />APPROPRIATE SPAN TABLE)
<br />BOTTOM _MT
<br />(MEIN TYPE ASJ
<br />L
<br />91-
<br />MY BE AT 0.375'
<br />& BOTTOM
<br />t-l'"N TYPICAL VERTICAL MOUNT ELEVATION
<br />ELEVATEON
<br />TOP MOUNT
<br />(As Ty
<br />LITHO;
<br />RfQD)
<br />(SPAN ABOVE
<br />-TRLCnON)
<br />BOTTOM MC
<br />_09STRUCTION
<br />(LOCATION MAY VARY)
<br />TYPr AS REQ'D) DESTRUCTION)
<br />PANELS MAY BE NOTCHED AS REWRED, � OPTIONAL YV-2D STITCH
<br />PROV[ DED THAT CONNECTIONS AND BOLTS WITH WA$HWD
<br />WINGNUTS FASTENED 0
<br />AACHM AM USED ��Mtz OVERLAPS 0 MIDWAM OUSE
<br />APPROPRIATE SPAMTA!1LEI
<br />VERTICAL MOUNT ELEVATION
<br />/_2�\ (NOTCHED PANELS)
<br />\,.V N.T.S. ELEVATION
<br />BOTTOM
<br />0 G P'
<br />lVDI
<br />TOP INT
<br />AS REQ'D)
<br />HT (MM-/
<br />($PAN BELOW
<br />MAXIMUM ALLOWABLE
<br />DESIGN PRESSURES:
<br />FAS WrW IN DESIGNI
<br />DES1IGN NOTES: I SDiEDULES,
<br />ITIVE AND U INED WFITID
<br />05E WITH S at _R
<br />SE ' ENO INEERM IN ACCORDANCE THE I
<br />N Ell AS I
<br />MET D CHAPTER
<br />N
<br />LESS THAN
<br />ISM OF THE DA BUILDING CODE SHALL S
<br />OR TO OIL NEGATIVE OESIE
<br />P URE CAP VALUES LISTED MEMN FOR ANY
<br />ASSEMBLY AS X
<br />GENERAL NOTES:
<br />MSPW NjS KIM DESiON FAA.A
<br />Cr It
<br />ACC %RRI, U, PTRANDSHAUSE W.I.
<br />A-RTECFT - I- I" N'
<br />111VIKIN SOTTIMN ?a R USE INSIDE AN. M. &Tffl..., 1.
<br />,37
<br />r- T1
<br />11V I MAY REQUIRE
<br />I HAS OEM USED IN T146
<br />2DA THE PROILCT
<br />WH 8
<br />NEeRIMr
<br />AN. T.
<br />RSPANCALCULA
<br />MWE41
<br />I. ME AS
<br />M AND DOES NOT P OVIDe
<br />! coflOrTIONS DIFFERENT FROM
<br />LILA
<br />120 INGIRf&ROR MCSTERED
<br />CUMENTS IN
<br />=59
<br />BASED ON MUM TESTED
<br />5 MAY &E MOUNTED VERTICALLY OR
<br />710 HEARIN SMALL BE SKMOE4) TO
<br />LotRrALLCOMCKMARCHORSPER
<br />To
<br />IFORSISLATOINSUL0111"PROTOCTAU,
<br />AT ALS,
<br />..r
<br />IIT.V AS
<br />..��T.Du
<br />MS T"IS INGUMDOI FOR Mr3arms
<br />ELLLATE FEES AMULTING MA
<br />Oh,Nc*T%Ug&N FRAMES OEYOND THAT
<br />At, I� DOOM 6 M M
<br />NBREIR, NO
<br />IONSAR61UTENOW.
<br />S,=NAMARKIN
<br />W 15 CERTIFICATION
<br />ML
<br />(1) LABEL
<br />3RICA PRODUCT APPROVAL NUMBER
<br />VISIT WAI.C.104,
<br />Fj
<br />05
<br />Z109"
<br />6
<br />2
<br />I
<br />WABLE SPAN SCHEDULE
<br />TOP MOUNT
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />12C 2V I 2r I T 2wr 2r I 2r
<br />24 GAUGE PANELS r
<br />31"
<br />MINIMUM STORM PANEL SEPARATION FROM GLASS
<br />(NVHL WIND ZONE 4 & ESSENTIAL FACILITIES)
<br />I - * t
<br />MAXIMUM Zr IT* 3r Zr 11' 31'
<br />DES" ALLOWABLE INSTALLATIONS LESS INSTALLATIONSGREATER "Repo
<br />SPAN Kmwd THAN 30' ABOVE GRADE THAN 30- ADM GRACE
<br />(e (PSF) it it
<br />V-30 Iwo 1. 6461" 246
<br />I we sAffix, D. - COMMINATIO. or MOUNTING
<br />216
<br />MOM 6961. 2.161.
<br />IVA 1. 6.05 In 2161. Z NO SWAATION FROM &LAID IS P&QUOIND WHEN PAW L&NOM IS GREATER TMAA1 THAT MOTED FOR
<br />NISMCFM MOUNTING COMMUK'ZION ARM,
<br />-/-So two 1. 6LOG 1. 3 SUM, o0umn AM"WO m ALLMAIDOUT MOUNTS IN TM" AdOw. w"M sm CLOSIo" ANE Nut
<br />USED � SURDONT HOUNIENS CONOTTONS� R*QURWO SEPARATION � GUMIS SMAi.L W M WIAK r
<br />./,Ss 106.6 M 648 A, "SP, 4. TARIA APPLIES 10 WIN 22P (WITH OR WITHOUT STD`[X AOLTSJ �6p PANRUS. A SOTN WITM AWItt 0
<br />1 -1-60 93-21. 6JD9 A, 2,53 tri i FASTENERS 0 121- OR CM D.C.
<br />59.8 In 6.11 in 2.72 1.
<br />-/,70 36A IrI 6,12 m 2,901.
<br />27AI. 6.0 in 2M I.
<br />Ell!
<br />SPAN SCHEDULE NOTES: in
<br />DESIGN LOAD & PAW FASTIOM SPACING TO
<br />DETERMINE MAXIMUM ALLOWABLE STORM PARIS.
<br />SPAK SCHIOULS 15 ACCEPTABLE MR USE WITH ADMAM
<br />FosrrivE LOADS LESS THAN OR EQUAL TO
<br />NEGATIVE DESIGN I
<br />2. 'PAM FASTENERS" ARE STUDS USED IN x I SS. POtT m
<br />CONOLINICTION WITH ALL MOUNTING EMUSIONS 'IRR iAwMK-.=E
<br />rr-TRAN. siuom ARGUE, em). USE 6.2v 1100 ON INSIDE PACE
<br />OC. PANEL FASI ING TAKE VALUES FOR
<br />ALL -H-- AND 'U"-HEAMS (IMMUCYINICS BUILD OUT
<br />CONDITIONS).
<br />3. LIMEM INTERMOLATION BETWEEN LORDS IS
<br />AC=ff*&f- MERVIRS! USE NEXT HIGHER WAD.
<br />.Dxpw 0 Iar 0,
<br />.00 (cawam �-�
<br />GLASS SEPARA17ION NOTES: ""KISIONTOADUCENT
<br />1. VNM SPAIN SCHEDULE WITH POSITIVE DESIGN LOAD TO DEFERNINE
<br />MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO Me PROTECTED.
<br />2. SCHEDULE IS REQUIEM POR USE WITH PCBnTIVIE LOADS ONLY. soy" MOUNT
<br />INTERPOLATION bErIMM LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER (aDNMTvftAs
<br />LOAD. At" ;Ills
<br />3� FOR INSTAUATIONS OUTSIDE Of THE NVHZ AND OUTSIDE OF ESSENTIAL 1 11
<br />FACILTITES IN ASTM WIND ZONES I THROUGH 3, THE GLASS SEPARATION MR Lw
<br />IS MINIMUM SEPARATION "ADM THE 47301543
<br />OF
<br />PANEL ADNAOW 10
<br />PAMst)
<br />?M�NAL EGRESS PANEL DETAIL 5
<br />ONAL INTERIOR FASTENING DETAIL M FASTENING 141
<br />09 9w 2.290. 7 _-W
<br />2250, 224, 4--low, .
<br />, 4' 2i 2� �*Lap
<br />-0.0% h &N, 21 V i --raw
<br />In O,Izs. 3 m
<br />T,fP j
<br />18 GA
<br />TIP
<br />4- 120t. _T
<br />009 4 06
<br />LOW 2.
<br />-D. -375 TO ITr,
<br />P
<br />Z.. 2 (162" 250. -4 2,000.1-- 2,wo. TYF.
<br />12, esuLD-o. �r HEADER
<br />3 300" MAX (33131
<br />510 .3, 0."6
<br />12.5OD"FANEL MVE Gin G3 III car w,
<br />' 5 . I H,
<br />r-,rt , 4 _EL_ _Zj 0
<br />ol- h
<br />--14475'PANEL LENG11 1 rO.541'
<br />8ITT "T
<br />ca'.
<br />AS
<br />7 R I�
<br />�
<br />INP.
<br />0SARMENED1 __ 0,9574-1
<br />0ww 3 Auoq KEAN rw
<br />0. 1
<br />G.1901
<br />ID0 ';14'
<br />T4 4'
<br />4
<br />DE,
<br />"'Wil rs
<br />TYP.
<br />Z
<br />Lw
<br />DUV�
<br />WOUR 0
<br />@,r 1EXENED1
<br />V13
<br />OVERLAP .25"MAY.
<br />*"ItAX A QVUJjRQ.MkEDET_1A
<br />.2r MAX.
<br />MAX.. K14,
<br />tu
<br />SUILD.OUT
<br />DISTANCE
<br />A
<br />EMBED
<br />CIO.
<br />OVERLAP 3 92cr
<br />MAx.
<br />.25- MAX -
<br />IN.
<br />EMSED
<br />NCHOR SPACING SCHEDULE:
<br />24 CA UCE PANELS; PANEL FASTIENE AS 0 i2.S' O-C.
<br />2.3" EDGE 0111TANCE
<br />MAE! oanox
<br />ANICHOR Pitira""
<br />TTP9 I
<br />SPM UP TO V-0.
<br />yMUPTq*,d-
<br />9PANUPt0jV-j4r
<br />moorfre
<br />CI C2 C3 CA
<br />Coffil TYPE
<br />C1 C2 C3 CA
<br />Do" TVPE
<br />C1 CZ C3 C4
<br />2)w. 1-21.r NOM
<br />11.5"
<br />16,01' 3�7"
<br />919'
<br />la,51160'11""I
<br />6.8"
<br />12.5"
<br />16.0" 9.3'
<br />16.11'
<br />04WAITULTWON 41
<br />41
<br />12'r
<br />Is'a. lig,
<br />to-
<br />16.0',
<br />4.24,
<br />5.5 .
<br />J2.5"
<br />16.D- &J"
<br />S.5"
<br />II.S.
<br />SOLD* lot,-
<br />4.01
<br />t.-
<br />AGO'
<br />#.I"
<br />&A'
<br />12 V'
<br />1O.D' SLI'
<br />SW'
<br />S2
<br />It's.
<br />JILO. ea.
<br />G.r
<br />123
<br />1 .1..
<br />LdLD' &I'
<br />S.4"
<br />16.01' LI"
<br />SA'
<br />12,5"
<br />16.0"
<br />9.1"
<br />S.4'
<br />12
<br />S
<br />VLO11 15,0`1
<br />L23"
<br />tSU' 113.4"
<br />a LTRWOM 41
<br />"', ""'
<br />=--
<br />7,-.F
<br />N
<br />T.-.-
<br />riv
<br />1P
<br />AN'-
<br />1.1",
<br />S2
<br />=2f-
<br />-357137
<br />11.7
<br />12.5-
<br />15,cr
<br />11:c
<br />=v
<br />law 1)L7
<br />py,
<br />?Z
<br />Ij.$11
<br />tj"
<br />j4"4*
<br />SET
<br />--.C?' 300'10.41'
<br />12.3"
<br />SOD"
<br />15.7-
<br />0.4"
<br />LEA"
<br />M.
<br />15'a. I! �tl-
<br />lt.r
<br />IE,r
<br />16'a. m2L'
<br />1""
<br />12.31,
<br />V4411
<br />Low'
<br />0.9r,
<br />161D, 12.r,
<br />12.6,
<br />Ica, 1%6 ::
<br />13.7.
<br />I'll"
<br />1 0
<br />.5"
<br />10.6-
<br />ItV
<br />16.0' 1Z.3"
<br />10 61,
<br />As
<br />31
<br />ISO" 1,4
<br />lix
<br />it 1.
<br />1: 0""
<br />ltr
<br />1*,4"
<br />12.3-
<br />14.0- 12.3"
<br />il)&'
<br />PZ
<br />-ILE
<br />12. "
<br />0.* 1 S.
<br />10 ;
<br />I -
<br />aw "Hol"
<br />,r_V-r_ 13
<br />12.
<br />is 0` 1 0?
<br />15.0
<br />12.9"
<br />I-H 1
<br />6
<br />44
<br />121,
<br />j640-
<br />12,r
<br />26.&* 1&0"
<br />1:4.0
<br />tZ.3"
<br />16.0,
<br />52
<br />1,21y,
<br />16.01,1410"
<br />13.01,
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<br />ANCHOR NOTES:
<br />I. ANCHOR SCHEOLILI! APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES
<br />K ATERIAL, & ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGA-TIVE DESIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER rMN CR EQUAL TO SHUTTER SPAM.6PI
<br />CONIMMMON TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
<br />SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE).
<br />3. 'PANEL FASTENERW ARE SWDS USED IN CON) ION WITH ALL MOUNTING FTMUSIONS
<br />('Fl-TRACK, STUDDED ANGLE, ETC.), USE 6,25' O.C� PANEL FAMNIER SPACING TABLE VALUES FOR
<br />ALL W- All - Lr,HEADERS (INCLUDING SUMDOUT COMIXTIONS).
<br />4, ANCPOMSSKAUDER45TALLMINAM-ORWJCEWrrHMANUFACtU4tRS*REMMMENDATIOM.
<br />S 3WeW aW ONFORM, To ASTM COO bL=.
<br />MUM E=E;TEUjC7uRE SHALL c
<br />SHALL BE AS NOTED IN ANCHOR SCHEDULE,
<br />7. MINIMUM EMBEDMENT AND EDGEDISTANCE EXCULOS STUCCO, FOAM, MUCK, ANOOTHENt WALL
<br />NISHES_ WALL FINISHES SHAL.L BE UMtTfO TO 1/4' MAX OR $4ALL DEVERIFIED BY OTHERS TO
<br />ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE.
<br />G. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN-MWO CONCRETE ONLY.
<br />9. WHERE EXISTING STRUCTURE IS WOOD FRANK, EXISTING CONDITIONS MAY VARY. FIELD
<br />VERIFY THAT FASTENERS ARE INTOADEIQUATE WOOD FRAMING ME ERIS,NOTPLYWOOD. FASTENING
<br />TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
<br />10. WHERE ANCHORS FASTEN TO NARROW FACEOF STUD FRANIING., FASTENER SHALL BE LOCATED 174
<br />DMINIAL 2- X 4- (MIM.) WOOD STUD (�Y
<br />PI j. EDGE DISTANCE IS ACCEPTABLE FOP. WOOD
<br />FRAMING), WOOD STUD SHALL BE SOUTHERN G-OSS OR GREATER DENSITY, LAG SCREW
<br />SHALL HAVE PWUJPS PAN HEAD OR HEX HEAD,
<br />I I. REMOVABLE ANCHORS ARE: CIEWALT PANELMATE, ALL-POINTIS SQLM>51ET & BRASS BUSHING,
<br />il. MACHINE SCREWS SHALL HAVE Itr MINIMUM ENGAGEMENT OF THREADS INTO THE BASE
<br />ANCHOR AP40 MAY HAVE EITHER A PANr
<br />Tj TRUSS HEAD, OR WAFER HEAD (SIDEWALK SOLT) U. M.G.
<br />13. MRGMU14 94BEDMENT AND EDGE NCE SXCILUDES STUCOO OR OTHER WALL FINISHES.
<br />14, DESIGNATES ANCHOR CONDITIONS WHICH A RE NOT ACCEPTABLE USES.
<br />Is DIRECT MOUNTING CONDITIONS.
<br />IS: L114M INTERPCLATTON 15 MDT PERMITTED POP USE WITH THE AN04OR SOIEDULE5 LISTED ON
<br />THIS SHEET.
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<br />SHEET NO.
<br />SH
<br />1.5.
<br />
|