|
IIiJlldii r14EDbe u Y u Yu: Y I. iA .. ■ �■+uttl� a w� le r
<br />/14Kt•
<br />OFTH
<br />n:e n Rr/ n • AMe/gas
<br />----- Sea -(W sacnoo E21 a ALrmomoa 121W ON ow Is)-`
<br />� (�
<br />MOTE 2) -0-All
<br />SEE
<br />-T--
<br />(END PANEL)
<br />NOTES 2. ],
<br />t IT
<br />Y
<br />1-1-i
<br />4
<br />•
<br />-r'-T-T-r-x-.
<br />'_ T_�_',.___r'T.Y.i
<br />(INTERIOR PANEL) r QNfEROR PANEL)
<br />I I 1
<br /># _
<br />I I•
<br />11
<br />-
<br />-'r
<br />(PNTER*MR
<br />t
<br />i
<br />T'T
<br />PANEL)
<br />I I
<br />I
<br />1_
<br />_ .-T-T-T_.7.-1. 1
<br />(END PANEL)
<br />SEE NOTES 2, 3. 4
<br />_�.�-1. l 1_L
<br />_L-1
<br />1
<br />M1II
<br />I T1-
<br />l e
<br />i-1111
<br />1j]
<br />i rfrEll
<br />-n-I-
<br />JJ_L JJ_LLJJALLJJ_L -1LLJ CL1J111JJ_LLJJ1•LJJ_L1JJ
<br />• • e
<br />r
<br />SEE NOTE 4 ....-
<br />lE Lr1_ Fiti ism r. f
<br />p AL /16•e umnw
<br />'POP IV
<br />ram;
<br />f
<br />•a
<br />5oI
<br />OF 'L
<br />IIM1.
<br />�
<br />MAX
<br />LENGTH
<br />• t/- 40.0 IL41.
<br />.20•I4 _1
<br />I
<br />R,ERLAP
<br />&[)
<br />BOx
<br />MAIL
<br />I v " ANC/qR5 .-•,••
<br />'-_.--_..--(SEE SECTION Erl A: ALTERNATM EZ1W ON SHEET /a)'_._ -_._ _-
<br />E2//t6,
<br />EZt W/16
<br />TYPICAL ELEVATION FOR SERIEES2000_ E-Z_ HANG STORM_ PANEL I ) SYSTEM (t)
<br />IP
<br />SECTION A -A TI,uDIu
<br />SCALE: 3/32*-1 • ,•.x`�Eil p. T
<br />ENGINEERING
<br />ENGINEERING EXPRESS*
<br />PRODUCT EVALUATION REPORT
<br />Sephomber15.2020
<br />Application Number: 1Z111111III1- R2
<br />EX Project Number. 2031543
<br />Product Manufackusr: All Amedark 8hultsrs prod Glop
<br />Manuli ct rer Address: 1540 Donno Rood
<br />11" Pakn Bnah. PL 33409
<br />Product Nunn a Desalption: 24go Galvanized S" Storm Psneis
<br />Lou" Missile Impact Resistant
<br />Scope of Evaluation:
<br />This Product Evaluation Report Is beknp issued In accorc ence with USE requkomals of Me Florida
<br />Depentmerd of Buskkses and ProhWoiel RaguiatiDn (Florldle BLYkWp Commissim) Ruts Ctuplu
<br />61020.3.WS. F.AC., for statewide acceptance psi Metirod 1(6). The product
<br />t noted above has bo
<br />toidev ed "or aluded as summerized IMI to show complarwe wkh the Florlds Skdk*q Code
<br />Soverrith Edkn t'2020) and is, far the purpose kdannded. M bast equlvWW to that required by the cods.
<br />R#-ovslosom of Via product shell be required follwAn9 por rent Florida StdMft Code nwdMwtlona or
<br />revisions.
<br />SubsbnVeting Data:
<br />EX drawling S20.31543 tiwd 74ga OaNeNzed 81" Storm Panels *fVHZ 6 Merit-H%M*, ah"10 1-5.
<br />prepared by Engin iouft Express, signed 3 seoled by Frank Bsnnudo, P.E. is on Integral pert of tilts
<br />EVMuatim Row.
<br />Uniform deft structural porbrmorla has been tabled In sceorchonce with TAB 202 test standards fear bat
<br />report(s) LBT4"-17-W by Bbcbeiar Testing. Inc.
<br />Larps missile ksprot resistance and cynic boding parbmsnce has been tasted In accordance wall TA8
<br />201 and TAB 203 bed standards par tMi repoals) SIST-ASG-17-001 by BWokwdw Tostkng. Inc.
<br />8kucbuWl ongkeakg akulabors he" been prepared which avosWe Bra product based on
<br />co"mmdve and/or ndWnel onshrsis to gwHy the falwAV dt op cdtede:
<br />1. Maximum Allowable Spur
<br />2. Minimum Allowable Sports
<br />3. Mknmurn Olen Sopw*Von
<br />4. Anther 8paaNg
<br />160 SW 121- AVENUE SuiTE 106, DEERFIELD 5EACH, FLORtDA 33442
<br />(954) 354-0660 1 (866) 396.9999
<br />TEAM O ENGI NEE RING Ex Oaess. COK
<br />E NGI NEtRIN OEKF RE 55. COM
<br /># LAST PANELO TO BE INSTALLED AT EACH OPENING SHALL ALWAYS 6E
<br />PROVIDED W REAR NANOIE ro FACILITATE INSTALLATION r INTENDED
<br />TO t# INSr LED FROM INSIDE OF STRUCTURE,
<br />NOTES ,
<br />() � ME
<br />: E-z HANG STORM PANEL SYSTEM
<br />COPsn5TNG L a Onl. TRACKS TOP a BOTTOM.
<br />(2). END PANELS SHALL ALW/�(S BE CONNECTED TO BOTTOM TRACK
<br />OTHERWISE A S7 BAR ( SiIALL BE PROVIDED AT TOP OF SUCH
<br />PANELS.
<br />(3), IF END PANELS ARE CONNECTED t0 BOTTOM TRACK, CONNECTION
<br />SMALL CONSIST OF 1/4"0-20K3/4" M.S. W/ 7/8"9Y3/32• WING
<br />NUT OR 1/4'ex3/4' Min. THUMBSCREW INTO TAPPED BOTTOM
<br />TRACK. LO(:ATON OF FASTENERS MAY BE AT EITHER OF TWO
<br />EXTERIOR FLAT FLANGES OF ENO PANEL,
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />TRACK (i.e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO
<br />PANELS SMALL BE CONNECTED TO BOTTOM TRACT( USING SPECS
<br />INDICATED ON NOTE 3) ABOVE IN SUCH CASE, CONNECTION OF
<br />PANELS TO BOTTOMTRACK MAY OCCUR AT ANY PANEL LOCATION.
<br />'I' INSTALLATIONS ONLY VAUD FOR WIND
<br />SPEED UP TO 170 m.p.h.
<br />Hurricane
<br />ENGINEERING
<br />Page 2of2
<br />All American Shutters and Glass - 24ga Galvanized Steel Storm Panels
<br />No 33% increase in allowable straws has been toad In the doslign of ft product.
<br />AS p walon fmm glazing is not required far k*WMU" outside M wind zone 4 and esse(IBN fad1Ba.
<br />Impact Resistance:
<br />Lugo Impact RmMw4e has Won de"wm MW n evidenced In previously Asbd No repllrt(s), and Is
<br />.DDaNrad for In the wgkwe*g design of Ws product.
<br />WMd Load Resistance
<br />This Product has been de signed to toW wind loads n kctated In the open schoduki(s) cr, Vor
<br />rapact" Product Evaluation Document 0•9. o ngkleedng drawing).
<br />InsbilsOm
<br />This product shsl be Installed In aLbt cmgAw ce with Its respectW* Product Evaluation Document Q.e.
<br />anWnsuktg drawing), along with Toll comporsrRs rasa therein.
<br />A components shelf be of the material spodBed In that product's r specWs Product Evaluation
<br />Document Q.e. agirsedng drawkiM.
<br />Limltetions 6 Condltlons of Use:
<br />Use of this Product slut W In mid occordence with the respective Produce Evoluobon D7curnent Q.e.
<br />worsoong chno rg) e• noted herein,
<br />AN supporism had sbucturn shal be designed to resist M superimposed bads and anal be of a mMedal
<br />Owed In Oft product's respective arNtlor sctleduls. Had structure conditions whloh we not accounted for
<br />In this product's respective sridwr utsduts shad be designed for on a is-aped6c Wois by a registered
<br />pnobsabnM wVkww-
<br />AN oompmwft which are p•msnenty Installed shal be protected sgokwt corrosion, caaartdrstlon, and
<br />Other such dumogs M so times.
<br />This product has been designed for use Within and Ouhkh the high Vstocky Hurricane, Zone OIVHZ).
<br />Respectfully.
<br />Frank Bernardo. PE
<br />ENOHNEERINe ExPRB81#
<br />OPE0046549 I Cert. Auth.9985
<br />160 SW 12" AVFNUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1(866) 396-9999
<br />TEAM O E mGmeo RING ExPRE3a. Coo
<br />ENGINeERINGEx►Ress.CON
<br />MtnNK tl-1, !I1 N•
<br />Y I'ffMM yRY.!
<br />7NFTA'-'H17
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<br />rT e•RED
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<br />nor rn'x' ,u L>.0 arro. ;:.`rt... •r..
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<br />'rrkr :., IAiI Ft,.L1Y. c'JJP fed x+0.i
<br />i•:.C•n:�"J: N'eS' �Yl.il(Yr1V.'M-I 'va 1FT:f TNt`..?.
<br />ry_ 1 Le• w.;; Miu=Cr r. .. r our,ovr e;. xrs wv'F v 20-315'43
<br />J - .YrT'rAx.lYl i:T.l.!TY,T?f -
<br />u;AK211_ i rJ Lrl. r (L1 OPTIONAL T0N9oTTOH C10911M O-TAA
<br />Leis w,x,•cs.. R' ))�� 1R�lT�,r-ITIrt[�N�rlI 5v._+R _,. u. _n n.: i ll e
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<br />� Z �TIkF u •1' Iknl:kIIJIIIN:I NlNlxl XM:ITOM
<br />INSTALLATION
<br />DETAILS FOR SERIES
<br />INTO POURED CONCRETE, CONCRETE
<br />2000 E-Z HANG
<br />BLOCK AND WOOD
<br />STORM PANEL
<br />STRUCTURES
<br />IT
<br />Ct�
<br />TMCON
<br />1/4.0 TAPCON
<br />I OONCNM BLOCK4'e
<br />y
<br />1 _. 14N1• HER HEAD VA
<br />LO �IICO
<br />- ! \, r
<br />ANaR
<br />'n/O tr o.e.
<br />t • -y --- 14N1'
<br />ANCHOR • it• O:iMi.-I11
<br />EDGE OF
<br />\ r
<br />l�� misSo�i110Y
<br />/,' ; 7' EOCE or
<br />9
<br />9
<br />E-�
<br />I
<br />IN
<br />weOlN r E
<br />tn_
<br />_ f._._OIJS!-
<br />RI' ale,
<br />to i•i wa-17
<br />N
<br />ro cum. A 1
<br />T
<br />dAss
<br />1 .'.._�]/16.0
<br />rA
<br />"ARTPOP
<br />i 1'
<br />R-'�7'
<br />r-- Y
<br />`
<br />/s'r-ITT•
<br />6.-0,
<br />a
<br />, 6'ic,-
<br />aP Y
<br />f PANEL
<br />PANEL
<br />PANEL LDom a
<br />a r wN. U
<br />ro GLASS
<br />'7
<br />r-- ErAn�
<br />IT TO
<br />4'P-�•
<br />sou
<br />or V
<br />4h20Na 2j
<br />IT
<br />ji
<br />loolooftee
<br />A
<br />1
<br />LIP. ' I
<br />-
<br />fi
<br />}
<br />ff On.
<br />L%
<br />-
<br />t'y j jj
<br />1 4% TM'CON ANCHOR
<br />• u o.c.
<br />1/4-e TAPCON
<br />ANCHOR • 12, C.C.
<br />'� OR
<br />y •� ,I •_T-.,)-
<br />2•]4• ki060
<br />-REW�IMIEO
<br />OONCIICIE BLOCK
<br />REGLOM.
<br />�Q��,��/
<br />AEIe8 A
<br />SCALE 3/8.1'
<br />.
<br />r.y ,�' Y''�I'/lE1y
<br />SCALE 3/8-1'
<br />,11
<br />t P A; TIQ
<br />EN
<br />'�.: • V" ••'
<br />fim
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN
<br />RATING +/- 40.0 p.s.f. AND W-O' MAX
<br />PANEL LENGTH.
<br /># IN. PANEL LENGTH
<br />SMALL BE 2'-G'
<br />g• 4
<br />* � *• •• * -
<br />STATE
<br />FLORIDA BURDINO CODE Non High Voicieft HuMcam
<br />4elm fLnm 00% 24 GAGE GALVAN2ED STEEL STORM PANEL
<br />IL E C O Ella. �• PROTECTION PRODIiC15r U.C.
<br />Zone
<br />rr•'
<br />OWN W.PRESSURE
<br />Aap�
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: W0000:
<br />, FiQR10
<br />seo6 u. E, mlrn
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC
<br />S% ... AI.
<br />..
<br />"'+•' uw m-,{t . a , 4n-wr
<br />6•Ar. n• FRI14
<br />rIKYa (sR.)Rel�1t (66t>ts-In'd7
<br />20-175
<br />DENSITY OF 0.55 OR EQUAL
<br />tYM
<br />.-,...N•tr�.
<br />0A-a00e7N
<br />wrAx
<br />e r
<br />oRNRo rr
<br />NNHNNNIE•7NI>ex�MTUMJOM[
<br />NALANS
<br />nai A.
<br />aura N ar N
<br />ALL AMERICAN SHUTTERS AND GLASS
<br />24ga GALVANIZED STEEL STORM PANELS CHVHZ & NON-HVHZ)
<br />WIDTH UNLIMITED
<br />(PERP. TO PANEL SPAN)
<br />TOP MOUNT (CONN
<br />TYPE AS REQ'D) SECnOO 4
<br />�--•-- OPTIONAL /a`STITCH
<br />BOLTS W[TH WgSMERED
<br />WINGNUTS FASTENED O
<br />OVERLAPS • MIDSPAN (USE
<br />APPROPRIATE SPAN TABLE)
<br />PLAN VIEW
<br /><v R0.11.
<br />2. _
<br />/ 1 A
<br />BOTTOM MOUNT ( 1 N
<br />(CONN TYPE AS . L
<br />REQ'D) ` , 9
<br />,/ 0,575"
<br />MAY Be AT T
<br />a OM
<br />i TYPICAL VERTICAL MOUNT ELEVATION
<br />1 N.TS. ELEVATION
<br />TOP MOUNT LMRX
<br />(CONN TYPE- (SPAN ABOVE
<br />AS READ) \ r____
<br />tO
<br />(CONN TY
<br />t
<br />All REQ'D)
<br />to
<br />(LOCATION MAY VARY)
<br />TOPMWNT
<br />(CONK TYPE
<br />AS REQ'D)
<br />BOTTOM MOUNT (CONK
<br />Lmaz
<br />(SPAN BELOW
<br />TYPE AS REQ'D)
<br />OBSTRUCTION)
<br />R6
<br />REQUIRED,
<br />OPTIONAL W'-20 STITCH
<br />BOLTS WITH WASHERED
<br />�IANILSMAYSENCTCHEDAS
<br />PRONTO® THAT CONNECT] AND
<br />ANCHORS ARE USED WHICH SATISFY
<br />wiNGurrs FASTENED O
<br />SPANS ABOVE A BELOW OBSSTRUCTN)N,
<br />OVERLAPS O MS DSPAN (USE
<br />APPROPRIATE SPAN TADIP)
<br />VERTICAL MOUNT ELEVATION
<br />2 NOTCHED PANELS
<br />1 WI S.
<br />ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GAUD! PANELS
<br />MNMUM STORM PANEL SEPARATION FROM GLASS
<br />IMVHL, WIND ZONE 4 a ESSENTIAL FACILITIES)
<br />I kAA1UMUM
<br />DESIGN
<br />AIIDWMM INfTAl1AT10N51135 INSTAUA170N5 GRLATEA
<br />PRESSURE
<br />4PAN ILmW W/ TI3aA ROVE GRADE THAN 30'ABOVE GRAVE
<br />(PST)
<br />/ 2.16i _
<br />Will-
<br />. -3S / 130.0 h 6.06 M n ,
<br />-- _
<br />I300N 6AM .16M4_ 2-._
<br />445 1300n 6.6BN 2.16In
<br />•/-50 If0.0w Got S, 1.161n
<br />LION LOAD a PANEL BL SPACING TO
<br />rtOIMINE MAXIMUM ALLOWABLE S11DItM1 /ANEL
<br />IN. MCHEDIKE 15 ACCEPTABLE FOR USE WITH
<br />MTVE LOADS LlSS THAN OR EQUAL TO
<br />3ATIVE DESIGN LOADS.
<br />PANEL FASTENERS' ARE STUDS USED IN
<br />N7IN CTION WITH ALL MOUNTING EXTRUSIONS
<br />•.TRACK. STUDDED ANGLE. ETC.). USE 6.25
<br />PANEL FASTENER SPACING TABLE VALUE FO
<br />. "W- AND'U'-HEADERS (INCLUDING WILD OL
<br />MAXIMUM ALLOWABLE Nr' = ' Ni
<br />' Re1x
<br />bESIGN PRESSURES:
<br />AS NOTED IN DESIGN
<br />DESIGN NOTES: SCHEDULES
<br />POSITIVE AND NEGATIVE DESIGN URE4 CALCULATED
<br />FOR USE 1YITFI ITNNI6 SY8 IN A:CO L MC.1E!FDiETY('T(3TH THE PER
<br />SE- i EN4__- ,aRDAAS(d 7AND CHAPTER
<br />1W9 OF THE FLOPtOk BUItDIN6 COpE SHALL BE LESS THAN
<br />OR UAL TO THE P06ITIVE OR NEGATIVE D.WL
<br />PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY
<br />ASSEMBLY AS SHOWN.
<br />GENERAL NOTES:
<br />VENT WALC.I04160 111.1 ffM
<br />:P Y:•, llncP:___ r
<br />NerLlalodstng�LBE1090t ■
<br />YORN4N7,oNy,1AM, Yr•Rn{IM.oLNceA
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
<br />1, drA11f AT
<br />TO to Ape L N M ALLONYM ISS I' eNm W Aar OONNM/wN ART
<br />NOT
<br />b]Npt AT TOr W TiL1M. NArel tANOnIS LESS truer nqf! Id N AM IKIT tIOIR 6D 1!D I LAME AeOV!
<br />ACC]MAML
<br />I. OL MMCUI T 4 to NAe4 IE Ypn„RO vnrJ's IAII[L Jlr10rN 1! OANTFA rluN TIAT NareO lOn
<br />NI 1U 1VEOSUNSR COr�1 000 Move.
<br />l tale IRlD lOA M r C1061MlS AM0 ALL N0W MOINJr{ AeM AeOVl. 1•I,0 lIM CL M UR AIL nor
<br />0 6[rAAAr10Nr T Uw wTN INILODI' "Im" 226 (Aft a RON Ot M PALL M . W NL r
<br />♦. TAeU ANUn TO6oT1, 31M (iY1M bA wnNO9ITCN eiKn) Alva l4Rr rNl1s, 4 M. WIM ranee
<br />rrLSTWYYC17 •12.9' ON 4.11.
<br />SO.0
<br />ONa- INS, aANxunua
<br />NuNIO, IYorMdeO l„C00rg/ mTNr SNo%m ITNOnP 4eSAiEtxp1R7AI0WNP'GS, 4 mM
<br />K10•N C. to VAHM GI MII M ANMOS
<br />WOOD n,Wnl L-c" TAel3. • RAW
<br />PANK YIACSNI To
<br />wWS5 PAMe)
<br />MOPTIONAL EGRESS PANEL
<br />INTERIOR FASTENING
<br />I
<br />).a.250'•1 r0.094- I7&99�" 2250' UT 1Uxllrv: ter{
<br />I 2 044-rtr0.7s0'
<br />R lot
<br />ip
<br />8 r� 1 o.l zsY.094• �- .A 12a' IYP. a TP076'062. i 062" SP .OiN' L.93a' 1,930" -.1--0.06 Iryy,
<br />-•1 } .375" •IS.�9.'- JJJ rD:L75" 2.00D" i:,, Sad
<br />t-3S A30' 3.000 -IO210 250' -1 2.000' I- Z000•
<br />1.180" N' K of 'UV 4 NNdL C LJ-PNN Cf C$Ijjf
<br />�.72L� �BL�-,�
<br />11 I 3. Sea" MAX. 0.313'i,V J
<br />1,S1 1.760'-11.560• S10 0,36S• 31 •gg 0.376' 0.1JI}i22 0.776' �S2 pp L1111,; Q
<br />C6l5•
<br />i--12.SOd' PANEL CAVERAG[ LI 0.179' �ll-I Ir 0�I1 r'• VID.
<br />h ♦ 14- .009P0• TL
<br />op T,ox o.Oss• p. Ito I3s .losI Ir TRAOS wry' 1pA011 _ ....,•�, r. I� 0.957"
<br />a 0.190" ••-r r 4S�b5' 0
<br />G190" F'1�1•yl•�'
<br />:. 4M'.Ylhr x]R n IY e
<br />F'... '; liC 4!
<br />D11tRXM 9 ..II
<br />h .,I,r. era..': _teL+l FI-1.000• D.IIS' "�.. NAY Yt LµMLJJI k7il LL' C
<br />^ nnrra�Yp, NNeI]Ro IR
<br />( +.' L,.1n ..iA1 A'r' NIOL -into[ fEx7dat01 Y3�T
<br />' `•ti'C'Ow0 } r.-[ asp well (AS
<br />1,E f -OVERLAP
<br />Il :l:rlt g i
<br />c
<br />4• MAX ACOlnR=W41 DETAR UVVII
<br />MAX.0'� aanrK:rxAve - ' .IS t
<br />M
<br />Ka Pr Nnn. :Y. alnTl"1(.:iLTY•N:I'1'r NI<nY MAX
<br />tJ
<br />BUILD 9T NrzY:-arum a-ar n- il4j
<br />r_�wNl NcnIM 1, MiUYi UHNI rn, �'� DISTANCE y+T••.,••<:,: 'a Tor it o!
<br />xY r,n 4:NI
<br />Law" q11
<br />GTA' e_. iAYJ.i'
<br />Jn r: enrrle•c:,
<br />1' ti."M':�'•-t +v:k' •el lV ••••M:: 1A'..•zIVI A'i _:-:IM.tW
<br />.•=al'.r..'t• yJM. 19 NIti ♦01a _ r.e.!s>r:.rNaY 1.D00' ",n �+alni a• , rar;r' ,tat::taes.;-ca��ArL7�i1 Au�'��'. aOVERLAP :cvJln•YINu 3.820'
<br />rC'A25'MAX.L•NrnM1•"m_ MI1.500"
<br />n�.-N t. ea', 4•MAX. 1 MIN.
<br />id itAlJs EON' l S tl U' 1,. :• ; �H4Je+�
<br />JCI COR bift"a50RrmAll 1 a^T•AL tint" W N ... � 6
<br />U�- ED mJi wx a-wi,n, �¢Q
<br />° NT KOUIJT CLOBUf1E DXTAA n'rn.l"r..v Eil l: Y
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANELS; PANELFASTENERS O 13.S' O.C.
<br />2.11" Mal! DtIETANCE
<br />_ 1.
<br />MAN eleReR
<br />N•CKOR PReWIN
<br />rna
<br />IOU UP TO VW
<br />WAIN UP TO V-V
<br />NPAN UP YO 30- a•
<br />ColNI rn!
<br />Cl C C3 CA
<br />COME TVPR
<br />C1 C2 C3 C4
<br />COMA Type
<br />C1 C2 C2 C4
<br />1 .1- Otero 3!
<br />0/
<br />oewNT u1TRAtou 47
<br />N
<br />9
<br />C� 7 2
<br />12.
<br />]6.0 2 4T•
<br />99
<br />la's" 18.0
<br />10.2
<br />6. "
<br />6
<br />1 .'1'
<br />2
<br />16.0 " a1"
<br />6 .1
<br />12.5
<br />a, ]l.e"
<br />a0•
<br />12s' 160'
<br />6. 2
<br />a-
<br />3
<br />12. s'
<br />16 .0' a1'
<br />S .9
<br />13.5
<br />12.5'
<br />Is
<br />16.0' 1.3-
<br />3'
<br />6.e
<br />All"
<br />117 Ise
<br />li !" Alt
<br />e,l
<br />d.4
<br />At•
<br />12.d'
<br />12,!'
<br />Rao -
<br />! .0" A3"
<br />S4
<br />!A"
<br />12 .1.
<br />16 a.1
<br />S.4-
<br />1 ,S'
<br />2 1
<br />S.4•
<br />1 ,!"
<br />2
<br />28.0 '
<br />SR•
<br />ACON, If
<br />O[wNT UITRACON IS
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<br />16.a'
<br />9.6-
<br />Si.d' {.0
<br />7
<br />1a 0
<br />1TA"
<br />12.r
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<br />1{.0 ]3 4'
<br />10 ]'
<br />1
<br />S
<br />1 .0
<br />9.
<br />12,5
<br />16� ' Sa.Y'
<br />]3.9"
<br />12.1' f0.0"
<br />ll.e"
<br />9.!
<br />I3.!"
<br />I6. 11,5'
<br />f.!"
<br />11.
<br />le. 1A6'
<br />IMF'
<br />12.1 la0'
<br />/1A
<br />r.E'
<br />l7. "
<br />78.0 11.9'
<br />9. '•
<br />7
<br />13.5'
<br />36.01' 11.9"
<br />AS•
<br />4.
<br />12.f" 0"
<br />at1
<br />9:i"
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<br />16.0. 11.e"
<br />e.5"
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<br />tins O.S." // 17
<br />A4IO1M78 S0u0 SFr
<br />IreY AV. .:,T1:1 fl
<br />y Y
<br />T Nrf� 82
<br />12.r'
<br />fa.a' ]Apr'
<br />16.a'
<br />12.1" 10.0"
<br />Sal"].A
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<br />12.7"
<br />16.0' f1.0"
<br />3L4"
<br />12.5 '
<br />f .a• fAa'
<br />6
<br />f9. 6
<br />1: r• 1e
<br />z.r•
<br />16.0' fi.'
<br />10.r•
<br />12.5"16
<br />12,5'
<br />a'146'17T
<br />1 .a• 14.4^
<br />12.Y'
<br />325"160'•115"106"
<br />S 7' 16.0"
<br />12.3"
<br />10.6'
<br />125'
<br />1Y.7'
<br />to 0"]23110.6'
<br />16.0' 13.5'
<br />10A'
<br />1 4 T 1-. a r.nrU )7
<br />3 1.
<br />I.5'
<br />16.a la
<br />'1
<br />SQA• 16,a'
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<br />I1.2"S3
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<br />3 .
<br />6. 6.0"
<br />1 a 1
<br />16.0"
<br />1A S"
<br />11 '•
<br />.3S'
<br />8, S,
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<br />2.5" IDOL
<br />t3ESTANDE
<br />1r 1 L•Vs .80 23
<br />v wN, nllwnN 41
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<br />♦1-9RW� Si
<br />r^•-.-^-^• 72
<br />, • I•, J M I NI II ]]
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<br />4e
<br />62
<br />a2r'
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<br />azs•
<br />0.2S'
<br />11.
<br />12.5'
<br />10.T'
<br />a7•
<br />> 3"
<br />0.d"
<br />1, a a7
<br />]1.T"
<br />6 S•• 7.1•
<br />a16 11 " a7d
<br />aE!" 9.
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<br />6.2r'
<br />6.27"
<br />.xs
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<br />so IT,
<br />013,
<br />le.a• T:f• 7.]'
<br />1S.6" 6,0' .6•
<br />cad" a AIS^
<br />A13" a3" 6125•
<br />A21'• s-
<br />it.!" 17.4" S.2" s.a• AIs'
<br />S.25" 10.8" 4,2"
<br />u.o" 4, d" 4.!"
<br />I/♦^r1-I/+'rNNru 31
<br />TN 6.9. TAKON
<br />Y
<br />N--•..rt..r 42
<br />z
<br />•
<br />12. IV,3
<br />, !"
<br />r' It. A
<br />0. !"
<br />1 20.7' 4.1" 6
<br />A25'
<br />12.7• 4.' 4.6"
<br />6.250.7" 44a' A25"
<br />0.7' 4.4.0
<br />0.7" 4.1• 4. '
<br />s" 20. " 4A .I'• 4,
<br />0.7• 41" •
<br />t/4"Y7/M rNNru 33
<br />ALL PO1111s b01O1 +1
<br />1 a
<br />Y
<br />3�C Mr7� 52
<br />1T.5.
<br />16.a' 4l'•11. 7'
<br />12.5" Ig" 9.T" 7.R•' 11.1"
<br />to on A/" ?o
<br />125'•
<br />10.a• ILT, .1"
<br />1 9
<br />12.5" .0•' 7.8" 3" 12,5"
<br />16 A
<br />6. " 8• 4.0•'
<br />l 0 7.
<br />SIFT'
<br />16.o, 9.7^ IA'
<br />12.5" f6.0" 7.7" a2" 12.5"
<br />38.0' 7.7• 6.2"
<br />12,S
<br />26.01' All'
<br />7.2-
<br />12.9"
<br />U•I" Y l UM. lM91D 3)
<br />FYYMI rA61NMY 41
<br />y 41
<br />Mir'
<br />16,0' 6.4"
<br />S.0'
<br />All" St.r• 4,4" 4.1" 6.23"
<br />10.3" 4.0" ,7"
<br />1 .S'
<br />23.4" S2•
<br />4.B'
<br />6, 5" 9.3" 2.6" S " A25'
<br />9.2" S.V ,3"
<br />a2S'
<br />S1.S' 44-
<br />al•
<br />A25" a2•' .S•- Llr- A29'
<br />9.2" IS_ 3.3"
<br />3.1
<br />1.]^
<br />6, I1" e.2"
<br />9.V' 23" ire
<br />s u" w w fRNTAM-
<br />j�
<br />r`Typo
<br />Nax Demo
<br />ANCNOa PRafa/RE
<br />1100103
<br />❑ tOANY tr mrN'
<br />, t uP•all'
<br />CO•N rnF CONNTrpo
<br />Cl CT C7 C4 C1 C2 Cl C4
<br />Can TYPE
<br />C1 cl C3 C,
<br />1", r a4RW V 23
<br />INN RfReW 41
<br />p� Ill
<br />53
<br />T2
<br />12.5'
<br />1 4a' SAG'
<br />f09" 1 .S'
<br />2
<br />1 6.0"
<br />16.0 ). 5
<br />12 T
<br />O"
<br />16.0 16 6.11
<br />l).S'
<br />36.a' 1a0"
<br />ee' 33 r'
<br />l00"
<br />!1. " 1'
<br />0
<br />J2.r
<br />- 4 " 0"
<br />16.0 1 e 6
<br />11.5'
<br />16.a' 1A0•
<br />7. - 12.5
<br />0'
<br />14.7' 6.0'
<br />.S'
<br />6
<br />11.3'
<br />k2.T
<br />f8.a' 36.0
<br />Tea• 14.7'
<br />6R' 12, r'
<br />6W SL.r'
<br />16.0'
<br />36.0"
<br />14,1" {0
<br />" 6 •
<br />14.7 0
<br />1a
<br />]2. S"
<br />IBA is )' 6.0
<br />7"
<br />3e.0" 1 6,0"
<br />,14 Y 1 0HIM !IT 73
<br />W000 RCM. 41
<br />M
<br />52
<br />72
<br />12.5'
<br />Ie.a' 36,0'
<br />10.1" 12.5'
<br />16.0"
<br />12. 7.0"
<br />1
<br />12.5'
<br />1 '
<br />6 0 10.4" 61"
<br />12 .5'
<br />1 6.a' Sa1'
<br />1'
<br />a 1ZR'
<br />16A'•
<br />.7"
<br />9 $.6'
<br />I2.5'
<br />16.0• 9.7" 5.6"
<br />12.5'
<br />12 S"
<br />11 S'
<br />]4,0 12.0
<br />lea' 11,V
<br />16,01' SAS"
<br />7.0 32•
<br />6.4' 12.5.
<br />1.6' 12.5'
<br />36,0'
<br />16.0"
<br />6.0"
<br />9.6 ' 3.6"
<br />e.6" 3.6"
<br />0.6" 5.6"
<br />L2.7'
<br />12,r'
<br />12. '
<br />18.0" 8.6 6.6"
<br />fa.0" a0" !.0"
<br />16.0• aP S.6"
<br />1/4 , 1.1 I Moto 33
<br />TAP ORI'CM6• 41
<br />y 46
<br />T v� 52
<br />72
<br />12.5'
<br />1L.S••
<br />11'V'
<br />LZ.S'
<br />II.r'
<br />6. '
<br />16.0' TOF2.5.
<br />14. 31.412.
<br />14.0'• 1Q5•12.5'
<br />I4.a' 9.1"11.r•
<br />1 1a0'1,W
<br />12.5
<br />'
<br />IB,a
<br />16.0"
<br />16.0
<br />16.
<br />3e.0"
<br />11.1'
<br />2.2"
<br />3
<br />91
<br />9.1"
<br />1 .S
<br />12'
<br />12.
<br />13.1.
<br />10.0 10.2'
<br />le ,C 9.2"
<br />f6A 9.1
<br />16.01 9.1'
<br />-
<br />i
<br />1L , 73
<br />I YUININ Ne/CLY 4 1
<br />WOOD IUSNrM{,C� 4e
<br />S2
<br />TZ
<br />IN,
<br />la.W T. "
<br />0u.r•
<br />¢
<br />.e 4
<br />az!"
<br />f2.r 4e•' 4.1^
<br />12.5'
<br />1s.4" .9"A2r'
<br />17.r'
<br />14, 2" 9,5'626"
<br />127
<br />1.7'• 1.0`
<br />azs
<br />12.1 4,7" 4.0'
<br />6,2r'
<br />2ur' 4,r'6.2r'
<br />12, 7"
<br />4.T' pro•
<br />a27•
<br />1L]^ 4.t" 4A•
<br />ANCHOR NOTES:
<br />L. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIPRD HEREIN, BUT ONLY PROVIDES
<br />MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURE INDICATED
<br />IN SPAN SCHEDULE SNALLAPPLY.
<br />Z. INTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE
<br />MATERIAL, A ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN
<br />LOAD ON SOURER AND SELECT SPAN GREATER THAN OR EQUAL TO SH UTTER SPAN.SELECI
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING SEE MO Ai
<br />SHEET 2 FOR IDENTIFiCATTON OF OONNECTON TYPE). ��� ( MOUNTING DETAILS ON
<br />1. 'PANEL FASTENERS' ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />(1-TRA", STUDDED ANGLE ETC.. USE 6.25" O.C. PANEL FASTENER SPACING TABLE VALUES R
<br />( ) FD
<br />ALL'H'- AND'U'-HEADERS (INCLUDING BUILDOI3T CONDITIONS).
<br />4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS.
<br />5. HOLLOW BLOCK HOST STRUCTURE SWILLCONFORM TO ALTT4 COD BLACK
<br />6. MINIMUM EMBEDMENT SHALL Be AS NOTED IN ANCHOR SCHEDULE,
<br />7. MINOMUM EMBEDMENT AND EDGE DISTANCE "CW DES STUCCO. FORM, BRIO(, AND OTHER WALL
<br />FINSHES, WALL FINISHES EWLLL BE LIMITED TD 1/4" MAX qR SHALL BE YERIFIlD aY OTHlRa TO
<br />AOEQUAtELY TRANSRa LOADS 70 HOST STRUCTURE.
<br />B. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY.
<br />9. WHERE EXISTING STRUCTURE i6 WOOD FRAMING, EXISTING cosiopONS MAY VARY, FIELD
<br />VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FARING MEMBERS, NOT PLYWOOD. FABTFNWG
<br />TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
<br />10, WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, PASTeNER SHALL BE LOCATED IN
<br />CENTER OF NOMINAL 2" X 4• (MIN.) WOOD STUD ('/" EDGE D167ANCE IS ACCEPTABLE FOR WOOD
<br />FRAMING). WOOD STUD SHALL BE 'SOUTHERN M `G"0.55 OR GREATER DENSITY, LAG SCREW
<br />SHALL HAVE PHILLIPS PAN HELD OR HEX HEAD,
<br />I1. REMOVABLE ANR10R5 ARE: DEWALT PANELMATE, ALL-POWTS SOL IDSMI ET A BRA55 SMONG.
<br />12. MACHINE SCREWS SHALL HAVE 1/2- MINIMUM ENGAGEMENT OF THREADS INTO THE BASE
<br />ANCHOR AND MAY HAVE e1THER A PAN HMO, TRUSS HEAD, OR WAFIR HEAD (SIDEWALK SOL U.N.O.
<br />L3. M7o'GMVM EMBEDMENT AND EDGE 0167ANCE EXCLUDES STUCCO OR OTHER WALL FINISHES.
<br />14. RE DEaGNATES ANCHOR COMMONS WHICH ARE NOT ACCEPTABLE USES.
<br />Is. lei DIRECT MOUNTING CONOTTION5.
<br />IS. LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULE LISTeD ON
<br />THIS SHEET.
<br />EJ
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<br />a
<br />SHEET NO.
<br />SH
<br />1.5.
<br />
|