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<br />TYPICAL ELEVATION. FOR SERIES 2000 E-Z HANG STORM PANEL (1 SYST M M
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<br />I MAX. GAP 1 , 11. k
<br />!2xK-19-TIO31A
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<br />ENGINEERIN!
<br />ENGINEERING EXPRF I5`.
<br />PRODUCT EVALUATION RE -FORT
<br />Sepllwmt,m 15. 2320
<br />Application Numhor 17 A 1 - R2
<br />EX Project Number 20.31543
<br />Product Manufacturer All Alnenran S?,,,II, Rod Glass
<br />Manufacturer Address 1540 Donne Road
<br />VYast Palm Beach FL 334D9
<br />Product Narne a Description 24ga GatvaFN7ed JtiKt Suomi Partaki
<br />Large MlsOu Impact Resistant
<br />Scope of Evaluation:
<br />n R 1s ,n ,hS 1�1 with t r urfenionlS of This Product Evaluation o rt Da ,Teri t At::ordance Ih he nre Florida
<br />D,1 1 eq
<br />Deped"Fil of B,alne,, and P,ole,%.. aI Regulation (Florida Building Co I, .ion) Rule Chapter
<br />61G20.3 005 F A C I'.' ,IMm-le acceptance per Method 1(d) The p, oI noted above has 1-,
<br />IHslnd abbot evaitiAted Na summarized hereon l0 show q:h,am. „ i the Florida 8uildkm; C..'de
<br />for h r elnlwf l'd A I'N,i equivalent ECM IN,r
<br />h dHlbn 2'020 and m. o the u e L l i, u slant b Ihel J lr ll,a Code
<br />Saverd E ( p Pos a I ) Y
<br />Re-evaluation of this product shall he re,1r1 rnT f„11„wind porllnent Florida Building C' i , PiKofic6UorM or
<br />r6VPW0`1,
<br />Substantiating Data.
<br />. PRODUCT EVALUATION DOCUMENTS
<br />7
<br />T, 4^ tIINu1 'SQ 1 Nal, u,] °e. ISI nA PNIelS HVF126 NOn•HVH. •nc0la 1� EX drawln ["0 3 5 ,Ira r ., re o 5
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<br />a 1+ n sealed Frank Senna do. E s an IMn -I, 'Art of this
<br />p DR 1 by Engineering Express, signed 8 Try u v
<br />Fr: I F7,, I.
<br />. TEST REPORTS
<br />Umlonn static structural performance has been tested in accordance wall TAS 202 last standards per lehl
<br />reports) IBT.ASG17-001 by Blackwaler Testing, Inc
<br />I fine IS— IOE ed , ri TA`.
<br />LRrgo rwrwlr rlTpwcl rewwenea rind eycdc oaring po Hormonoo 1 u nc°ordanoa w11
<br />20 and 'rAS 203 lost Nlandiltds (M4 test reports) aBT ASG 17.001 by Blarkwatef Testing Inc
<br />. STRUCTURAL ENGINEERING CALCULATIONS
<br />SIIIK1wal ,,op.-e , g , .Izuk.ficn, nav,la•en prepared which evaluate the product bTEed on
<br />Cun1{:-Rive anil of r 010o l ,. 111 Y-,a to it-Jify t11e c4kwltug desgn crdeld
<br />1 M. n«no Ahnwable Sports
<br />2 MNurnonI All -able Spam
<br />3. M.-nuin Goss Sepersoon
<br />4. Anchor Spacing
<br />160 SW 17'" AvENUE S u I 7 E 106, DFl a I I F Ia Al, A,. FLOOSDA 33442
<br />(954) 354-06IF0 1 (366) 396 9999
<br />TFAMQ 11i EERINGF xP MESS toed
<br />ENGINFFRING ."(5, 10.
<br />a LAST PANt I: I^ .. I"ICI AT EACH 041Ih1t + of
<br />PN':': N ' AR HANDLE TO FACILE'A''I' ,,, :, 1, r41ENDED
<br />.�i n .Eci FROM INGNIF 01 Ilea �, ,
<br />„!:_ I
<br />..L( 1dE' Y .,,:Nx4M PANEL S,YRTVIIJ
<br />CONS IR4'. OF ANLL . Ca 1 'CJP A BOTTOM
<br />I" END PANELS SHALL ALNA \ H 's NLCTTO TO BOTTOM TNAck
<br />OTHERWISE A STOP RAP()'..", ,L-VUv1DEO AT TOP OF SUCH
<br />PANELS.
<br />(3). IF END PAN, �r m I,W:,ILD TO 80TTOM TFLACK CONNIC
<br />Snq I E v - •. 1 414-20A3/4' M S. W/ e'E.', A. --
<br />III T L,
<br />I x 4 M' THUMBSCREW INTO lily ( H 1
<br />IRA( ,- A ,h V fA°"TE"FiRS MAY BE AI virw- : [ .,
<br />I ", P At FLANGES OF END PAFJEI r
<br />n al, ,"I tNO 14"LL5 ^11 O DDl1 w
<br />'A'-t, (� e. A STOP BAR FS Ca , r, 9CO) AT LEAST TWO
<br />'A•fc,S SMALL BE CONNECTED '.rr-v RA k dSING SPECS
<br />'N': 7ATEC ON NOTE (3) ABC r •.. :A�f_, CONNEC I014 OF
<br />IWNF,S 10 BOTTOM TRAi MAI • , 'k A' ANY PANEL LOCAT40M
<br />f _Nr , , _. MIND
<br />,,�.I
<br />01.1•,.` q, A. Tlt4`6
<br />Q•'� `r N '. `� "' FLORIDA NIVILDIHG CODE haav H' r, V."o. H., ;;I an• ton
<br />. d4t57 -. - �aPPR M.W.- 24 GAGE GALVANIZED STEEL STORM PANtI, I �'I
<br />*' * *��/ LL. E_COINL \`, GLOBAL PROTECTION PRODUCTS. LLC. °rr';R1010
<br />S *IlIPP9 • 4RD0 s. s ,�.
<br />• n Ft ORl4I . z'"P 1- 1, tr ,r 1.1-n 11,: QIM(, 1! 11:,, 20-175
<br />�(• .'� ss �pn MY•MN M,.Wqu•IH• •M (r141se.-15,1 4 fY1.A4r•a••
<br />ENGINEERIN+
<br />l"agt 2 of 7
<br />All American Sh tti . vidOil" - 24ga Galvanized Siocl \i,Irm PHnels
<br />No 33h, rnueAeH in allowable stress has been m&J NI the design of this Product
<br />',vpafa0otf from glazing is not Nrquired lot rnslal(ahnns u(Aside of vAnd 2r3Re 4 and es-ol,. '
<br />impact Resistance:
<br />(, L, ,, ;i ,FAw I&^;blanee has been demonvial,,1 a6 av,aenced1D preiriou 1Y listed lest N•11,,.' r . 11
<br />eccoLitdad for in the eng(reedng des,gn of Ilia pioduel
<br />Wind Load Resistance
<br />It `I,t t 1 lio, L, •I, ,I,,,,6jned to re" Wind Welds as indrealed ,n Iho 51«,n schedules) on Iho
<br />r-1 r- .:-, Product EvUlllahon Dntumenl G e engineering d,mvwV)
<br />Installation
<br />T a m st rrt .1, 1 1 .Ncn r e Product Evnlnallon Document t Ins pn1N1U[I stet belM1 NaN1 r r I w11h Is respective D Lulrre it { IF
<br />wI 11 i M d a 'I Ih .1 rum nan16 rlded Irreld n
<br />eY1gMs tq rowing} pn
<br />Product componerUs :»<+ of the material soRc:i6ed In that otxlw 1, -oectrve Prodoci Evaluohon
<br />O„r, v ... , .ni'me[rig draw.gl
<br />_imitations & Conditions of Use:
<br />r ". H with 1 r Pr 1 Document t o
<br />the this aklcl shnM too In Sim I accordance 1150 es cOv LxT, r2 EYaluetaon OI IM" W
<br />engineering dravAng) as noted herein,
<br />AN h structures 1 r r, Na su m and be 1 A malan:u supporting host H dunes She[) t1s designed to es N fH'H sxrsod bads haN o
<br />hsled 1n thts piofuiln irspective anchor schedule Hoal shuclwe LnridRione which ate not accounted kit
<br />rn (x It. oducrh 1-pechin Il ve anchor schedule she designed for on a site-spsulle Oasis by a r(lgilered
<br />IY'd,rovonol enginee,
<br />r m nOnl installed ah corrosion cOTltan.nat«•, and
<br />netts which are a Had aR W iNa4sed NHsI ;a1 h N cxMHNx1 peY p tips
<br />Other such denlepe at so f blos
<br />This product hes heen designed tot the wthn and outskle the High VeooraY ttunv_wno Zane (HVHZ)
<br />Ropecilid Y.
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<br />I,;,A Iterinard0. P):
<br />ENGINEERING ExpRili
<br />IIPFIIr"0;41, ( "ll Vol:, u;,XA
<br />I1 1iw 121- AVFNUE SUITE 106, 01k N111tn AtAt M. II 33442
<br />(954) 354-0660 !(966) 396.9999
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<br />INSTALLATION DETAILS_ -FORK_ 2000 E_-Z HANG STORM PANEL 1-
<br />INJ.Q- PQ�_O-ONOR�.�f�...-Q.KRET-E DLO K AND WO QQ STRUL URES
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<br />SECTION EZT
<br />SCALE 1/8-"
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<br />1. IN';r.1LA'ICJN ARE 1;. Nt 1 VALIU POR MAX.A S D DESIGN IL 6'
<br />PRESSURE RATx40 ♦/- 40.0 p.s.}. AND 6•-W MA%
<br />PANEL LENGTH
<br />2. FOR NEW WOOD FRAME CONSTRUCTION WOOD
<br />MEMBERS EO BE 1,000,ERN PINE NO 2. WJ SPECif IC
<br />DENSITY OF 055 OR I C'LAAL
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<br />ALL AMERICAN SHUTTERS AND GLASS MNIMUMALLOWABIE
<br />/ 1 DESIGN PRESSURFS. ,,,; I., ., __ -
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<br />DESIGN NOTES: I 5(HEDULEs 4
<br />N IVTH uHIIMDED POS WE AND Ni U1:6N PRESSURESCALOULATED a. Y
<br />FOR USF Wlir 1 TI 1 - `rSTEM SMaLI BC DETERMINED PER
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<br />COMP T the INLE+I:IVG 1N ACCORDANCE WITH THE
<br />1; t' Y,u.,NC(LONN I CRT'I t". irDE. R REWtRH1CNT5 As yl
<br />TrP, Cl-Tr RN ,AL IN N7TH A.SCE 7 IND UdP1ER O = G
<br />t „J v 1 HE FLORIDA BUILDING X f SHALL BE LESS THAN si a E
<br />TYPE AS REQ'D) SE,TIf It I .;IL KZuAL TD THE POOITII,F ,. I! '.. "'E DEGIGN r> ,".
<br />,JP11901I ,,, 11_H PNeGNURI WP4LIIr V-Li �,,.,tL)HERBINFORAMI <
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<br />-F.'�Aw • ABDSPAN tuSE ^, 311 `
<br />'1•, A IVR<vR1ATE SPAN TABLET GENERAL NOTES: �I�,�^�
<br />'1 I ' I. TV,V. a. IHC' AIMN HIS BEEN DESIGNED' AMD S,NA,u SL FARRICAT® [N � W. ,jt
<br />e i ,lNi''/NEVI A`t,aL'AN NITHTNE EQIIIRfMGNT�OI TMI FLGMIL;S [V .DING CO DE 01y
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<br />ay , I I ',xir 1N TO ALL LAC AL BUILDINU ioOf ANENIIMENTSVMICHMAY
<br />{Jy tr cEstax eanM1A aevouc AS srAaen n7a DN MAY AlQVl1e LA
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<br />�•'" 3 THE h1N HIrF.:IN.-1NFtF OF RECYJRD FOR THE pgp3ECT
<br />S SUPeas"LiM P• , ^n V7a7CN TMSS OESSGN 1SUSEO6NAL1 Se AtSPONSISLE LD
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<br />ITj tyl"' " T [tICDRM4nON fps A SrPgf {[ :.4, c. IU11 F,tTE CON07nON6 pafRN1N1 rDI,,M W � . p r.�m
<br />n37-.,'� THE CONDTTKNS DLtA1LE0 MIRE)N.AUClMSEO ENGINEIROR R6'GIAE i0 � d
<br />MAY BE 0 T . TTKrLH ALI PA ea APi : SP M NTS POa USF IN t al ARCM P L IttC DCK4 E
<br />a 00`TGM COMIUNCTION ar «7N15 bOCVMENT is 4 ,
<br />fRaS5Y0.B DIv105P e"°bn i S PiNi7v�FACFT°2AOAaAs60 n« wxl«, « •rcrf n C 7 ;•
<br />t TYPICAL VERTICAL MOUNT ELEVAl10N {{3L MN1i 77��EE �[ ORpE p1SAe AD S5 = =
<br />N " S ELEVATION 7 EA1YISf ;AzTENERS SMALL BF CA Rrit t: f...7511iMlf"Wl e.110RD V% tj i ,i( 3 a
<br />1 Cox Rr AtnN ABlsrZtEr MATERIALANDSHALL rLwP1V ALM'SPECIFic.Tmk �N, � as
<br />MA ALVMBIUM eTNUCTURl6' SCCTMN 7 1 EY THE AL CHINCH AC60QATION,
<br />;41 , 4. Atoll APPUCAKE FEDERAL, SfATt, ANCyCA LOCAL CAGES. 6:
<br />TOP MOUNT 4 MN HALL 34 . ST L. K ,'
<br />I.1.K) ALL 5ipaM a155 AA 4A ER Opt
<br />Lmar
<br />e a PM CTURAL UAlltt IX 9. aTORN M E E TO A aA53 STRU O
<br />C.:Y4N T. q: ` AAE f'�'.
<br />A• T VANIZEX EXTRUSIONS
<br />NS O A y7FI M P SPNN AL ry Sim OaOaK O w in MM NN Last MET. W
<br />a. RF ^ 1Y
<br />( 4 Y
<br />k 1
<br />Exm s N A ALUMINUM 1
<br />- 10. ALLAWMMUN U EO SSH LLef tassis W INUM A4AG
<br />,Mass p & SO DTH ERvnsE
<br />TT 11 T(M a aaTTOM DCTA1:i snOWN MAr RE INTONE nANGtO AS FIELD
<br />Y1-11-�-EIFLI
<br />CCAIDITIONSDICTATE, PMIELSNAYEFNWNTFDVERTICALLYp1
<br />1 HOWCOrTALLYAS APPLICABLE. Qj: 1a CONCRa1EAN-..%AKnf0.WAth-M .UtpomotoT
<br />�qI„OM-CRACKNO CONCRETE ONLY, INSIML AAA CrMCRETE ANCHORS PERrgV IY. TUMKIMIRNI4EN0ATIONe.
<br />« ;rL� I,, MB CONTPACTOA A RESP0119LLE TO I1AULATE GIS PROTECT ALL 3Sqqff
<br />g R T MEMOERs I I0M DI561NI& NATBtU15lp FREVENTEUK TROISSEfi. !E t
<br />8a 11,
<br />jj L,J P-OB5TPUCI RA4 I,t. 00GINUR SEAL Ai D HERE TO VAf 1DATE5 C,TRUCNRAL DEM6ti ss. 2 ,Bi
<br />5 ILC7CA.IIJMHA' /nxrJ Ip'OUEWNNIIEOFIN�USE
<br />iV�MARMLRS.SFistTenGl BY enMr.T'I ALLR L'osiitpA+,.: %Ala' r''f"I
<br />/ r A f V• D rNClUD7NO lE6a,L FEES a AP flu f TIES RE6VLT0/0 FROM NATBII - '-Pt
<br />�! cASR1CATION, SYCTEM ERICTIN, A FDN ,TRUCTIOM NWCTKK BIYiH:: y R�(P
<br />o! A TOP MOUNT . -xn 1s e.L13n - 4"LD<., w .1. DePAL DDDes M PRo« 1.I41.1 %
<br />(CCIIN TYPE OR W`rIoRS tie TN ILAN F F
<br />AS RfQ'D) LI. INCEPT AS EXPRISSLYPROW"D 11MEM, 40 ADDITNNAL :1!I
<br />» -- rl R11KCATIONS OR AFFIRMATIONS AM (NlEM6En. p
<br />L L. .ITRMAnoas AD@ 11. OR-N MAAAIM..-n16 DDCU- .1 �j
<br />.RR NOT rClai'vii AND WvA&UW,t -is rr.PTIPIL.Inch. � AI,')
<br />Lmex 17 PANFL5 SMALL 6E P9111ANINTLY LABELED WIN A MINIMUM OF (1) LAPEL 11�
<br />1
<br />tK1TTOM MOUNT (tZ1Ml PPA 4VMIY 10 FEET CCNTAINING THE MLIM` "'MMA'a"' '1
<br />1l (SF BELOW �LL� fTrRAS a!O'DI l Megi�^RID AN SHU'LERS AND GLASS �L 4�I�➢F
<br />oeaTwSTnoN1 WISE BEACH
<br />OPTIONAL W'-20 STITC N TAS 201. TAS 202 a TA5 203
<br />PONEtS MAY '"'NOT"
<br />L N(7r_HeDA5 P EQUIRED BOL154VITN WAIiNfRED \ r 1110A PRODUCT AOPROUAL MUM a4 A `9T-"wl•Nww
<br />DAW1tEC i11Ai CUNr/ECTIONS AND WINGNUTS FASTERED O- --' 20-31543
<br />-ANCHORS ARE USED WHICH SATISFY alTIItAP$ p MIDS,MN UST
<br />1'ANSAeC7.'E 8 BELOW OASTRIKi(ON. APMICA,w";YrF .4"I TABLE') VISIT I;GAI.C.IOVE166a ft"I
<br />■ $'p
<br />VERTICAL MOUNT ELEVATION r' R ` "'T" -' -
<br />2 NOTCHED PANELS .,' f'
<br />Heim ■
<br />1 ,' _ ELEVATION w u1rnM«---I.4s7t4K 41r.wa,crs
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />4 CAUV 'E ,111CLS
<br />A• N MIIAA',"ruin
<br />, tl 1111. 7' I', I M 'A, :.L145
<br />1•. _
<br />11 .-.11 r. ii :1. II.
<br />-1.,ill
<br />DF U iN
<br />Al ,
<br />1
<br />t'A' .LICE < N H
<br />,,! IS Ai • l F
<br />YA Pf ES I
<br />Po
<br />SrANf•..
<br />�,i i, s11N ,!
<br />t
<br />nIAN )n ANOVL GAA(H '
<br />'0
<br />Iill Or
<br />,1.,.
<br />I
<br />J14. '
<br />_
<br />.7 a h
<br />1..
<br />r..
<br />''I .
<br />.J'm
<br />ITo 0NI
<br />, th
<br />IA•„
<br />.TAS
<br />1100,n
<br />Aa.,
<br />„."
<br />W
<br />1100 In
<br />606 n
<br />1 ..I,
<br />/55
<br />1066In
<br />60BI,
<br />in
<br />Rl
<br />609n
<br />1i .
<br />.! IS
<br />54 e n
<br />G IT In
<br />: 1+ n
<br />vr'
<br />S .+
<br />611,n
<br />290.n
<br />5
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
<br />C-PANELSy-----__.____.,.-.--- -
<br />r-_....-"' Y
<br />v H I-iAMOPVI
<br />C
<br />rY 5a V N a
<br />sa 1 211
<br />Liuu IM.4
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<br />-C A 4
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<br />9
<br />a
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<br />I lit f
<br />3
<br />0
<br />I R
<br />I
<br />H
<br />11
<br />9
<br />I
<br />(T
<br />'.
<br />2
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<br />25`
<br />" -
<br />27
<br />2
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<br />6'
<br />4
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<br />sfr
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<br />-2r
<br />_
<br />7'
<br />i 1'
<br />29'
<br />10'
<br />11
<br />1
<br />N ' 11'
<br />a 1;
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<br />29'
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<br />26'
<br />33r'
<br />53
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<br />SPAN SCHEDULE NOTES: f' I a --
<br />N' N AD F.,V, - AI V r 1.1av1. '• F F AN SC ,Vit- WIFr Ef� 7 f -{� I
<br />U 5161i PANN , 0FNER SPACIFr� TO - - r.OH rArRA" ' y
<br />e tabs
<br />I I
<br />i P //�Fy��jyr1-
<br />:)fT7RnN MARINIIM Aii UYfA0LE5 M PANEL /' I' I E (R! T _
<br />SPAN SCHEDULE IS ACCEPTABLE FOR USE YfIT1C I i Ail F LL1
<br />00517 VE LOADS LESS THAN OR EQUAL TO j
<br />NEGATNE DESIGN LOADS. I I A' : ewa, oI ,J
<br />'P ERS' ARE STUDS USED IN 3 ANEI ASTER
<br />a'_ -tl+ ulkv.
<br />1 MOW M71EXTRUSIONS �"w a
<br />J
<br />lON MALL r(G x:,,z cowl w;.Y..
<br />CONIIRIC wT jII fry..�F(IIr 'j�Ep <E
<br />I �1I I �'� I r11. • I R TU E ANGLE EYE. USE cli
<br />(
<br />F AC .s ODD C .1
<br />o r4N M"T¢nr.n SrAcwo .AV.L void¢, rOn C Et
<br />I I M1
<br />At, -•I' AND, HF,AEIERS IINC1uOIHG GUILD OUT 'EII�
<br />r.3 LIFNEAP INTERPOLATION BETWEEN LOADS IS IA•• "�'1
<br />N NEXT N P AD ACCEPTABLE, OTHERWISE USE NE IGNE LOAD I
<br />GLASS SEPARATION NOTES: 0
<br />1. ENTER:PANSCHEDULEWlnl"ITIVEN'.,IC.N,C,AA "-F1EP4lNE I
<br />1
<br />MINtOUIM AAtOWABLE SEPARATION FPCW oil [ifli•1[. Ira RI PU(,!1L7ED l_' L
<br />2 SCl.i IS RFQUfREO FOP ,K wl'•• HIS I;YF -I)OOA OR-.' . -nisi hI
<br />INTEillf RPOLATION BETWEEN LOAD! I. ACF FPIAb, E. 07NPRWISE USE NEII HIGHER I. \��
<br />IOAU , '
<br />I FOR INSTALLAITd- Gol SIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL 1
<br />fAC{LITIES IN AV14 WIND ZONES I THROUGH 3, THE GLA55 SEPARATION \
<br />SCHEDULE IS NOT REWIRED AMD NO MINIMIYH SPAR %' IOPl f krW 110 p
<br />P1101rcTeo OPENING Is RFOUIRFt,., ___j
<br />__
<br />'I',UFTIUNAL lNTL,R_,IOR FASTENING DE-FAI.. L
<br />N.I J, ._.
<br />-
<br />II
<br />5 -
<br />-."v-1.1 ,w
<br />4-1� �,
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<br />nOPTIONAL
<br />EGRESS PANEL DETAIL-_ _ --
<br />'A".i.! INi! 2(OR FASTENING
<br />r PP101"5N ✓,.
<br />,.
<br />As /1
<br />-1.990' 2 210' ` C-
<br />• 1-1 250- o Q96•5p --1_ -0 060" � %I x, NwN . `
<br />F
<br />} 4 AIz'a g ✓ e T----vJ TVP. a to k, t
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<br />C94' .120" TrP
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<br />t 930' 1 930' 1_LP� -0 of :' 1- __ rc - �, s
<br />- 0.06I 3:S"-' 012S LTN u
<br />r Is -I o - �.000• 0,0,1.�� -1 2.00o• I -J 2.01V I-- TIP °I> x 1�
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<br />r?. 1.51 1.S(il '-t1 SA'r�i-_I' 3 ]60"MA%'y� _f ]74)6q E'-�0�31]"2 0. �1 ' , pp ` - 0-• ({ S r
<br />7 1 OK9'. I j'j r-a65S 0,,, �I I �04k55' 0 776' I- -01�' V G j
<br />L
<br />1 12.5W' PANE, 1:0.11:FV;F L-1 D.779•-•EFL( �I .1 jl of t9D � �il +l ,yr§�5'� o.BB6• p.19C' LOOT• V7 K
<br />] L I 000" le
<br />(- i4.s2s• 1r.Na"A.6ncn. TT7 O�7 tw{ O.L,r OS Pz�„ 0.2rA' OA50" __ ( 1��J! $�
<br />I-3A'_AIAK1 �� __�_ ulAF:nN F'II't�1 ��ggpp^^ ---T L.._l
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<br />0TTF oTVP tt'' a „ ,l is O rx15 M-i-0�710" eD 13S • U l05'-
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<br />._- ,.a rry.OUT ,r, ljp �1NAcz y 0,090- ^.IERGR„ �' gT:tAl'... 0.9I J
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<br />r ...aAAA 33 ��. $
<br />W 4_ -4
<br />a 1
<br />r I
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<br />i
<br />n..l .. DI,1114.1 J• .
<br />5
<br />OVERUr \ / \ ✓/1 IY.1Ttn(1 .7 J� t:nn i
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<br />ll"" .).11fl"I v 1,W, 11cz.c l./Y v:°m i� �/- MA�'r
<br />-.Y/ M:a:r r.,w 112
<br />R T -
<br />UILD-OU a ,r arc rr
<br />DISTANCE .��N�''�..••.�1l.^��''ll"��.��''ffj••77���
<br />N 4 jr
<br />vv�(�,/�l�����4���
<br />"I rrI�� aal
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<br />cc���, l- 1.000' J
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<br />('� \`--L/ xr .., i� ] CFr.I Ct 1- .-..r-r '.Nr '.,5+,.l Rr M1 -
<br />I.00D' IN Ial_S h eru': Will
<br />OVERLAP •.N,.a 3.920" 'J' !.._ N 1,E:I1
<br />MAN '1 / / \� ^„ [[
<br />25' Max. Nis 1.SDD' I a l 2_E�IEI 1C) .v _....� .IN V� 1
<br />MN� LAUD" ��I.S111 ,
<br />14-MAX. NtN I.
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<br />V 1 :vin .n,-W x�r D�� �7
<br />0 MMP NDu _ -- r, rT, .. is 1 4 y 9 ® N y l l!
<br />ANCHOR SPACING SCHEDULE:
<br />74 GAUGE PANE15 DAJIWI. tl,:r: I. NERS • 12 S` 0,
<br />----i:v Mae DTlTANCE
<br />MAr a
<br />_
<br />r 1
<br />MUr! -i w
<br />cawr ma
<br />Irrr IN eon
<br />L4 i4t!!_
<br />ANCHOR PRrserar
<br />w
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<br />U <4
<br />1! V b C1 <i C
<br />Ylb' 11/4'GX O[0
<br />OENNT UL1aKd1
<br />25
<br />16D"1 7
<br />49"
<br />1: 7"
<br />16 A' 11I
<br />' 125
<br />16 D' i2 '
<br />16. 0' .. - 3
<br />11.5
<br />16.0r11.IT
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<br />12. 5'
<br />16.0"
<br />ai'•
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<br />23 S
<br />16.0, 10 1
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<br />13 5'
<br />16 0
<br />At' 123
<br />16 0 ••
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<br />16.0" 92
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<br />16 91 ,'
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<br />$4'
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<br />ANCHOR NOTES:
<br />A r P'�' 1, i l N.117 a_rl[DULE APPLIES C.A ALL RT3TIP�IlD MlRl1N BUT CWl:r PROVIDES
<br />1AxlPUMAL1pwABLE ANCFW 5PAClNG MAXIMUM ALLDWA6lE SPANS ANOPRl.SUPES INDICATE
<br />D
<br />1N'PAN SCHEDWIE SMALL APPLY.
<br />ENTER ANCWR SCHeDULE 11A9tO CNN PArEL FASTENER SPACIWG THE E4ISt[NG SfRUC:LIR!
<br />MATERIAL B ANCHOR TYPE SETC'T CESIGN LDM1 GREATER IKkN OR eQUAL TC NIDGAT1VE DESIGN
<br />L,1.0 ON 9r1UTTER AND rELC:T V-AN'iAtATER T1MN OR EQUAL TD SHUTTER W'AM.6eLPCIE
<br />TYPE BASED T MOUNTING 1fION (SEE AI ON
<br />SHE 2 FOR E FIC ADPCONNE E C01D t MOUNTING DETAILS
<br />2 0. mENTIFTGTIW CE CONNECTION TYPE I.
<br />1. ET FOR W K WN I
<br />3. 'PANEL FASTENlP$' MITE IN �W UNCTi H ALL MOUNTING EIRRUSTONS STUDS USED L FASTENER
<br />E L NG
<br />-T T Df APR" P P 1 7 FOR
<br />ALL("WI -TRACK UD D .1.E ETC IGBUIL5 UT PAWL AS EMEH SPACD MG ABLE VALUES
<br />ALL N'- AND'U' Ht ADC aS (IHCLU011G 9U11DOUT f ON[NIC.AvS)
<br />4. ANCHIJRS s'NtL 6E 06TALEEDIN ACr C7g DAN:E WIH PMUFACTURERS' RECOMMENDA'IMI,
<br />, HOLU0* BLOCK HOST STRUCTURE 5n1ALL CONFORM TO ASTM Coo KOM
<br />6 NONIMUM EMBEDMENT SMALL BE AS MOTH IN ANCHOR SCIfftMRE
<br />r ""T,UN EMDEEMtEN1 ANC, fCK,E OLSTANCE LXCLU05 STUCM, FOAM, PA1r'X, AND OTTER WALL
<br />Y F N M Sri 4' MAXR SHALL BE VIFUf 1, 11 'I MC HES TALL 1 IS F5 Let VIOIEU TG IA O I C a U,IEN.W
<br />T r TRANSFER LOA 1.) rl T STRUCTURE
<br />AOE EL OS UCf
<br />GIjO
<br />c
<br />A r4, F!; CIF IN LLBEEMBED TO C11ACI'ED ONLY.
<br />s, CONCRETE ANCHOR_
<br />E SFU EMBEDDED L7DNICPE'fE
<br />P. WHCrI[ LVICTINC 9711w,. -LAG If, WOOD rzNAMNG, CYKn NG CDIUIIiCrX NAY VARV. FTLLD
<br />F N VERIFY 7H4T ASTERS Al: E t .NTOADEQUATE WOOD FRAMING ME MBCILS NOT PLYWOOD. FASTEN
<br />ING
<br />TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
<br />10. WHERE AhCHCR5 FASTEN TO NARPAIY NICE Of STUD FRAMs FASTENER SHALL be LOCATED IN
<br />CENTER OF NOMINAL 2' X 4' (NIN.) WOOD STUD 1,': EDGE DISTANCE IS ACCEPTABLE FOR WOOD
<br />FMMIICI. WOOD STUD SHALL BE'SOUTHERN PINE'G-O.SSORGREATERDENSRY LAGSCPEW
<br />SHALL HAVE PHILLIPS PAN H61D OR HEX HEAD.
<br />L2 M. P6LRr/ARE [EARED PANE(3 ALL P084M W IC- St'' 5 IO BUSHNG
<br />MNG-9N! 3CPlWS SMALL HAVE /1rDNIPUM ENGAGEMENT JT•P AfiINTO THE
<br />BASF
<br />ANCHOR AND MAY HAVE EITHER A PAN HEAD, TR1755 HEAD, C61 W►PLR HLAO (SIDEWALK III IJ N 0
<br />13. MINIMUM EMBEDMENT AND EDGE 015TA IKE EALLV(NS SILKOO CA OT44ER%ii FINISHES.
<br />14. ,I= DESIGNATES A7•CHOR COeDr110NACCEPTABLE USES.
<br />WHI04 ARE NET ACCEPTAUSES.
<br />L5. * DIRECT M(AINTING CDNDfTR7N5.
<br />t6 IHf AR IN1F.wl A11-m -11' PPA MITTPn1fA G,M1-TH6ANCNOIMq rFn.IFi I,c F11 ..
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<br />SHEET NO.
<br />SH 1.5
<br />OCT 2 g 2022
<br />\/R/I\ ,
<br />Virtual Review Assist, Inc
<br />Plans Review completed and approve
<br />for compliance with the 2020 r 6C 7th Edition
<br />by Debra Anne Klahr PX2300
<br />
|