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Plans 2261 Oceanwalk Dr W (vault) • " 4x 4 P.T Pates 'II 1 n n n --A- n • • 4' awa PA-mi. LOT 26 ' LOT 22 FENCE DETAIL 3/4�, _ I _01,, I , G E y J Ig YVPLAE `090UN0 000 FANG a4� �• � EE D , R=353.48' �� �• ,NQ06 c N a0 37 • . JOG ��1�1.�' "' ✓ � '�• •�r• 'yip+� R � ` - a WJ P A � y��• 5�+ -. . �ti• - `� M��tH ArnP�N o o_' 19109 N vCA, ri t• , i1 £NCH 0,4RK EL£li. ,�` " ►' �, �; k / S£7 R.R. SP/KE /N 1225" OAK N '31 'U .. <t i K C=23. 6 2 NOL'1A n oL�o �i �/�► t , , , 1 0 ' P OD - P \otEGT , t , Q' p,LL g REQ O7, � �ppp R �.04., A a o• O L SLOPE P.C. . . ' �• -COPE Q \ � O ' ��pM/\/ �I 3'�• . o • ,., . , •lam J '1 ,, T 0 10 OA 0000 00 r . , • .- ' ti OAK " 0 60 , i . , . . o -lop pLl ?0 OAK: /fin t . . : �?' � • �. t/- 1 1 1 G •�, V�p, OAK =� vq0010 4 �' '" o i 500 ,M1 sK i 6LAK s LOT 2 0 � CATER ; .J _ -1 At�''ROVED CRY OF ACH sut�� R W L J. AUG061991 FINoR 6C Dui. � . SITE PLAN EASE EL 9.7 ' LEGEND IN X TO DRAWINGS GARA R . E .5d 2261 , OCEANWALK DRIVE W. PaTlO LIGUSTRUM - I REQ.-D. l ST EL. 19. 1 � - . C i SITE PLAN ' OAlFIRST FLOOR PLAN ATL C � , 4 ANTIC BEACH FLORIDA 02 DWARF AZQ L EA s � A 2 - SECOND FLOOR PLAN A 3 - ELEVATIONS Q EVERGREEN GIANTD 14 . A 4 - ELEVATIONS ® PITTOSPORUM Y, A 5 FO UNDA T ION & FRAMING PLAN Z° A6 _ OCEANWALKDETAILS LOT 21 UNIT 3 >3s 1 - BUILDING SECTIONS El - FIRST FLOOR ELECTRIC Ali, PLAN E2 - '-,SECOND IELOOR ELECTRWAL PLAN FOR. HUGH & REGINA M ATHEWS SEPTEMBER 6 1994 01 - . _ 41, 12'-4' .•d. T 11'-0' .. C 3'-0' 3'-4' Q 9 -4 S •8 2 -0. 3. -0 21-411 3 -8 10 -10 '1 I® 4•G HD1A SAS l3) 3 SH W/ (2) 301 S. t H.B. HD'IA lU 303 BROW= Tp r_' Z I REEN ! d� STUB COLD 6 WATER LINE r I I N ! INSTALL 15/32' COX !®LYWOOD 01 ! ON LANAI CEILING, BLOCK UN- NAI N-NAI SUPPORTED EDGES. NAIL 0 9 2'4 12'4' ( 4' O.C. ON EDGES AND 12' O.G. H B T to INTERMEDIATE V 8d COMMON - l?) 3 }•{ ...-- do Ail GLtP BEAMS TO POSTS ----- -~== a LL W/ AC41�R ItYPJ .4 cv a� LEISU ROOM - - -_ 15'>a 21'0' 30" � _ 10' CAT CLG. W/ 306 FR SH SCREIEN Ixb T tG Y INT PINE I I 38 ", CA t FOO SQUARE i Ali ii , i , ___ - ,d✓C ___ _ _�_�-- -- (1st F1.-.1F2.) 2225 ' - ( R.) it 2 A I 2nd F1L 9 2'3'8 1) g,O, � o�E — ,_ -TOTS. 3411 &PEC" 58(o o i awl 5H W/ FXD. FR W/ 3 FR 8 1`XD. FR W/ n �� U ' ' I I ml 14 TRANS. b014 RANS. 1.4 TRANS. 24b X15 sWBs Ilk— — — --1— — — I I( I TOTAL 4518 OUTSIDE 3'-4 - -- ( � ; I 8'-10' 12'-4' 6' ?• ��_ 1- (@ �4 SHOWER 1 D� ' 0 SWBS r MA SUIT a v' 13'o'x14'10oo ' 9 CARPET ARPEt 1NIN IVI c� v t' ' � V �"u { I I I ! , { ( 1 12',a'xl'i`8' u� 12'O'x14'8' - -� i j ' ( I 10''CLG. 10' CLG. . CARPET CARPET + I - { 1 -` y _r 1 I LLJ 1p I ap I TROCK IL MICRO T i i �� W/ P f PA TRY OVEN i ' I i i I i 404. 71 I E 5 { ALK -- -- WIN _. I f I � � CLOSET I (� 1 Iy ' .. �'-10 1'-2 ?' D W SfN1E -- ;t f ' I i ( { ! ( ( ( i 2.0• - J�, Q U '� KNEE PAC f I WALK master t er .� D i ba � — 'a ;� n i 114f I 0 LOSEt b ,� cn -- 306 W/ L. - - 10' CLG. cti �. l2) 2 0 ccl ' -'OSET CARPET c�1 SIDELI W/ HDSA IS Lam;,, N A` antr orch _ 1J._-. 21_9. V- i 00 Toe cu 3 0 E BROW 5H �--—� H.B. W/i (2) 185 FXD GL CL � N � � `r ca uj Lu I� ND5A I 1 305 3 SH DRAWN BY: -- - -- ---� 5JC 4'-6' i'-8' 5'-fb' il'-0' S'-6' 5'-10' S'-10' 8'-?' LEGEND DESIGNED BY: 5JC -� - SHEAR WALLS NAILED • 3' O.G. sCAI�. b'-2' 4'-10' 22'-0' 4'-0' 11'-8' 4'-0' ib'_4. . - ON EDGES t 12' O.G. INTERMEDIAff- W/ 8d COMMON 1/4' = 11-04 INSTALL MD5A + EACH END Or- THESE P DATE: THESE SHEAR WALL SEGMENTS `« SEPT. 1 1994 o o L _ JOB NO. �'��� .�� - SHEAR WALLS NAILED • 4 O.G. ON EDGES t 12O.G. INTERMEDIA19 941f►3 ' W/ 8d COMMON SCALE: 1/4' - 1'-,a' _ •. O SWSS - SHEAR WA1,L BOTH SIDES I a (V • g � w n N W 33'-10' 5'-4' C Q ?� �t �r c� 41-40 A r r 'O t- .y ep a� •r a 3a OOt"1 *311'10'x14'4' b CARPET 9 `� IlQ Irl - (2) 3040 SH` (2) M.' SH p (P U ' 8HEAR WALL 9 MS SIDE y1 ' S' CLG. ry CARPE T 12'0'x14'10'CLG. .,. ATTIC 8' „^ ACCESS - — — —�� — —— — — — v J CARPET Q 5'-4' 3�''---0' ; 4' fi 10'-0' OPED ,; lu i r 21 ,D CL _ Ul V rn LINEN co N �N m__ `r 002 el TO'BELOW oll EETROGK ' L Q) CA U ,� t1 c� c0 3 HV ;bt+1 +- (2) '0' LIN cv co CL r4 o SLAL p N tJ- -' " 001`1 , _li 12'0'x21'8" •v _ V CLG. CARPET ; pi + _ '- w +-L-} — ua Q' cn co 9 i� l a i SL in c m f I 4 - - 0 i b -�- 3050 E 5ROW SH -.. DRAAN BY: • �,JC DESIGD BY: 6'-4' 9'-•4' '-S' T'-8' 21'-S' � G SCS: 43'-S' 1/4" SEPT.. 1 1994 :7 L--0 C 0 l�fCCS fi F ., 1. A l�1 / J NO. F ! SCALE: 1/4' _ 1'-of 9`� SA163 NO. A2 Of 6 y, I �n e js MOM 41 ■■ xtloss , ■ , .5 L x IMF loll f -- 1111 Fri NMI ,tee i Non No me I son ■■■ ■■■ ■■■' ■■■ ■■ ■■ ■ ■■■ It ■■ ■ ■' ■■■� , ■®■ ■■■ ■ -� ■■ ■■ ; ■ ■■■ or ■■ ■' I ■■■ ■■■ ■■■, ■■■ ■■ on I I ■■■ F to CAME ■■■ ■■ i ■■ on �$ ■■ ■ Is 011 aw IP rp 56 • � � I i . . I i i I I , 9 - ` �-� ..�.■s�---�� •tip , � _ lr , w 1 I i ��ff� • _ ..... .� _ �� - �.w�«ori„ .. '^-- _.- w m - - i — -- --� I - ---__- -_ .�� _fff�-- t... _. i - fr _ fff�r - ...+.-..mer:- a■. - _ �- r .!�_ .� i.�r ,r.i --- _---- _.. �►,� _. - _" - --- --- T -- - - +r<»»..111 ., :w.w�.+ �..a,>.e.aal►y - a.�•'-.r�}we� ■nfffr��efereffi�w _ - �I .-_._,; --=-=r-.t-=.�. f:.-."`.�.�e . ----- _.. --- - _"_'r _ - - - -�s`�-= 'awl`=E��� .._:.�w - ..c-_ _.�'--:•r'7i!C',r=,::�'"-=�r-`�'='.�=-.�--_--��- � � . •• � ' ---��-s-� -`...._...:_:-��:,. ���� ,� �..V-�Vis`. -�r-�� ,..r..�x _ _._"�z. _ r•,s` _ �ice,..'_--�- _ rim' �� � �. ■ ��'"' :!•� �_f--�-�--_ ---c- __ , .-. - - -- - - i NONE MOOMMM 'ONO 7-7- 2 5 Elio PON -" " X. - - - INE -• � MON ION NONNI SIMON NON — n ■■■ r - - lmo� - ■■►,.tee ii%.0100� ... -- I� ■ mom jimmr_ IWO 0044- 71 WOO-pads - pp- a■ ■ . _ _ °■■ �■In�ii �i _ tMEN I NNIN - - - i U _ - 1 ■ _ . - - SIMON -- ll _ ! _ �i�■I �_ _�� .•�.. - -- - --- . _W WON No ■■■ L _ . DESIGNED BY: • a .� " IN,F.. y. 4+ ik a>t �+ N 93 q# W O N x Jill 11 11 CID 11 Lu Fp Lu a . y_ oa ,. 'AV) r a ■ rrn !�. 00 1p SCALE. 1/4' ` ! QQN t cna a + FOR tYPiCAJE OTES,MATERIALS AND Q U DIMENSIONS FRONT ELEVATION • \ All r 3 M •O g c qA LU �-- m O d)l UA b- DRAWN BY: F � SJC DESIGNED BY: _ BJC a SCALE: 1/4 ice? I ' T ` / T1C �� N = x �,r ' 1'-m' .. � -� DATE: . SCALE: 1/4' - 11-09 SEPT. 1 1994 JOB NO. ,y 94163 - q= SHEET N0. a�. 9 44 ofson 6 : w. a x'; n Y { I I I 5/4' x 6'• IP.T. ON P.T. WOOD � - — ——-- FRAME LL IL 1 \ CONVENti L I I L J L J L I \ FRAME IiL IL I QIRQ_Q Ao i I I I ICONVENTIONAL I Y FRAME 18DE P-04)R • a+ W 02 q# IO b r Srsi EM I STUB TRUSSRS 10 y ^ — I O - STAI O Strtuxl Notes — —r•-— -j 2xb 2x6 I I P I late shall be a nvumum of 4 and nailed with 12 16d common 1 I �Ml L e r • ,M laps inm top p I I _ nads• - t 2. All skernvvalls shalt be nailedat 4"or 3" o.c. as noted on all edges and 12"o.c. O V i>ndetIcaediate with 8d commom W..O.N.I. Block all unsupported edges With 2x4 2x n x6 liatwise blocking. Shearwalls sWU be 15/32"CDX or 7/16"OSB. O v 3 All Sok ends sbr t be balloon ft med or fi amed and braced for attached detail. 4 all cripples to headers wid rap LSTA18 sts each e©d of the header. 2x6 2x6 ! IN A •• �- 5. Strom Wider stuck to double plate with SP6 at each end of heWar(U.O.N.). I `n , 6. Header studs and header crippta should be nailed together at 6"0.c; 116d a L R U 5 a A Y 0 U T • unit to shoe W with three (3) H3 cliffs ( J.O N.). _ A SALE: 1/8" 1'-C' q t SLij 7. vr�dow amd door compon s must withstand a 104 load. v2 $• AtlInnectors are Simpson Stroutie orequal (O.O.N.)• 9_ 02F Tz _ M P'N G L, A Yse T a , O tu 0 SCALE: 1/8 = 1 -0 - ' u 24 ' .mss .''; 1- � - t ti 12 x 12 MU r - - - - - -- i L •� X61 � ,� N,yg � CICA cQ it, €f I I I ON 24 50. _ aD cv x 10' P. - I I I I v GONG. PAD (2) 2xl2'S - I I N 3) 05'5 - - - - -1 bl �. � � I W/ E,11,. LLAY Q) 6� = _ — — — I 4 'Ilk I I Cl --- 0�01 'Oui.. L- - _ J L — — — — _ V�j d j - - - - - - - - - - - -- - - - - - - -,— - - -�� j w w(n ' s s n� I I I I } 5 1 I e 8' HIGH ;� ! I ) w BASEMENT I I I I cp V STUB FOR WALL C4I I I I 0Co 4 p FUTURE n -- .T. 1 I ( NG PLUM8I ( I I I A � �, M I i i w CONVENTIONAL I _ FRAME I— I i IIIIIIIII — _ — - -� ! i C n n Ti � �- - - - - - — - — L_ t- , I u iw L 1114 n I tHICKEN SLAB s — I EDGE 10'x16' W/ I I I O - .', I (2) 03 RODS C T —L _r — - -- - - - -- - - -� I � 0LU 0 o • � I _ I "`` � 't )l LU o to � ! I q N THICKENED SLABI --- tl I ED GE 9x8' W/ (I)I(2) 2xNOTE: TRUSS LA FOR r5 RODGONT. _ • 4. I I i DRAWN BY: A ACTUAL TERMIgE I ! BJC MANUFA — — — — — — JI DESIGNED BY: ' Bic 77 :x •t 4eQNC. SLA15 W1 FIBER- 4e _ _ _ _ R � � M OVER i MIL POLYETH• . 1 3 -8 I 3 -81 3 -81 3 -81 SCALE. n SYbTEM ` ,:_= "Cly�lMTE "-2' 4'-IW 22'-0' t � . Y DA IM.1E�DOv'ER � t� F1LL CTTP.) TE. n SEPT. 1994 g' 0' 1) > . EP . 1 JOB NO. 94163 U N r _ ^ FFAE;, Sf= NO. t1 0 A, SCALE:; SCALE: u r. t sa 5 A ! 6 w F . _ a 4A` fiY } qmr- - . • ,fir; � s. 140TES Y i' 1. LAPS IN DOUBLE TOP PLATE SHALL BE A MINIMUM OF 4' AND NAILED WITH (12) 16d NAILS 2. 2x4 BLOCKING TO BE INSTALLED FLATWISE AT ALL HORIZONTAL JOINTS - IN SHEATHING , :5. (2) STUDS ARE REQUIRED ON EACH SIDE OF SHEAR WALL SEGMENTS • F Y � 12 ERGLASS SHtflw ON ` ROOFING FET OVER 8 + q1ti OSB SHEA'IMG ON °a s TRUSSES O 24" O.C. ' NOTES 1/2"x7" KVAC BOLTS ® 32' O.C. :�"` � �� F RAFTERS O 24" O.C. • METAL HURRICANE CLIP R-30 INSULATION W/ STUD REQUIREMENTS FOR #2 SPF UNLESS OT D E O EA. END OF TRUSS 4" CONCRE §ILAB W/ 'a � = 2" POSITIVE AIRSPACE (OR 1 WEA. RAFTER) ° � : . ' UNDER .SHEATHING ( ALL TOP PLATES #2 YP OR #2 SPF ) 6x6-10/10;WYIIF i➢ s METAL YER 1x4 F.J. ON (2) 2"x6", #2 TOP PLATE 8' HI H EXTERIOR WALLS (MIN 2x4-16" O.C.) 1x8 F.J. C A (SYP) �' VER 2"x6" A CLIP STUD TO DBL. TOP to PLATE W SST-H5 * 2-2x4 STUDS CONTINUOUS ON EACH SIDE OF 4',5',6' OPENINGS _I 2"x' ING / * 3-2x4 STUDS CONTINUOUS ON EACH SIDE OF 7',8',9' OPENINGS • * 4-2x4 STUDS CONTINUOUS ON EACH SIDE OF 10',11',12' OPENINGS = ;. 5/8" GYPSUM BOARD *` 6 MIL VAPOR BARRIER OVER 1' SP T W co A 1# in To I- TREATED & COMPACTED FILL :> 1/2" GYPSUM BOARD .. 9' HIGH EXTERIOR WALLS (MIN 2x4-16" O.C.) 8" 1'_4" 8 (2) #5's c f 2" T 00 F` ARD * 2-2x4 STUDS CONTINUOUS ON EACH SIDE OF 2',3',4' OPENINGS (SES +AIL) * 3_2x4 STUDS CONTINUOUS ON EACH SIDE OF 5',6',7' OPENINGS { `" T * 4-2x4 STUDS CONTINUOUS ON EACH SIDE OF 8',9',10' OPENINGS- R-19 INSULATION * 5-2x4 STUDS CONTINUOUS ON EACH SIDE OF 12' OPENINGS TH I (u f \ E N E D SLAB SCALE: 3/41'„ )�0), ` 10 GH EXTERIOR WALLS (MIN 2x6-16" O.C.) =1 l v 6" BOTTOM PLATE * 1-2x6 STUD CONTINUOUS ON EACH SIDE OF OPENINGS 3' OR LESS 2"x ??T+++ * 2-2x6 STUDS CONTINUOUS ON EACH SIDE OF 4',5',6',7',8' OPENINGS 3/4" PLYWOOD SUB-FLOOR C * 3-2x6 STUDS CONTINUOUS ON EACH SIDE OF 9',10',11',12' OPENINGS 2"x °CEDAR 42" ME TIE STRAP CONT. BETWEEN R 2-A r CEDAR V * 4-2x6 STUDS CONTINUOUS ON EACH SIDE OF 14',15',16' OPENINGS W/ W/WWL 1st & 2nd FLOOR STUDS &. Leoocj, 18" DEEP FLOOR SYSTEM USE CS16 STRAP AND NAIL M (FLOOR TRUSSES OR lox W,_ EDAR 41(MIN 2x6-16" O.C.) I�IOC coM '�iP ANA 6otloNc `.ltV� �I WOOD I-BEAMS v x Ire BAR—� ) 0 11 ' NIGH EXTERIOR WALLS - * 1-2x6 STUD CONTINUOUS ON EACH SIDE OF OPENINGS 3' OR LESS * 2-2x6 STUDS CONTINUOUS ON EACH SIDE OF 4',5',6',7',8' OPENINGS :� ` - ,� •' �•. .. �j * 3-2x6 STUDS CONTINUOUS ON EACH SIDE OF 9',10',11',12' OPENINGS * 4-2x6 STUDS CONTINUOUS ON EACH SIDE OF 14',15',16' OPENINGS w ' •.,; sl (2) 2"x6" #2 TOP PLATE (SYP) " HIGH EXTERIOR W (MIN 2x6-16" O.C.) , a. A. s :< 1 1 HORIZ. SI G OVER a U p . A .. 5/32" -�-� * 1-2x6 STUD CONTINUOUS EACH SIDE OF OPENINGS 3 OR LESS ' „ OSB 6'TMO C a: 1 * 2-2x6 STUDS CONTINUOUS EACH SIDE OF 4',5',6' OPENINGS . uR1 2x SPF STUD � W > EE* 3-2x6 STUDS CONTINUOUS EACH SIDE OF 7',8',9',10' OPENINGS � � , ;, •�. _ : ^� .- * 4-2x6 STUDS CONTINUOUS EACH SIDE OF 11',12',13',14' OPENINGS , �RD­ (GARAGE*itY) 2x6's, 16" O.C. UP TO 17' HIGH CONTINUOUS) R 4 O SEE ELE ., NATIONS .• (2) #5's CONT. t'- 4" CONCRETE SLAB W/ , 2"x6" BOTTOM PLATE 6x6,10x10.WWM cti f1 _ �, R-19 INSULATION N cz SST-LSTA 18 STRAP 0 32 O.C. --�\ BASE MOULD z 4" 8" VER - 2x RIM JOIST � cYl 6 MIL VAPOR BARRI :,* N cv a TREATED AND COMP 'QED FILL � � � � Q) cv 2"x6" P.T, SILL PLATE W/ 18" DEEP FLOOR SYSTEM -�•� "` �_ 1/2"x8" A.B. 0'21" O.C., U.O.N. (FLOOR TRUSSES OR WOOD I-BEAMS) v CURB61. SST-•A35F O 24" O.C. ,. 3 SST-ETA16 ® 48 O.C. SCALE: 3/4"1, o _ CONT. METAL FLASHING OVER II TERMITE SHIELD BEVELED 1"x2" ON —�� II �, Y 2"xiT TRIM BAND U- NTE; - (2) #5's CONT. M w OYSTER SHELL 1 Z (x co STUCCO FINISH w Q N p — m w LL_ 3'-0" ® N Qj O — / a '' 010 > 'z 8" C.M.U. FOUNDATION WALL (SMOOTHi) I W/ WATERPROOFING i .r (# OF COURSES VARY (1) #5 CONT. " PER SITE GRADE) I -� 12" PILASTER BLOCK / ( ) # 8" C.M.U. HEADER BLOCK ___ _ 4" CONCRETE SLAB W/ W 4 5 s 6x6,10x10 WWM OR "FIBERMESH" REINF. M SST-LCB44 POST BASE �r Lo IaURPtICANE CLIP RAFTER SST-LTS12 10"x20" OR 10"x24" .. . GUOSET PLATE CONCRETE FOOTING o L W/ (3) #5's CONT. (2)2x4 ,. 6 MIL VAPOR BARRIER OVER TREATED & COMPACTED FILL tu 2x4 KICK LEG 1'-8" (1- TO ) 2'-0" (2 TO Y) RAFTER * CONTINUOUS #5 REBAR IN Imo, V 1 ALL CORNERS (VERTICAL) U (2) TOP PLATE WITH SOLID POURED CELLS lU Q AND ® 4' O.C. V SST-LTS12 PI LISTER FOOTING DETAIL 4 TY PI AL WALL SECTIONW CLIP STUD TO DBL. TOP' SCALE: 3/4" = 1 '-0" PLATE W/ SST-Hs SCALE: 3/4" = 1 '-0" DRAWN BY. SJC t BEARING DESIGNED BY: - P: • WALL �JC cc }-� a' SCAM: U �7 P C E D E T A I L AS NOTED -- SGALE . 3 / 4 ' = 1 ' - 01 DATE: AUG. 16 ISS4 JOB NO. 94103 NOTE:: WATERPROOFING SHALL BE ,BIT THENE SHM No. . SYSTEM 4000 BY W,R GR AM CO1 Aro of ro a, • < , , W , _ 38.15 8' PL L 32b1 BONUS 4 RM CLO 30.75 2nd FL FIN FL (18' OF. FLOOR SYSTEM) �0 77 10, PL a 9 BONUS FIN FL 118DP. FL OFF GRADE SYSTEM) ' ep r Ak 1st FL FIN FL (18' DP. FLOOR SYSTEM) E 8' PL +. g 13.1'1 - c' i "r e 41 GARAGE _---- _ FLOOR 4� SEMEN a , BASEMENT FL A w �. Y OT O I CT 'T rw w , , :t. ECT IC y -- E o � 41 f v , cil J 38.15 8' PL tcr p « T4 V a j n 0 f �4tt t n^ M 32*1 - M BONUS RM CLG ;tca rc p 30.15 2nd FL FIN FL .. O (18' DP. FLOOR SYSTEM) .4 10' PL f QJ • _ r BONUS FIN FL (18' DP. FL M SYSTEM) 1925 -...- 1st FL FIN FL (18' DP. FLOOR SYSTEM) r' O 8' PL ? CQ t, r ` war V co Lu O a� t 14.50 -- 13.11 GRADE GAPWaE ti ctJ DRAWN BY: 9.15 -----._ —�X15TR�> _ _ _ _ __ - -. _ _-�.. etc BASEMENT FLMORMON DESIGNED BY: - 1 SCAIX- . � 4 1' Or « f T O all 3 t ,; [ IN C- 5 C T f O N 1� DATE: SECTION 8 SEPT. 5 1994 r 14 JOB NO. - `, - 94163 r I ir _ SHEET N0. 4 X351 Of t S .r : $ - ., ,,,, y; �h Y 31 x � 1a I 1 u *k I I J LST 1 I EYE-EiAI. TO STUD d^' MOR YARDWA r 1 Lk" qp Ga a 10 r if �s.. J101310 0 I rtcb 9 , I .. M, , a v k y �; ZZ _; S r " r S 4• tn F �, Z i x. I �� V Z _ � W , a ar q Es H qp to t— 0 M , - OTAP SERVICELnW x; POOL 4- 40-m - - - L- It" "lit mu �- - -.--- - - � 3 PANEL bil spry— PAW M L Ot An � t n . UMW Q OO 0O U r 9Y1 TO 61UD (j ACLE POR YARfl LIQ WMs M x Q m '� cn O o oU DRAWN BY: .;. DESIGNED BY: BJC ` SCALE: s To o 1/4' — 1' A N E L F. C T L DATE: SCALE= 1/4 = 1'—�' SEPT. 1 .1994 a JOB NO. : .x 94163 SHEET NO. _ E i of .. . .,.-... '. .. :. a .' .v .. .. w.#,.,K,-..+mss, ., . ...,.,... k r , aR ..- • .� v :,�....a..: -. x�3Mse.+.+. �',;. :*�, i..^.,- TEL Vol- qp TEL TL-L > db IV LU 04 AN C-14 Coo LOW all HW CICN Tj TO boo- e Co 75 )4 C"CA i 41c, Z3 < Yll Lu 0 N F DIUWN BY. SCAL 1/4 1 4 DESIGNED BY. 5ic AV� Al SCAM /4 1 0 IN, DATE: SEPT. 1, MS4 JOB NO. c34 lro 3 SHEET NO. 7� E2 of 2 A