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<br />rEe ;+___,' f SPLIT PANELS me,t SPACING SCHEDULEI AR TO PANELS t'1) & INS'!' ! I ATIONS •0) U � U
<br />�\ 1J/4YX111�tMN BDUS
<br />t MAXIMUM A.S.D. DESIGN PRESSURE R TING (p.s.f.) AND CORRESPONDINGINTOONG � � � (tj V)
<br />,pA•A '` ' "` \ A'1 • ' 1• : �'-e' ` ; 11�klhLP.AN& J,EL- SCHEDULE � � V
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<br />tEOIWwn ; \ + • + 2 t. S9w ,o�P ! tptra8 C 1• 'r' t$ a •mra:9 WEI pe.Y rYM a NVALEA ow AS PER �1IO15 1 TRW W. ON BNFET6 4. 5 a 6) (VAIN ONLY FIXt, .PANELS i�a ,�yN6TA6tAT10NS A$ PER SECTWNS 1 nN61 /0. ON SHEETS 4, 5 a B) O O O O
<br />VAXWA MANNIUM ANCHORS SPAaMQ FOR Eq. - 3 1/r - V^!`
<br />NEL
<br />1 1 ! iAAL R WXMIUM AS0. M•a IfHGTN I JVAAI A_&O. OEM TAPtOx Q TAP-bRW GK1C-M PINEtY1TE rl•'rM1E ID PAMMANTE PANS 50LU SET APPLKABLF m
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<br />L \ 5/t•Y tATM:a, ,6. 1' / (P#.f.) BLOCK BLODK B�.dM BLOCK BLOCK am i— _
<br />1 E1Mf OF ,RAIL � V.w nNDO, w z 1/r C
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<br />., `—•' F1LIffi enrol Me'Pak�AE°TRVIOfr iMu `• +SSA -7RO >W-ir To W-Y• u- 1 r/r T OMERttPS Al a V J
<br />4 1/2' �; uKUETE DR a,an s' 4` N/A N(a 8• $' S` 8' 6• 8` N/A NIA 1 (BOTTOM) -0 E O 0
<br />A•N. E0, x rRiFO aarx - +43Ae -40.0 12'-4' OR LESS 3 ffr ' 4 9 k 10 /E L �-
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<br />I i SCALE.,. T I DESIGN PRMUBE %A -72.0,.. 6" WA N/A N/A 6" NfA 8" N/A °' N/A NIA N/A 3 a 4 (TOP) >7-5' TO 6'-6' V )
<br />t I DETAIL t OR LESS 6- 4'. N/A N/A -.... 6' e' 6' 8r 8' a' N/A N/A 3 (BOTTOM)
<br />r tl°KK' Alm • --•'., t INTO EXISMN � CO R A ,�,{jj+�rRETE.. HLOG I STaUCTURES
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<br />ir/ ha3 r I LTwa° Raep ! LIAYlai,A AS.G. WACNAt ANC M XRVX4 FOR Ea - 3 I/r - -.... 61 4" N/A N/A °' 1. 1. 6• N/A N/A 4 a 7 (BOTTOM)
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<br />1 1 € ANY C0AMPAIa1 LENGTH V 00 NI
<br />m mNe�1E CYRWd` E1E m eoxrAttE Commit to CO CRC to OWCRM cawmm m caNDHac,E LaNC m OF THEN
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<br />I ( s. aNAa R 21 T ♦ 1/Y• K A A C /CIA 8' 4*
<br />,e10 , (•- 1 - �, Ea I N/ W N/A e' N/A / (Tot') 95.0. -72.0 NfA NJA 6 1/4' N/A 6 1/4'. N/A 6 1/4- 6 1/4' 6 1/4" 6 i(4•.. N/A NiA 6 (TOP/BOTTOM) -6' TO 11'-2'
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<br />1 I.Ai,Dx �'"'�•-z�, I r N/A N/A N/A /' N/A r WA r N/A 2 (BOnr� � �� 12'-4' OR LESS
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<br />A•" N/Af +65A -720 r W/A N/A W/A I' Hjh 6` N/A. B' WA 3 t 4 (MP) r-S- On LESS
<br />0. 2 ! 2A Yf_ Sr.O t$nNtl6tro i '' ® Yu++aK rx • fsa KUAtiw t '" a• 3` N/A N/A r 6• 6• a• e• e 3 (Burned)
<br />N(A ...NJA N/A NfA NjA. NjA NIA N/A 6 1/4' 6 1(4' 6 tf4- 6 1/4' 10 (BOTTOM)
<br />1 ` 1� WA NfA. N/A 6' N/A 6' N/A 6' N/A 7 (TOP)
<br />+ 1 SPLIT STn.►4 FANS cyATH
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<br />NRI�M ANCHOR-SPACOW AND Ipl•RRI !oi CSTAKffi Aff wU� ON 114e Sa1EOLAE. FOR EA LESS THAN WOK ATED ON SCHEDULE ANMW SPACING BY YULTIALY 40 WAOING SWAN ON SCHROULE BY
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<br />1 I E F[ A. i TIE FOLIA" FACTOR FOR IM OrERQaN ro P .L EPACENi OBp•AD tOW FACION SHALL NOT W LESS TWIN MWWW SPACING INOWEO FOR EACH AFCKOR TYPE AT ANDNORS LEmpa
<br />I ■��Ap� rw•A w/r-v' rAm Plies a-r TO W-r 2. 4" . 1/$- .. •. '�L/ WALL NOT BE LOOS THAN YNYLRL SPAGKr 010004ED FOR FACK MOM TYPE AT AND" LOWA
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<br />aia2n TE,t3o. eC 20 GAGE GALVANIZED STEEL rP. a �� 20 CAGE GALVANIZED STEEL STORM PANELS x 2Q GAGE GALVANIZED STEEL STORM PANEL
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<br />�• /ALL GLOBAL PROTECTION Pp . 1tA1E� - _ s i'., _.._. R'r""�`"�'"r` til0@AL PROTECTION PROl1ltGTSr U.C. a' Avg ' ' _ m G.e3 y: sr �'t " GL09Al. PROTECTION PRODUCTS, LLC. aF�b L.
<br />NOTE MLa.uoN cAx Aso BE RrsTAu.ED W STORu PANELS ON TOP "CIVIL
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<br />,/4 to . 5/• LONG eaLSI BuwaNG vet IN$IALL�,ATION DETAILS _ �QR REGULAR PANELS l i�
<br />,INN EXISTING WOOD STRUCTURES v4� Yea es M.S.. $ v# a�.1% jM EX151ING WOOD STRUCTURES
<br />oAEL UWOMe W m W-r AND $ 1/4' O:c. INTO EXISTING WOOD STRUCTURES
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<br />r ' r OWALLATM ALTERNATIVE 3W F�w"w e�erLr i TO to P {
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<br />NOTES:... tN.t'�'jdj,)MON - SEC7'N)N 40 1rsFHNNE 1. INSTALLATIONS FOR ALTERNATPIES SW, OW & IOW ONLY VAUD FOR
<br />A(euun++rr+`NAgN aCALE 1/#' . 1• p TIANINInINNrrA9
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<br />i. INSTALLATIONS ..ARE. ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS aa�y,,,.. .., T: :..N ARE ONLY YALI FOR BUILDINGS WITH A.S.Q, OESION kAAt1S ,� •.-4 2. FOR NEW WOOD FRAME CONS RUMON: WOOD MEMBERS TO BE SOUTHERN ,.�.�t•@�;. E(yI '•'.�6yT$L
<br />T D P °S P TD '-8`: �•: "".� 1. [NSTALII,TK1 S D R ;.... O N PINE N0.. W SPECInC DENSITY OF 0,55 OR EQUAL. '�:",*'.• �Q SF 3L' FLORIDA BUILDING CODE Veloci Hurricane . Zane
<br />UP TO +55.5. -72.0 P.6... AN ANEL LENGTH U 8 q.y'>•: �CENS .',P FLOR)t)A BUN,WNG CODE NII Ticane Zones UP TO +55:5, -72.0 PSF AND PANELS LENGTH UP TO 8.. 5 . a . Vw FWRIDA BIitlLD1NG CODE H1 h Yeloa HUrrj$an$ Zone)[ N 2, /
<br />2. FOR NEW WOOD FRAME CON5TR(: CTION: WQDD MEMBERS MD 8E SOUTHERN yes, .... 2. FOR NEW WfA)0 FRALtE CONSTRUCTION. WOOD MEMBERS TO BE SOUTHERN : 7... x - u m•Na FP.
<br />PINE NO. 2, YY/ SPECIFIC DFarSFrY OF 0.55 OR EQUAL : NG. 4167 s ° 0 m'� '"c 20 GAGE GALVANIZED STEEL rP PINE NO. 2, W/ SPECInC DENSITY OF 0.55 OR EQUAL £ c. ii4, 4 °'°' ° 20 GAGE GALVANIZED STEEL STORM PANEL DRAWN FOR COMRrHATTON OF SECTION . = HG. a1 20 CAGE OALVAIgZED STEEL STORM PANEL
<br />k e DAWwr Wr N4ff = * : ; * = J- CAWNI er
<br />m e7/m/sm TOP B BOTTOM MOUNTINGS CAN BE a'. TE t) I �R /► /��GLOBAL PROTECTION PRODUCTS MC. 07� 1M
<br />NOTE FOR COMBINATION OF Fes$ tnDN'•: q�:• � DF �R tWBAL PROTECTION PR LODE. p�(T;;• FDR QQMI1NAThM OF SECTIONS: ~ � ST ._--� �(,r Q (NE.. GLOBAL PROTECTION PRBDtICTSF LLC. ODE: '�BINED N ANY WAY TO SUIT ANY Z�.�o• � �10 ; _. —_ ' � G y \I ENE.. . 51�e�
<br />1Ir E'C O IMe. 4•m S,w. 51 61i0 1�1 - STAW .C` a1a
<br />TOP a BOTTOM MOUNTINGS CAN 8E 't4 O.t`'• C HIQ , t ANY I,WM. R 33314 � •�` ... 4 Kr.: m, a ]aA Y,rr. a w NaaR wqN[: (sDr)RwE-7a5� r' Ar, (m+ims-ax7 sir Ax 3An z:. E:•. >r, o rma a sxa PHONE-. W0600,.Yet°. TALE ttz4)M-°7E7 20-176
<br />COMBINED IN ANY WAY TO SUIT ANY y, F''•••y a / as a,a >L 1A,. RIr• W,w. •,RL4eA a>Nr awnx: 14
<br />(•54Dere••7sa, W. I 20-178 TOP dt BOTTOM 6t0UNTITOS CAN BE $ FF 20-176 IFS " �,�
<br />S d r. , aPp n,-,m . r.: ps) 4T -,m COMBNET7 IN ANY WAY TO SUIT ANY h S # R.v . a n a,wule . r. paR m-w ILA S( )1(��..y4IRA TILL r txei •N-„w . ti Rep m-m Res W4. DR." N.
<br />Heir •rem •a 4 :ranw nm aW'Rq 1,w AA/lion IIIIIA•4,E, lFJ4/9p1nOU�JMiE WM.TORCA TI AJIL�.. PL
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<br />6 SlD Al ti tPs - - a-moeFly •R •• Rom•• R� �` • Issua1D N°' INSTALLATION. AF kF :E. ATE wrLmr°A '.6w.. P.[ m n-w , - am It or IN _
<br />INSTALLATION. 91A/INIH IIN11N �D� KILTER A k., P.E r. a,a , NMEi to O 1D - 1 _ _ . _- _.
<br />(t ANCHORS CONCRETE Arp�WWBW.pa1 SiNEMh. SEE SErrWWN.E'TrE SKM 1v, ALTERrWTE
<br />SLEET Is) � ME SPW Is) � - 1 T $ 1ACAnoN $ 1 1 1 $ �TIa 8 INSTALLATION DETAILS FOR OPTION i 1FOR UEE SAFEry DORM PANEL SYSTEM
<br />—a �} Pou o caNGRE1E 1/A W4• WA 3/4 OR 4/4 1, 2 & 1w/i5 _ p.,� 1•-o r/2- Al END PANEL AT ®uD PANEL v4{/�Y2 rrMA/a3ra�As o $' pG, w� INTO EXISTING WOOj? STRUCTURES
<br />POHRN mlrAatE \ Mm• ,506• floes• ` �FiLFOa OUFRUW e, 'ro'F1L6TerC HEW
<br />- TO 4
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<br />I ; STUDS III £v£m ' t 3': NRt. (CASE R)
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<br />( � !1 Yi �-- - .w.;t ��6PAtnNp SPAGxO {
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<br />I t�E Be �� H DETAIL I�t K j�O NTIN IN [( B, PMURLE TO SCHEDULE 1 T DETAIL 2 FLOOR MOURr NG IN':TALATION APEL�,OLE TO SCHEDULE 2,1 ION
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<br />` { # ) e,aTS)R a ,z r/2 oa. •�11,TERNATIVE 1 ALTERNATIVE 9
<br />MIRED camRLTE � t .� � I � � I � I IMAM A S.D. DESIGN PRESSURE WING (12.e.f.) AND M�IIIMUM A.S.D.A.°SI.D, DESIGN PRESSUTt+E I�j,IN(z'�n s•f.,� AND CORRESPONDING , r. �
<br />ar CONCRETE I MAXIMUM PA LENGTH W HEDULE ' Mk �,,,
<br />BLOCK WALL3 r i r CORK EMING MAXIMUM CHIT SP�;trtING SCHEDULE AT f83 FOR tAP�• � SET m Spa R (Ns) ram• �jar;2 ,�LP°o"c° � cn 0_
<br />REOLPM'' { tME 1 k 1 WAM tart bRM / ) 1
<br />( i /4 2/b 2A/41 3/4 at 4/4 1, 2, & W/15 GIRL T u )
<br />I SrBTEM ox c1ACFr tS
<br />i�aa ° w... Atr,A:L uTIGiH MANARr 90%FM CR Rxn ON W 41 ALTEAtNTE LOCATA _ {
<br />scmwm
<br />I --{ ON LIFE SAFETY PA (aelJ rerE m GLASS ,a,rxoow _ 1 p
<br />L . AREA w � / OR--.,.-..-L.- _-W . NOTE iBE7C' iM1rneM AS.IL TOM OF EWYOP asx-M P FEemet p PNELMTE RDS APPLAAr6lE to +✓$.0. -Ito r-r s a!a• wloDly 3 '
<br />.. �.__. I r E4 +
<br />W/O REGULAR TRACKS (SEE PxIT£ 1. DEWWN sEat,Os t t Lamm / PAa L) EQ ,
<br />Bl9AV0 • 1.ASf PANEL ED AS p1mum"If _70 C'c/tCm, ro TO m m TxlroEt> m Com"'"ON tENastN i• (tL} { q,}
<br />CONCRETE ANCHORS '.! ... I. :,. J LIFE 3/PETY RING Stall 1CONCOM OLM camemm Bloat mOctL BLOCK aOCK OF THEM SEE Stw IS FOR AK]IORS m k SPACNO FOR W6�w"am INTO Wam FRAME mama oR f 4 f 0r' t )
<br />I q! W, u,w3s eE I HANDLE YR,aal,t ArCxoR sPAGNos AND 1RrARRr EmE DaTANCE ME MaDATm ox THM saEouH.E FOR E EO EO ; ( S
<br />iS� SHEET iEDIALE EINILE ij . T PaoRED CONCAEIE• `, [ (AK Coxan`aaU m sAuirAn aENOED S" N/A N/A N/A 8' NIA 8' NIA 8" NIA 1 a 2 (ii�) EA LESS THAN MCATEO ON 9,2IEDLEL REDUCE NidgR 9P,,L9�M; aY ML.TIPLYIMO SPACING ( _ �f
<br />SRor4. RDLIIOED -,•.y :r.. m aE WETA "RAY INSieE 55.0. -720. W-W OR LESS SHOWN ON SM"tE BY INC FOLLOWING FACTORS. FOR ASS OPERATOR m BE POSEURS.
<br />{ � {I
<br />(SEESTORM
<br />flE ANCNdINCHm"46�{f)/ # STRTIC'TU 8' 7' 9" 9' S• B' 8` B' 8• B' 1 (8tT1Td,1) RWULm SRKM OBTAINED USING FACTOR SIPAL NOT BE LESS DON mwmm SPACRC
<br />(5E° N£eT 14) "'--'ED. f ELf"p 1rATI0N - 6' N/A N/A N/A 6" N/A r N/A r N/A 1 &. 2 tT�`)
<br />MOMdTEO FTxL 41C/N ANCHOR TINE AT AKTCRe tECElA). I I ) . 5)y `t i •Boo PLATE O
<br />+55A -72.0 8' '-e TO 7•-a' i-. I j i AoaueEo tt,�g.,,� I91 "Ea'AIx°
<br />WALL. MOUNTING LI TALIATION W.Ai-L AND FL�ILMOLINTING INSTALATILON SCALE 3/32'-1' 9' S" 6' B' 71/2' B' 9- B' B" 1 {BOTTOM) ALdt0lttYK t/4. ,fbe t/4'. Ile. 1/40_ { {
<br />- , FS,,TIDN. 1 SMALL- 3/6' . 1' - :SECTION 2 SCALE: 3/8' - I" - � �aa. 1 t t : N/A 8' NIA 8' N/A 6• NJA I # 2 (TOP) "C " ra ? P-GNP
<br />• Mom. RAP �/4` w tS5.0 -72A - 7'-@` TO 1r`-E` 4w. AirngR wo4m a 1: 3 ] Y T1x r.-
<br />aV' CIO
<br />B' 4- r 6' r r -6• 1 (BOTTOM)
<br />NOTES N um a.eM ctr>rNu. PAN . sM.:JIT'SL I "Trox : "niw.apNKE (k) '"' t
<br />] a a ] 3 N a+ uo scREKs a r Dc w, r { T pr r E ¢
<br />oaRka a"00 3 3' a,p 31/A 4 � � � � � � S ew4 lkL ER . Tlli Y- E J LIERNA11VE 4 U
<br />r. ilFE SAFETY STORM PANEL CAN BE LOCATED AS AN LT40 PANEL (FIRST OR LAST PANEL) 1 8 ��7ERxA1E L ALAIN. CA tBRE D8Bv4F� I1 .M1RA / YAi IT / - / /Y OR A5 AN 1,lt13tgR PANEL. (AHY PANEL LOCATION N BETWEEN END PANE ) B AT r RARtS. AT EAO P ,r tu_[ t„a, ' �1y( FLOOR Ma11M Caxnrteott5 AT (�Tfa wJ E pEpU y (n
<br />LIFE SAFETY PANELS .MAY OR MAY NOT BE INSTALLED ADNCENT TO REGUiiL,( PANELS At A u: 3 1M•.-*. r y/y. ..� - - _ t I rLa. 1t,IEwEo Pr3aTHmnN OR
<br />`�'
<br />IS/ OR W/o REGULAR TRACKS.) SEE NOTE 1) m t/4TA RBfa AN6 & Is mOr w/
<br />MIAW ft AS.A I (SRO • S/0' ,•: FMY TCP DF NI4[) HOLSF A (SRa • 3' ik. FAOUN TDP OF MYb{Q APPLICABLE TO 2 1/i•I' I I-YOMY' E.S. D I M o.C. ai
<br />2. F#E SAFETY PANEL L•oNs6TT; OF O:o38` G4LYANI21]3 STEEL STORM PANII A5 SECTION B-B rNAiCt+ TOWN TAPfM- SECTI0N5 { a MA1oMLW PAN¢ 3' 1/4-.-gym PANCLI ATE nWa n oI ALTERNATIVE WOOD FRAME COLD 10 l� ..ANCHOR LOCATION
<br />PER COMPONENT SHEET 2 ORARINC. + COMBNAnO LENGTH "L' (R:) , N/HINNNIiry _ _ vm - ,m 1rGf'EEAM 0 rxr To w , , � BCAE• 3Ja`
<br />SCALE 3/32--T• of THEM ,,�µAAI j 3 ,PY
<br />STRUCnRtE. M•TTSELF I. BE REMOVED DR INSTALLED FROM THE #MOE OF RAN° a\�t1�P A• TI`(/ PLATE NONE : 9NT1tR "WKS xm SHOWN FOR CLARITY
<br />+49:2 -61.5 3• i 3- 4 1/Y 4 , 2' 2 (BOTTOM) 7'-8` OR LESS VQ •• ✓ NHnIr1N
<br />AAAIARaxnuFNn ?r J EMstc`.?' yjAi.L MOUNTING INSTALLATION �"�p.Tittl�
<br />3. BEE SAFELY P REOtRRES TOP iRACK m COMPONEN 0& BOTTOM TRACK TO a` p, Tlt(/ +52.8 -66A 3' J' 4' 4' 2 (807Tox) 7•-a• OR I.E55 s .t� ...•.. ✓ LL!
<br />BE As I'ER SHEET 2 of iH6 DRArRNe. oA4,Q�,.•••• •T " +sa.o -Teo z 1/z' z / 2' 4'- a 1 z BorroEr) 7•-s- OR r.£ss ALTERNATIVE 1 W .�y L•,. '�
<br />COMPONENT BE INSTALLED WALL OR FLOOR MOUNTED FOLLOWING SECTIONS 1 t ��{1,�r • �•fNS � �, I I !2' t _ , No. 44167 •:,IR � 9oYE 3/s• - 1• syT.�`Z�.' JCEH"C s �+
<br />2 ON THUS SHEET, A5 WELL AS DETAILS 1 a 2 LRr SHEET 14, �."Ty1 F '% +55.0 -M.O 2 1/2" 2 1/2' R/A N/A 2 (BOTTOM) T-6" m e'-o' ° it : * a FLORIOA BUILDING CODE ID h Yetaci HuMcanB Zoro 3 = FLORIDA BUILDING CODE FU Velocity HuMaone Zones G
<br />FLORIDA BUILDING CODE HIj,, rr(can° Zone
<br />4. Mir:. LENGTH F'OR COMPONEM ®S. 15'. s NG• - 4Amo ntmD. rc +55.0 -72.0 N/A ; N/A 3' 3' 2 (BOTTOM) Y-6• TO a' -a" KIM Wnm; NO, FP. �• I'm Txnm• NC. rP. � Q
<br />MOIL ANCHOR SPACRiG FRM COMPONENT ®ANCHORAGE AT BOTTOM IS GLEN ON : ,k : 20 .GAGE GALVMNZED STEEL rP' - F A,; • DRNNN eF: Z * : owrN N:
<br />SCHEDULES 1 a z, SLEET 14, a`w B., .q4 •.n., ittR1U ��. Of A'IO = Z
<br />P 2d GAGE GALVANZED STEEL STORM PANEL A 20 GAGE GALVANIZED STEEL STORM PANEL
<br />COMPONENT L� MAY BE PERMANENT OR REMOVABLE. Z #' C a o7/ae/Eom Ai,' • " •. (� rl/O]o I. x6TKUnDNS ARE aNLY VALO FOR SLALOM SKIN A.S.. L7E4GN LLYES LIP m ST W ----
<br />o''• GLOBAL PROTECTION PR Dpa / �+ / A GLOBAL PROTECTION PRODUCTS, Lla. seas. -7YA P.T FAC wiEL's Lr3wTx RF m e -r. °p • F! R(0 w,- _ GLOBAL PROTECTION PRODUCTS. LLC. D7'D„E 10
<br />S SEE OELALS FOR NSTAU.ATION INTO WOOD FRAME SUL.DNGS ON SHEET I5. : 'p '• DR T G� I L E C O I NC. 4em iw. ST 5fi�:T Z< FOR:NhY! eDOD FBAFS Ca61RUCTKNC waoD MEMBERS m BE. SDYTNE#i •I FF ••.•• •••• �.. I L E C O (Ua. 4•m sal, SI SIflFET Z
<br />�0,4: ••. ,,:.•• 46m tar. 3, 61'N ' aNr OM Ft. U314 FOR NN. 2. W/-SPECAIC oENbYtYr>F 0 OR EDUIY.. 41'i SSr AlF"A. � a .ANY OAS. n 3n1'4 24-476
<br />S. SEE SHEET 4 FOR DETAL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF 'A4y.�s UHA a ANY w+nE: FL VAX,' + PAS+pa3 n,..,uA ..r.:.omr en»,N, NiN INIMAN 14YM:Irrp m-,m.Y-, aoq m-re,
<br />20-178 An A KR. Ae. a e. x eweaA A 3Nr vxnue (.DF 7s+A r,tY leases mcT
<br />S �. xK oRn w 30A FEB
<br />R >nn F,IdK: (9K34✓N"7sa6. FAMt 2d-176 aW; 5Rw 3,» ra wA. amve. Pr Ora P11WR: 1664)om-laa. rAa: (NNkMI-BTr7 qA !
<br />SPACERS AT TRACKS INSTALLED AW ICIENT AND BEYOND TO Sn=/WOOD S4ffi�. YIINI 111 LA 'rI-.. den'LiP,-IAA. M, oep..Il-,411 a. rRYln:.: -
<br />P,E SOe/ NN4L /RAN CA-66G$7IO . OPA7NF4 M.
<br />PA» SEAd'WON1'NRE/DaE W-Om$7N9 +I. M.E.. .o .R oxYPNe Ka P.E. G4.0drrAtl n. ow:. w .wiRr .s oRNN/G Na:
<br />'MINTER A. HEAT P.E + nm 1 WEE, ,3 M 28 WAUER A #r-i PF.. r 4,., ., - . - OW 14 OF >Po wALTER A' µ. P.E, , IM - » WIRt IS or 2e J
<br />SHEET NO.
<br />SH 1.1
<br />
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