|
EZt jib,
<br />Ezl w/ 1 8 ANCHORS
<br />I... ;....,,._- (SIE S¢Gr!dN Ei, & ALIETTNATru€ E2,W ON $NEE;
<br />I {9D($EE NOTE 2) L?/Nt#T€ 2)
<br />�(] SIra`. uuaNtu
<br />_ ,•'1"--"'`''-PDV Rrt'ET __ * tR5T t'ANELQI C7 RE INSTALLED AT EACH OPEfiBr� SHALL >}?:iYAYS BE
<br />t�-q�r G .o I b ;p 'O _ I 4 q ii t ! C € D _ j "! PROViDED TW 1teAA' iiA,NDLE TO FACILITATE INSTAL+A's,UN IF INTENDED
<br />• :• { i, ra BE tNsr
<br />I j ,.. ALLE FROM INSIDE OF STR4!&'R!RE..
<br />i {
<br />I+
<br />AT 2 PER
<br />s^'.57Ttd
<br />t `i-' I j
<br />1` .7..,Y«-.7_.. o t...E"I^" :-•r".,'.., i ^'-!�"T• x^'r ^ 7"" T"r. :, -« , z i ., -, r ^ _r".---� SfF t Gr) t1!`J_`?NfT!StN ttF eFRe '� b. t, Z HANG 'OPOI& , BOTTOM
<br />(.END PANEL} ' � ( (INTERIOR PANEL) ? ;INTERN3R PANEL) I (Hd7EFnDET PANEL) � € (END PANEL] j � tNrx CONSISTIrNG OF PANEL + Cont.. TRACKS TOP b 60Tr0M.
<br />` t
<br />SEE NOiE.5 2. 3, 4 ( i. - t ( i t t � ! SEE NOTES 2, 3. 4 (2). END PANELS SHALL AL OE CONNECTED 0 BOTTOM TRACK
<br />OTHERWISE A STOP XWTs1BE L BC PROVIDED Al TOP OEF SUCH
<br />PANEL iN.Aitit$.
<br />[EAMA,NfSfFY
<br />(,q}`I(1f, yr I SO o f iD:tl 6.e.t - ..
<br />(3)- IF END PANS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />% .j ! i I !• I ! t`T( I I_ - - S _ 7 _i t_I_ .. 1 ._ `HALL CONSIST OF 1/4'0-20R3/4" M.S,, Wf 7/8'0.3/32• WNG
<br />j is
<br />"ffi;d3
<br />..,@,�JLTED £5uY£iS W/ tf4%-4ox1- t NL OR 1/4 4" #[n. tHUM'6SCREYF INTO TAPPED BOTTOM
<br />I {% t
<br />0 E'A OVERLAP 2'{tA,",7t. LDCAT7#2dt 6F i'ASiEiVERS' btAY 8E AT EITi+6Z OF ?�'D
<br />4 j ((f G5EE SECfiK NS AS APPLICABLE) EXTERIOR I LAT iNdGES OF END PANEL.
<br />1-_L
<br />(4)IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM
<br />.... .. j..... ..» .T.. ,-._ -,., yj({ .. .». .,J*. ,,, ...__., _ `{ .s .. -"7-2 !' TRACK (ie. A S70P BAR IS ONLY IZED AT TOP) AT LEAST TWO
<br />PANM
<br />rNNECTED TO BOTTOM TRACK USNO SPECS
<br />E [ J T )» � t t t't ^1 l-T" I ,, i. 4. t i INDICATED ON NOTE NOTE LO.31 A�}VI. IN SUCH CASL CONNECTION OF
<br />-H � -r T i ; r
<br />L#
<br />JJ_Li..JJ_L.LJJ1-LLJJ_LAL..,IJI�LJJ.<"L i_1JJ.LLJJ_LLJ«_:I?iLLJ f_L1J�. 3 i PANELS TO BDa=AM TRACK MAY OCCUR AT ANS PANEL tDCATIDN
<br />L -
<br />SEE NOTE.
<br />r M6% i_
<br />+° Min z IN'STAI-LATIONS ONLY VALID FOR WINO:.
<br />'•.1 ! NOTE
<br />NSTE 3 r SPEED Ur TO 170 m.F.N.
<br />ISEE SECTION fir ,a ALTERNATIVE 12,W ON 'SrJEL9 to
<br />EZI/8,
<br />EZI1Vjl8
<br />TYPICAL N EOR SERIES 2009 E-ZN SYSTEM M
<br />SCALE'
<br />2-687'(Ma VOEMA './4" Md%. GAP
<br />o .� `,�b..'j.. .t WVIa.E VAI1.I4) € ✓,
<br />F �/f
<br />NAIL. CAP f 1 �._..__.t /l.
<br />SCALE 3/32'-1' ,`�EAA Tfiltj Sa{
<br />q�'•'' r • FLORIDA BUILDING CODE (Nan High Velocity HurrPcone zcn_a
<br />•' ream sx 3,44167 24 GAGE GALVANQE0 STEEL STORM PANEL N
<br />I L E C A t IN c - GLOBAL PROTECTION PRODUCTS, LLC. mr xe
<br />'•• TN):?r Tm#a 1 Sp ANti i 'i tlP
<br />LiHtl±� • ; xa Mn v. en %N ry A+N r20 T?5
<br />'' Pm'y {xmt w#xtc t43'll-tS�.+. iM: fP.9(X'a'r8i
<br />fr°'�s .. {9" :4 ?caabb•.lexr
<br />— ue
<br />r'rrr �fr
<br />' *wIE.'o+Ir:- .yt>oao7rE _
<br />is'it A laity v„ BE
<br />SiNftFNutit 4d4 2to ♦ 9HRi tT � la
<br />ENGINE E-e4ING
<br />E11`II3INEERING EXPREE350
<br />PRODUCT EvALuATICIN REPORT
<br />September 15, 2020
<br />Application Number. 17t16g,1 --R2
<br />EX Project Nomoer, 20-31543'
<br />Product Manufacturer; All Arnarican Shutters and Glass
<br />Manufacturer Address 15QDome Road
<br />VVestftlm Boach, FL33409.
<br />Product Name & Description: 24ga Galvanized Steel Storm Panels
<br />Large M Calls Impact Resistant
<br />Scope of Evaluation:
<br />This Product Evaluation Report is being issued in accordance with the mitolrematits of theFlirida
<br />Departmental Business and Professional Regulation (Florida Building Commisslah) Rule Chapter
<br />61 G20-3,005, F.A,C., for statewide acceptance per Method t(d) The product noted above has been
<br />tested and/or evaluated as sumralartzed herein to show compliance with the Florida Building Code
<br />Seventh Edam (2f:2 and Is, lot the purposafntanded, ad least equivalent to that required by the Code,
<br />Re-evaluation of this product shelf be required following pertinent Florida Building Code modifications or
<br />revisions,
<br />Substantiating Bata.`
<br />PRODUCT EVAWATION DOCUMENTS
<br />EX dmwng Xf20,31643 tR19d 124ga Ga vanlzedSteal Stain Panels (HVHZ & Non=HVHZ)", sheets 1-S,
<br />prepared by Engineering Eimmi s, signed & sealed by Frank Bernardo. P.E, I. an integral part of'this
<br />.
<br />Evaluation Report,
<br />. TESTREPORTS
<br />Uniform %lark; struchriai performance has been tested in accordance with TAS 202 test standards pat test
<br />reportlai #8T-ASG-17-DOt by 6iackwaterTesting, Inc.
<br />Large miesile impact resistance and cyclic loaning performance has been tasted In accordance with TAS
<br />201 and TAS 203 teststandards:per test repart(s) #BT-ASG-t 7,001 by Blackwater'Tesling.mc.
<br />• STRUCTURAL ENGINEERING CALCULATIONS
<br />Structural engineering calculations have boon prepared which ovaluaW the product based on
<br />comparative find/or rational analysis to quefify the follbwfog design criteria:
<br />1. Maximum Allowable Spans
<br />2, Minimum Allowable Spans
<br />3. MihlarmiGlassSaparatlon
<br />4. Anchor Spacing
<br />160 SW 12.1" AVENUE SUITE 106 DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-066D 1(866) 396-9999
<br />TEAM�ENS<1NEERIN6£:XPRE55,CD.M
<br />EN GTR'E£Rt H G E Xit$ ESS. C.daAt
<br />ENGINEERING
<br />Paste 2 of 7,.
<br />Afl American Shutters and Glass — 24ga Galvanized Steal Stone Panels
<br />No 33 Increase in allowable stress has used In e d o this product.
<br />% teas ..1 Wa been m design f Lt
<br />>g pr
<br />Separation from Is o required call Ida f Wind on 4 n Essential I"
<br />ape n om glazing not T$giNr lrls+a I urns outside D w zone and neat face Ives:
<br />Impact Resistance:
<br />Large impact Resistance has been demonstrated or, evidenced In previously leted tast report(s). and is
<br />accounted for In the arigineeriri'. g dersi n of this Product.
<br />Wind Load Resistance
<br />Thls product has been designed to resist wind loads as indicated in the span schodule(s) oft the
<br />respective Product Evaluation Document 4a, engineering drawing).
<br />installation
<br />This product shall tie Installed in strict compliance with Its respective Product Evaluation Document (i,e
<br />engineering draviing), along with all components noted therein.
<br />Product components shall be of the material specified in that product's respective Product Evaivation
<br />Document (i.e. engineering drawing).
<br />Limitations B Conditions of Use:
<br />Use of ttis product shall be instrict accordance with therespectiveProduotl5valualicn Documentl(i:e:.
<br />angloaering drawdrig) as noted herein
<br />All supporting host structures strati be designed to resist all superimposed Loads and shall be of a material
<br />listed in this product's respective anchor sehadule. Host shvirture conditions which are not accounted for
<br />in this product's respective anchor schedule shall be designed for on a site -specific basis by a registered
<br />professional engineer
<br />All components wNtch are permanently installed shall be protected against corrosion.oscontamination,-anti
<br />tepee pemlan gY p ag.
<br />other such damage at all times,
<br />This product has been designed for use WIND and outside the High Velocity Hurricane Zone (HVHZ).
<br />Respectfully.
<br />e �'e
<br />• S
<br />AE
<br />Prank Hernando, PC
<br />ENGINEERING EJCPREse
<br />4PE-0046549 I Cert: Auth. 9995
<br />160 SW 1211 AVENUE $urTE 106, DEERFIELD BEACH, FLORIDA.. 33442
<br />t954)354 06601 t866)396.9999
<br />TEAM OEND':IN£ERINGEXPRISS, CON
<br />ERGINE$ RINGE:KPAESS.CDM
<br />' FHANKH NJAW}U ,ter
<br />H-F4kf, TYPE M1,R.'+J£ 3 aia. �JaF _ t t.l n y �' JUD txJt - s r?IfiU 1•uu C1r� 4 p CRflll4YYri
<br />s
<br />° ILIL Ik KC Vi �utlp'�'
<br />''• ..'+fir J}).LL cI•Itf; Fr. r^''-±«r '
<br />v u w act #
<br />I
<br />N
<br />4
<br />cN
<br />u-ti' c J)M P
<br />tla
<br />M
<br />".n s
<br />i
<br />tw li„ W
<br />7
<br />IL e
<br />Tu.
<br />a�
<br />-
<br />I
<br />L .2
<br />-
<br />x
<br />w F U i W r 't
<br />ti N, a
<br />avR r
<br />do
<br />n r
<br />a w
<br />s i
<br />N 0
<br />a _I
<br />?NlY
<br />N
<br />- 1 sr9 �W
<br />' w --• ,i
<br />1
<br />u
<br />^H P Lu' fi
<br />r I m -
<br />- i t �• K Jr `'
<br />:! a!
<br />$} •' r r;. ., r,_ ,. -nit , W
<br />IrUV 1 :( W
<br />F;;
<br />1 ¢3
<br />{
<br />- Hkr
<br />is
<br />I t -
<br />J
<br />4' Fi
<br />U •:..LC -.S 31 I�
<br />»
<br />coca -tN _ �
<br />Q
<br />.. ♦ ,:..: � -.p, : - :•. '1A H .,_: :.. i:.I 4t. :. CD ter. TL :h:'-.
<br />T_Rf1RT UY : is
<br />aQUNTINL'ElR SI➢N3 < 'CtiL.. tl.. �.t_
<br />CT ri5k1, TYPF.
<br />,
<br />i HF Yd FC [ F
<br />e t !< _r
<br />N I4L4iL.
<br />_r: ILcia7.
<br />Yi µdi
<br />re Fs r 1
<br />- 0 GfL00R OUNr SEGfION tY'.
<br />!uN ciLDl f N � N
<br />Cr
<br />J.A � I,
<br />R:,N- k 1Tr d+r'CJ t� � ,. W y, IOWC lR�j
<br />tin
<br />M r-tea,°}I •'I'^f ' JYIIII ).rM l[ MtRRdi st [:Ilifl!'- lY 7 -� '
<br />•a�J�vHt, t�----- ITr:,t �LI - .,,L ri _� �° � � � z �
<br />R' e. IR um N o
<br />C
<br />ly%TJi-0C:Y Hal �'F -1 -__I :II'LrIWi11i�Y rvt ,k tK'irillVJ:i:: 1'4:e =flZe"•.
<br />F WAIL.NWPrr.9-Crlbk .:HFNdFR^f: i^.'r Ih a
<br />O
<br />_ s
<br />14i'L +.Yid-. a•ct: (•'t. �= =. � �.
<br />-tslr 3 41 'iEtkF r I -r=-�
<br />9w G r:UN 1Ptk
<br />�'fftr r n
<br />cONNttvr �.
<br />I4 U
<br />.� ^.,GJ,u IF•:net : yrli -ar ;us, la Nca..t —L V
<br />—K.", .LXE7LP�'�
<br />,r
<br />UL1-- - IYPLf4tV VAUV.- .R"
<br />W
<br />3 t
<br />-ram
<br />/ +. hflr.4 L:1`�'K 4<I• YI ,: Y „ IV Iv., N\u� J
<br />k u J.,d,1a f S '�'=1Fic• Lu-' _E..T.i'�
<br />_ ,. 2daaiLi LUVN.rYYL
<br />eL "t ,.r • tlwy
<br />r
<br />�I r-_Nw=cJJs H - .u''y. '. •� Lti alias v.:.l =vr'
<br />'f I
<br />m
<br />r _ _
<br />1
<br />N
<br />ma's
<br />i _r
<br />3, >AII=L
<br />r�•, -I {-I,°. ,o r } , r•;I�� r l I ,,ry r F: � a � � iA
<br />4 tCi N r MNAfOCPE at{ i ' L'brrwRcr-PN+LR
<br />ti
<br />CnL ar_
<br />R F E INN KfiHh::'. i
<br />, �. ;: ILL -•t>u 3lhlxr"L; �Y
<br />20 �i••E]$3..
<br />F:
<br />_ " /uTa 9Ft1a NAL't4P/➢QTr➢M C1ti5UdE➢=TAIL '
<br />n uHU I rot x' FAG � I C iY N � t :: v.YvnF �:J
<br />N I �l ) 111 L3L f;N T U1 I?.31 it '1 XCf-
<br />rayY: II INRIIJHIik MU{IN,'b (uHA
<br />led
<br />'t"tk/V.XfIrIgH:dMg1U114t4;Ili1N
<br />INg—ALLALION DUAILS- H
<br />I N
<br />'C"OINmCR�£IE SJPp RED ""?' s �
<br />ija"t 3'APCL7N
<br />ij4"a TAPCON .- I' �,,,"tdyt" NIX HEAD TE% rtliOD READER FLEX HEAD Tfk
<br />ANCkDA' 4 72' D.Cv- ,zfr•;s ++' "� i �$ >e"k 6 S' FROM RESAJINED- a: A 1 K" ,r^ SCREW 0 }'j4" FROM
<br />OF It>I+E
<br />1g,,. I EtNPE x r iI I ; CT,7
<br />1"` t
<br />/,
<br />�l
<br />Min
<br />1/2' , I I
<br />oat/rac-
<br />Ts w li
<br />.a r ).!A,
<br />55 i
<br />DON ! 1` M'In. !
<br />Effs$iI I _N 10 CLASS. � _ 3/ $ m �I f%ISTING��t'"�S � ] ie•M i
<br />�r I i 3 &J1M . PDP CLASS N TD IRASS" _ { --kLen vu .POP
<br />'' a1V£ -
<br />"0 ksvit 's
<br />It ! N I
<br />A. i
<br />f WX d VAX
<br />.
<br />k
<br />PANEL LENGTH ♦ i4�rA�75 w. @ PANEL +_ENGni-Ir
<br />.,,.if4'0-20%2• ;
<br />TD fiLlis 1 ~''r"✓ TNUMBSCREW
<br />D50%L,
<br />I u!a
<br />mj
<br />-
<br />fa/ f Tt
<br />BE J/2
<br />Ar<TARCAN ANL`HDR.
<br />r
<br />D.C.
<br />!/4"a iMCON� 1 2"%4' WOOD
<br />ANCHOR 0 12` N r `
<br />CONCRETE $LEICK ' UEON
<br />'= ."._„�...Yp-�,„.
<br />! y�,yy�y/� IIEDUIrfED. -
<br />LL iiQII173TtN� LL Id titMNG
<br />=ON "I 19iNIP:RKA Fn EZIMt
<br />SCALE 3/8-i' SCALE 3/a-i'
<br />tMi"3ailNNdr/ApW
<br />N TtQ1jr
<br />CEN >r
<br />FLORIDA SUILOINC CODE(Ron Nth Velocity No cane, Eone)
<br />MHN. PANEL LENGTH m 44 s T{ mo. ox. VK
<br />24 GAGE GALVANIZED STEEL ST( PANa
<br />1. INSTALLATION ARE ONLY VAUD FOR MAX. A.5 0 DESIGN SHALL BE V-•6' ?. * ' _ _ BRAIN:
<br />PRESSURE RATING +/- 40.0 P,51. AND &'-0" MAX ,�•,•- Y C-�_PROTECT" Ii.O, o7l2W7
<br />PANEL LENGTH, i .. STATED I L I E C O IN c . "
<br />2. FOR:,NEW WOOD FRAME CONSTRUCTION: WOOD ttj(tiil.,;'NM rail _ n.u+tY�. �v� '.asSit�
<br />• 20-17S
<br />.' Z$ i*` rmn,. af,.s m Yr;7 •+Mr P.mNa Gg.Y)e06-7t+A FW: (ai•i -+roar
<br />MEMBERS TO BE SOUTHERN PmE No 2, va/ SPEC!riC r. 3'1 Ilfdt
<br />DENSITY OF 0.55 OR EQUAL. x*•>ms -.. .
<br />1rR„rir'sg4szMfrUAV".u+]T :A-CLtlb7t4 sx Iw. cfr tmr..s. ygt. 00.SYNi➢Lb
<br />-. IAL'9{R.A inln dr„fw 9X,. r dIA Gti,tg r& + a1NL1 tN 9F fa
<br />r ALL AMERICAN SHUTTERS AND GLASS
<br />24ga GALVANIZED STEEL STORM PANELS CHVHZ & N[ N-HVHZ)
<br />oa:�bGnL,N
<br />-----,1- ILOCA ON MAY VARY;
<br />PANr~,kS J4AY aE NftT HED AS RLAM:l11aED L6?T'IONALW 209TIT'CH
<br />I?ROHIDED THAT L-NNECTIONS AND BOLTS IMI7MIMA5HERED
<br />ANCHiSRS,ARE US€iS WHtcH c�1LTTSEY l`1INGFA)TS fASTENEO@
<br />SRAN3 ABOVE s LrI C,, OBST,,.T DN, DV.BIrAPS f4[DSPAN GUS
<br />_ - AAPR47PRIA_TESPAN TABLE:
<br />VERTICAL MOUNT ELEVATION
<br />2 = NOTCHED PANELS
<br />1 j N T S ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION LE:
<br />S SCHEDULE:
<br />4GAUGEP.N A ELKS
<br />BASE. P M N! Uh9 STORM ANI 9E ARATWN.t"Ni?M DiA55
<br />M
<br />04YH3 WIND Ibnf 4$SENTrAI FACJIITIE
<br />SJ
<br />I
<br />MA%thiIINI 1
<br />f'
<br />D $!EaN [
<br />! �$T. U.A S L • H LIA C N
<br />wRes RF
<br />AU.Owa N A ABOVE
<br />IDI NHA T! 1mVtR ATE
<br />. ," rSPAN rinTdal TFAN3H4`Ae4VE GRADE THAN 3b'AIKiVE GRADE
<br />ALL
<br />WITH
<br />IN
<br />i15
<br />LOAD.
<br />I
<br />11 ENTER PAN SCHEDULE WITH POSITIVE L AO IN 5 ED TI 5[ DESIGN O TO DmCT E
<br />MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTEA-
<br />2. SCHEDULE IS REQUIRED OR U' w E D5 Y EtNr REA F Sc r1Ti OU1,CIT ETW ASE
<br />gg INTERPOLATION ETV.' iDAD$: IS A EPrA tE. OTL'fERWLSE U� NEXT 1 - : 9. IA @ EkN t'E $ H 6NkR
<br />LOAD.
<br />/ 3L FOR INSTALLATIONS OUTSIDE OFTHE HVH2 AND OUTSIDE OF ESSENTIAL
<br />FACILITIES IN ASTM wmo ZONES a THROUGH 3. THE RATIOS SEPARAT
<br />ION N
<br />SCVEDUA-1 IS REQUIRED 0.N6 N MINIMUM SEPARATION FROM THE
<br />PRATECTED 9MING IS MIRED.
<br />AS N'JTE13 IN DE$L-N
<br />DESIGN NOTES: 5tHEDULES
<br />PosttIVE qANNDD NEGATIVE DESIGN PRESSURES CALCULATED
<br />FOR4SE WPTH'�'crykIS SYSTEM-tSH LL BE DETERMIWI54` R
<br />EE3VeR#NTN OTbE PNC-SraURE�"E�RAtRE�M WIS ryH THE,
<br />DETE0.M�Nt=O N A RDA lNl H ASGE 7 AND CHAPTER
<br />a09 OF THE ft4RfDA BUNG CODE St A L BE LESSTHAN
<br />DR E UAL (+THE posT{IY€ 9R NEGATIVE DESIGN ,
<br />PJIE,S ORE ACTTrV OES USTER HE}?EIN FORANY
<br />"ASSEM$LY AS $FLOWN•
<br />GENERAL NOTES:
<br />BEEN USED IN THE.
<br />`VISIT EGALOAD11811643
<br />,ryST eJBItJE�IN➢EHPRI�58 CdMC;{gRE
<br />F[Ai?u, W NUIiuLPLvN9�:IrenPRis R AEALfiGgY
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
<br />ILL PAN I LEM
<br />e
<br />IMMINIMUNIMI
<br />�IE�IItL'a7�ii�lll's7'3
<br />Lot
<br />mtt�€��t
<br />ocatQ��l�ml�t�ll��
<br />•
<br />iCi:i1
<br />r^�
<br />T.,FIi
<br /><
<br />�,&#IICi:.A.
<br />Hm"M
<br />MEN"
<br />amcammammut
<br />to
<br />x
<br />Y
<br />M""M
<br />W aIBis:.aga"
<br />NO SWPAPAI IN ITIM ZIA!e r9 tAW 40," PAN" L3'NGM IS 0EATER MN ,RA
<br />T W tTA FOB
<br />"S"CT14F MD44mG C,-OIVir M AWAJ
<br />3 SJOE RE tREr: { H Nr3 IN TA_ "r T ANI OU 'C4 Ali aUti+DUT ON mom
<br />irA%a—A tL.iP%be NG1
<br />JiEP wrfM %NrUa`.}Ul O,m. tip GflAelttSliS, $EtN11NE9 $g3€ARirDN FROM fzLfS3 Sw.l tic Vi.3.AifrAN
<br />k T M il +} JI7 f1A T f ABJ.£ 6i TTi aU+Y.i>. d,Y tYiT'aial '#TPhi WLT5 ANbbr - RbVP kBRfw'Nrrv+PaNEi-
<br />rds"TErDTtaOSd3"49C26'O.C. 1 JE. U±
<br />MAN M`M2N MYI r. 7 '<'Y T $: ING $PA,1. 1MiJ _VPTt E' ]tD Hl Qr"tIC`NM FA'TLR igt'rC+<ICin=''stisE`s P°R
<br />.. NG tLit'V'u Wa•MP � r"CSWbRCRv §i,,`?WN iNES': R VAM'K Y'Ji&JL (PEA 6£l 1, =€tars VrJTE R. IN &,4 ♦..
<br />'LQF ONAL INTERIOR FASTENING DETAIL
<br />N,TN,T�S
<br />t�;`P tiPTltiNAt. EGRESS PANEL DETAIL
<br />NTFJtIDR FASTENING
<br />JDTHAT
<br />�yy7K@FNPoARDC rF
<br />! Fes^ 14 'IR GA< 9869 ::-
<br />L!)
<br />Im
<br />A
<br />D d9.
<br />'bPpp`
<br />10d9ODgD:
<br />I�.a•4xtn
<br />:DD5JatfYlwui%.'.
<br />.525 •.
<br />z
<br />G
<br />.125 - a
<br />6
<br />S D.125 oc. aGA �$
<br />$ _ 01194° Mr�°'-, .n 120' n TYP. �.I» TYP -± T ' pp11
<br />-03 flb9 N[° rN DE.2" � .tn' 4094
<br />11 .. "
<br />10.375 D52 � T_0.125 -.. �� :.
<br />. QA6i . a TYP. 2,000 t A yD1
<br />--1 242D , .250 —1. 2,00D" --! Z DDD 1-- EDw
<br />- I,180 "H".FE#DER .A v�
<br />t"1 �'u" HEDnEa<n 0u1L➢wui V•.. HE,l➢EH q.� �,F-PAN ➢LIYSURE.. (
<br />Tao,'
<br />560" SSO". a D•3 x ,3t#-I(-g: 6,316P
<br />- 9�655
<br />�12,5DO"PANEL:GOVERAGI A.179°�.. 4.f9D� D.190"-p lh-. _,-A•Y.aS°' a j!. N
<br />Y4,@7S' PANELLENf+rH' $, �. dp n; LEG 1�Q34, .15[i^ i
<br />e V (�,D.D9D' 250
<br />--� -••� 2.D.utit+A•sris D,215°315 D 7L0' fID.1i5" .305" In
<br />TYP TYP-. D,]DD'
<br />y D:D9o"
<br />S VILa-diT 'f' IRAOK. ' ,.y'`F AN OUR- RAON "e Tend gM'A9H E➢ NIN6 T 'D,957€ t E : A9HEIi
<br />s ^ r Bill,11
<br />I-
<br />^�
<br />rid Lk -: U. ek 1 D t9D"�Y -9
<br />I,
<br />„P•
<br />n �{- n[ar4T1UR fl
<br />y is li',L L1LMI i-=.D00"� R6R]iSE0.
<br />j.
<br />r,mc^F _s TYP ll,l-1 ,r U, q JL- n 1n nurLt F,T F''ANDIE - TRACK IEXtENIIEDl 5 Z ut e3 n'- S
<br />s+
<br />1.DD4" 1 Y �' Cw-tierCvr{a i'"i
<br />OVERLAP M Te-vx ina-t fi"I
<br />l` zs r9Ax. a `
<br />$"MAiC. TIGDINIFR CL65FIAE 6EfA1L
<br />Y CAW,
<br />-25" Misty:
<br />�Ar ..LL y L ♦"I
<br />.Mf_ FR•.kl..k=^tk1'+s;�IjrrrY :�
<br />.trvals v F�H.I ^."Fl csc
<br />`K
<br />Jb- UTt -
<br />B �. U 4
<br />a { a DISTANCE
<br />, H
<br />'AOY I: -NI AI IY4Y1Rh 11r1,R,l
<br />C
<br />f_N MUII
<br />rxi n rcrCr ( Y Dp0" Q:..
<br />Fm 9-aA F
<br />�J, t LG 10 /tta C' I U 1 1 u. n ale EMBED
<br />r. OVERLAP
<br />OVVERLAP u?lu arts 3,820 „#
<br />f a'}IfR[�''�'?& 'Y'' 5x. �'c.'y Htl IIY-tJSi1 MSA11fJl i.l {),µi.il{h >r 1AI. IY:�
<br />140
<br />.° u # ' uc ,rL�{tx. - - MIN' It E G•�
<br />SSOD"
<br />to ,r,n MJ Fo it s, MIN LAX, a� Cx. Jr a
<br />�• ] t1.6 If ilyi V
<br />IH'Ot50.t1E8 CL63UREY1ECAtL EMBED h ff'`Ts_Hy:..1 J1P g a'
<br />f D TAErfWIR E CL09UA47E 1_.
<br />lj H.T.5_x'"_- R C
<br />_EEM�
<br />Y
<br />-
<br />_
<br />_
<br />_
<br />$
<br />i
<br />S.
<br />c
<br />E'
<br />s
<br />-
<br />V'F
<br />-
<br />,F
<br />2
<br />,g
<br />6
<br />ANCHOR SPACING
<br />24 GAUGE PANELS; PANEL FASTENERS
<br />SCHEDULE'
<br />is 12.5" O.C.
<br />Y ,A fdldbr'a%4V'O'�f,1'rq�y,4
<br />_a 0
<br />Lv
<br />c ,N a
<br />w x
<br />S F
<br />Ill.. ill
<br />f' n
<br />_7
<br />4 N. t ,
<br />Ix t k. 0
<br />J17 W IN
<br />U 6' .x ?
<br />a�
<br />P ,D J= m lfl
<br />`te T�
<br />I ..
<br />p ri W
<br />1
<br />i�
<br />�.
<br />t.<
<br />11
<br />J
<br />a L
<br />0 «x
<br />1
<br />K
<br />s S,�
<br />0
<br />6
<br />-r
<br />Q
<br />J
<br />Nil
<br />Q
<br />-:
<br />E
<br />6..:
<br />tt
<br />ANCHOR NOTES:
<br />L ANCHOR HE U APPLIS ALL.PODU eCERT•F7ED ERE T PR IDES
<br />rW C D Lf F TO. R, CT FRT,J H 1N„@U ONLS° Rr]LJ
<br />" PM ALLOW NCH4R C3.6, MAX UM ALLO B E£ S+AN P P OC TED
<br />1NAK UM A$kEA 5Wi N IM wA L PAN R Ri;555URFS N 1 A
<br />INS I EDULE5 P LT.
<br />PAP HALL P
<br />2 F_NTERANCHOR SCF{87U LE BASED DNPANEL FPS'rENEq SPACING, THE EXISTINGSTRUCTURE
<br />MATERIAL,& CHORTYPE-SELF 'DESIG LOADG EATER
<br />ANC CT N R THAN DR UTTER TONEGATEVE DESTGN
<br />LOAD ON SHINTTERANO SELECTPRPRIATE WUNTNOR G 06NOTLTOSHUTTER SPAN SELECT -
<br />;SHEET CPIAN TYPE EicA I ON APPROPRIATE FT0TNG C6tJDIT&ON ISEE'MDUPITING DETAILS ON
<br />SHEET 2 FOp.1ft2ENT]FICATION OF tTJNNCC'I ION TY(xE),
<br />3.Err,'PANELPA5TENERS^. ArtE STUDS USED INtAW UNCTIflNt'VITH ALL:hffillNT;NG E'ATRU5IDN'3
<br />iSE TI-Ocirr- PANEL FASTENER SPACING TABLE3JALUES FOR;
<br />AL `H"- AND
<br />ALL "-AND °U"-HE DEB`5 i Utai GHU CO � O 5
<br />Ny H •- (NCL , N rC?TLQ T NDLTI N„)
<br />4 ANCHOf}5.SNALL HE tNSTALLEA TN ACCORDANCE wrTH=MANUFALZrJRERS BECOMMENOATIDN�
<br />S, HOLUbW BLGCR HO5T STRUCTURE SHAD. C'bNFORM TO V,STM C9¢BLJCR" -
<br />5 MINTRUM:E4BEDMENT SHALL aE AS NAT�'SN ANCti08 SCHEDULE,
<br />7 MHVIMUM EMBEDMENT -AND EDGE rnc.TANCE EXCLII.DE-S STUCW, FOAM BRIG(, AND OTHER LYt>L
<br />.FINISHES WALL FNISHE55HALLHE: LIHrfED TO i^4"MAk'OR SHALL 6E; ER[Ft6D aY HFRS T©.
<br />ADEI'2UATELY TA ANSPERLOADS TO HOST ST'.RUL`fUliE � �
<br />�S, COrICREIE ANCHAAS NOT ER HEREIN SHALL BE EMBEDDED MDT IJ CRACKED En3NaTETE oil- r:
<br />4 WHERE EXISTINGSTRUCTURE L44Wbd fRAMING, EXISTING CONDITIONS MAY VARY, FIELD
<br />VERIFY THAT:FASTENERS ARE IMDADEQUArF WO601' INGMFM5ERS, NOT PLYWOOD, FASTENING
<br />TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.,
<br />1D H CHORS FA TO RICO ACEA D . N F,-BE w ERE AN h PIA W FSTU fRAML 6 TENERSHALL Lit TED;tN F , A� cA
<br />FR TEROf NOMINAL 4" B WOOD STUD G-0ED5 7 CE @ AG, N N IG [MIN.) . T (/, I AN PS, ACCEPTA LEf RWWD
<br />FRAMING#. wEIOD 5TU0 �yHALL BE "SOUTHERN-PINE"Gmli:55 C3RGREATEIT,DENSIT}'',IAG SCREW
<br />SHALL. RAVE PHIL(IPS PAN HEAD GR HEX HEAD:.
<br />11 REMOVABLE ANCHORS ARE- bEwAL7 PANELMATE, ALL -POINTS SOL[D3Er H HR.A55 BLISHIIdGr
<br />MA HENS Fs H LL HAVEI "M MINIMUMENGAGEMENT OF D I O E A E
<br />12, C SL:REV 5 ATHREADS INTO THE EASE IrH I(N ark
<br />ANCHOR AND'MAy HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (s.IDE'WALIc BOLT) U M•i7-.
<br />13 MINIMUM'E'MDEbMENT'AN3'EDGE: DISTANCE EXCLUDES HTIIDCQOkdrHERtNALLFINISHES,
<br />CIA 1� DE5rG46TESANCHDfZ&jM]RIDNSINHICHARE'WTA=PTAHL€USFS,
<br />'1;5 � DiRE4T MOUNTING (,DND772DN5_ -
<br />ifiU EARINTE O- IS .PER ED IR SEWSTJi E 5CH D LE5 5 N RP LgT1oN Nei' r¢7'r FO. U TH rIN€HaR E U L3 TEq LiN
<br />7MS SHEET.
<br />gg
<br />"-g
<br />✓� � �
<br />N� � $�
<br />�' S5QQ
<br />y{
<br />t
<br />S,
<br />a
<br />e q
<br />2041543
<br />'
<br />lace oleaeaarmMr
<br />I
<br />mom
<br />/ . n:/,:
<br />,.
<br />•
<br />% /���%
<br />�%%/////
<br />III
<br />�/
<br />t��'//i�////.%u
<br />R 4^ r'JiGE DWST' NCE
<br />/ A
<br />y�
<br />3
<br />M4><DE.SRGNI
<br />ANCNINi lRESSU E
<br />R
<br />TYP wF
<br />E
<br />}NJI PIa N'-Q'
<br />!,PANiW If)N-°
<br />41VfHllP 111 It -.Ill'
<br />�LV N TYPE
<br />a ca.
<br />c1 C,4
<br />44MN TYrE
<br />c7 c2 [3 rq
<br />comm TYPE
<br />t1 cs ca.
<br />L3
<br />ud^= EN6EQ 33
<br />Ai: tiCl[r44 41
<br />4E
<br />H� ?
<br />5
<br />72
<br />E .H"
<br />Ss D xfi °Sag
<br />z, '
<br />z s
<br />1s o f
<br />Lb a 7 s
<br />22 s
<br />,
<br />i6.D 1 7"'
<br />6.
<br />12-5
<br />i$0 Sb.O"
<br />ffiB
<br />SE.6'-"Sb
<br />A
<br />1"', rkl
<br />] 251,
<br />b. ] e b➢"
<br />x D 4
<br />12:5`
<br />1 S6.e^
<br />5.0
<br />7 S"
<br />12.$'
<br />l b
<br />6
<br />14 7" bA
<br />2
<br />14
<br />lax, 1 b tl"
<br /># 7
<br />]3. 6
<br />i2:6
<br />160'16:➢"
<br />1 0 Y°
<br />& 1 7
<br />69
<br />b D
<br />12.5"ISO'
<br />12.Y
<br />iGC
<br />i; b.➢"
<br />7
<br />i 47' H.0
<br />125'
<br />1?5'
<br />151x 147 6.➢"
<br />1 ➢"
<br />16- 1Y n A
<br />n
<br />�
<br />d1TY 11/aPT ➢CL - 3
<br />9
<br />1'!r]ad5CRE5r 91
<br />i8
<br />Sz
<br />72
<br />4r .1 [M1IBCQ
<br />TAP CAI4 >err�' dl
<br />.y 99
<br />�LAIt■LNrb
<br />'F'-._ 51.
<br />T2
<br />2' $
<br />Y 160,
<br />a.l'
<br />i
<br />12, 5'
<br />-
<br />i6A
<br />1R 1J' 7 ,0
<br />t5'
<br />i:b SOB 5'1".
<br />6
<br />L2.5'
<br />SC,A 141°'
<br />ail
<br />12.5"
<br />Sv d
<br />9 fi.6
<br />7
<br />32 S'
<br />15 97 56"
<br />A
<br />L2.5`
<br />Lz-S
<br />t5
<br />Y6,0' iL0`
<br />lea lie".
<br />1b.D 9, '-
<br />7.D
<br />a4A
<br />$.8r^
<br />1E,5'9:6
<br />Sz s'
<br />ia•5"
<br />isa
<br />i6.q
<br />Ti.6
<br />a.b' ss"
<br />9,6' 6,fi;
<br />125'
<br />Sx5'
<br />i2 S'
<br />3£.D 96 SrS'"
<br />xa.D a➢ -s"
<br />16:0 gb .H,a°,
<br />ii;
<br />16,D Y3a"
<br />1$.5"92".
<br />12
<br />12(5
<br />3e 114°
<br />12,5
<br />i a
<br />a
<br />41^:
<br />Y z s'
<br />xE.o 4, "
<br />x
<br />12,5
<br />i2.5
<br />i BO 105"
<br />1s9' 91"
<br />125
<br />12 S'
<br />la fl
<br />-6C'
<br />1
<br />9 "
<br />1
<br />P r
<br />1
<br />2 '
<br />1 S
<br />125"
<br />.0 9.1 -
<br />91
<br />I.,."
<br />1G'x "9': Ei 33
<br />1 -Y
<br />RIJ P511NINMI{7+u.Y AS
<br />(•f 08 Nll1G de
<br />Op ys -
<br />i2-
<br />72
<br />1 S
<br />66"'.
<br />�
<br />x .S'
<br />15 '
<br />£0' S.1"'
<br />12 F`
<br />13. 53 d-6:"
<br />L2;5'
<br />1S.D' T.,P'
<br />39
<br />]:2.5t
<br />]$:5'
<br />4➢' 41'
<br />➢.?5^
<br />i#.4 4.8' Ai"
<br />f2,54'12,
<br />5
<br />R
<br />3'
<br />d.l' d.`
<br />D
<br />iZ.S
<br />• 5 4
<br />26'
<br />123'
<br />` 9➢"
<br />-2
<br />E 5
<br />Y 471,
<br />2-3
<br />4-➢
<br />b ,25.
<br />12 T
<br />7 4:D'
<br />i2 4
<br />N
<br />N
<br />to
<br />N
<br />Ri
<br />2
<br />N
<br />}.
<br />U
<br />N
<br />Q
<br />O
<br />O
<br />.�
<br />cla
<br />5
<br />-O
<br />E
<br />LL
<br />c
<br />O
<br />0
<br />O
<br />=
<br />C
<br />O
<br />_
<br />CIO
<br />LL
<br />_
<br />O
<br />>
<br />. to
<br />Cn
<br />Cn
<br />E
<br />O
<br />to
<br />LO
<br />s
<br />CIO�
<br />. C
<br />���/��
<br />cn
<br />0_
<br />4+7
<br />�/
<br />CV
<br />_®
<br />CL n C�
<br />V
<br />Q
<br />N
<br />".nmx
<br />ti,
<br />CU d
<br />R O x_
<br />.cc
<br />z N
<br />CD
<br />CS � a1
<br />E
<br />CJ
<br />cI -
<br />3 � w
<br />su an s,.
<br />� E
<br />� o
<br />�
<br />t�
<br />s�
<br />`^W
<br />i
<br />v
<br />U))
<br />\V
<br />O
<br />L/�
<br />l^ir —
<br />«
<br />U
<br />C-
<br />CIO
<br />O
<br />L
<br />■ �
<br />V I/
<br />M�
<br />W
<br />LU
<br />Q
<br />Z
<br />Z
<br />Q
<br />J
<br />SHEET NO.
<br />SH
<br />1.5.
<br />
|