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Plans 0, • ,_ g. :: STFRUCTU AL TECHNOLOGY CONSULTANTS INC. 4 0 ., 1821 CONVOY COURT, SUITE 406, SAN DIEGO, CA S2III PHONE (858) 218 -2400 FAX (858) 218 -2424 Fi ? D =`'- I PROJECT: SONIC, 15336 SW HWY 9E, TIGARD, OR S SHEET: I OF 4 0 . m PROD. NO.: 1155 -84 DESICE VH DATE: 05-11 -10 i b CLIENT: VANCOUVER SIGN GROUP ',.\ \,, n • ' \ `"GENgRAL NOTES FOR POLES AND FOOTING: Z S -0 " , - ' i , o r 4- . c. -0 C NCRETE DESI AS f'c :2500 PSI., MIN. 5 to -63 ,,,-.4 a;' INSPECTION NOT REQUIRED. 1 0 - - `-- 2. PIPE STEEL ASTM A53 GRADE B. m \VI'k' 3. ROLLED STEEL ASTM A36. v 4. GALY. BOLT STEEL ASTM A301. a 5. SIGN CABINETRY SHALL BE FABRICATED IN THE ; tu SHOP OF AN APPROVED FABRICATOR 6. SOIL PASSIVE PRESSURE BASED ON 2001 OSSC g _# . TABLE 1804.2 CLASS 4 MATERIAL OR BETTER. 2 III SPECIAL INSPECTION NOT REQUIRED. (IF SOFT co '' _ OR SANDY SOIL, COLLAPSING OR UNSTABLE `f° 8 SOIL, ORGANIC MATERIALS OR GROUNDWATER o iq �4 ARE ENCOUNTERED, IMMEDIATELY CONTACT THE m SI ENGINEER OF RECORD FOR ADDITIONAL xt FOUNDATION REQUIREMENTS.) o Q 1. SITE 15 NOT SUBJECTED TO WIND SPEED -UP `m a O iq EFFECT (Kit 1.0) AS DEFINED IN SECTION 6.5.1.2 2 . OF ASCE 1 -05. CONTACT ENGINEER OF RECORD N IF SUCH EFFECTS' ARE PRESENT. A g 6' -6" I 8. PROVIDE ISOLATION OF DISSIMILAR MATERIALS o to 1 FOR ALL ALUMINUM TO BE IN CONTACT WITH A STEEL. o `3. PROVIDE SLOPE AWAY FROM BASE OF POLE. o $6 10. PROVIDE PERIODIC SPECIAL INSPECTION FOR g r FIELD WELDING PER IBC SECTION 1104. <s) 2 '1 II. ALL WELDING SHALL BE PERFORMED BY AWS o 0 CERTIFIED WELDERS USING E10 ELECTRODES E F ` OR WIRES AND AWS APPROVED SYSTEMS AND -o \j \\ : \ \ \ \ PROCEDURES. o TYP. m i 3/16 ol = la 1 3/16 TYP. I. ; r ' 1 2 "0 GAL V. M.B. m �, ALUM. MEMBERS ��� ISOLATION, TYP. o ��.' 1 3' -0" SQ. a O ELEVATION TYPICAL SADDLE m a A ® DETAIL i Z u I- D2 m • 0 PROFF. / / ?4 3 /s •. G. I. \ / �/ _ E feI /4 1/4 m w,' 69173PE ` ' .�_ o ' x c� - � 1 "F 1/4 A ( +- m L/ / II O I/8 r k6 Z 4 w 4.' OREGON \ „F : S /ii /�1 —I Z ^I 4”. m ir h a re <, 9 '�C H 09, - - 4 PLACES I �) I/4 cii A� (EVENLY A I N a SPACED) 3, 4 X I�/?,, D I fJ? I 9 C I (RATION DATE: osrsono�� I © SPLICE DETAIL u) A 2 .n •: 30.14;#: 0,44 1.rowart_1mta /U: res:ir _7.,ai$ iT� rlim t.lil_ 13th!; aairollbtigwoa• lwai!; 7s� =' �rtlio4 w:va ! ski4iimc- 'amain . agmi tImiIE�I -'7L1, r G I 5 STRUCTURAL TECHNOLOGY CONSULTANTS INC. z 1821 CONVOY COURT, SUITE 406, SAN DIEGO, CA 92111 PHONE (858) 218 -2400 FAX (858) 275 -2424 A V PROJECT: SONIC, 15336 SW HWY 99, TIGARD, OR SHEET: 2 OF 4 2 PROJ. NO.: 1159 -84 DESIGNER: VH DATE: 05 -11 -10 CLIENT: VANCOUVER SIGN GROUP = a L. U r W DESIGN CODE- IBC 2006 / OSSC 2007 Si units; pounds, feet u.n.o. al WIND (wind governs design) c v 215 Basic Wind Speed: 95 a is Exposure C egi w Design Wind Pressures (psf) Heights; 15 25.54 • t 20 27.04 Area Force Arm Moment z a 5.8. 149 4.4 652 p 1- 19.5 498 10.2 5095 = 0.3 9 12.0 102 A 0 15.4 • 394 13.6 5358 2.8 75 15.3 1147 m 0 0.3 9 15 143 cl u ii; 32 865 18.0 15576 iu 76.2 1999 28073 ° Footing Design IBC Table 1804.2 & Sec. 1804.3.1 p Footing Type: square u $ Soil Pressure(150x2): 300 b= 4.24 51 =5 /3 51= 619 �' a , E A= 2.34 x P / (51 x b) A= 1.78 0 z ,; a d =0.5xA (1+ (1 +4.36x h /A) ".5)= 6.19 1 Footing size: 3' -0" x3' -0" x6' -3" Depth w Column Design �._ i Pipe Steel - ASTM A53 Grade B ~ � Vil Moment at base ( # -ft): 28,073 O 13, L iTi = Required 5 (in 16.0 5 = Moment x 12 / (1"21000) ni H M S req'd. Size (in) Ibs / ft t (in) 5 m 3 0.0 28,073 16.0 10.0 40.5 0.365 28.1 , USE ALT. IR 8.7 11,273 6.4 6.0 19.0 0.280 8.0 LL ALT. _ U m w Check Flexure in 8" Pipe, t= 0.322" per AISC 13th Edition m 1) YLS: Mn: FyZ (F8 -1) X Mn = 35,000 psi (20.8 in. "3) = 728,000 lb in / 12 = 60,667 lb ft. t Mn /ilb = 66,667 / 1.67 = 36,328 lb ft > 28,073 lb ft OK p 2 ) LB: Check if Section is Compact A ui i D / t = 8.63 / 0.300 = 28.77 m w a z • Ap = 0.07E / Fy = 0.07 (29000 ksi) / 35 ksi = 58 m tj D / t < Ap - SECTION IS COMPACT, LIMIT STATE OF . r", LOCAL BUCKLING DOES NOT APPLY cp 7 0 -1 0 0.l d, ..:i!!'. .1-4 - lGkirF.` .fw.mai ati Pmirtot -z-re 7�iizairuociat iis'M ii' �03.l ronszib- mt. r zise F oimior LASumt4riT.T= .immewrzaTr uSlitore r%A. , 1S6 W W STRUCTURAL TECHNOLOGY CONSULTANTS INC. z 18a1 CONVOY COURT, SUITE 4r08, SAN DIEGO, C.4 92111 P�IONE (8S8) 218 -2400 FA) (858) 218 -2424 n V PROJECT: SONIC, 1533t 5k1 1 -11"17 99, TIGARD, OR SWEET: 3 OF 4 9 N PROJ. NO.: 1159 - 84 DE S IG N E R: VI-I DATE: 05 -II -10 _ CLIENT: VANCOUVER SIGN GROUP c� Q r u r It,9 ASCE 7-05 Wind Loads to ci 6.5.14 F= qh *6 *Cf *Rs m 4 6.5.10 qh = 0.00256 *Kh *Kat *Kd *V "2 *I Krt= 1.0 (unless unusual landscape) I= 1 for structural category II m uo CI 2 Kh: table 6 -3 Exposure C to 0 Kd= 0.85 for signs I= 500 (constant for La. Table 6.2) z ii, s V= 95 mph e= 0.2 u 6.5.8 6 =0.925 ( (1+1.7 *gq *Iz*Q) /(1 +1.7 *gv *Ia)) or 0.85 c= 0.2 m u iz= a *(33 /z)"(1 /6) N z= max(0.6 *h, zmin) -( t- zmin= 15 0 J gv= 3.4 m f 9q= 3.4 il Q =sgrt( 1.0 / (1 +0.63 *(8 +h) /Lz) "0.63) p il Lz= l *(z /33) "e m o sign y elem. # h Kh qh 6 s/h 8/s Cf pressure F 0 g 1 8.73 0.85 16.69 0.85 0.05 1.00 1.80 25.54 149 0 • 2 11.73 0.85 16.69 0.85 0.05 1.00 1.80 25.54 498 D 3 12.23 0.85 16.69 0.85 0.05 1.00 1.80 25.54 9 0 $ 4 15 0.85 16.69 0.85 0.05 1.00 1.80 25.54 394 5 15.5 0.9 17.67 0.85 0.05 1.00 1.80 27.04 75 0 -I 6 • 16 0.9 17.67 0.85 0.05 1.00 1.80 27.04 9 0- I 7 20 0.9 17.67 0.85 0.05 1.00 1.80 27.04 865 0 sum: 1999 7 ff L x m O 91 tT) al T x o W T. ,I, in r P i m 14 n 3 m N g W I- -( u -I si U I i m N z Q IA U) IP i v A 0 -9 w Z • u 0 • o v, 9 o z v, a 9 STRUCTURAL TECHNOLOGY CONSULTANTS >- 7827 Convoy Court, Suite 406, San Diego, CA 92111 '..- tsx Tel. (858) 278 -2400 Fax. (858) 278 -2424 PROJECT : Sonic, 15336 SW Hwy 99, Tigard, OR SHEET 4 OF 4 PROJ. NO.: 1159 -84 DESIGNER : VH DATE : 5/11/2010 PIPE SPLICE M = 11273 lb-fl DI = 8.625 in 11 = 0.322 in F = 70 ksi P = 704 lb D2 = 6.625 in t2 = 0.28 in Gap = 1375 in HI = 12.9375 in Cap PL Welding H2 = 113625 in Neglect effect of upper ring Cl =M(12"' HI = 11273(12)/12.9375 = 10456 lb L,,, = tt(D1) = n (8.625) = 27.1 in D I t,. = 1/4 in I a tl ok . I r Lre 'd = Cl /1000 = 10.456 q [(0.3)(F (1/16)(J2/2)](16)(4,) (0.212) (70) (0.25 ) = 2.8 in ok CAP IE (1. ) GUIDE RING Q Cap PL Bending CI i. ii .....____.. C2 Assume cap plate will carry all axial load Take 3.3125 in (D2/2) strip I t, = 3/8 in I s Fy = 36 ksi tw . S = (D2/2) (t,,)' /6 = 3.3125 ( 0.375 )' / 6 i i il - -.1"— C3 = 0.0776 in3 °•° PLACES 41 l (DI -D2)/2 = 1 in (EVENLY _ t KICK RING- , M = (P) [(D1- D2)/2] / 2 SPACED) H x L (t r ) = 704 ( 1 ) / 2 = 352 lb-in DI , i , fb = M / S = 352 / ( 0.0776 ) I = 4536 psi Fb = 0.75 ( 36000) = 27000 psi ok Check Ring Slot Welding Ring Compression Neglect effect of cap plate I t = (W, + 1/4 ") = 1 in • C3 = C2 C2 = M ( 12" ' .) / H2 Neglect effect of cap plate = 11273 ( 12) / 11.5625 = 11700 lb Take quarter of inner ring fa C2 = 11700 W, min= tl +5/16 = 0.635 in t,(7ixD2 /4) 1(nx6.625/4) W, = 3/4 in ok = 2249 psi L, = 2 x W, = 1.50 in I Fa = 0.6 ( 36000) = 21600 psi ok N = 4 I F = C2 / N = 11700 / 4 = 2925 lb fw = F /(Ls = 2925 / (1.5 x 0.75) = 2600 psi Fw = (0.6F ) /f) = (0.6x70)/2.0 • 21 ksi = 21000 psi ok ' W, max = W, min + 1/8 = 0.760 in Greater 2 -1/4 x tl = 0.725 in W, max = 0.760 in ok Ls max = 10 x tl = 3.22 in ok • ` j ,• ® o �: ' - 4 Z i ? 639 D _ 1I 1' . ; z � kA 5, ' 1 ma y - 1 0 : . � j . . u� R ;, ± 4ZP Y F.,: . L.14 n as ® ?; rre � � � m 5,..1 ti m �mD s" I fit r- 03 ®W r. _ 20 -0 �������e ®� REQUIRED ` ll -0 - (A T State of Ore •«on Struct S:•�cBal : Cod + : 3 D 1.* _ v EnZ SPECIAL X ❑ Concrete and Reinforcing S teel . . N v I CI �#ts Instail�d in G oncrste stng g$ D 3' -0" 1 ® 39 3/16° a special Moment-Rests Concrete F ram e¢ m , (� Reinforcing Steel Steel Tendo S tructural Weldin ; . ,_ n H1 Str ength Eolting , � :f Z m iR • :::: : ::: concrete �< ® m ie , z i ® D X .;,,, 14*, 4 lnsulati v o ncrete Fill � 6:-4 �, D -, k p y pplied Fire - Resistive Materials I m S ra A oat ril m ', �- - ■ Pilin Drilled Piers and Caissons 3 m > 4 rr ® IA fil ®� a Shotcrete -R m n o, ❑ Special Grading, Excavation and Fii lieog (. ❑ Smoke- C Sy stem s , � ; ❑ Other Inspection nt u 3 ° rt — m o LI ® i �; .� A CITYpF T ,' W N Approved .( [ L]/" , " Q -. cn w Conditionally Approved v °� t9 � S m Y PP I 1:,1 = Csd o f m ,, - © o . m �„ S ee L etter to: Follow........ »........ ', t.; cz9 3 P. o n Permit Number �l° 20 `60 l0l -n i s A to C0 ao `^ v • Y ��i�i Date I m .: - rr � y o c ® � . Z OFFICE COPY r .. '. ..: fit.+: . 4OGIE GENERAL NOTES: I. ALL DIMENSIONS AT CURBS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY, SHALL D o _ _ THE MOSTT ECONOMICALAND D PRACT TI ICAL INSTALLATION. i . �+ " ` ` y, 1-4 p t 3" THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO DETERMINE EXACT POINT OF SERVILE ' .N.x` _ k ,I..--1-'. "' - CONNECTION AT EXISTING UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES AND CIRCUITING. 0 ` ORIGINAL STAMPED a iJ j ) L \ . 1 �_ [� 4. LOCATIONS OF PYLON /MONUMENT SIGNS AND ENTER /EXIT SIGNED e...,.. e...,.. T '" ' SIGNS ARE NOT EXACT. THE CONTRACTOR SHALL VERIFY FRED A. HARRIS, AIA • r — EXACT LOCATIONS WITH OWNER / CONSTRUCTION MANAGER. ARCHITECTS EIP.GT r . . g -•k^ .. y Ix/. 4 "I: 'Ili 1 . r� q � ; ;` : t 5. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6" ": J R .3': ;,�'e. . ' i 1 C . +v IS 4 pi a'. BELOW TOP OF ALL WALKS AND CUR/35. TOP SOIL TO BE { TY E ' 1. ADDED TO THE LEVEL OF THE WALKS OR CURBS. Y :.. RT4 b. ALL DOWNSPOUTS SHALL BE 4 "4/ SCHEDULE 40 PVC PAINTED TO MATCH COLUMNS AND SHALL BE CONNECTED In TO BELOW GRADE STORMWATER PIPING - REF: CIVIL Z DRAWINGS. _U 7 Y N s dd . W a / cc ; ; - o a r a ee N t' y WD a a g SITE PLAN KEYNOTES °s _ \ ITEM NOTE Q U' ^ R o A' ( j _ -` � s) " ' \ 0 TRAFFIC FLOW ARROW (TYPICAL), REF: 517523 3 0 © 4' PAINTED STRIPES (TYPICAL). REF: SPECIFICATIONS, Q - , / /� z 1 SECTION 02580, SHEET BPI /y� �` ® CURB RAMP (TYPICAL), REF: 5124 . ® \ I / I, / - PHA SE �/ TI l . I 0 , / \ \' . f ® TRASH ENCLOSURE, REF: SDB.Of / .� U �, e RAILING, REF: 50224 © BOLLARD, REF. 517220 REF. PLUMBING DRAWINGS ° /' ® GREASE TRAP, REF P2.02 O o z W : '� ) \ q l� / .' — j . I ' ® SANITARY SEWER LINE, • ®I , 3; 2 • 8 I/ Q UNDERGROUND GA5 LINE, REF. PLUMBING DRAWINGS o < 'SR .N'TR �� - _ I ® UNDER WATER LIN WR4E7ER, REF. PLUM. DWGS. '+I w ° 3 � , 6' 1T_ / �i �- �- 1 / -- R \ ' WTR WTR II UNDE R G ROUND E L I N E _ a _ A ,y —I �q J U z z S• • I \ _, :. IS ® O ® \ ( I ® UNDER GROUND TELEPHONE L INE, REF. ELEG. OWLS. �/ ,; i cr f / 111±31-- \ \ \I2 P- - \` -- - \ * \ \ \ © I I2'-6" ® IRRIGATION SY57EM PIPING -SEE LANDSCAPE DW65. W C ° _ __ I 13._4.. I- F LL° a / / q< "H � ' r B 4 OR DER BOARD AND DETECTOR LOOP, REF: 5172.07, - U ¢ a / �-. BE 01 I 517221, AND SHEET SDS = Q 9. r 11) O I I ® MENU / CANOPY POST (TYPICAL), REF: GAI,23 0 \ � ` O �� '� BIKE RACK. REF: 5175.02 U i 205 , T - - - - -- ' -O' MARY TAGKIN 95' -O" B' ' -UP STACKING O ; '. C Jl G Q / 9. _ 19 �' — ry / © CONCRETE PAVING, REF: 5173.09 • \ O, _ �maa� r f\( - INFI■■ I ■� - q \ \ I, 1. � ... _ I ® 8" THICK CONCRETE PAVING IN THIS AREA a a / / a. u e e l / \ A. 0 l Z O�O� Q -1 _�_ - - _ 10 / ® 'CARHOP GROSSING' 516NAGE, REF 517211 IF USED Z • 0 0 K � / © � MN r ° � SONIC p ,• II \ (`�*� bp I / PICK UP ORDER HERE SIGNAGE, REF 51721'1 IF USED 0 O ' 2 ,, O l / : 9' 28 a $WR 0 p 1 1T -O" ® N - gg 7 C1 REF SHEET SD5 FOR AUTO PATIO INFORMATIO CC i Y m 7 kx .d��il0 " �� / S F. a § I 1 9 ' -T 14 \ t ® NEW POLE MOUNTED LIGHT, REF. ELEC. DINGS. 4 m Z ry r.4 0 / / ,, I I f, ; = , , � j : Il i bH ,_ O .. ,p - - O , O W I . T TR �� O O o 3 :E Z e _ J _ O � . 1 2 ' O° �` / ® TACTILE WARNING SURFACE ON PAVEMENT. U - O i: �� � r i MMENO I - "Miiiiiii�iiii iili�� ■ •• • 11 . 11 1 6 - 11 1 e��d� Iffg�i ®i9�d� Q GONG. CURB BUTTER. REF: DETAILS ON CIVIL SHEETS U W p x Q � i � , I � � ��, -� Mme � � / / ` ` ZO p< U�"� - I� O 9 = ' � �\ ��\ ® GONG. WALKS REF: CIVIL pRAWINGS O m j n L W �� / - - O -� - - - - - - - / ET SDS FOR PATIO LAYOU URNISHINGS, ND � (_G ' / , / A yb / d _ .© REF 5 5HE T F A � 'I -' "'" "" -- - - -." .-- -_. "��%� © ® / / �I�� MONUMENT El.- 3/4" YARD HYDRANT OFF IRRIGATION LINE, SUPPLIED 'IN a Oi o V © � � AND INSTALLED BY PLUMBING CONTRACTOR. N I f�O� O O a0 = Gi i A Ie: O i '�� ' ---L--- _ D ® 2 i J Ufa€ iLi M SIGN SCHEDULE ' a ° /fi ._ — / , 6---- r ��!:. r' UGT — GT -- V �� UGT `_© 9 _ TY o - - �' /, - • • i ITEM O RE FERENCE SIGN TYPE U � —I O \-.,, �� O — ' r ' © \�1 -- POLE SIGN • �+_� - \ � _ L. _ 2 517223 ENTER SIGN • /G � ._ • .. _ - _ - _ - DO NOT EN r ' — • C n G 2 517223 EXIT SIGN Z / _ ®/ �f 3 5172.19 HANDICAPPED PARKING SIGN • 172.11 'STOP" "DO NDT ENTER" SIGNAGE I = SF LES SCH 1 5F I 522.12 "VEHICLE GROSSING' SIGN V Z LEGEND: o o PROPERTY LINE C O EASEMENT / BUFFERS o N Q W W - BUILDING SETBACK LINE — a_ OlI Q 6 NOTE: ® SITE PLAN NOTE ~ REFER TO E OTECHINIGAL REPORT ANp CIVIL pf2AWING3 O FOR ALL DESIGN OF PAVEMENT JOINTS (EXPANSION, / /'� Z CONTROL, AND CONSTRUCTION), 6RADIN6 AND UTILI m ® CUSTOMER PARKING STALL V ! INFORMATION AND RESPIRED SUB•6RACE PREPARATION. Ty IF Ow1ER ELECTS NOT TO RETAIN SERVICES OF A CIVIL SIGN (SEE SCHEDULE) = _ _ ENGINEER AND OBTAIN A 6EOTE (S CNNICAL OILS) REPORT, CO CONTRACTOR AND OPRER SHALL A551ME PILL UGE UNDERGROUND ELECTRIC LINE CO R ) DILITY FOR CHOICE OF PAVING DE516N INIUUDI IB NS 311E -GRADE PREPARATIDN,COIK.RETE RAVINE, SHEET THICKNESS, REINFORCING, AND CONTROL, CONSTRUCTION. UGT UNDERGROUND TELEPHONE LINE O AND SA UION JOINT I A AL, TD 155. SITE UCG UNDERGROUND GAS LINE LLLaaa O DRAINAGE, GE, UTILITY DESIGN GN AHD HD SITE R ALL 917E RELATED �r LOH31W1CTION. _ Na WTR — WATER LINE OR 7 ",,,, NOTE: — TT. PLAN STALLLSSHALL BE 4' TALL AM AALA ND ANY DWG: $WR SANITARY SEWER LINE fi t I " = 20._0" BE VERI LOCAL ORDINANCES PRIOR TO 08909 4oaa¢ 40aa¢ I a K ya ___ ;K ,_. ' •-- - _...-ii gcedr , •••..._ ARGHEE9 GAP DRV- IETHRU 9 FLASHING G , t \ Z\re • U 9 NR TOWER GAP a ,, REF AS,II - ; TOWER GAP in , T.O. PARAPET TYP. ,:..;. ____ ___L__ T.O. PARAPET `,r I .1 g w.,- . . aiL ■ . : . „ . h , _ . - :: : --. ----_. -_-_ . ..7. 122-0- .-TL.•,-.........:7:=2.7 , . . i 5 - _ . i , .. . . . "W . .. „ I, :.';--_74:2:7.:::±tF,--,7-; ,,„ - C tr '3::-.',,,....,C,.17,:c....- S t 1 0 1, Li SONIC SIGN • I . ' LED SIGN "FULL LED SIGN RE SEC , LR E2 ITY .02 LIGHTING I / BY OWNER im•nal.....0...-_ MENU ALL i A2A OE D i CZ .7. TX 1 ", Z = rh .. .... , ■ DAY" BY A2AS T "F imE REV - H . 5, EVERY OVERFLOW 7-..------..---.,--,--,... , .....71,7■7 DINNER ■•I OWNER SCARPER / . T.O. PARAPET .., T.O. PARAPET ;;; #TEr•= 1 ft - = -117-1 4■anomomr■ • \- :2■■•••111.11 ......_ , To vE-5y 0^0,k0E.c I 1 , / ,J..,::;:::::F.-7.:::1-3,-E2: ORIGINAL STAMPED a r.- - 01•11• ,*•• - ) - Aun I -. r - . SIGNED BY ExTEND STALL =7„..=.."3.3. 4 GROSS BUILDING WALL AREA E,6b4 5.F. • ' ' .... . : ::. . . . . . . ' . . ' . • ..... ' '.. '.-:,...-.'..a.--'7.-=-,----.- , EXTEN17 STALL FRED A. 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