|
EZi/18,
<br />EZI W/18 ANCHORS
<br />-. (SEE SECTION EZi a ALTERNATIVE EZtw ON SHEET
<br />II. Fate AWr
<br />"(PM NOTE 2)LJNOTE ?J E4'
<br />s fiBi ALUMIN{7t1
<br />Alo
<br />r< PtaP RIVE( LAST PAN EL[i) To BE INSTALLED AT EACH OPENING SHALL ALWAYS eE
<br />O O O O ! Q O O a PRDFADED WJ REAR HANDLE TO FACILITATE INSTAUAT10N IF INTENDED
<br />_ `
<br />}t I( TO BE INSTALLED FROM, INSIDE OF STRUCTURE.
<br />! 1 At 2 PER' 1
<br />sk (-_ - NOTES
<br />a"-T' -t--�--r-r--r+-'r -r- -T--+-'-n-r--r-'r--r - -"t- L' j (9) F - E-2. HANG STORM PANEL SYSTEM
<br />�-^,fi (P-W- WEL) (INTERIOR PANEL) (INTERIOR pANE%.7 (1NrVWR PANEL) � WUi.. t CD & =NG OF PA ' + Ilk' F(.- TRACKS TOP :4 80TiO11.
<br />(ETTD PANEL)
<br />SEE NOTES z, 9, i I )
<br />T } � � I SEE NOTES 2, 3, A a s,_O. (2), END PANELS SHALL ALWJd�'S BE OONNECtED TD B(Irt'0M TRACK
<br />ISE A STOP DAR ((p�) SPiAit- BE PROVIDED At Tilt' OF SUCH
<br />If PANELS,
<br />PANEL Lr:NOn( PANEi:S,
<br />(3). IF END PANELS ARE CONNECTED TO BOTTOM TFIAGN, CONNECTION
<br />SHALL CONSIST OF 1/i"e-200/4" M.s, W/ %!B">xE V32" WING
<br />' TED PANELS Wf ,j+t-2oNt^ NUT i7R d/4"0x3J4" iLltn THuMasc'REw' INTO TAPPED BOTTOM
<br />f I.is w o FA ovEiarQ TRACK, L=14?N Of• FA57ENEit5 MAY HE AT EITHER OF TWO
<br />i (SEE SECTIONS AS apt r�cA&Ei EXTMOX FLAT FLANGES 'QF ENb PANEL.
<br />l _ - _ j _ i �_i sox
<br />(4). IN CASE_ THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />-T-. �. - - - AFlJ[. I TRACK (ta. A STOP RAR IS ONLY USED AT TOP) AT LEAST TWO
<br />_- _ -_ _ - - - PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS
<br />•
<br />INDICATED ON NOTE (3) ASiVE. IN SUCH CASE, CONNECTION OF
<br />JJ_LL.,i_-1_LLJ-J-iLLJJ_L_J-ILLJ Llj-LLLJJ_LLJJJ tJ t L1JJ + PANELS To HOrrou TRAM 1tAY OCCUR A7 ANY PANEL LOCAfiON.
<br />O
<br />P P P P P P P
<br />_; 3 alias SEf wit x• ..„ 3' Ym. %.
<br />1 IA SEE t` 11, '(' IN5FAi.(AT40N5 ONLY VALID FOR WAND
<br />�(y}Wf� 3 y
<br />NOTE 3 lJ SPEED UP TO 170 m,p.h.
<br />ANCHORS
<br />lS'EE SECTION Etf a ALTFANAtNE E'zTW ON SNFF 49)--'._,---`�"'�' --'�
<br />EZ1I1B,
<br />EZ1 W/( B
<br />TYPICAL ELEVATION EQR SERIES 2000 E-Z HANG SMRM PANEL a) S (t)
<br />SCALE:
<br />SWL rap po
<br />SECTION A -A !
<br />SCALE3/32'-1" ��4Q,I�I T)jf���
<br />k yl4'::' ^ '•., FLORIDA BUILDING CODE Non High Velocity NurAcone Zone
<br />.9m mrrco,11C 24 GAGE GALVANIZED STEEL STORM PANEL '
<br />' PROTECTION PRODUCTS, UC. "
<br />STALED ilE 4 .�'rQesEc.GLOBAL
<br />41100 Sw. At VW37
<br />$yn is M e X p!R Cib
<br />'. a.W fltW', \4 PAP aaF. iL W M0. xXl'I y4FPFa"J6 s7wq'. oAM1tf. R 7314
<br />5 •t"4L: ... " 3 t.XM rtt-vmR n. o (!oN kis-,SSi PlrWda W;SrjiO[-TE40. rY.ri (054)M-M7 20-175
<br />UNIF rk ![ PPts mm.bw- Art rr
<br />NdPNlHliJ1 wlLTor.A OMIT OFtR
<br />ENGINEERING
<br />ENt'&INEERINO EXPREt31ig
<br />PRODUCT EVAL.UATiM4 REPORT
<br />September 15, 2020
<br />Application Numbs: 19 § 9A -:R2
<br />EX "act Number, 20.31543
<br />Product Manufacturer, Ali American Shuttersand Glass
<br />ManufacturaTAddress t54o Donna Roed
<br />West Palm Beech, FL 33409
<br />Product Name & Description: 249a Gavanized Steel StormPanels
<br />Large Missile Impact Resistant
<br />Scope of Evaluation.
<br />This Product Evaluation Repoitis Whig issued in accordance with the requiramantsofltus Florida
<br />D"mro nt of Business and ProlelnhrrelRegulation (Ftorlda Budldin9 Commisson) Rude ehaplar
<br />611320.3.005, F.A.C., for statewide acceptance per Method f(d). The product noted above has been
<br />tested ondfor evaluated as summardzad herein to show compliance with the Ffadde Building Cale
<br />Seventh Edition (2020) and is, torthe purpose intended, at least equivalent to that required by the Code.
<br />Re-evaluation of this product shall be required following partMsnt Florida Building Code modifications or
<br />revisions.
<br />Substantiating Data:
<br />. PRODAICTEVAL1114TtONVOCUMIENTS
<br />EX drawing d20-3f5431itlei 249a Galvanized Steel Storm Panels (WFIZ & Non°F404Z)`, sheets 1-5,
<br />prepared by EaMnaerdtng Frrpiesa, signed & seated by Frank Berimudo, P.E, Is an intagral part offbla
<br />Evaluation Report.
<br />. TESTREtaE1RTS
<br />Uniform static structural performance has been tested In accordance with TAS 202 test standards per fast
<br />report(s) (ITT-ASG-V-001 by Hlackwater Testing, Inc.
<br />Large misslla impact resistance and clock load rig performance has been testeddibaarorde ea vdth TAS
<br />201 and TAS 203 test standards per test report(s) AST•ASGA7-001 by 8iackwater Testing. Inc.
<br />. STRUCTURAL ENGINEERING'CALCULA•TIONS
<br />Structural engineering calculations have been prepared whkh evaluate the ptoductisasad.on
<br />comparative andror rational analysis to quality the tgllowTrsg design criteria:
<br />1- MaKlmourn Allow" Sperm
<br />2. Minimum Allowable
<br />3. Minimum Glass Separation
<br />4. Anchor Spacing
<br />16D SW 12" AVENUE SUITE 106, DekRF(FLD HEACN, FLORIDA 33442
<br />(9,54) 354-0660 ) (866) 396-9999
<br />TEAM VENGINEERINUEXP RESS, CON
<br />ENGi "Rem NGEKPBESS, am
<br />Mdftw ENGINEERING
<br />Page 2 of 2
<br />All American Shutters and Glass - 24ga Galvanized Sled Storm Panels
<br />No 33% Increase in allowable stress has been used in the design of this. product.
<br />Separation (Tom glazing Is not required TorinstaHallons:outside of wdrrd zone 4 and essahtlal facilities.
<br />Impact Resistance-'
<br />Large
<br />impact
<br />mp ornesith Resistance
<br />has
<br />been demonstrated as evidenced in previously wed test report(sj, and is
<br />of the oduct. design . pr
<br />Wind Load Resistance
<br />This product has been designed to resist rind loads as indicated in the span aehodule(s)'(e the
<br />tes active Product Evaluation Document li",e. engineering drawing),
<br />installation
<br />This product$hall be Installed In strict comp9arn a with its respective Product Evaluation Document(t.a.
<br />engineering drawing), along with all components noted t erem.
<br />Product components shall be of the material specified in that product's respective Product Evaluation
<br />Document (I* engineering drawing).
<br />Limitations & Conditions of (Ise:
<br />Use of thus product shall be in strict accordance with the respective Product Evaluation Document (Le
<br />onginee ft ihavAhg) as noted herein,
<br />Ali supporting host structures shall be designed to resdat ag superimposed load% and shall be ota material
<br />Wed in INS product's respective anchor Schedule. Host Structure conditions which are not accounted for
<br />in ttds products respective anchor schedule shall be designed for on a ske specifi0 basis by a registered
<br />professioTrel anginas.
<br />An Components which are permanently Hlsiaited aball be protected against corrosion, ConlarnhN%tibn, and
<br />other such damage at all Ornes.
<br />This product has been designed for use w0ro and outside the High Velocity Hurricane Zone "MZ),
<br />Respectfully.
<br />FrankHemtardo, PIE
<br />ENGINEERING .&PRES541.
<br />#PEOWM9 J Cert, Autli, 9885
<br />160 SW 121" AVENUE SUITE 106, DEeRFIELD REACH, FLORCOA. 33442
<br />(954) 354-0660 1(866) 396-9999
<br />TEAM LRIENGINEERINGEXPRESS.COM
<br />ENGiNEFRSNGEKP8E65.COM
<br />r,-PIk1n � cx Atia' t'"�. ��: r�e;oi,�:'se. v: 3r. fav lx lr•xri y.,"x,- -»
<br />r c Rwz n=FG'PrrIC , r „ u. r
<br />+SRSJ AY htk '.`� erEas rF
<br />��� rxma'.itileE �
<br />vi
<br />1DT" Y_Jl [ a)
<br />4 C !D
<br />3
<br />C!U ID N
<br />X
<br />Y !��r
<br />M
<br />_C
<br />A
<br />T _ _ 5 G
<br />7i1^
<br />,y 't � J$ nr
<br />T- tr ti .y7.
<br />_ rU
<br />3K'il,r, I
<br />a R3N-rc '
<br />1 r:v a 4W ' IT r
<br />3•'t!'
<br />a
<br />J'
<br />x 9
<br />x eri
<br />t":. dN-
<br />r �tk'i:
<br />n
<br />Irt
<br />y�
<br />4' _ p
<br />,$ G
<br />.^gY
<br />1
<br />�y
<br />r ,•L• µ
<br />Tr. S -tit' Vl Nk ,}
<br />a
<br />at., t 1. SJS
<br />i '
<br />"tWP- W
<br />GE' n
<br />Yn.=VY J s
<br />L•• r ru
<br />w-
<br />1
<br />Le
<br />r
<br />us
<br />F
<br />S
<br />Ti rs
<br />ry
<br />V
<br />IY IN R 1.
<br />L .0
<br />CD.n
<br />d.= i.tld
<br />.1L t
<br />a
<br />R
<br />7 r!,
<br />P F ChrLla ;H -r-
<br />i
<br />1_ i5 v5T
<br />5 '11 %It Lxl" N1 FI-rtl, Y Y I-
<br />-.. u eu .b RDUr1�6 N5 tY•w" k
<br />i 43
<br />b. ?JIPQI
<br />'1 fi,>lgyt� -
<br />PMS 4 C TVPF. i-d9tA (FY Fr r us ar
<br />TY•;
<br />I LNd1
<br />-. :415LLi •Lip Z1
<br />N T'i•ArT ?"S'nT-y.,cctL1Wv111'Loox WQUMcrrDN: .:a.A,a W�,.I
<br />Mnp;Fp3�
<br />bP✓ai1. ULL h':Wy a4 I w _Y t-
<br />rN.......... Xf%F{I H-2innq I t l ilt •.. fi , ¢y L_ ' _Rl;xj Z 3'1 `^ T
<br />_xs:.L"ti1 P'+SL 11+i J41'L Ak Z�+
<br />f�.�
<br />y, _ r-14JAlLHWPIr'SxEIodi v',i1R9J Fh'.0 t+,• :%-s}l:'Y 4,C,x,114.N.'4x:f91^. Cie?
<br />TI:Y _;"�.TIE�.-a?.G: (dr,'-::_ I <k nlr-'f'>,^' K v >Y: ".w^i. •I]61.J"b r'+1V 'A¢fiN� •ch- t�- 4Y .i 0 '�
<br />.xJ�'3 R1{£iP �NRY+�111 ;A 4V1:.'tl. 1�6 xdn; i'•.
<br />Ewa aury YEE # --<T Ja e
<br />-�. -.Irna[ax�.�' r--u �wa•. _<{;tM .,nc.�t _ _ � ,j
<br />xd e
<br />"3
<br />' "'C:,i34 "fi -`TlF• a - nJawrrrrnN- �� -
<br />'fyrG �k".FT7r .S- F9iT• 2 - IVPL MAY vnYry FU.- 'LILI
<br />i LY.t fix}
<br />4 t J -
<br />P-
<br />n
<br />. '. - - ':: `*r'-II'PSti(�, J•,-4 '. .'{ t,aC'.Ff:9n�1 #YIJ.
<br />Ci'I:.f.A i+fiNblii; 3,y1•^,Ip r.N=t'I:,C^'"-..M1kt. d'AN }. ^1w.nluTl3d'
<br />It
<br />N 3
<br />i
<br />k? thEi�l r.4'r.l. PS E C: F'6
<br />L /li Ak" if L! �'4, r'�d; �.r "�.. R.•i •,
<br />k J:
<br />-:,y' n'r',A tx.l n,t:Hifir
<br />I73�. glJl .UMJ - f`r Itkra l/�. r-d!t' •
<br />-trnT'
<br />k ':ih_ ild
<br />f 'l�
<br />4N
<br />+1 "
<br />t
<br />it "�F7t EC S yg¢
<br />LL 0
<br />is
<br />ry Au vrE uJrt r;`ry E-s,%
<br />x sr m 1 n rn .
<br />'r,... .,.C. fE3 a4.3 W1AT--L� -FCfii i! P N!F x> Wb a_tiTXr.
<br />M-31541
<br />A ^' - 'sf_-n xl-r-nF1 ' -k li�•n:.r•.rrtr -
<br />- - _ rA'Benovrme
<br />1 .' gg _t/1.DPTY3NAL`TFLA/PdTRMFC19SUkEDTAiL _
<br />5' eiWst I �Lb- �, �I�s'q.. n. ' rA 'aw' a•"re 1�
<br />trzlK rrcr �
<br />= il'I`+3'cL 'R1r `� � ey""i(al T'`r'�'`- � I�n,r�'c •r°x.
<br />LtF L.ii L 1 Q.f: IllNli(IJ{NIREMRINP:r kN
<br />'R�`�Hne I . r1. 'M1q tsriy InmXul 'iltillaN a '-
<br />INSTAUAMN DETAILS EQR $ERIE$ 2900 E-Z HANG STORM A Llr' ".1"'
<br />T
<br />•�RFTE OR T 4Y TAPOON
<br />OLOCK
<br />�yCONCRETE ANCHOR IA 12- O.C.
<br />R"EOrUIRED.. ^'
<br />'l
<br />i,F
<br />AfC4Y HEOTflrE
<br />a i' FROM gED1NRE0 € { r` t-w SCREW o,1'jJ' PROM
<br />rr
<br />`C9' EDGE OF 1 _. it ,_-'}t 7t EDGE OF (ij
<br />ff
<br />1 #r � W Y✓
<br />i
<br />/� U/ ��}i �
<br />ra gr _ • �jx.
<br />10
<br />�IRI PpORA"MINUM popC.IiR ro QI.ASS..-.. j f *. N PW I
<br />tHISS
<br />tl Ili -t,l/
<br />IIII
<br />rrgffiwMAIL
<br />st
<br />I PANEL LENGTH 4E
<br />'« �TNiuMMKV c am
<br />TD mAss. i 1
<br />pN'�
<br />5011;To
<br />/2
<br />"-- { 1 l I",•f4'i TAPCON ANCHOR
<br />a
<br />Ai/4'f TAACON NO. �R D.' i § 1'q : •pU WOOD
<br />NCNWI a 12" D.C:. .
<br />L g [ • REpUTm
<br />Cr9NCirETE B(AOK y..,_"""
<br />REOLINiEO:
<br />ytau. uoUfItTIN(i At1# ►MITI
<br />SECTION EZt AMMAwM Ei1W
<br />SCALE 3/8-1- SCALE 3/a-l"
<br />si41lHlr
<br />yO(t{ IL
<br />J
<br />ENITAti, FLORIDA BUILDING CODE (Nan H h Velocity)HMV Zone)
<br />NOTIES:* MIN. PANEL. LENGTH - _ _ cons
<br />1. iNSTAUATION ARE ONLY VALID FOR MAX. A.%D. DESIGNN. SHAD. BE 2'-b" S ' �*# Tlr ,��, mid 24 GAGE GAt.YANREO STEEL 5T0CtiA PANELIn,
<br />PRESSURE RATING +/- 40.0 p,s,T. AND $'-0* MO*' - �ri
<br />STATE A GLOBAL PROTECT" !'RiIDiICIS, f l C, "�'
<br />PANEL LENGTH. '. t L �► A /i Inc,
<br />2. FOR NEW WO FRAME CONSTRUCTION: YW00Il jy Dom, " Fl[il;`(iL •. rpm i.ler TesTLI� a *� i'M' 41 T
<br />w ae X. Xa- .PnN,pY�Xy, tt aw Deft. !L 91T1. '[0•-i 75
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPEGRFTC -,Do .1m PWIW:4s3*)[is^7'sEE, IX6
<br />DENSITY OF M55 OR EOUAI, N 4FNw rJs. wow .m o"Al" R.
<br />T•&..
<br />!lIN1Xjt ILaEi6"nr AWATEK A E Z I - -- tIX17 to , Ti
<br />ALL AMERICAN .SHUTTERS AND GLASS
<br />24ga GALVANIZE0 STEEL STORM PANELS �H'VHZ & NON-HVHZj'
<br />VERTICAL MOUNT ELEVATION
<br />7 NOTCHED PANEL'S
<br />i, N;T,S,. R3EVATjiyd^
<br />ALLOWABLE PANEL SPAN &GLAS S
<br />SEPARATION SCHEDULE:
<br />2A 6AUf,F tMN6S
<br />MINIMUM STORM PANELSEFARATHINFTWM-ETfA't5
<br />(NVHa WINn30NE41, MAMAL rACU11
<br />` DESIGN
<br />INS7AU.ATIONS i,ESS 1NSTA rkN49OREA7ER
<br />PRISSURE
<br />AUJ3WAaLE liA
<br />Tle4 36' BOVE CJAAEk ' 3O'--. Tf2YVEG ,.
<br />E THAN WADE
<br />SPAN(mAX N A A
<br />1 1
<br />MAXIMUM ALLOWABLE
<br />RESIGN RRESSURES;
<br />AS NOTED IN 00%N
<br />DESIGNNOTES: SCHEDULES
<br />P4SITI'J£''A GATtVE ONPRESSU C ULpTED
<br />F•'dR,USE Y,WIT'H aa'SW'StEE p HALL gE MiNEb.AeR
<br />S(HE'1 ERRNINGNG P NG TNRE R U>f�` SNTS npg�
<br />AMS A A 'E1 HAs. Y;ANb CHAPT�(
<br />t 13 • LES ..
<br />itl 87iE C E"5. ''LB - ING� E _S- n
<br />BYSR TIv� o s((I(v .. T'E{A
<br />'AP DS Si143MVN.ur HF_}}Et'FOR ANY
<br />USEGTN:THE
<br />-VIBit EcALC.I6%1bi3
<br />r �,ror ..1urY as-tx fi 13. l-§•rl ��
<br />low
<br />ron'xYxmmrNi,'wsWA,'. bm[otrsd® ,•
<br />111,
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
<br />(ALL PANELS)
<br />MIMUUMMI
<br />tiCJitTiilpv.fEi�37�t[i7iidE
<br />ni
<br />ONE
<br />f-- itiit€7Ea
<br />..
<br />rFe7.iliillQii""
<br />asix��iEll
<br />.
<br />TF>�1�0yQiF30
<br />rSi�L^�EY>•�®i;Si:El�IF�IEiiIiE�
<br />ll�
<br />•
<br />""FEREAC9
<br />.
<br />......
<br />iW7VaK91111"Ina"
<br />E�:C%�I
<br />k�tlF3i
<br />�naTTa*++ts
<br />lEnNEZ'iEi1115111E"ICfstf)QE�u�I
<br />N. �wt
<br />�lE+a-°iE�ta~�F.T57i
<br />MCA
<br />E:51Eu'1�
<br />7�i
<br />kl
<br />a41 _
<br />.._ CVldn
<br />[ANtl. LEW6ttla Si I : - K sAE WDr . WB OE [nTT@I! sPSB'TrwW k55E ND'IE❑ NTAaLE 04+iE. (TTO TSAr .�_ §..NCCEMaB1.E
<br />seen
<br />--- a, n rM M ms r Wn P ' �EY1 6REAaa THAN TWAT 'roR
<br />k,YG On'
<br />No Ss'YaA4. wow o oiAas XEo s ANeA,#AN s Warm
<br />W4 cur �� erK'aPEeriVE NGCaMaI Aa]VE:
<br />i ➢F 11R PIPED rOa 9SbDNt'MG[@Y15 UA."rA WHEAE Sib0 ilbBUkKk[E RDT s! Clara Es ALL,EU m.PawOVE,
<br />2i6 rX
<br />EfXr
<br />Dom .ednnou dwurvnW❑roww Was AT sa eaAXATroWsmetcarsaswu[EvcaaEv li use I Qu1R F
<br />a.35 4. APPLI likebTYf mdbK Y4RFD4T EtliT$ ANd PMIE i@W9"Wr+H PANEL AI TAXI e ! a ssBrAt d$
<br />xA r+v t x4sx ,
<br />AAS?AW Rr!YS"CdR3&-MQ.C.
<br />xsaui
<br />S; Y5 3E`Hi NfilA", i PJ., T bR .CWnUAR Pak
<br />P'a9N.B NA P%! W{HDM L%CI Ii$PTTOA _ pP -, EGrY4NJ
<br />•'rgNnl
<br />..:.ITS.. Et L'Ir UA!>n AWYEWI'4WATt� II {}yrd TF+25.`._' .Mae.- 2T3 pF�ANG Palo Ar Tr Li"1E}d Dr w naAun
<br />t
<br />GLASS SEPARATION NOTES:
<br />1, ENTBA PAM HEDUIE WITHPGSInVEDESIGN ir7 D£tBRr47NE s sc LOAD
<br />MINIMUM ALLOWABLE SEPARATION fit0lT THE OPENING TO BE t?.RA'tYt7ED.
<br />2. SCHEDULE 5 REQUIRED FOR Use WITH POSITIVE LOADS ONLY,
<br />-
<br />tNTERPbfATION BETV{EEN LOADS IS ACCEPTABLE, OTHERWISE USE NINT' HIGHERVw
<br />LOAD.
<br />3. t TALLATTO OF THE KVHZ AND OUTSIDE OF ES.`1BNTIAL
<br />FOR NS NS E UTSI
<br />WIND ZONES % THROUGH 3,
<br />D AND EPATME ATION FROMTHE
<br />SCHEDULE 7S NOT REQUIRW AND NO MINIMUM SEPARATION FROM THE
<br />SCHEDULE 5 NOT
<br />PROTECTED OPENING 75 TREM
<br />M
<br />PTIONAL INTERIOR FASTENING DETAIL
<br />( N.T.S.
<br />L C
<br />OPTIONAL EGRESS PANEL DETAIL
<br />1NTkti1DR FAST£NINCi
<br />I
<br />I" -- q,OfO' _- � a(i YPbtul1lX
<br />D,694 .20A540#" ,Lpi
<br />p
<br />o,,c>94T i' �'(oT ¢19#° ark
<br />4.02' !TLC
<br />1.:s3U, :'l:e3au, �"ND.IiEZ" :O .37s1tj D6T'" fit: YaA"
<br />1 18011
<br />HE' lxi ER. Auxa�o❑ryNeAroFrl.- (--- a"
<br />3 36a MA O. 13,
<br />X 3 1;q1 t.T }° ` 1.569 :SSp' O,'365?" 3 s D.i78 aR46, $1^ O.Y76" •-� � °•' 4-DS ". a.sSA" t,Og7"
<br />12-50ORPP(EL (t?VERAG f_�� "' D,IN Ir A.190"''N II�� �Ll0,F
<br />5�4nD37n 5•ts:oYr-11-0TY`R 2004 D ai+rrR�uq 115 ,,,,,,e, -mxcY -, "E Q4S7"
<br />:u 9lALA-aUT.Y TRAL`K L7"'""•-'_ P'-'.tR W vnNAeali. fcETweLE WA91ER
<br />I
<br />0.37e a 0� 655�
<br />LY;Y+, U;ffi - i 0.19G"-Fllf'
<br />ry ve$nrtD
<br />DL4[CTjDe'
<br />,a F'1^1i .. RaiFTt55e%
<br />tiOI.E-163EdfiEADEDi
<br />I'-,- `
<br />OVE zI P
<br />IAA, 4DEXlErcClo➢UAE-DFTAikNow
<br />No
<br />�.tse- ra erc.� .{-tUnz,IlnrrT`
<br />.1-1 VW11
<br />GttSt•14 Y
<br />ry •MAN imrnXl LaaNtlRrWrrm l: ,C, ..
<br />a bEzvs
<br />A s Izx>L. rt. t+: MRX.
<br />-�-.a5" MAN:
<br />'$A,HPj a �tJ'TiTr�
<br />-
<br />tv
<br />ADH.
<br />�.CORNFM1CWSUrciC$TATL iBErr xA_E �H.4,It}: rT3r � T ;N t11Q,
<br />rit =ea „+-a s
<br />2"K TRAPADDXrCWSURE DETAIL fY Sn 73r
<br />,"y lndn a -oil XaDu fclnallHn'IJ*inlr_ ,
<br />MIN,
<br />Hm`
<br />... *l E1 tNIrNh4W�l'�Si?It>myl ,.
<br />ANCHOR $IAl SCHEDULE:
<br />a4GAUGE PANELS-PANELFASTENERS 0
<br />tNEF N
<br />O
<br />N
<br />v
<br />r
<br />XR M
<br />$I1fn.l
<br />1 .H
<br />J
<br />S$
<br />W X fi E
<br />t
<br />Lam
<br />>r
<br />l
<br />U
<br />} I1
<br />i.,. <ul
<br />( : ID
<br />d v
<br />"1
<br />iU _ ,-,
<br />Y 2' 'w
<br />I, p 0 so
<br />w fy
<br />- M
<br />i
<br />it
<br />3:
<br />4 Bar am
<br />zz
<br />4 ,
<br />yy
<br />UJ R
<br />F
<br />ANCHOR NOTES:
<br />F3 I AN04OR%:HEDLLE APPLIES 10ALLPRODUCTS bEWrI3ED-HEREIN, BUTDNLY PROIJIOESS. OG -
<br />sp MAKi)0.UM.ALLPNABIE r�NCTi#(-$PiiCIN6, MAXTMUJM ALLOWA5WsAANS AND PRESSURES TND1rkTED
<br />11 i t?ietlULE SHALL-... Y,
<br />N sfAN b APPL
<br />h 2 FMER:AN flR5CiI®ALE FiA5EDOly-PANEL FASTENER:SPACING, .THE EXISTING 9TAUGTLifiiE
<br />E MATERtALANCHOk TYPE SM-EC-TO12M 7 LOAD GREAZERTHANFOR SOLALTO NEGATIVE DWIGN
<br />LOAD ON SHTjiTfR ANr�'SELEGTSpAN GR�dTER THAN -A& E()IIALTO 5H UTTERSPM..SEL EIT
<br />2
<br />C ECR TYPE fD ON WArE C ON. SEE N7OU i - tUL$'. _ lY � dN APPROS . � MOUNTWG ONOr1i (... Nf NG t)E7 Olv 'g O N
<br />SriEfT 2 EOR.tDFNTTFIGATIU'NK� ra0N1tEC`TION TTPcy, .,
<br />'PAFJELA ENE S"'ARE $TADS US 3 WGRCTSON:I -H.L MefliN St -
<br />d
<br />f ST R ES} N,IXt 'TIT EE#TVA
<br />TRAtDt `S DEED ETO E 5_a3 O C FAN L FA • E EASPAC(N T (kt8'S F TU ANEs(I:. UB E 5T N O A@LE VA LAIR- ( )
<br />rr
<br />LL ° °.Are ° E N G BUILOOVT _CND � Ord
<br />H O -H nEi3S GL N 4 u uDi )
<br />5T 3N`A'rK �cEw- U : ER5 •- NVE 4 ANEFfORS.SHAI=L.B£IN ALLELI .,. RROAM. 17H'M FACTNR RE{`DM NDATtflNs,..
<br />5 VJALLO}Y BLIIGK 9T STRUCTURESlYt1L CON. ,M'TD flHTM o4D;1TLc>okl Ra. �ggal :.
<br />6, NWIr4UME4E,NT,SHALL DEEL$:f'1Q7'EDSNAN. OR S121IOULE> ..... 8
<br />7 HU ENIa _ [51SSG TA t ' r , : 4L.a. M(Na M rdr4ENn'xsN ors.,. NC): OE,5xBYU FOA CK ANnii k
<br />� G<^ cad Nr aRT rt�It YA .
<br />.FIN6HE5 WALL FINIS' ES : , r'fE LL 'TLa (E'dA"�M" �tt0. SM E. F 'a 21T' 8 TC4 �.'. _ H , MtT€1? / AIf ALL a yER1 S6b Y , H 1(4 - yi tt i
<br />AOEf, JATELW9'R N5VEB. L2YAfi5 TO NO5T'STRU Lf E
<br />9r GONCiiEtENC}I49RS NC,lTrOlt HEr3EIrq.5kU1LL'9f EMaEDLLED Td'UN•G,RACkCa ANei#ETf'SNII-`Y $
<br />,
<br />I NL. : i g, 1NH€RE'EiifSTSND§TRIETUREiswp#1SFrdnt-tlGr is7llicCt3lOITinNs 9W4 ,FiMI
<br />VERlpr`TF3AT'FASTENEj`a,S.Af?fINttYA6EGj,UA?E 1�'OODFRJtM1N6 McN6ERar N6f PLYYy451Dk, FAa"IIIVAIG
<br />TfYPLYMQ3O075-ACG�TAelk i{NIX F,QR WME 'T✓p' FECES.,... _
<br />ID. ERE CM S ....E �F - WH AN, f3)I €ASi N iC fir RrrzJw E A S GD FRAANaNG ASTENE FW LRGATE - g
<br />A
<br />-- CT=t1T£R fiOMINAY.II")44'SMIN.)w(SCIQ5T11Do EDGEDISTANC€M16AoCEPTADi.E €:ORi,3= tr
<br />fTp, 4INC w4'DD S.T46-SrlA1L RE "SOU/3rfRN-W {:" G:p,55 UK.IgKSATER DENSITY LAGSCIZEW
<br />3 SHLALI�HAVE'PHIi.LSPS Phi H61fD OR,. HEY HEAD, I
<br />IL- REMirVA13 ,4TKHriRS ARE DEWALT PAINELM141YE1-ALL-POINTS SCLIb-5Wf a: BRASS BUSHING
<br />N1ACiiCNE - LLHAVE 1 -" EN. - E I BASE 1� 'SCAElNSStiA NNM GAUGM OF 7Ha D5i NTO THE
<br />ANW40RAND`MAY HAVE H4THER A PANrHEAq, TRi155 HEA4, IXi'WRFER HfdiD (SEbEWALK iSOLTj U-N.q: -
<br />!3 i+3IWMUMfMBFDMENT AN(} ®GE DI5TANG€EXCUJDES St11Ci:A DAOiIiER wAI1i7N(SHES.
<br />'Yd 1® OESIGNATE4 ANCHORt0NDR1ON5WHit3tAAE WTASCEFTABLE WaK -
<br />1s * oiRE4T NWT'rTSNfi rNbT7if?t•15_ THIS LINEAR r5 NOT PEiMEFrfD FkSLi US wa7H THE ANBHQRTSCHEDOLE5 AtI5TH,iz+JN '
<br />THLS SHEET, -
<br />L'
<br />1111
<br />.2.3r• PDC,t 7�,
<br />T7 AN
<br />sPiw-nrio.e-n' ur'ros'-o'.-
<br />=h rdLz. bE6l6X
<br />wCXe ' CrIN.Y'TYPE � '➢bNM TYPE co1rN TYPE
<br />.R eXYswru .T
<br />TV" ti 2 cl Cl L2 Cl b .C4
<br />-:. PXP 1 fA +;3 ri r2
<br />Sb' d i it PW➢i❑ 1 -5' 5 ➢ 1 " B� 5' 16 SCY U! � 1@0' Yi;7" 49 12 15 4.2 i2 d aY'
<br />aEWALT1Yt cal TitA
<br />80 1 i' Sfia az' 6. QY' 16,D �'
<br />1 5 i0.1' @6 1a E' :15 ➢' it 1' i4 335' -_❑ ]
<br />35 A iSq' 1(s
<br />.e a %" is• isn' si" a s .13 i ff A 63 i S,. A i&4 ,1 $4+'.
<br />.1 '5 366 1'� SA- Y i" am: 9,1" la S' 167 H '9, a r.4 S 4"
<br />Ir 1 XMI 9 33 12.s 1$R @❑' lfi Q° 1 1$IY' 13.U" 1Z 32 SE 1❑7° P
<br />➢eq'µT UL1pACOW 41 0.
<br />:5' SAC' 16. ", 1LS':' ➢ 4' lay°. 18A TD @fi:.
<br />N" Fv'-'Let a@ ],3.5 Us I, 1a 'Ya is 7!' ➢' i] ' _5 325' iii❑ 3L,6" B:S"
<br />1 .❑ S A.51'
<br />I !i MNr -93 it $.LT 6➢' i 5' ❑ S-TI ' Ass" 1@➢ S:hA i1.9".
<br />A aSEr' LL Eoullr'Ssao
<br />o }T
<br />iP 1 .iNd[
<br />: 4a 13+5 b'
<br />]a G' L2"i 6 a,s 15A IZ4`iG
<br />ae � Sa 5 a 1 a A
<br />,i
<br />16d 12.5" 1Ri Sa,9" i6sG 1$ 14'.k".
<br />Sa ,5` 1d ad 32.: Yfi a' L5 iLs.6' S2h" %a P S3 s 4D": "".
<br />1 '] ]B ' S a ➢' ia➢ 4' ❑ 1 26' I"., A
<br />�r n our L
<br />- � tk O'. t < a
<br />NA P NA }
<br />'S' 18,0"76,0"3S, 125`n" 1ST^ 12.i' aA 33 e' 11,3":.
<br />�•rv^•r' =r •?as', 41 i,ad Y r4 4.. -
<br />4 i.. z#' To- S.SS"i1_
<br />2. Si Y S 14, 13i2 a. ,2
<br />zz Yi:;s 1s o''is,s^'u s' s ' xs,c xY,d' 13b` ie o'I xs,s ue"
<br />- - Z.{f"-E3716E D)'STANCE
<br />one• K]r1(4"CIISICU 93 @,�S ]Yi,3' b, " P.i,
<br />ITd I{At'r➢IIJNvroa 4i 5.35'
<br />4a ass' xa^.
<br />1ja 'x t�1/4'IN1flii 33 �-.
<br />tdre9llll IRAr:'AA it Sa:S' 53.E". &21' - .Y' $5° A4"
<br />48
<br />Sa, u 7 2S $,3" b. "
<br />P $
<br />IN"r"I-ilrfrNaN! z3 Xx:3 180' tie;"Ta'az%"5a,x sa"', �' azs" rzo as' 4.s".:
<br />iJ iYwE4. iAtm„4M' 41 ile4l i.$.H 'C:4" S8`. $.3S'SGr,a t.i'b 4 k.2'5° ti3 4% 40''
<br />@ YA9° 13 3' i " S➢" G 5".. 7 ..{" :iT^ 2 " SD 9 A"
<br />4.7 40'
<br />e'2 a rrz a
<br />,� T2 +4Y5 (77' A.1.° +D &a5` " a 4.L` o` 'E.as' :ins 4] 4.➢"
<br />� I/nb r rlAs i}a1K-}i .3a nFs alto` 14i"i afar 1a.x1' Sn n' sa"-
<br />A2 a •' 1s s^ as i 5" Yso s ss" ra sonD s u z 1 x$ v z z ALL THTS ET
<br />4#I 1 ,4 1$d a 7a 12,5' lea 77' sa s .5" Is.a ^1a fi2"
<br />:' SZ .i.S-
<br />> x"
<br />J,lr "xl irdl','EH@5U 13 a:3' B4O" brA"- $,P'" 'S.'. 1,5°'sax" 1h3" 4a"
<br />nbWA1T P4NP Y1Air 4i ,7.Ti 134' Can E.2:"
<br />: 4B 25" 31 S' 4:Ar A ] •'9.2
<br />i S' .1" ❑ • it O2" }i" 3- ' S 9, " 5° 101 5R WAS- A 4 a. 6, 5 M1" a
<br />a 5 d
<br />'rx JlyS 4,t 3,9' 13" D.aY'. 3S'
<br />CL
<br />f
<br />TA
<br />f.l Aid IIV.'I 'i'•11• UV N' Ip H 111'-t11' +4q ! Ft Id I
<br />-p DX'
<br />Too" PEG[
<br />AXDNOR COX TYPE - COXX TTTe 'CONX :TYPE
<br />►RESSFRL M
<br />>� o � � >� I:� a � a r4
<br />1r/-xT Bd10ED 3 2. 6P 8 L rP S 1619, 32 S. lb B la F -16.4 S'7"
<br />aa" s'. i s s At . # 1a 16d1 S 1 12 I ➢ 1 E ❑ `
<br />12:5" ] D 1$:D' 7 1a5 Lea li 12, 60'
<br />4a 5 r $JS" 3$e YA z
<br />Z 22:5 1 ➢ b" 69 Isla, ' 143 B,➢" :25' 1 ➢' Y 7 B. ' F b (k !, P
<br />ri 125` ieD ii7" etl' 1 .Y` 16❑ I4T' 8:a Y 5" a9❑ 1 Bn" a. 'k?
<br />a11'x 1 "WleQ, 3 0" U2 33 1 ,S` Sfi]7 1G. 141' iLS' lE Sai" Z.O" 2 IE,a
<br />YDQOScREk{ AS tZ.S' a 10.1" 81 Sa 5"-1G+T d.fi 12,5" 58 sd 56" I SE 7 Y
<br />48 125' % O"SLe' 7 d5"SffO 4fi" SY 2Efl 4 5' ' b ,u r�` a"
<br />n a
<br />52 L1=S' S 1 ' 3. ' 3." i$.D i, 64 2.5 D'0' [ B az5" E.❑ e s z .¢ 1 arc
<br />.. 72 }.'+u5 1eb 95ir. $,fiIN Sd.S" 1$0 •S.G' 3: 12.4° ., d"'nib" x$':'
<br />a' i 1 u x 3 Zl5' 7 1 " 12.5 ib0 42 8a'Ie: '
<br />z
<br />APC .CFAs' 41 Y6 • • a. „ 1'+ 5' ' 2Y. ,•. :. a" '9,'T^ : II
<br />B x 5 Sn ' 25' 8 ❑
<br />T, 18 S 6 q is ii. S' ' D:i" - Sa,St' ❑' .1 : �
<br />�I
<br />1 .5 18➢ 9: " Y ' ❑' Z 1 B' ]E A A
<br />Y 14 x as I i : AY7 ii. i. 5 16 ,❑" S, ' a.5" 1'ml'" .9" 1n :6, E'•' 174' A!$tTfAHf❑4. T 9 Y # a' 99' §;-"
<br />Y ➢ ai❑ 12: 9" "SLa' 4,7' i f S" Y 3." 7' A' ,:
<br />L3:5' , _.A°
<br />z T r
<br />Tz . s as-3. 4.7azs..lz3 4T :a.➢' . szs Yza 4,R '4.❑.
<br />=
<br />,"y lndn a -oil XaDu fclnallHn'IJ*inlr_ ,
<br />MIN,
<br />Hm`
<br />... *l E1 tNIrNh4W�l'�Si?It>myl ,.
<br />ANCHOR $IAl SCHEDULE:
<br />a4GAUGE PANELS-PANELFASTENERS 0
<br />tNEF N
<br />O
<br />N
<br />v
<br />r
<br />XR M
<br />$I1fn.l
<br />1 .H
<br />J
<br />S$
<br />W X fi E
<br />t
<br />Lam
<br />>r
<br />l
<br />U
<br />} I1
<br />i.,. <ul
<br />( : ID
<br />d v
<br />"1
<br />iU _ ,-,
<br />Y 2' 'w
<br />I, p 0 so
<br />w fy
<br />- M
<br />i
<br />it
<br />3:
<br />4 Bar am
<br />zz
<br />4 ,
<br />yy
<br />UJ R
<br />F
<br />ANCHOR NOTES:
<br />F3 I AN04OR%:HEDLLE APPLIES 10ALLPRODUCTS bEWrI3ED-HEREIN, BUTDNLY PROIJIOESS. OG -
<br />sp MAKi)0.UM.ALLPNABIE r�NCTi#(-$PiiCIN6, MAXTMUJM ALLOWA5WsAANS AND PRESSURES TND1rkTED
<br />11 i t?ietlULE SHALL-... Y,
<br />N sfAN b APPL
<br />h 2 FMER:AN flR5CiI®ALE FiA5EDOly-PANEL FASTENER:SPACING, .THE EXISTING 9TAUGTLifiiE
<br />E MATERtALANCHOk TYPE SM-EC-TO12M 7 LOAD GREAZERTHANFOR SOLALTO NEGATIVE DWIGN
<br />LOAD ON SHTjiTfR ANr�'SELEGTSpAN GR�dTER THAN -A& E()IIALTO 5H UTTERSPM..SEL EIT
<br />2
<br />C ECR TYPE fD ON WArE C ON. SEE N7OU i - tUL$'. _ lY � dN APPROS . � MOUNTWG ONOr1i (... Nf NG t)E7 Olv 'g O N
<br />SriEfT 2 EOR.tDFNTTFIGATIU'NK� ra0N1tEC`TION TTPcy, .,
<br />'PAFJELA ENE S"'ARE $TADS US 3 WGRCTSON:I -H.L MefliN St -
<br />d
<br />f ST R ES} N,IXt 'TIT EE#TVA
<br />TRAtDt `S DEED ETO E 5_a3 O C FAN L FA • E EASPAC(N T (kt8'S F TU ANEs(I:. UB E 5T N O A@LE VA LAIR- ( )
<br />rr
<br />LL ° °.Are ° E N G BUILOOVT _CND � Ord
<br />H O -H nEi3S GL N 4 u uDi )
<br />5T 3N`A'rK �cEw- U : ER5 •- NVE 4 ANEFfORS.SHAI=L.B£IN ALLELI .,. RROAM. 17H'M FACTNR RE{`DM NDATtflNs,..
<br />5 VJALLO}Y BLIIGK 9T STRUCTURESlYt1L CON. ,M'TD flHTM o4D;1TLc>okl Ra. �ggal :.
<br />6, NWIr4UME4E,NT,SHALL DEEL$:f'1Q7'EDSNAN. OR S121IOULE> ..... 8
<br />7 HU ENIa _ [51SSG TA t ' r , : 4L.a. M(Na M rdr4ENn'xsN ors.,. NC): OE,5xBYU FOA CK ANnii k
<br />� G<^ cad Nr aRT rt�It YA .
<br />.FIN6HE5 WALL FINIS' ES : , r'fE LL 'TLa (E'dA"�M" �tt0. SM E. F 'a 21T' 8 TC4 �.'. _ H , MtT€1? / AIf ALL a yER1 S6b Y , H 1(4 - yi tt i
<br />AOEf, JATELW9'R N5VEB. L2YAfi5 TO NO5T'STRU Lf E
<br />9r GONCiiEtENC}I49RS NC,lTrOlt HEr3EIrq.5kU1LL'9f EMaEDLLED Td'UN•G,RACkCa ANei#ETf'SNII-`Y $
<br />,
<br />I NL. : i g, 1NH€RE'EiifSTSND§TRIETUREiswp#1SFrdnt-tlGr is7llicCt3lOITinNs 9W4 ,FiMI
<br />VERlpr`TF3AT'FASTENEj`a,S.Af?fINttYA6EGj,UA?E 1�'OODFRJtM1N6 McN6ERar N6f PLYYy451Dk, FAa"IIIVAIG
<br />TfYPLYMQ3O075-ACG�TAelk i{NIX F,QR WME 'T✓p' FECES.,... _
<br />ID. ERE CM S ....E �F - WH AN, f3)I €ASi N iC fir RrrzJw E A S GD FRAANaNG ASTENE FW LRGATE - g
<br />A
<br />-- CT=t1T£R fiOMINAY.II")44'SMIN.)w(SCIQ5T11Do EDGEDISTANC€M16AoCEPTADi.E €:ORi,3= tr
<br />fTp, 4INC w4'DD S.T46-SrlA1L RE "SOU/3rfRN-W {:" G:p,55 UK.IgKSATER DENSITY LAGSCIZEW
<br />3 SHLALI�HAVE'PHIi.LSPS Phi H61fD OR,. HEY HEAD, I
<br />IL- REMirVA13 ,4TKHriRS ARE DEWALT PAINELM141YE1-ALL-POINTS SCLIb-5Wf a: BRASS BUSHING
<br />N1ACiiCNE - LLHAVE 1 -" EN. - E I BASE 1� 'SCAElNSStiA NNM GAUGM OF 7Ha D5i NTO THE
<br />ANW40RAND`MAY HAVE H4THER A PANrHEAq, TRi155 HEA4, IXi'WRFER HfdiD (SEbEWALK iSOLTj U-N.q: -
<br />!3 i+3IWMUMfMBFDMENT AN(} ®GE DI5TANG€EXCUJDES St11Ci:A DAOiIiER wAI1i7N(SHES.
<br />'Yd 1® OESIGNATE4 ANCHORt0NDR1ON5WHit3tAAE WTASCEFTABLE WaK -
<br />1s * oiRE4T NWT'rTSNfi rNbT7if?t•15_ THIS LINEAR r5 NOT PEiMEFrfD FkSLi US wa7H THE ANBHQRTSCHEDOLE5 AtI5TH,iz+JN '
<br />THLS SHEET, -
<br />L'
<br />1111
<br />.2.3r• PDC,t 7�,
<br />T7 AN
<br />sPiw-nrio.e-n' ur'ros'-o'.-
<br />=h rdLz. bE6l6X
<br />wCXe ' CrIN.Y'TYPE � '➢bNM TYPE co1rN TYPE
<br />.R eXYswru .T
<br />TV" ti 2 cl Cl L2 Cl b .C4
<br />-:. PXP 1 fA +;3 ri r2
<br />Sb' d i it PW➢i❑ 1 -5' 5 ➢ 1 " B� 5' 16 SCY U! � 1@0' Yi;7" 49 12 15 4.2 i2 d aY'
<br />aEWALT1Yt cal TitA
<br />80 1 i' Sfia az' 6. QY' 16,D �'
<br />1 5 i0.1' @6 1a E' :15 ➢' it 1' i4 335' -_❑ ]
<br />35 A iSq' 1(s
<br />.e a %" is• isn' si" a s .13 i ff A 63 i S,. A i&4 ,1 $4+'.
<br />.1 '5 366 1'� SA- Y i" am: 9,1" la S' 167 H '9, a r.4 S 4"
<br />Ir 1 XMI 9 33 12.s 1$R @❑' lfi Q° 1 1$IY' 13.U" 1Z 32 SE 1❑7° P
<br />➢eq'µT UL1pACOW 41 0.
<br />:5' SAC' 16. ", 1LS':' ➢ 4' lay°. 18A TD @fi:.
<br />N" Fv'-'Let a@ ],3.5 Us I, 1a 'Ya is 7!' ➢' i] ' _5 325' iii❑ 3L,6" B:S"
<br />1 .❑ S A.51'
<br />I !i MNr -93 it $.LT 6➢' i 5' ❑ S-TI ' Ass" 1@➢ S:hA i1.9".
<br />A aSEr' LL Eoullr'Ssao
<br />o }T
<br />iP 1 .iNd[
<br />: 4a 13+5 b'
<br />]a G' L2"i 6 a,s 15A IZ4`iG
<br />ae � Sa 5 a 1 a A
<br />,i
<br />16d 12.5" 1Ri Sa,9" i6sG 1$ 14'.k".
<br />Sa ,5` 1d ad 32.: Yfi a' L5 iLs.6' S2h" %a P S3 s 4D": "".
<br />1 '] ]B ' S a ➢' ia➢ 4' ❑ 1 26' I"., A
<br />�r n our L
<br />- � tk O'. t < a
<br />NA P NA }
<br />'S' 18,0"76,0"3S, 125`n" 1ST^ 12.i' aA 33 e' 11,3":.
<br />�•rv^•r' =r •?as', 41 i,ad Y r4 4.. -
<br />4 i.. z#' To- S.SS"i1_
<br />2. Si Y S 14, 13i2 a. ,2
<br />zz Yi:;s 1s o''is,s^'u s' s ' xs,c xY,d' 13b` ie o'I xs,s ue"
<br />- - Z.{f"-E3716E D)'STANCE
<br />one• K]r1(4"CIISICU 93 @,�S ]Yi,3' b, " P.i,
<br />ITd I{At'r➢IIJNvroa 4i 5.35'
<br />4a ass' xa^.
<br />1ja 'x t�1/4'IN1flii 33 �-.
<br />tdre9llll IRAr:'AA it Sa:S' 53.E". &21' - .Y' $5° A4"
<br />48
<br />Sa, u 7 2S $,3" b. "
<br />P $
<br />IN"r"I-ilrfrNaN! z3 Xx:3 180' tie;"Ta'az%"5a,x sa"', �' azs" rzo as' 4.s".:
<br />iJ iYwE4. iAtm„4M' 41 ile4l i.$.H 'C:4" S8`. $.3S'SGr,a t.i'b 4 k.2'5° ti3 4% 40''
<br />@ YA9° 13 3' i " S➢" G 5".. 7 ..{" :iT^ 2 " SD 9 A"
<br />4.7 40'
<br />e'2 a rrz a
<br />,� T2 +4Y5 (77' A.1.° +D &a5` " a 4.L` o` 'E.as' :ins 4] 4.➢"
<br />� I/nb r rlAs i}a1K-}i .3a nFs alto` 14i"i afar 1a.x1' Sn n' sa"-
<br />A2 a •' 1s s^ as i 5" Yso s ss" ra sonD s u z 1 x$ v z z ALL THTS ET
<br />4#I 1 ,4 1$d a 7a 12,5' lea 77' sa s .5" Is.a ^1a fi2"
<br />:' SZ .i.S-
<br />> x"
<br />J,lr "xl irdl','EH@5U 13 a:3' B4O" brA"- $,P'" 'S.'. 1,5°'sax" 1h3" 4a"
<br />nbWA1T P4NP Y1Air 4i ,7.Ti 134' Can E.2:"
<br />: 4B 25" 31 S' 4:Ar A ] •'9.2
<br />i S' .1" ❑ • it O2" }i" 3- ' S 9, " 5° 101 5R WAS- A 4 a. 6, 5 M1" a
<br />a 5 d
<br />'rx JlyS 4,t 3,9' 13" D.aY'. 3S'
<br />CL
<br />f
<br />TA
<br />f.l Aid IIV.'I 'i'•11• UV N' Ip H 111'-t11' +4q ! Ft Id I
<br />-p DX'
<br />Too" PEG[
<br />AXDNOR COX TYPE - COXX TTTe 'CONX :TYPE
<br />►RESSFRL M
<br />>� o � � >� I:� a � a r4
<br />1r/-xT Bd10ED 3 2. 6P 8 L rP S 1619, 32 S. lb B la F -16.4 S'7"
<br />aa" s'. i s s At . # 1a 16d1 S 1 12 I ➢ 1 E ❑ `
<br />12:5" ] D 1$:D' 7 1a5 Lea li 12, 60'
<br />4a 5 r $JS" 3$e YA z
<br />Z 22:5 1 ➢ b" 69 Isla, ' 143 B,➢" :25' 1 ➢' Y 7 B. ' F b (k !, P
<br />ri 125` ieD ii7" etl' 1 .Y` 16❑ I4T' 8:a Y 5" a9❑ 1 Bn" a. 'k?
<br />a11'x 1 "WleQ, 3 0" U2 33 1 ,S` Sfi]7 1G. 141' iLS' lE Sai" Z.O" 2 IE,a
<br />YDQOScREk{ AS tZ.S' a 10.1" 81 Sa 5"-1G+T d.fi 12,5" 58 sd 56" I SE 7 Y
<br />48 125' % O"SLe' 7 d5"SffO 4fi" SY 2Efl 4 5' ' b ,u r�` a"
<br />n a
<br />52 L1=S' S 1 ' 3. ' 3." i$.D i, 64 2.5 D'0' [ B az5" E.❑ e s z .¢ 1 arc
<br />.. 72 }.'+u5 1eb 95ir. $,fiIN Sd.S" 1$0 •S.G' 3: 12.4° ., d"'nib" x$':'
<br />a' i 1 u x 3 Zl5' 7 1 " 12.5 ib0 42 8a'Ie: '
<br />z
<br />APC .CFAs' 41 Y6 • • a. „ 1'+ 5' ' 2Y. ,•. :. a" '9,'T^ : II
<br />B x 5 Sn ' 25' 8 ❑
<br />T, 18 S 6 q is ii. S' ' D:i" - Sa,St' ❑' .1 : �
<br />�I
<br />1 .5 18➢ 9: " Y ' ❑' Z 1 B' ]E A A
<br />Y 14 x as I i : AY7 ii. i. 5 16 ,❑" S, ' a.5" 1'ml'" .9" 1n :6, E'•' 174' A!$tTfAHf❑4. T 9 Y # a' 99' §;-"
<br />Y ➢ ai❑ 12: 9" "SLa' 4,7' i f S" Y 3." 7' A' ,:
<br />L3:5' , _.A°
<br />z T r
<br />Tz . s as-3. 4.7azs..lz3 4T :a.➢' . szs Yza 4,R '4.❑.
<br />=
<br />.2.3r• PDC,t 7�,
<br />T7 AN
<br />sPiw-nrio.e-n' ur'ros'-o'.-
<br />=h rdLz. bE6l6X
<br />wCXe ' CrIN.Y'TYPE � '➢bNM TYPE co1rN TYPE
<br />.R eXYswru .T
<br />TV" ti 2 cl Cl L2 Cl b .C4
<br />-:. PXP 1 fA +;3 ri r2
<br />Sb' d i it PW➢i❑ 1 -5' 5 ➢ 1 " B� 5' 16 SCY U! � 1@0' Yi;7" 49 12 15 4.2 i2 d aY'
<br />aEWALT1Yt cal TitA
<br />80 1 i' Sfia az' 6. QY' 16,D �'
<br />1 5 i0.1' @6 1a E' :15 ➢' it 1' i4 335' -_❑ ]
<br />35 A iSq' 1(s
<br />.e a %" is• isn' si" a s .13 i ff A 63 i S,. A i&4 ,1 $4+'.
<br />.1 '5 366 1'� SA- Y i" am: 9,1" la S' 167 H '9, a r.4 S 4"
<br />Ir 1 XMI 9 33 12.s 1$R @❑' lfi Q° 1 1$IY' 13.U" 1Z 32 SE 1❑7° P
<br />➢eq'µT UL1pACOW 41 0.
<br />:5' SAC' 16. ", 1LS':' ➢ 4' lay°. 18A TD @fi:.
<br />N" Fv'-'Let a@ ],3.5 Us I, 1a 'Ya is 7!' ➢' i] ' _5 325' iii❑ 3L,6" B:S"
<br />1 .❑ S A.51'
<br />I !i MNr -93 it $.LT 6➢' i 5' ❑ S-TI ' Ass" 1@➢ S:hA i1.9".
<br />A aSEr' LL Eoullr'Ssao
<br />o }T
<br />iP 1 .iNd[
<br />: 4a 13+5 b'
<br />]a G' L2"i 6 a,s 15A IZ4`iG
<br />ae � Sa 5 a 1 a A
<br />,i
<br />16d 12.5" 1Ri Sa,9" i6sG 1$ 14'.k".
<br />Sa ,5` 1d ad 32.: Yfi a' L5 iLs.6' S2h" %a P S3 s 4D": "".
<br />1 '] ]B ' S a ➢' ia➢ 4' ❑ 1 26' I"., A
<br />�r n our L
<br />- � tk O'. t < a
<br />NA P NA }
<br />'S' 18,0"76,0"3S, 125`n" 1ST^ 12.i' aA 33 e' 11,3":.
<br />�•rv^•r' =r •?as', 41 i,ad Y r4 4.. -
<br />4 i.. z#' To- S.SS"i1_
<br />2. Si Y S 14, 13i2 a. ,2
<br />zz Yi:;s 1s o''is,s^'u s' s ' xs,c xY,d' 13b` ie o'I xs,s ue"
<br />- - Z.{f"-E3716E D)'STANCE
<br />one• K]r1(4"CIISICU 93 @,�S ]Yi,3' b, " P.i,
<br />ITd I{At'r➢IIJNvroa 4i 5.35'
<br />4a ass' xa^.
<br />1ja 'x t�1/4'IN1flii 33 �-.
<br />tdre9llll IRAr:'AA it Sa:S' 53.E". &21' - .Y' $5° A4"
<br />48
<br />Sa, u 7 2S $,3" b. "
<br />P $
<br />IN"r"I-ilrfrNaN! z3 Xx:3 180' tie;"Ta'az%"5a,x sa"', �' azs" rzo as' 4.s".:
<br />iJ iYwE4. iAtm„4M' 41 ile4l i.$.H 'C:4" S8`. $.3S'SGr,a t.i'b 4 k.2'5° ti3 4% 40''
<br />@ YA9° 13 3' i " S➢" G 5".. 7 ..{" :iT^ 2 " SD 9 A"
<br />4.7 40'
<br />e'2 a rrz a
<br />,� T2 +4Y5 (77' A.1.° +D &a5` " a 4.L` o` 'E.as' :ins 4] 4.➢"
<br />� I/nb r rlAs i}a1K-}i .3a nFs alto` 14i"i afar 1a.x1' Sn n' sa"-
<br />A2 a •' 1s s^ as i 5" Yso s ss" ra sonD s u z 1 x$ v z z ALL THTS ET
<br />4#I 1 ,4 1$d a 7a 12,5' lea 77' sa s .5" Is.a ^1a fi2"
<br />:' SZ .i.S-
<br />> x"
<br />J,lr "xl irdl','EH@5U 13 a:3' B4O" brA"- $,P'" 'S.'. 1,5°'sax" 1h3" 4a"
<br />nbWA1T P4NP Y1Air 4i ,7.Ti 134' Can E.2:"
<br />: 4B 25" 31 S' 4:Ar A ] •'9.2
<br />i S' .1" ❑ • it O2" }i" 3- ' S 9, " 5° 101 5R WAS- A 4 a. 6, 5 M1" a
<br />a 5 d
<br />'rx JlyS 4,t 3,9' 13" D.aY'. 3S'
<br />CL
<br />f
<br />TA
<br />f.l Aid IIV.'I 'i'•11• UV N' Ip H 111'-t11' +4q ! Ft Id I
<br />-p DX'
<br />Too" PEG[
<br />AXDNOR COX TYPE - COXX TTTe 'CONX :TYPE
<br />►RESSFRL M
<br />>� o � � >� I:� a � a r4
<br />1r/-xT Bd10ED 3 2. 6P 8 L rP S 1619, 32 S. lb B la F -16.4 S'7"
<br />aa" s'. i s s At . # 1a 16d1 S 1 12 I ➢ 1 E ❑ `
<br />12:5" ] D 1$:D' 7 1a5 Lea li 12, 60'
<br />4a 5 r $JS" 3$e YA z
<br />Z 22:5 1 ➢ b" 69 Isla, ' 143 B,➢" :25' 1 ➢' Y 7 B. ' F b (k !, P
<br />ri 125` ieD ii7" etl' 1 .Y` 16❑ I4T' 8:a Y 5" a9❑ 1 Bn" a. 'k?
<br />a11'x 1 "WleQ, 3 0" U2 33 1 ,S` Sfi]7 1G. 141' iLS' lE Sai" Z.O" 2 IE,a
<br />YDQOScREk{ AS tZ.S' a 10.1" 81 Sa 5"-1G+T d.fi 12,5" 58 sd 56" I SE 7 Y
<br />48 125' % O"SLe' 7 d5"SffO 4fi" SY 2Efl 4 5' ' b ,u r�` a"
<br />n a
<br />52 L1=S' S 1 ' 3. ' 3." i$.D i, 64 2.5 D'0' [ B az5" E.❑ e s z .¢ 1 arc
<br />.. 72 }.'+u5 1eb 95ir. $,fiIN Sd.S" 1$0 •S.G' 3: 12.4° ., d"'nib" x$':'
<br />a' i 1 u x 3 Zl5' 7 1 " 12.5 ib0 42 8a'Ie: '
<br />z
<br />APC .CFAs' 41 Y6 • • a. „ 1'+ 5' ' 2Y. ,•. :. a" '9,'T^ : II
<br />B x 5 Sn ' 25' 8 ❑
<br />T, 18 S 6 q is ii. S' ' D:i" - Sa,St' ❑' .1 : �
<br />�I
<br />1 .5 18➢ 9: " Y ' ❑' Z 1 B' ]E A A
<br />Y 14 x as I i : AY7 ii. i. 5 16 ,❑" S, ' a.5" 1'ml'" .9" 1n :6, E'•' 174' A!$tTfAHf❑4. T 9 Y # a' 99' §;-"
<br />Y ➢ ai❑ 12: 9" "SLa' 4,7' i f S" Y 3." 7' A' ,:
<br />L3:5' , _.A°
<br />z T r
<br />Tz . s as-3. 4.7azs..lz3 4T :a.➢' . szs Yza 4,R '4.❑.
<br />=
<br />CL
<br />f
<br />TA
<br />f.l Aid IIV.'I 'i'•11• UV N' Ip H 111'-t11' +4q ! Ft Id I
<br />-p DX'
<br />Too" PEG[
<br />AXDNOR COX TYPE - COXX TTTe 'CONX :TYPE
<br />►RESSFRL M
<br />>� o � � >� I:� a � a r4
<br />1r/-xT Bd10ED 3 2. 6P 8 L rP S 1619, 32 S. lb B la F -16.4 S'7"
<br />aa" s'. i s s At . # 1a 16d1 S 1 12 I ➢ 1 E ❑ `
<br />12:5" ] D 1$:D' 7 1a5 Lea li 12, 60'
<br />4a 5 r $JS" 3$e YA z
<br />Z 22:5 1 ➢ b" 69 Isla, ' 143 B,➢" :25' 1 ➢' Y 7 B. ' F b (k !, P
<br />ri 125` ieD ii7" etl' 1 .Y` 16❑ I4T' 8:a Y 5" a9❑ 1 Bn" a. 'k?
<br />a11'x 1 "WleQ, 3 0" U2 33 1 ,S` Sfi]7 1G. 141' iLS' lE Sai" Z.O" 2 IE,a
<br />YDQOScREk{ AS tZ.S' a 10.1" 81 Sa 5"-1G+T d.fi 12,5" 58 sd 56" I SE 7 Y
<br />48 125' % O"SLe' 7 d5"SffO 4fi" SY 2Efl 4 5' ' b ,u r�` a"
<br />n a
<br />52 L1=S' S 1 ' 3. ' 3." i$.D i, 64 2.5 D'0' [ B az5" E.❑ e s z .¢ 1 arc
<br />.. 72 }.'+u5 1eb 95ir. $,fiIN Sd.S" 1$0 •S.G' 3: 12.4° ., d"'nib" x$':'
<br />a' i 1 u x 3 Zl5' 7 1 " 12.5 ib0 42 8a'Ie: '
<br />z
<br />APC .CFAs' 41 Y6 • • a. „ 1'+ 5' ' 2Y. ,•. :. a" '9,'T^ : II
<br />B x 5 Sn ' 25' 8 ❑
<br />T, 18 S 6 q is ii. S' ' D:i" - Sa,St' ❑' .1 : �
<br />�I
<br />1 .5 18➢ 9: " Y ' ❑' Z 1 B' ]E A A
<br />Y 14 x as I i : AY7 ii. i. 5 16 ,❑" S, ' a.5" 1'ml'" .9" 1n :6, E'•' 174' A!$tTfAHf❑4. T 9 Y # a' 99' §;-"
<br />Y ➢ ai❑ 12: 9" "SLa' 4,7' i f S" Y 3." 7' A' ,:
<br />L3:5' , _.A°
<br />z T r
<br />Tz . s as-3. 4.7azs..lz3 4T :a.➢' . szs Yza 4,R '4.❑.
<br />=
<br />CA
<br />N
<br />Cu
<br />�
<br />+ •
<br />U
<br />NCL
<br />N
<br />O
<br />Q-
<br />O
<br />.3
<br />2
<br />C
<br />.�
<br />CU
<br />U
<br />�-
<br />Cn
<br />N
<br />O
<br />O
<br />C
<br />L-
<br />Q
<br />C:
<br />O
<br />W
<br />O
<br />L.L
<br />.Ln
<br />-0
<br />cn
<br />E
<br />O
<br />p
<br />.=
<br />r�
<br />�'/ ^ )
<br />CL
<br />E
<br />Z
<br />t� w
<br />® sal 1`1A
<br />- LJ- ac
<br />CI -
<br />on
<br />t_
<br />N CV
<br />3 � �
<br />� � C
<br />rx •� �
<br />a
<br />c v c]
<br />c ca
<br />c
<br />w
<br />0
<br />w
<br />r�
<br />i
<br />L
<br />U
<br />O
<br />W/^
<br />M�
<br />W
<br />LLJ
<br />c
<br />C
<br />Z
<br />Z
<br />Q
<br />J
<br />d
<br />SHEET NO.
<br />SH 1.5
<br />w
<br />r�
<br />i
<br />L
<br />U
<br />O
<br />W/^
<br />M�
<br />W
<br />LLJ
<br />c
<br />C
<br />Z
<br />Z
<br />Q
<br />J
<br />d
<br />SHEET NO.
<br />SH 1.5
<br />SHEET NO.
<br />SH 1.5
<br />
|