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■ . <br />--- - - _- � _ ___ -' _' _------------------- <br />EZi/18 <br />EZ1W/13 I`41" sESTrIN AST A AiFEFMOFs 1 <br />•: ... ERNA]fiv[ E.7 R1R DID 4s4-F:'{ Rai '. <br />- Mon. 1" i <br />I" Wn -. 15I ,. <br />y _, <br />g:uses N6•T 2; '_it M'tt Of -- Ieri I - <br />O F,Ar_i1 f1JD 1 _ .� <br />A4- T -.�_.-� r-. .ram .- ..... .T <br />_._ -_.1 ._ _ .. -rn' 1.A.1J7-' -a', -•��T`1___ <br />IDt- 4,- r , a.� O• a,----_' :a��.. 0--.- Y C' ,'L y L.. _ I <br />IT:I Itlt 1 I <br />t r. <br />a ,r <br />rN <br />..: Lill <br />iIUTEL I _, <br />4TFII C,,,,.- _' 1, <br />'AN.;. <br />I 1 ,.,: - <br />-W li` <br />I, + <br />1.1,* <br />- i1 <br />* <br />" � <br />- (1 A <br />A <br />1 <br />n <br />M <br />- vt W E�1A <br />,,.I:, <br />Ii .. <br />. . <br />. <br />. <br />-1 - <br />I , <br />u-i. <br />L,--LLJ_! L.....� 1L i�J J <br />-7771L L_J � '=1_L-1,_ 1 <br />LLJ _ 1. _ I L.1 ._; <br />' <br />; - � A .. . � . __­­­­­_____ <br />I __ � � <br />d rl - ,-' - <br />q IT P <br />ii r 'i1 V. . _, _ .}" M iuAl A V- ,1r ,ai; ToIl1 <br />M�r,,C,P, 1 Lf 7r. GPI: <br />-----,- "' I <br />IEE1 Y E..' k A.'I Rly.Pirr'f _2rw. ,"E, '61 <br />E21J1i3. <br />E SyY/i9 <br />TYPICAL ELEVATION FOR SERIES 20p0 E_Z HANG STORM PANEL t,l SYSTEM {t) <br />::': A'..F , - <br />[ Gh'. '1'IR.N. mtir:,FaT " ,10 <br />NSA'^,...E 'ILAuf,v � <br />�< - - % 7= 1� s= <br />,rs- <br />K. Qw - I , <br />wI <br />SECTS A -A <br />_ .A - <br />c=f`tJl.31f't E I"ii\J(._i <br />tok <br />ENGINEERING EXPRESS* <br />PRODUCT EVALUATION REPORT <br />Septemtber 15 2020 <br />A{ pikatwon Number, f 78W 1 - R2 <br />EX Protect Number 20 31543 <br />ProduAl Manufacturer All Afr mean Shutters and Glass <br />Manw aeturelAddleas 1540 Donna Road <br />West Path Beach. FL 33409 <br />Product sine 3 Description 249aGalvanized Steel hum Panel <br />s <br />Large Misfarl 1 I"pad Resistant <br />Scope of Evaluation: <br />This lefodom Evaluation Repon is being issued in acoordauEa with the fequuem only, of The Florida <br />Datewttmerd al Business and Prolawworial Regulation (Florida Bold[" Caralewrin) Rude Ch2Kdar <br />OIG20-3 005. F.A C lot statewide acceptance per Method 1(d) The product noted aoove has been <br />tested andlor evaluated as sllmmatlzed heratn to show compliance with the Flenda Building Cade <br />Seventh Edition (2020) and rs- tilt The purpose Intended. at Is" equivalent 90 that required by the Code <br />o1 h -1 e f T en 1 - PR F 1da 111 "vAlicabons of <br />Re-ILwI!€on this product slat be aglA ed b+ar g pelane la Building Coda <br />reVKrrNt6, <br />Substantiating Data: <br />4 PRODUCT EVA LUA TIQN DOCUMENTS <br />1. <br />F,t d a20-31543 tided i - - a Galvanized Steal �tlfrm Panels MIMZ 8 Nix,-ritm2] . sheets 5 <br />ravMrg 4g <br />� 1 <br />propmed try Engineering Ex1Tm% signed & sealed by Frank Bernardo P E m an integral part ot this <br />Evaluation Reflon <br />TEST REPORTS <br />Urdurra sting structural peifotmanCe has been tested in accordance MM TAS 202'test standards paf Iest <br />repords) OBT-ASG-17-001 by Biackvratter Testing, Inc. <br />Large inims, 0, impact rewslance and cyclic loading performance hag been tested in accordance wnh TAS <br />201 Said TAS 203 test standards pet test fepatls) 08T-ASG-17-001 by Bktckwatef Testing. Inc <br />. STRUCTURAL ENGINEERING CALCULAT)ON8 <br />Structural engineering calculations hate been prepaled which evaluate the product based tm <br />-1]mparative ancinx rational analmIS to quaky the liallowung design crllene <br />T Maximum Allowable Spare <br />2 Minimum Allowable Spans <br />3 Minimum Glass Sepafanon <br />4 Anchor Spacing <br />160 SW 12- AiENUE SUITE 106 Dt!R IELO BEACH, FLORIDA 31442 <br />{954) 354.0660 1 j66I 39T 3999 <br />'Te..OtI4GI NSERtNGE'Rotes S. L net <br />ENGi.EERINGE-,P€Ss 4.RH <br />- ,• . .7--g.- <br />J✓ 1'A <br />- I- `^A<. <br />N'-a <br />i:.tr <br />T <br />I.. <br />I <br />rh <br />H ,. <br />g n <br />It <br />Si <br />ro <br />- V <br />, � , <br />a -TI.1 <br />w"1 I w. <br />1 <br />:•:K:.J <br />, <br />r.w ,rr <br />1 <br />R �'YY <br />.U=Wt• <br />T MM tRlrgiAp f, <br />�- <br />I , l <br />� <br />�PT9G <br />IF tl IRA_ LT• _ <br />` T!3 S1 c <br />u_; <br />j <br />RIa <br />III <br />rr . <br />l <br />- <br />/is i <br />L1Rx <br />n aqN? <br />IN M ::: r,n-L,I ,' <br />f�� 'd:. G-41i <br />-I'o-�� <br />L Nut Prao-: r�.,7 E1n*,,C �� r U i •s- <br />Y•" k kW a L� I. 1" • _V+ <br />air 3 L <br />rs ra a« T3 - <br />-, P44W,:1113,A1.M.1M. <br />.tip <br />s t 1 rIti ., <br />�N '""�r��"'r. ILVIGA B;.Ni_DNG CODE {Na• HilM Yaloc!ry elu•r C2: 1,a Z*-ram, <br />$41 �S P' f 4 E GALVANIZED STEEL $WfV PANEL <br />II <br />-rr ; 1E - I L E C O [GLOBAL PROTECTION PRODUCTS, LC.' <br />-.�_. G1AT� [ii�` -tea rr7 ,, 7 E9Ee <br />-r' - P ,+!�"•: [J" Trn q rc 'e: Nor �r. e r =;sz-. <br />y.r r 1 <br />.4,1 <br />0 F_ r,,, i:�, l r--i I-- F_ f-i � P,� (-_-� 11a. Lsf' f <br />All ArneiiLan Shutters and Guns, - 01r;tl Gakanizecl Steel Stuirn Panels <br />No 33%increase In allowable stress has Deer used in the design of this product <br />Separation from glazing rs not required fa mslallauGns outside of wind zone 4 and essential taclgres <br />Impact Resistance: <br />Large Impact Resistance has been demonstrated as evrdemoed in previously, listed test report(s), and is <br />accounted for In the origrneering design of this Produd <br />Wind Load Resistance <br />This product has dean designed to resist wind loads as IndKatad in the span schodide4s) on the <br />respective Product Evaluation Documed (i a engereenng drawing) <br />installation <br />This product shall Da inta@ed in steel cumpkirri with AS respective Pior'luct Evaluation Document o a <br />enurn l-nng drawing) along with all components noted therein <br />Product components ehalr tie of the merenal speclffed in That product E. respecivVe Prolhscl Evaluation <br />Document (Ia fingml'•erirg drawing) <br />Limitations & Conditions of Use: <br />Use of this product shall be in strict accordarica wdt+ (tie respective Product Evakuahon Document (i e <br />"nearing drawl as h ein <br />All supporting hosl structures Stan he designed to resist ail superilroosed treads and Shall tie of a malerrol <br />laded In Ihm pmoucT s 1eSTH14tive anchor Schedule Host struttule c8rldrlidns which ,are not aco,woted 64 <br />in this pfoduct's respective anchor schedule shall be designed for on a site-spectf c basis by 4 ragisteteh <br />paotessional engineer <br />Wcomponents, whTeti are TaTrlan a l rlstReedah d tEpote led against CrTTirs30rf. cDnI inshOnAllq <br />other such damage� at aft ti <br />This product has been designed tot use within and Outside the High Velocity Hurncanb Zone (HVHZ! <br />kGiNPcL'tdtdl% <br />1n'1h,s> r' <br />Frank Berinardo. PL <br />ENGINEERING EXPRESS` <br />FTPF(K4hAav I (en Auih t1Rff= <br />16U SW 12`" AIENLf SUITE 106, DEER TELO SE4CM, FLO-10- 33442 <br />t9547 351 U66D 1 I866) 396 9999 <br />TrA tp FnGTNI'.l RincEx-RFSs To. <br />ENuINEE0INCE4.RFSS (ON <br />r,� Lt. <br />2 <br />r,M N:� <br />w.:.v <br />L.•L iL r j <br />i <br />1 -A <br />iT <br />-2A100' <br />dt . I <br />Al. <br />u!u !'CN <br />ur,uAT-n.�nRue w,i.-N. <br />_ ^?�_. __jv:LT <br />f <br />aU11Nm EhTRL�ilN6 - / , P: H<' <br />3.4W vM-S :..Y•l <br />v,: t}". <br />�C "0 N 13W.•qffW'y <br />­­­ <br />COIN x.l NOWvcETlrm-, , a-sn <br />-, Et <br />Yf4 " 1L 1:':.r1 <br />i. , , . " <br />4 } 1 <br />y rr1-1 <br />,­­­4 u .• ,,J a� •n <br />tau ittlwNT 9xr311M reef , r.-i, <br />fnl F - <br />- v .. '.',�". MTIf l 7 ,Li � , - <br />LIT r y -1 r M,i'vI, <br />J Y <br />a• y 1 , r'-h.a <br />rice r Y, 1° A 1'1E F i"H <br />T f i C RI tl <br />I— <br />., L rt+_ ,£. <br />� 7/vt _ <br />A' <br />Jt:L ( - <br />I 1 <br />t <br />1211; <br />lA ' R - <br />_.11,{ <br />s'22 <br />_ 41 R a , <br />1.11 <br />. <br />I <br />M <br />@a <br />LR12: i 14 I. 68 <br />i 4 II11 . �' _, A T i r, . <br />/ L. <br />281 - CF. -..A P. - -.Hr1.11 I,p,A.,. H1,4-t. 1__ I><,F �, r- T�.rrRa"'P 20-: <br />7TT 1n•,.._ - 11. n err <br />1211,11, <br />/e WrK30r+LrO yCTrOMCIOWR_u.40 - <br />_ __'_._ - - ----- -- ----- - ----- _ -__-_____.- - <br />tNSTALLATION OETA& FOR SERIES 20L70 E-Z HANG STORM PANEL .1 ' <br />INTO POURED CONCRETE,CLCRETE BLOCK AND YQ9Q _STRU�T�IR�S <br />f L _ I <br />xi•p 1,1l rlrlfl ! I <br />N !r <br />>.`: <br />�. ]P r"P <br />­,-,11- . <br />I aL "PL I Is. <br />`- -- -- <br />1 1 T .. -' i i <br />llcq, If, <br />I Air-".••n a 12• S.;4 N e /." 14,-s `FI,P, 5.'YitW e`1 HJN I <br />y qq <br />l F 1 4 Z :•4- W �a 1 I' , +9 En,E "I i <br />` ,9 N - {9P <br />' �T- <br />�,. <br />fin 43 I . <br />Y •I - P I <br />�r- YAFA.1.- <br />l I 9 - <br />T4G W ( 1 „+, PILM31 'LLM'1'+.r'. - L- .A`,`. 1 `-.Wh.4 I I J if #'.4F_'Y Tvr <br />Tf {{A.r. IT 6 11 <br />a i IY I is <br />�" I _ „ 6 <br />° �, 'fg I MSC <br />r ices .1 I 4 .. ,e' I/ I; enN. EN,rM '/ li <br />- �, <br />ur t a � I <br />z-AH IUn -i t R G-. rA 9 !d <br />J- TO LA•,i ` I F T ..'< a o 6_A._t I 1.�1€hc G ,, <br />3 <br />I <br />1s <br />0 ( <br />AH.,-F 'm O C A s T 4:Yfi' t _ .A II <br />i .UN.F.LF FcCtm: 6 - I AEO" IF <br />C,Y„ <br />rp,; <br />I <br />WALL_MOUNTl MOUNTING MOUNTING WALL _MOUIiI T <br />�LOQN E21SG ALTERNATIYE E21W <br />I,- <br />I- - c, <br />o Frar� <br />r <br />- .,..i I- 6l_URICIA BLPILUXirL: [�Cti7L V,Nu7r+ Ht 1r yelr:crnr Hu -C.D 2.��+4', <br />WILL F'AR'E' L 1z. i,;.' F' 41 E / <br />I� - ....€ r-, - 'S-l".l. L`1t. -c' ,J^1. * "' .!'4 AIDE C,LUA:h'fl3`f.C1 ,:TF'EL 54URN E".IINEV. ::;,., ;, <br />T,,:. - - <br />t k. rA"I,a 1ON AM.. NT T ':WLI,a FUR IVAY. A _1A4N _ .A .. .. ......:.,. „ ,.,_,:.., ...,. ,. ,.,.,,... ... __.-»„ _.-..„__._-,,,_�_ ._-.�.._.._. <br />4 =;i FL EA39NC 4D.r1 f;x! AA h u` TAAT ?. - G s Y E!� .. I GLOBAL PR C LL "T ,7:fo <br />2l r r, w €- cn1 r.; - -Yr Rw�+uYrI�EN..tt+ : Ccln. �. ' G PROTECTION PRODUCTS, C.r ,- <br />c4f.E: If P4Gk IL iC V !Nc <br />LS<NtBE '? HE ^a3i Na. _ b _.1Aj a ..`.' . .,rl:. 20 175 <br />DENSI . Or 0 E.. _LUAi. - - _ _F - - _ .. r_ L .".,.. <br />iM1rRA •51cm ". - •'t ie _ ,----------t�s __ <br />L , _ - �'-T _ '^ ice- ,34; , w <br />ALL AMERICAN SHUTTERS AND GLASS 1 iI MAXIh1UM ALLOWABLE <br />I DESIGN PRESSURES: ` "' rill <br />249a GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) I, I ,0-11, �Tr _- <br />-- ----- --___ ---, r I AS N1 TEV IN G£d \I <br />DESIGN NOTES I ,° ED1� I a1. ; <br />YE T,4 N4 s Ar <br />RCISITrYF ANC 7MEGATCVE �S1raN FRtSS 1RE Cl . ULAI e 1 . M re <br />FOR U E WITH TH3 TEH SHALL BE E. ERMINED PER _ <br />( T. (N _ L' <br />P A TH I <br />SE ARATE NC*INEEATRA 1N A{C RI NCF AT F� <br />I" 4EkPN11 u"DDE FTuES5Ur:T 4L 1REMENTS AE �I T1N '^ <br />r:WIE Mr r-t- ^NN �,., -r ;y, y_,", YaE rEAM1NEL 1N A'-`CD@D !Ki wPira Ate() ANO CHtiT€ Q x ��.11, Q <br />_r fF, � +iQ I. .,E°`:T'=r'..n159 - - <br />l $R3 }F Ere( ELORi G'7+ ®UILF,iN: f fie �NALL 8t LF',=, THail aj L3 t S <br />'';rfl ELiUA TO THE P,,-rrh,r OR NE: LTWC LE I A I> .4r _ 1�¢ll <br />7_______ "" _______1 _ 7T11_4NA1 i Sf5 F rTL;H FREE SUnE ..AFA.,^ir VAT. JES U`_'rED MERRN FDA 4h. 4 W 4 <br />I j-j _. .DTI. -_. D .T 'h;Tk' aW- HEYLii j A55FMbEr A5 S.IOMA, AI 45 [65 <br />I I I fr Y,'IN'�TUT P" TF cFr, tD I 9 RE` <br />P r- <br />u1 <br />A ,F r <br />- 7A_ lit .. ..0 AN 1.,, - <br />I I I. I I jX 6P-WRr eca:::N•ABLFF GENERAL NOTES: 3 e <br />. THfs SAE: IFICA1ION HA_ sFFh DISrc NfO -D SHA,., BE li ahk!CATFD Ie 41 <br />'- n I K.C4RPARC£ wlTn (HE P.£gv1P fP1 fir: j r TIS F-LOPIDA EVNLpar, CODE j. e W <br />" - l 1 �' "",4 ,,,'FL, sEucNTH E(4Tt G1i'1C ED; RSF L5F 1NSlCE ANU OUTSIDE OF THE HN[2.•EP <_,'v �a <br />T P TI ! k } TAD 201 ZL2 TO IDe TES R rLC Lr,CI'AMITOP 5.=1 WIM11S'4' <br />G it �` `, 'I I AND CQYFCgM TO ALL L74 AL eL Ir04C L'tlr,F A!"€NC1MEhTg WHIr'H •14* <br />APPLY DEo19NCRTTrRIAOMNDAS T 7tOHtftVNSTAN"FQVin[ CA <br />I I I. I rIR I ADO DIC3 NAL S RE.'iU'E' ITft s'.E.ALFIT ENG FI EFG W G �{nn <br />I ?" VI331 Il'L INCREAE€ IN A %48LE E1RES nl'a 10HN USPO IN NNE <br />_ 1 9turA 1 THu5'5'kSTEn. <br />_ 's ,HE NITKt+ENGINEEB 1`1 REr C!'D R]R 11.1 PAWR,1 <br />- I '•n'' P' ^AUEERsTA UCTU Rf WITH WHICH Ted!. OE51Gn f5 USED sHA.t at :55POLSRLE <br />- I "11 ,� "'' MR THE INTEGR1TYTf AL 'U1`J`OP'TIHG __nURFACE T T' THI5 DESIGN tr14CH <br />I 4 <br />- f Ij. - SHAll BE iWRDiNPtEb a `NE PER M]TT1YG fCfiTPA: CYE <br />_ l i 5[oAP4TF STD[ PE'fiCSd,iFr, Fu•iISEERfHs S-Ni @E RE,fu lFEC [ir <br />OIE OEA To DE MATT RUM LOADS, c•EN.Ft110hS, Mt fir M,5 COVradiEG <br />.:t nTC Nl F1 CIl NT ` I Ir I 11 TI I - NEfici N. r_ANTA,_TTll5 Ed GINEEP FOA -LrFRxaTE s, .1 :ALCUl AT7Ces A5 I � <br />.'a*N T[i-•_' AS-J ', 1 (��1..-- 1 " NAr tie AC'll'Rl:.•. E%� n <br />c RFIT'D. 1. `_ - _ 1 rn[ s1'iTLn D�'ra •.1U El 6 5[".c1i` : G x_, NET 11,:. mF Li/ d .. N i <br />p ' "il-' ;11D r Q1 FPR 4 5PE .11W 5T'1RJR 5rrr CV MVTTQ`r Qf, RENT =MON E,LE 1r <br />THE CONDITIONS C4•TAILED HEFEIN. A 110ENSED E"G!A11ILOR A,EGISTERED `I ,Wu O <br />MAY eE AT T` -_ - i( iii,E/T s.A #REAA€$1T[_.r i,i-DO-UM4NTS FOR Use 1N N <br />a. OQTTC41) CIC k1l NL11011 'bin-D'i T H 5, OCC,111ENi 2 ,. <br />,YTy�, <br />Pe STONE', Itl.S S HIRE! ACTC 5` I,JN Mhp..M AIM '. Tc <br />-��r r E- /•� �T yA�'+, 'T'Ty''t�� ' BE 0F51GM F.., E5 EGa ,EC 3 TT ,TCCI <br />I t I �Il.AL �•'tCRTT.L RL 1'1lJUN T ELEVATION �A 7 iV3Y FN.E:+URL° UlN'tl C'EIO at' h9.5 i•Ff7'r F'ArT40. = A « y <br />Au 1A6TE3i,Pps TO P� ; -1 rA MAEFTEA S4L (AADE 5 U11t Ea.S rIOTFD ,,I, tg1 _. <br />'a - ELEL'ATre7N. C17HEArtin NASTENERS SHALL eL AOMIUM YLATCU LIR GTHEP.WCSE le " <br />1 CORRO'EEOX RE°,T$TANTMATERlAL 4NOFTALLfOMPLY N!1H"5vl?r1TICATiCM, , ^ <br />MR AL,NTNUM STAUMRM` M,ZTON 13 BYTT t ALUSIN@M 45$lJ_^,anoN. Q :¢ <br />. lN1„- & ANY APPYJ' A" '[1ER-1 aT ( ANCIrk I - AL CC'=UFSi. ("% < <br />- 777 hw_t1f:T i 0 A "RP ryCL-. bAtt gE 1. EK.[ 9OA <br />IC �'IPi T'+v[_. :J:Fak?=ar,--:-. i D, [E yG,� AL''[NuFC .ATT)fC "N h�iAUNIntL'H1c-4a1 T5ILG-.rail LLU <br />Y ¢I7 <br />`I <br />Ar R <br />1 <br />r0 A R HA W T6 -.-Y _ -. . AtA LU Pa.I JY EA 5-OgSS k6E i} WNN MALLG`. <br />'-E<'T1:4, , <br />-�^ -I � JMl_�5 NC•1 EL THER l5E <br />1 r l { I f I ' - rG4 S aG Of+ Ptllt -;-, L11 RL 1111Ni A.'10 I.5 F"1 WC <br />l I 1 l I 6vTT�NIf clliinf Tf - N'S OfI TF PAN£ 4 MAY bf M .k"TED VF.ATTI AL.x4 (* <br />I ; I {{{ HjJRf2C47rALU AS AP L[ IA". <br />I 4+.d,1N7 ',, I2 C]PILRATE ANCHtlR51R:ATEe H ME dl SH.4L SE V,`VMQH,V Ts. <br />PEW _- �, I i I 1 _'T,'4YN }ti _ NUIM• C-RA.KEb C,7NCRETE ONLY. I HSIAt.I ALL. •;ONCRETEU'rH!ikBFtR <br />Ar IIFAT 'S R. "AT ash"r-' I 145 t?E''?'['1 M) uAM R,. ,T0k ISiPIIA .NI5161 .- a <br />- F - I i ` / 3 3. THE PROP iCT'JP, T9 R MATE R,LS T mFiNIEAT€ Ei rR'?E{T 1.yy 9 <br />f. <br />A ( .t Ps FRCrV I+ SSTM EI.1 NATO - �. 7 FPTEN, EE_ ik. V5T5 S '- 2 ' HF iaE r R 1A1. nL <br />"r A N - '^1' l6 G I ---^'C16. 1+ IN SEAL A&Fl EO HER€,? 'AL RU4'74RAL E_ •n <br />- _ ENGINEER . E L X 't N ODt.?Es s 0 [L aE <br />w I <br />L <br />1 = _ -..,- ;_�, l;F;;?.T I,w MS+ Jr,l,;r SHt?„IN ,jN,, /' 115E dI THiS'_SP¢� �CATICIN (i, <c1rTAhi-Tt'3i,. ^r. 31 q� <br />-` s w { r I 5 i l !IHD[r.tmmG 6 56.:C- nARHI�S Tnis 'vYGln[[A FOA ALLCOS7 A DAId:51'$ C R a'Y.f I k1 [ _� 7WLUCRI4 LEGaL rk 5APPELLATE rFE_= R(SULTINC W14 MATERIALI € 1 I 4 I { T, M;�JNTI l FNNW 1rW SYSTETI ERECTTQN.9-ONSrAIx-TI:A FIV- `„`E56FYONG TwFT i{ <br />I€ -(!'-'NFJ TrT't l IHK n IS CALLCD FOA 8' LOCI, STATr A If X-AL =Df• 0 FRC [ 7.7 B <br />6er1ATIONS 4F -TS "14 _ i` <br />I I I ICI _ +.S n[-3-c1 I 3 15. F"FIFTASE'PRFC`,L'+PROYf DFD HtREr1, NG xDORIi'3AL - <br />! P : _ i I I URT)Rr.4TIL'Ns OP A;IRMJlT1i5M1^_ ARE ;NTEROEL, <br />I Y I - 16- A,TViAAT1f3NS ADGTTr ks OR:DTNCR MAAK G "N1 L^ LMNrr <br />. ' - - <br />J--- I ARE NI7f FtPMTTI ED AND Der A11DAT[ r 1 '[ATIFICATIGH <br />--r--- <br />SDT'r,3MMOUNTIronivir..-/ „mOK 71 P:A23FLi4 tiFJ131,6EPEFMANENTHr 4r5aELEa WITH A MIr•IM1M OF I;L}LhBFL <br />iI.,It <br />'I (;vAN DELL i4 FER fUh'Rx d 0 fEk� C,,'1tlTATN1Nr.; TH F Lid i14YIN ISINPGRALATION'. O L <br />3FSTCfT'_T1 VA•l [ AL AN E,knT" 5l Vr ERN, AnC F 4 16$ c11 <br />Td Pf A RErj'CI <br />1,_,_ ^ru'Y 9E •IGi HE' dt5 R.EQWTHTE:_ 'rICNPi )y 1t1 ,-"j;'CH IAf',?R mh AryafN.UT 4PPRE T H +N OE. <br />IPICAI c T HAT CC NI F'rTIC.6 A 4C I SCLT$ 141TH NA$FFFRFp T,4 "^ .r � � <br />-HOR.RE LIED wITT - Ar 1T - '7"NGN/T' FASTEKE: ; 4 _,__..-----.-- <br />AN- 20-31543 <br />SRArrs AE3`5"�%a EF1CM1'. DffiTLL,L.rr4.E OYERLArSOMGSPAN lUSE <br />i APPROPRATESFANTABLE, <br />VISIT ECALCIW1543 2M <br />VERTICAL MOUNT ELEVATION . _F ' "I <br />NOTCHED PANELS), ___. <br />tea, e,afF#ArrN1F�TPJ3.6 c n1aTINrE ■ r <br />N T 5: EtE'YATTt`X'2 •w _ w P1 AElnwra Ym+xA _ ra <br />17 <br />ALLOWABLE PA SPAN <br />LLO BLE PANEL S A �A GLASS <br />SEPARATION SCHEDULE: <br />IP i{ not 14I YAP'E d 1 ANE <br />f = IL T r V,' TI <br />T Y EU3F _ 1 A15A fUF , d <br />P L EL Yd05 L E. A T .I <br />S Hik vA P i I <br />1 k t "s <br />1 is h €a E rl.I 1! r' <br />r r r <br />4 1 N C h i <br />U 'lL <br />c <br />.'� I E € F4 Sr <br />GLASS SEPARATION NOTES: <br />P ITIrF A u w - -- <br />3 f TJ r 9 ] I F 7"£ F: k <br />I.P11`410" ALLUA4611 UPAPA TKPl 1Vj"+I ' ."Ll PVI'7, <br />---t1INIMUM ALLOWABLE SPAN SCHEDULE <br />TOP MOUNT <br />� �m` <br />' <br />1 <br />I <br />a <br />1 <br />I <br />b <br />_ <br />: ., R <br />€1 <br />I <br />I <br />:•5.. •Way, <br />.SC4 <br />- <br />I <br />r 1 <br />- ;:i <br />, <br />, <br />I <br />3 <br />s1 5 4 <br />s <br />5r^ <br />l <br />S <br />if, L r <br />� <br />N A1,. .1U <br />0 x <br />a <br />[ s <br />- <br />1 C <br />i p <br />L - <br />'a' <br />I'J <br />i 1 <br />I a E - <br />L". <br />0 . <br />_ 1 P : <br />�. <br />air <br />,Y <br />jh <br />i4,„ � <br />Aar <br />.3 �•1 L1,nest <br />I .�i <br />...L <br />+ <br />- re <br />T��;��`:..1 <br />1 <br />�+ <br />s'!'�'�:`.L. <br />� <br />is r <br />1 -a , i <br />r,_�s 'ram-:��-1 <br />I f_ r <br />\u <br />+` <br />�i I li :I <br />6 <br />�: il� I I <br />i ,111j <br />I Y <br />i1 I <br />V t I , <br />i <br />1! <br />I <br />( <br />I <br />I <br />'� i <br />I i <br />�� <br />ram'-`--�I 1 � l I <br />__ <br />�. <br />I__ <br />t <br />x,' <br />:^l`s- <br />�40 ^\ I �� #i, - Riffil"li" <br />I � I <br />f <br />_P! h`v tt. <br />, <br />-4`"�-_ _ _ I . <br />lz� <br />;= <br />-\ <br />to lAL crarEF 1199 �A-571NING IDETA[t____.. <br />&1y � <br />- A. (A <br />r , _ <br />r .. , „ i <br />z <br />6 1ww; <br />I I. u. <br />r A. ^ a n <br />z�E'_ ,3< <br />x <br />y C <br />tf3 = <br />3T- <br />4 •" <br />n <br />1 , are <br />Ii 4,,,.. <br />r' - <br />I W O <br />AQylWAINA <br />- _� I - --I �PT'T I �",�I I - �" ,,I:� 7 <br />< <br />3 <br />,.i <br />1 b. <br />.p <br />__ <br />v� <br />x- <br />�3 <br />z 1 <br />Af <br />,aF.� 77 <br />9 <br />I- <br />3 <br />i3 <br />I <br />t <br />I i / ij! <br />-. 1. _, I ♦ <br />V' <br />j( , R Y <br />4 ! <br />1 <br />Y <br />A4 <br />` f sf /` _/Haw"'.IiF.ov� Fe <br />- -----' . , __�� ✓ 20-31543 <br />-.. POWS Qi![Rlp?%*" <br />r OPz•IONAL EGRESS PANEL DETAIL <br />k tFIN I En IOR FA$-LT,'TNa -� <br />(-2 2S0' 0 094• �a 09 0' 2 250'''j) _1 ir, 2N srtAU 4 " � ' <br />I �C -1 O.as41 . �o ,. R 0.75o o �0 _ • ,E C fits <br />�-7L T �.ti5. D'.o9 Duce , . .N <br />10 GA s r <br />if f <br />80rJS1 8 094` o .12U' ,till' TIP. TYP <br />CI <br />094' <br />I. 910' 1930' ,J _ j r` <br />Qtwi <br />375 .-,_;,Imp <br />� lL.:18.£.._. <br />:,.-.,I-. <br />_ p c 2" n <br />- P <br />} - _[ :s _••t t.030" w.orw'-f°2uao. ,sit -I 2.aaT" -J z,oar• !-- �ui�T� <br />d 12 'i' Ii`' 1 180" (2)'H' .E_ Q r:E19J.I"ur, V' MEMEN 4( OO-L �PNI CL091RE mn Im � <br />n I ' ICJr LY.T <br />{I 3 180" NAY It " G.313, W. <br />op� IM <br />_ <br />I�-'•�1. Sit- 1.560'Ir �t-560' 510 C 0.36m5' y7 s' 0.376' 04Sz 0 376'�1 ('0 1Ef655' 0.350" 1007" '.�73' - � I i <br />l 12.50TJ PANEL[YWERAGE� J_I 017V 655' 0.19-�(�-"rOb55' d -1�1 f r &S451�0SZ4-ISC, <br />0.250' 1950 N <br />14 a7s• PANEUs.ENCT Reii++'••ll '9`��-1 -' '�, �or'O.U90` - @tlµa0047 3�ur '0.offs .3Q5" <br />rH R <br />Uw x013 <br />rY <br />2rP <br />tT <br />O)ellsle Y 7aAtx T" P.. 00957" <br />4-4 <br />IT <br />N'-_ A I O 190" <br />_ _- ;, 7T- 1K E/1 1 d <br />00Y"TH4r iQ IFS <br />1 .12S ire .I `� '� <br />_LLL41 I--3-flow .x7S' �^+ RaiA9E0 Yi ..Et <br />L _A ':iA1 ®'1• Arf4Lf. - I�!la�3 5r3ay1 •i�r <br />,RI A .,wa r' t <br />HUP r Q. 1 tth i <br />/ i5" MAX. O. r•.,.c <br />,• MAx ("�ORNHL 40afRE rk:4II T '�! _ " E v d J :r '(D .2s•awv, <br />l" ex <br />/ �. re..4i._ _ - ,K117- bUIID-GUY _ fI . - i rF I <,. r W <br />.rt ,1-,r, n A..I •, ,r W <br />DISTANCE <br />MAX <br />,'1,: %u • • ro r P <br />�'��i//f(���j �J7 ,NnrrNi rlAN1 r _- <br />`4:.! eau 3R rr11" , <br />.1. <br />�� a.0 <br />�:,. n rT • 1:o0f1 <br />r •rA I— <br />— P­"­"`ILL L4 r IL ,ar Y, 1 <br />Pr L­IV 21 A l4 1, µl4 ,La,Y..,ALs ED �Ii <br />11 I 1.00F• 4' •cisr , f NCP :r..a,ir 4! a,e Lvrr Ht i� <br />11 M.„ 3.a20- Lot ,,� 9N 9PA,f°-r1. <br />A '1 eT4 P1AN `i \ � :25, MAA 'A11 I,¢YN,Yit w q ■ <br />S`� _ e \I <br />J rl T S..tY 1,'SFf�` C C, <br />21 <br />MIN tt EE <br />1.Sce, A l u 1:,7_ g 1 1 i <br />"1 >... i-� <br />MIN ♦ r <br />1: <br />�' j� d <br />1_•f e•n Dole 1 ° A.. An- f I.A.,' tit , N <br />^'s' a GiEbEA CiOSratE OETNI �D /• ,T'. .^l,:nv <br />rn r r a• p <br />!­­;�,­_ <br />vn. � s G [ <br />0 ;nr P n ,-P,r Ia Y <br />l74 irai <br />ANCHOR SPACING SCHEDULE: <br />24.sAUGE PANELS P"M-FASTENEITS E 12 5` CrC <br />2.5" EDGE DISTANCE <br />$1 <br />;� <br />RIAn DEH*N <br />..KADR P*25"n4 <br />WAN UP 70 6'-6• <br />UP V <br />11111 <br />'-PAN UP T Ia-10" <br />Comm T7PE <br />1Y <br />CONr ►E <br />noon TAPE <br />T1/Ri eiT <br />G2 <2 ra r4 <br />C`I Cz _] CA <br />-I C2 :1 r4 <br />f6°s_- Y <br />12 <br />160' 14" <br />4.5' <br />125-� <br />360' <br />102' S <br />t <br />10 <br />D"A.11_. .3 c TRA n <br />A - <br />1 s' <br />2 <br />1. <br />f6.J 1 C <br />d0- <br />1 15 <br />]§ n <br />d.2 5.5 <br />t 4" <br />6, o a <br />1 ] <br />G" <br />T. <br />_ _ _ <br />Lis' <br />Ee' <br />I2.S <br />160'° <br />26.a" <br />el' S..• <br />123- <br />/b➢' 8T' <br />S4' <br />= <br />11 I- <br />1de"101• <br />far' S,3- <br />6.3- <br />S <br />e.l' S.A' <br />t i" <br />1G0' II,7' <br />SA'. <br />S' <br />12.. <br />6 b' <br />] 8.3 <br />4 <br />5.. <br />IZS- <br />3 6 0" <br />@.l 5.4' <br />I S" <br />2 <br />16.0" Al'$4' <br />I <br />of., NI. 13 <br />12 5"' <br />Jw,a' 167 <br />I S <br />SSti• 12 O" <br />IT 5' <br />16 D" 114- <br />to 1" <br />DE.Al 4N M G a1 <br />-12-5, <br />1d-v 16 <br />mv, <br />13.9 <br />12_5 <br />tl" <br />:Le <br />12.1 b" <br />l2 5 <br />t6.D" S1.O' <br />9.5 <br />.4 <br />325' <br />la a' 1. <br />Il'3' <br />12.5 <br />700" <br />119 69• <br />tZ i` <br />too" A 9' <br />91' <br />TL--�,, u. <br />12.r <br />soup 33a`7L.. <br />IQ.E <br />IS W, <br />15.9 vf" <br />12 s' <br />16-u"1t v' <br />P.s' <br />12 S <br />16.0" 1 L 0" <br />4.5' <br />iZ 5 <br />16.0'" <br />11 91 6.3' <br />13 5 ` <br />16-a" 11 @' <br />P 5 <br />H72 <br />s-, IA" rNHe'r <br />If 33 <br />All M. __ -„105n <br />,sir - ,_ I_• 1 <br />1Z.S• <br />la.d' fair <br />III o" <br />ix-§ <br />14.a' <br />15. I" 13.4 r <br />f v <br />4 <br />Stl-0" ] 0 <br />11 9" <br />325' <br />16,a f&. <br />156 <br />U.S. <br />94,0" <br />iL6" iD.e" <br />125' <br />16.0" 12.5 <br />20 <br />11 S <br />360' 15-6• <br />U'l. <br />12 5- <br />760 <br />i25" 10.6" <br />1 5" <br />IS 0' ]z 5' <br />166' <br />40 <br />,7� 53 <br />T <br />I. S' <br />]6m' ]4A' <br />12.E <br />i S <br />11; 0' <br />SLS' to 6' <br />A. S" <br />1a.0" 12 S <br />Ie,6" <br />:2 <br />12.5-' <br />16.0' ]1,4 <br />10.6' <br />12 5. <br />16.0 <br />SLS' 6 <br />12.5 <br />Act- 12.5' <br />In.,, <br />1I4' } NMr 31 <br />11 S' <br />f6.a' lea` <br />38.0^ <br />22.5' <br />le 0"111 <br />.i <br />1A.2" <br />l2 S' <br />lit 0" 14II <br />]2 4" <br />rp +1 <br />12.5' <br />16+Y' ]&0• <br />16.M <br />]2.5 <br />4' <br />11+4b <br />12S <br />16.6" ] 6 <br />t1,3" <br />115'Il3. <br />I2" <br />tX <br />125` <br />la D" 1S.S' <br />11 2' <br />L2, 5' <br />16.4' 360" <br />13.4- <br />12 § <br />a <br />E <br />12 §° <br />16.0 1 5 <br />5S2 <br />it, 2"7z <br />3a:5" <br />6 .f' <br />Il.a <br />al s' <br />I <br />12 5' <br />la0" 7§ <br />1, 2" <br />S' <br />EDGE <br />DISTANCE <br />.W,1-tNr D10re i <br />1 3. <br />S <br />&2- <br />]. _ <br />iV.3" 6.25 i <br />6.15' <br />6 4" <br />e..1, IPA .1 <br />4-le' <br />,a3• <br />49 <br />6.25' <br />I. <br />p{}.�._,�� 32 <br />Et" <br />0.25 <br />h6' <br />,F.• , . • ..' . 736" <br />6.33" it Y' <br />fit' <br />l05' <br />11 1 ' r HN.n11 a] <br />12 S" <br />1311, O 23" 9 7" <br />6.23• <br />9.41, <br />48 <br />6.27' <br />11. •'• 6.13' <br />9 3" <br />52 <br />6.25' <br />Sa.B' 6.25- <br />A3" <br />12 <br />525- <br />A1' 6.25" <br />9,3" <br />&23' <br />9, 3' <br />S <br />frA°ar Y4'WP�• <br />l 33 <br />31.5' <br />Se 1Y 73 7.3 1Z.4 <br />12A' <br />32' 1.0• 613 <br />- <br />R <br />l2 ➢' i6 e' <br />1Tw'AS TAPC011 .1 <br />i[-5' <br />A5 A. 6 rr S Y 6.z3 <br />SO @' <br />1.3 4 01 6"25 <br />41 <br />10.7" A L. <br />i25' <br />133" • ' Sa- fl23 <br />I <br />1 ] <br />r <br />1. 4!T <br />fl13 <br />101" i1 4➢' <br />AS <br />52 <br />72 <br />a25 <br />4 <br />12 3 .Y 4.6' 6, 25 <br />S:1 7 <br />.l 4.7 <br />6 23" <br />A <br />10.3 ] 4.0 <br />A t0 6, 1 <br />]a 7' <br />4.1' 4.a <br />6- <br />4 4 <br />1p.7 2 0 <br />G <br />t±3" , rr.E •nAFI' 33 <br />11 IT,411,711.L <br />ti 5' <br />le 7' Is ]" ]i Y 2.511,601, <br />9 •' ]! <br />S, <br />12 S' <br />la D' II ] ➢" <br />L2.5' <br />I6.a'SIT sil- Z 5 <br />ILL <br />7.9' 6.3' <br />125 <br />160" IT 6.3' <br />ill IDINT5 Will) SIT .I <br />V <br />12.5' <br />16 ry 9.T 7-9' 12.3" <br />160' <br />7.7' 6X <br />/a E' <br />]. <br />1a.0 7 6.2" <br />y F� 52 <br />T JIM <br />12 5: <br />1,5.0r.6,9 7.2- 12.5" <br />I've <br />7 7' &Z' <br />1 c <br />Is D" 7.7- 6.2 <br />fr'l• <br />] 2. S' <br />I". <br />Sea 6 2' 12.5^ <br />16 0 <br />7 i &1' <br />l S' <br />" I. <br />16 D 6 2' <br />i 1 4• P <br />Yv WeE 33 <br />u <br />]2.4' <br />I ff 6 4' S, ' 5' <br />a 9 fix <br />11 S' <br />4 A 4.1' <br />0.2 [ <br />10.3• 4.0 7.T' <br />46" ?5' <br />A <br />]6" 3Y' <br />&25 <br />93' 36' 1S46 <br />»IY4wr NLPr,NA,s 4x <br />ST. G25° <br />9, 2°d5' <br />3,b" <br />a•25 <br />�lz <br />3n- C25- <br />a 2 <br />3..§" 3.3" <br />613 <br />S7 <br />]Z <br />3.a' fl23- <br />3,2" <br />MAY 0 2 2023 / <br />Virtual Review Assist, Inc. <br />Review completed and approved <br />for compliance wlm me cue <br />y Uebra Anne Klan <br />314- EDGE DISTANCE <br />-. <br />M" DESIGN <br />lE <br />TT►e ea <br />' <br />M .IT, ','_ �41dlr <br />tTo riY <br />MAnQ <br />Tby T[-1 <br />¢er Type <br />CI e C3 CA cl C2 C3 64 <br />T1 IH•E. <br />MRr <br />ci C1 CI C4 <br />E€ <br />F <br />73 <br />1N v •w 41 <br />p__�,�,,,`� 4e <br />F0 <br />r2L2S <br />I 5 <br />Sb a' 1&e' 10,9" 11 5" <br />tea <br />1.6 b' PS' <br />12.5' <br />16.D' Ia 0' 6.7' <br />lx IV <br />16 rY 100` IIB' 325' <br />16.0' <br />Ila" tL_ <br />12 1'_ <br />14. 0'14 e' A0" <br />12.5' <br />1a,0' 1610.i <br />11.5 <br />L6,0' <br />14Y' On- <br />]2.S- <br />I6.0'147' b-0' <br />Y160 <br />16a' i4. <br />12 S" <br />1257 <br />1 0 <br />160' <br />1!]' Ell <br />14,t' 6A <br />]25" <br />325' <br />36.D'14]' 6➢' <br />1A,D 3♦ *" till" <br />t i <br />( <br />C <br />. 1,,1 W-C'MMV <br />set 41 <br />32 <br />72 <br />If' .1-] •EME[0 13 <br />TAR lieu YFA6• 41 <br />L tie <br />T 52 <br />TO <br />S' <br />15.0"' 36V <br />32.5 <br />3e•0' <br />11.1" A <br />SLS' <br />16 0 SO.a" 63'N8G0 <br />S <br />6.a' 4.1 <br />1 5 <br />2 <br />,sT <br />97" 5 <br />A <br />S <br />D-r ,6'• <br />!1a <br />2 S' <br />Ll S' <br />12 S' <br />12. <br />L25 <br />1, 0 <br />16.V' IL4 T.a,i' <br />IOU" ill.] 54• 1Z, A- <br />14.N' 96 5.6• 11.5 <br />164ISO' 12. <br />ld7'1F.a' 12.s <br />6. <br />1 a <br />%SO <br />15 O' <br />1 0 <br />1&o' <br />96" sb <br />VA" 50 <br />96'- 56" <br />31 <br />RzY <br />1Z, S" <br />1x 1" <br />Y2-S• <br />32.5' <br />12.5` <br />]6 9• 9A6' 5r:5' <br />KO,D 0.6• 10" <br />3. 6.0. 51a" TV, <br />76.0 1042'fiffilliffIll <br />16.fl, %z- <br />12.i <br />12.5 <br />L2.S <br />T6M iL4" 12,i <br />li 7' il\5- 12.5 <br />14 a' 91 <br />16A <br />Teti' <br />u0' <br />9,1" <br />9, t'" <br />9I- <br />12-V <br />12.T' <br />S25" <br />I Ar A1• <br />16.0, 9.1' <br />1..V' 9.1' <br />7 15• t w e ENaED <br />! ]3 <br />AI C'In,1 n4Av.,; 41 <br />rear 48 <br />' WSHaG <br />q 1 52 <br />�1�1 Tx <br />lx 5" <br />f6.a' I ' <br />'IN'.."., <br />_ <br />13.5' <br />I§. a" 5.i• <br />]2•S' <br />A. " <br />13.6' S.r S <br />L1 S <br />16 a' T o"V. <br />12 3• <br />. a- I" <br />4 <br />0.23, <br />12 4• 4.r A A. <br />C 2.S' <br />15 4" f9°"] <br />L I -' <br />f 7'" 4JY <br />'_ <br />3.25 <br />1 i - <br />2.3' 4.7' A <br />L2S <br />]I.x" S.6'123' <br />47' D` <br />17Y lY 40 <br />O.S <br />I2. 7r A 7 ♦D° a,2S <br />1. Y <br />4.1" 40` <br />02]' <br />12,3. 4,r• 4 V <br />ANCHOR NOTES: <br />NH040SCHEDULE APPLIES TD ALL PRODUCTS CERTIFIED HEREIN, <br />ELli ON1, PROVIDES <br />NAAINUM AlA4AYABLE ANC3tOR SPACING, IMAt MUM ALLt7wA6lE SWlNS AYD PRESSUfEL 1NG1CA:iEC <br />t4stew SC ANCHOR ENTEA ANOHIOR SCHEDULE FAMEDON PANEL FASTENER SPAfifIG, THE EXISTTN6 STRUCrllRE <br />MATERIAL, a NatrIDR T7FE SE1FR 17P59GN LCAD u'RFATErN iTWN Oa EQaAL TO IEGATEYE OEStGN <br />L'.A4D ON 54KliTER ArrU BRAN G EA TNaM SNVTTE SPAN, 1iEtEci BEAT raft E TO R SELECT Z4 AL <br />TYP T M NT N CCFINEGiION E 0ASE0 CMd APPMJPti1A E JU ING SAIOR Qi6 S E PL7tJNT1►K; OE'fAEl7 0 t (E <br />£thee"F 2 FrOli �N(f EiCAiT'�1 OF DOANFCI EDN TYRE t <br />AFEL 45 ENERS° ARE STUDS USFG IN C?x31(rN . n ICNJ If4t'TH ALL Mfll]NT111G EXTrYUSidFFi <br />r'F"-TPACK' ST <br />UDDED ANGLE ETC Y USE 6.25OC PAWLF NER SPICING TABLE VA11E FOR <br />ALL "P""A"U--HfAOESS (iACLllmHG BUIIL'IOIJT -'DI,IXTZar53 <br />A ANCHORS SMALL aE INSTAUM IN A0001AANIW2WITH MAN 4_TL RE K'kEGDWEND4 1OFs <br />S HOLL:DN' BLOCK HIM STRUCTVAL SMALL CONFORM TO A51714 C90 BIOCA <br />6 MVCM4JW EM11MM IT SHALL 0E AS NOTeD IN ANC"OR SCE EDULE. <br />H AN lit N AtlNtr4u BNDECfMa9N7 0 kUGE Q6 NCE E-RCtt)� SrUt C7f5 FOP eatCX, .AND cJ T!£Ii h +LL <br />ftN15HES WALL FlNi5111ES 54'141L 11F LIMITED TO 174' hN.rt OR SMALL DE VERIFIED BY DTHE145 TO <br />A T YDE CM. TRANSFER LOADS TO MOST STRUGTUFE <br />& CDNCAETE AIe:H0A6 NOTED HEREIN 5W71L 8E EMBEDDED ®T UNtRUCiG CONCRETE UNLY <br />9- WHERE EIMS113NG 5TRUCTURE is WDDO RA F„EXISnNG CO6n06 MAY v Rv, 13C-LO <br />NERIFY T FASTENERS A F THtA ANri f NERS ARE lE(TDA T'E WOOD TRMUNG Iyff48ERS NiYr f1t1'YKXHi, A.ASTE3e114R O EQU <br />T -5 TO RLrAasoD 15 AI:r.EpT,>e� cwLr ri7R sine cLdsx:R.e PIECES, <br />To, 100" ERE ANCHORS FASTEN TO NARROW PACE Of STUD FRAMUNB, FASITNER SISAL EE LOCATED IN <br />CENTER OF NOMINAL 2" 4 4- (A0N.1 LYODD STUD If,- EWE DISTANCE 15 AOXPTAOLF NOR WOOD <br />FUMING) ]IOOD STUD 9FCALLBE "SOUTHERN PINE' ; .O.SS OR GREATER UEF1F M. LAG SCREW <br />SHALL HAVE Pict LLIPS PAR HEAD CA HEX AEA1D4 <br />11 REMOYPBLE ANCH1005 ARE MI MALT PANELNATE• ALL-FOWT5 D-SET a BRASS DU5Hg4G <br />12. AfACYU E 5_REWS 9NALL HAVE 172- MINIM ENGAGEMENT OF THREADS INTO THE BASE <br />ON04M AND MAY HAVE ETT ER A PAN HEAD, rPtUSS HEAD, CAL WAFER MEAD (SJDCWAt ISOLT) 0 ft 0 <br />11. 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