Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Plans
VW Ilk 4 I RE C EJ° C alifornia t Client NN c,�„ ▪ � " ' JUL 2 0 20 � � CALIFORNIA PIZZA KITCHEN OF TIGARD Des1: n # • (E)ELECTRICAL RM. (E)WATER /CAS R . g CITY 4F �EE , t C92049R7 (E)FIRE CRL RM r Jr I pI_AN(7 i�iV R��� r, (N.LC) „ 1 ; /I ' , Sheet 1 of 9 t I " 0 ! T , L � sal I • Address S l _ 6 — Oo 15 BRIDGEPORT VILLAGE Q Q 11" .L �'. I ( 7' j Q • .r ■ ' ' A f TIGARD, OR pp � 1 ' +jr� 1 a �� _ : , _ 1 73 C I 15 Account .r te �� I J MUELLER Rep. a i ' ....44.:\.__..,0, • 11� 1 ' ' �� L � "\ : I 1 �_ I a I ' ® Designer T HOLDEN TENANT ' � C • ,•'h _ f1 ( � y , , 1 ' , � • = I I * AP 1 = h I ^ • �� 'AV's- _� i �_ 1 Date 11120/09 iR2 103I . ����" ^Y • ` J � 1 al 1 t J - 4J 44 MI a i ■ ® I i V v Approval /Date (N.I.c) • — • �. /` � • � � • 11 � / , � Client Ell r - -, C o ti EX ISTING AWNINGS ` • ' 16°117 ' sal TENANT Nix) C TO BE REMOVED. a Estimatin Mil 1 112 1D4j >, IIII. :m ., e A rt • . ■ L L r t ' ' Engineering ME ter.- �,� / W. < ®' ' �� ■ ■� �1 1I11I11I11II & t �_■I_I�■�■ Landlord _ _, - 1 `.. . - - - ° F - r =$ Y j ) IF A Revision / Date El LI ❑ < ®i L > - L ` ` I' -- — - - - -- R1:DR:12103109: ' '* BEFORE /AFTER PHOTO. r• T A R2:TH:12/16 /09:REVISE CANOPY. 0 s Q eI .. �� - 0 - R3:NR:12117/09: REV ELEVS TO rO 0 SHOW NO ARCH SECTIONS. REV NOTES ( S ON (A) ) S SECTION. R4:NR:02/24/10: ADD CANOPY n COPY INFO (B, C, D). I y - R5:NR:03/19/10: ADD SCOPE OF WORK NOTES. < ® > n R6:TH:04 /28110:REVISE CANOPY. ❑ ❑ ❑ < ® > ❑ O ❑ ' n - DETAILS. 05/03110:REVISE CANOPY DETAILS. 0 N VICINITY MAP ._ _ __ ) I ED i �, IP Chandler v IIG 1 "r' eit�.� SITE PLAN -.� Signs ill 11 /iii: Pict' t II or S CALE: 1/32 = 1' -0 +` : , � i �, E www.chandlersigns.com q ��`•�Z� i 3201 Manor Way Dallas, TX 75235 — ■_ _ ■ / r � °' �' 214.902.2000 Fax 214.902.2044 � f�.„ /� i 12106 Valliant San Antonio, TX 78216 `�� � , � 210.349.3604 Fax 210.349.8724 ��� / CPK- RESTAURANT , , / \ 760.967.7003 1335 Park Center Fa x 760.967.7033 Vista, CA 92081 t Fax • � • 750 E. Hvry. 24 -Bldg. rk 2 Ste. 200 /�/ / 719. 687.2507 1 Fax P.O. Box 43123 Louisville, KY 40253 502.489.3660 Fax 502.254.3843 This drawing is the property of Chandler Signe,L.P and all rights to its use for reproduction are reserved by Chandler Signs L P FINAL ELECTRICAL GENERAL NOTES REGARDING INSTALLATION: CONNECTION e • Unless otherwise specified, installers to provide all conduit and electrical connectors. BY CUSTOMER • Unless otherwise specified, installers to supply all appropriate mounting hardware included within approved scope of work. THIS SIGN IS INTENDED MBE MANUFACTURED • requiring p p by g p paint/materials. INAORNC EMITNARTICIESn E OFTN Exposed steel poles uirin paint to be completed b installer at time of installation including provision of required aintlmaterials. U� NAT DA EI LOC.C L DES THI U DES AFRIiCABLE LOCAL CODES. THIS INCLUDES • Installers procuring permits must include all fees in their original estimate, provide copies of application and receive final inspection. PROPER GROUNDING BONDING 515 , �fornla : Client CALIFORNIA PIZZA KITCHEN 'f. ' I Desi n # C92049R7 t EXISTING AWNINGS " " "--- �� ' Sheet 2 of 9 TO BE REMOVED. �' r_ . Address N-+a C ± L � ' BRIDGEPORT TIGARD, O IRLAGE / _ 1 J m Re count A L mi j P J MUELLER i ,,, - Designer T HOLDEN `+ . .i -•i — s MI . ., Date 11/20/09 •aim Approval / Date — - Client Sales • Estimating r . j An 1 /, I Engineering . I . Landlord + N l Revision I Date EXISTING CONDITION I • L I / . L - R1:DR:12103/09: ADD tl 1'; BEFORE/AFTER PHOTO. . R2:TH:12/16 /09:REVISE CANOPY. ' �1 ) R3:NR:12/17/09: REV ELEVS TO SHOW NO ARCH REV �, i ; NOTES ON (A) SECTION. i --- ` -.. t 1 1 i R4:NR:02/24/10: ADD CANOPY 1 4 1 I ; COPY INFO (B, C, D). R5:NR:03/19/10: ADD SCOPE OF �a WORK NOTES. Califo ,EN " s ` l • • R6:TH:04 /28110:REVISE CANOPY. N ' - __�.. L R7:TH:05 /03 /10:REVISE CANOPY i �� .: ' i' 1 l DETAILS. CHANDLER SCOPE OF WORK: I * *REMOVE AND DISPOSE OF EXISTING AWNING IN CANOPY AREA l y ` ' * *MANUFACTURE CANOPY INCLUDING CANOPY FRAME all * *MANUFACTURE AND INSTALL ROLL -DOWN WIND CURTAINS r^r - v ' ` 113011 A, CPK /GC SCOPE OF WORK: r 1i , i „ 1 e - .''.'... a i , C� Chandler � B * *REMOVE AND DISPOSE OF STEEL FRAME CANOPY OVER PATIO AREA jar 4 - Signs **PROVIDE R FRAME TO AND INSTALL TO 5" POSTS ( INCLUDING FOOTINGS) FOR CANOPY a W r' -- _ - - -�II -' 1 wwW.0 an er s.com - _ I r, dl sign _. �' 1 = = _ _= 1 1= 1 - - 3201 Manor Way Dallas, TX 75235 4 - 214.902.2000 Fax 214.902.2044 * *PROVIDE STEEL `C' CHANNEL SECTION WELDED BETWEEN UPRIGHTS " ' li 12106 Valliant San Antonio, TX 78216 * *MODIFY SURROUNDING PERIMETER PATIO RAILING AND REMOVE 210.349.3804 Fax 210.349.8724 LIGHT FIXTURES AS NEEDED 1 335 Park Center Dr. Vista, CA 92081 760.967.7003 Fax 760.967.7033 - * * PROVIDE AND INSTALL HEATERS, FANS, SPRINKLERS, ETC. NECESSARY UNDER CANOPY. THIS IS TO INCLUDE RUNNING ELECTRIC, GAS, AND WATER wo dla dPak,CO80863 LINES AS NEEDED. 719.667.2507 Fax 719.687.2506 P.O. Box 43123 Louisville, KY 40253 Ii ' 502.489.3660 Fax 502.254.3843 This drawing is the property of Chandkr Signs,L.p and all rights to its use for reproduction are PROPOSED CONDITION reserved bT (bundler Signs L FINAL ELECTRICAL CONNECTION BY CUSTOMER THIS 5,00 IS INTENDED TO BE MANUFACTURED 0 L U M ACCORDANCE WITH ARTICLE GOO OF THE NATgNAI ELECTRICAL C ODE 0500n obH ARRLICABLO GROUNDING A BO THIS INCLUDES oe PROPER U a 501050 Of THE SIGN SIGN N 1.L BEAR OL LACtUSI • • ±91' - 7" STOREFRONT I <? • I EQ I EEQ.. Client • 1 I I CALIFORNIA PIZZA KITCHEN • Desi•n # . 7 C92049R7 ` a - • -- - i Sheet 3 of 9 ca l ifo rn i a Address - r L BRIDGEPORT VILLAGE ,7 Address ___ _ �w TIGARD,OR 1 L�1L � o 1� J MUELLER as\ + Designer T HOLDEN _ a n • e n /.•�.\ 1 z$A�RC -.x Date 11120109 a.If U T c :,I�ror�ePIZ ZAw, !TOM Approval / Date o r ir ^i 0 Client IIMI ' — ,// 7 z z !, MI �� , : / / Estimating ME .— • / --- Engineering _ _ / I r A_ - , , A I 1 __ lam � ®�I _ -- . • T landlor _ SOUTH ELEVATION Ear Revision /Date R1:DR:12J03/09: ADD SCALE: 3/32" = 1' - 0" BEFORE /AFTER PHOTO. R2:TH:12/16 /09:REVISE CANOPY. R3:NR:12/17/09: REV ELEVS TO NOTES ON ARCH ECTIONS. - R4:NR:02/24/10: ADD CANOPY COPY INFO (B, C, D). ±69 1" STOREFRONT R5:NR:03/19/10: ADD SCOPE OF WORK NOTES. EQ R6:TH:04/28 /10:REVISE CANOPY. I I EQ DETAILS 03 /10:REVISE CANOPY y 41' r � CHANDLER SCOPE OF WORK: , c T * *REMOVE AND DISPOSE OF EXISTING AWNING IN CANOPY AREA "' * *MANUFACTURE CANOPY INCLUDING CANOPY FRAME • PIZZA KITCHEN * *MANUFACTURE AND INSTALL ROLL -DOWN WIND CURTAINS '�I (4 Chandler - CPK /GC SCOPE OF WORK: ---0 Signs ° Ailll'ira * *REMOVE AND DISPOSE OF STEEL FRAME CANOPY OVER PATIO AREA www•chandlersigns.com O ** 3201 Manor Way Dallas, TX 75235 PROVIDE AND INSTALL 5" POSTS (INCLUDING FOOTINGS) FOR CANOPY 214.902.2000 Fax 214.902.2044 +I �� J _ AND FRAME TO ATTACH T O 12106 Valliant San Antonio, TX 78216 LL: .. ly ., 1i LL * *PROVIDE STEEL `C' CHANNEL SECTION WELDED BETWEEN UPRIGHTS 210.349.3804 Fax 210.349.8724 a tl j / II * *MODIFY SURROUNDING PERIMETER PATIO RAILING AND REMOVE 1335 Park Center Dr. Vista, CA92061 raifo, -,s n,zzw wrtcxex J Q - bo j j F r' 1I go LIGHT FIXTURES AS NEEDED 760.967.7003 Fax 760.967.7033 i l . I I , 750 E. Hwy. 24 -Bldg. 2 Ste. 200 M I UI c) * *PROVE AND INSTALL HEATERS, FANS, SPRINKLERS, ETC. NECESSARY - / I: == 1 Ti UNDER CANOPY. THIS IS TO INCLUDE RUNNING ELECTRIC, GAS, AND WATER 719.687.2507 Fax 715687.2506 • _ i I / � P.O. Box 43123 Louisville, KY 40253 _� 502.489.3660 Fax 502.254.3643 - I � - - J 1 LIN AS NEEDED. This drawing is the property of Chandler Signs, LP and - EAST ELEVATION r all rights to BSe reproduction are .Rd by Chandler Signs. L SCALE: 3/32" = 1' - 0" FINAL ELECTRICAL CONNECTION BY CUSTOMER THIS SION x INTENDED TO BE UANJrACTURED O IN ACCORDM WITH aRTICLE 600 DE THE R L 00 11)000 ELECTCE RICAL H OOF 00000 OTHE ARRLICR BEA LOCAL CODES IROINCLODES SIGNER GROUNDING "I a BO^MG OF THE SIGN SIGN WILL BEAR UL L000L!SI t24' -0" I n • CHANDLER SCOPE OF WORK: NOTE: THIS AREA DOES NOT HAVE california DECORATIVE HEADER OVER IT AND ** *REMOVE AND DISPOSE OF EXISTING AWNING IN CANOPY AREA MUST BE WATERPROOFED. * *MANUFACTURE CANOPY INCLUDING CANOPY FRAME * *MANUFACTURE AND INSTALL ROLL -DOWN WIND CURTAINS Client 4 CALIFORNIA PIZZA KITCHEN • CPKIGC SCOPE OF WORK: Desi • n # / AWNING MANUFACTURER TO * *REMOVE AND DISPOSE OF STEEL FRAME CANOPY OVER PATIO AREA C92049R7 g( / PROVIDE CONDUIT & WIRING * *PROVIDE AND INSTALL 5" POSTS (INCLUDING FOOTINGS) FOR CANOPY CONNECTIONS BETWEEN AND FRAME TO ATTACH TO on FIXTURES Sheet 4 of 9 * *PROVIDE STEEL `C' CHANNEL SECTION WELDED BETWEEN UPRIGHTS Address * *MODIFY SURROUNDING PERIMETER PATIO RAILING AND REMOVE BRIDGEPORT VILLAGE LIGHT FIXTURES AS NEEDED TIGARD, OR * *PROVIDE AND INSTALL HEATERS, FANS, SPRINKLERS, ETC. NECESSARY CANOPY UNDER CANOPY. THIS IS TO INCLUDE RUNNING ELECTRIC, GAS, AND WATER Account A LINES AS NEEDED. Re J MUELLER 0 o ~ SCALE: 3/16" = 1' - 0" P' GENERAL SPECIFICATIONS: _ Designer T HOLDEN b FABRIC: COOLEY WEATHERTYTE SUNFLOWER YELLOW w/ BLACK VALANCE (ALL FIRE RETARDANT) D 11/20/09 +1 SLOPE FRAME: ALUM TUBE (WELDED CONSTRUCTION) PAINTED BLACK W /STIFF VALENCE. OPEN AT Approval / Date BOTTOM. ATTACH TO WALL wl NON- CORROSIVE MOUNTING HARDWARE (TYP). SEE ISOMETRIC VIEW OF FRAME alert FOR MEMBER SIZES/ DIMENSIONS. Sales COPY: HEAT TRANSFERRED WHITE. Estimating Art SUPPORT PIPES (PROVIDED BY GC): 5" SCHED 40 STEEL PIPES PAINTED BLACK. PIPES ARE Engineering ±15' - 3" I CONNECTED AT TOP W/ STEEL CHANNEL WELDED BETWEEN landlord WINDSCREEN: BLACK FABRIC BELOW HANDRAIL; CLEAR ABOVE. Revision /Date R 1:DR12/03/09: ADD B EFORE : IAFTER PHOTO. EXTERNAL ILLUMINATION BY LUMIERE 203- CRS- 50MR16- 12BK -BAB, 4" EXTENSION (TOTAL 6" STAND -OFF), R2 :TH:12/16 /09:REVISE CANOPY. TYPE: CRS - CENTER SWIVEL REAR SWIVEL STEM (BULB SPEC: 50MR16 = 502 MAX HALOGEN MR16 GU5.3 BASE, R3:NR:12117109: REV ELEVS TO d 12 = 12 VOLT, BK = BLACK, BAB = 20W MR16 GU5.3 BI -PIN FLOOD, GE/WESTINGHOUSE/SYLVANIA 20 WATT BULB SHOW NO ARCH NOTES REV SLOPE : a W/ 40 DEGREES FLOOD SPREAD) NOTES ON (A) SECTIONS. I 7' - 8 I R4:NR:02/24/10: ADD CANOPY OAL COPY INFO (B, C, D). SLOPE ♦ r o W3 /9 /1O: ADD SCOPE OF d UFO I_ o __ t) � Z fg�l� WORK N1 +1 6 Ca R6:TH:04 /28110:REVISE CANOPY. 0 0 0 0 3.18 SQ. FT., EACH R7:TH:05 /03110:REVISE CANOPY II I • TYPICAL CANOPY COPY DETAILS. — B O D © SCALE: 1/2" = 1' - 0" (4 Chandler -4 Signs Zia www.chandlersigns.com 0 C 3201 Manor Way Dallas, TX 75235 - O 0 214.902.2000 Fax 214.902.2044 I - T / I 1 12106 Valliant San Antonio, TX 78216 0 210.349.3804 Fax 210.349.8724 California PIZZA KITCHEN calif ornia PIZZA KITCHEN californla PIZZA KITCHEN california PIZZA KITCHEN 's'. 1335 P.O. Park 43123 003 Fax :7 0.9 Center Dr. fa, KY 6 CA 7.70 40 7 9 0 2 25 92061 3 Y ,_ j _ b 750 E. Hwy. 24 -Bldg. Sle. 200 Woodland Park, CO 8863 719.687.2507 Fax 71.687.2506 760.9Box 67.7 Louis, 502.489.3660 Fax 502.254.3843 I 11111 Th is drawing is the property of Chandler Signs,L.P -- and all rights to in use for reproduction are r -- - - - - =MI - - - - reserved by Chandler Signs L P C -- FINAL ELECTRICAL -- CONNECTION BY CUSTOMER THIS SIGN IS INTENDED TO RE NMUfALLURED O INMC0 RCO 00000 THE L NPLNIN.4 ELLOC C D S R S INCLUDES R PRR LOCAL & 4E$ DRS Of TOE SS PROPER GROUNDING N SIGN MU BEM01 MTHE SIGN SIGN WILL BEM IA LABI EL$t UPLIGHT FIXTURE. SEE SHT. 8 OF 8 ' AWNING FRAME alb FOR SPECIFICATIONS - (6) TOTAL REGD. Client CALIFORNIA PIZZA KITCHEN ALUMINUM TUBE Desi; n # CROSSMEMBER INSTALLED Vr C92049R7 • WHERE WINDSCREEN BRACKETS *El �� ARE LOCATED . Sheet 5 of 9 ut . 6" Address O X 2 -112" STEEL C-SECTION WELDED ATOP BRIDGEPORT VILLAGE ' WINDSCREEN BRACKET BOLTED TO CROSSMEMBER UPRIGHTS BY G.C. TIGARD, OR • WINDSCREEN MECHANISM BOLTED TO VALENCE WEB OF C- CHANNEL Account WINDCURTAIN ATTACHMENT DETAIL @ END STEEL COLUMNS CAPPED AT TOP BY G.C. Rep. J MUELLER 3/4" = 1' - 0" Designer T HOLDEN GUIDE CABLE Date 11/20/09 Approval / Date plant - S" P I D. S I L. PIPE COL. P -5 Sales . 111 GUIDE CABLE AND CONNECTOR Estimating = Art - CONNECTOR TO ATTACH TO 2" Engineering - 2 TYP. 2" • PAINTED STEEL RAILING END - O ,�j OO POST. STOP GUIDE CABLE 6 ABOVI yy �� �� Revision / Date 1 / �� 2 CONCRETE SLAB Bl S GNAGE R 1 :DR:12I03109:ADD �∎ j� r�' - ' m '7 CONTRACTOR BEFORE/AFTER PHOTO. L'') _0/ , ' R2:TH:12116109:REVISE CANOPY. r ,'•/44 , ` SHOW NO ARCH NOES RV i1 PTD STL AT CENTER P 5 NOTES REV HANDRAIL NOTES ON (A) SECTIONS. / / 3 4" PTD. OIL BAR BELOW P-5 COPY I FO (B, C, D). CANOPY 2" TYP. 2" TYP. WORK NOTES : ADD SCOPE OF 2" PTD. STL AT ENDS P -5 R6:TH:04128110:REVISE CANOPY. WELD RAILING TO COLUMN ❑ R7:TH:05103110:REVISECANOPY DETAILS. HANDRAIL PLAN SECTION 4 GRIND SMOOTH 1 -1/2" = 1' - 0" 1 ❑ SECURE BRACKETS TO HANDRAIL UPRIGHT t) WINDCURTAIN ATTACHMENT DETAIL/ LIGHT DETAIL @ FRONT (4 Chandler 3/4 " =l' - 0" -..# Signs www.chandlersigns.com CHANDLER SCOPE OF WORK: 3201 Manor Way Dallas, TX 75235 * *REMOVE AND DISPOSE OF EXISTING AWNING IN CANOPY AREA 214.902.2000 Fax 214.902.2044 * *MANUFACTURE CANOPY INCLUDING CANOPY FRAME 12106 Valliant San Antonio, TX 78216 * *MANUFACTURE AND INSTALL ROLL -DOWN WIND CURTAINS 210.349.3804 Fax 210.349.8724 1335 Park Center Dr. Vista, CA 92081 760.967.7003 Fax 760.967.7033 - CPKIGC SCOPE OF WORK: 750 E. Hwy. 24 Bldg. 2 Ste. 200 * *REMOVE AND DISPOSE OF STEEL FRAME CANOPY OVER PATIO AREA Woodland Park, CO 80863 * *PROVIDE AND INSTALL 5" POSTS (INCLUDING FOOTINGS) FOR CANOPY 719.687.2507 Fax 719.687.2506 - AND FRAME TO ATTACH TO P.O. Box 43123 Louisville, KY 40253 * *PROVIDE STEEL 'C' CHANNEL SECTION WELDED BETWEEN UPRIGHTS 502.489.3660 Fax 502.254.3843 * *MODIFY SURROUNDING PERIMETER PATIO RAILING AND REMOVE This drawing is the property of Chandler Signs, L.P and all rights to its use for reproduction are LIGHT FIXTURES AS NEEDED a eroed by ChandlerSigns LP * *PROVIDE AND INSTALL HEATERS, FANS, SPRINKLERS, ETC. NECESSARY FINAL ELECTRICAL UNDER CANOPY. THIS IS TO INCLUDE RUNNING ELECTRIC, GAS, AND WATER CONNECTION LINES AS NEEDED. BY CUSTOMER TO S SIGN IS INTENDED TO BE 0ANJFAC TUBED O IN ACCORDANCE WTTH ARTICLE 600 OF THE U� AATLCABLE LOCAL CODES THIS INCLUDES PROPER GROUNDING a BONDING Of THE 514" SIGN POLL BEAR UL LABELISI • r- ,ca' lifornia STRUCTURAL TECHNOLOG;Y� CONSULTANTS �INC. STRUCTURAL �TECHNOLOGY �CONSULTANTS �INC. STRUCTURAL TECHNOLOGY CONSULTANTS INC. n 1821 CONVOY COURT. SUITE 406. SAN DIEGO, CA 92111 PHONE (858) 218 -24 FAX (858) 218 -2424 1821 CONVOY COURT, SUITE 406 Si DIEGO. CA 92111 PHONE (868) 216 -2400 FAX (868) 218 -2424 1821 CONvOY COURT, &ATE 401. SAN DEGO, CA 2III PHONE (858) 218 -2400 FAX (858) 21e.2424 Client 010 - v PROJECT: CALIFORNIA PIZZA KITCHEN, 135 fW 'BRIDGEPORT, TIGARD, OR SHIT: I OF 9 $ • PROJECT: CALIFORNIA PIZZA KITCHEN, 135 SW BRIDGEPORT. TIGARD. OR SHEET: 3 OF 9 V PROJECT: CALIFORNIA PIZZA KITCHEN. 136 6W BRIDGEPORT, TIGARD, OR SHEET: 2 OF 9 i CALIFORNIA PIZZA KITCHEN • PRO.). NO.: 1065 - 693 DESIGNER: LR DATE: 01-16 -10 F PROD. NO - 1081.159.3 DESIGNER: LR DATE: 01.16.10 y PROJ. NO.: 1081 -59.3 DESIGNER: LR DATE: 01 -16 -10 2 CLIENT: CHANDLER 61G • CLIENT: CHANDLER SIGNS ¢ N CLIENT: CHANDLERSKaN5 Desi:n # CODE: 2010 0550 C92049R7 » • WIND: BASIC WIND SPEED • 95 MPH 3 SEC GUST "'L `T. 1 - , REVISED E __ 24 - 0e __ EQ. I;-G' p E • C 24' -0't o _ .... --- - -_.... - - __. - -- t DESIGN WIND PRESSURE: SEE SHEET I � _..- ---- ..__.. "_... _.. + - - _ I g Sheet 6 Of 9 I+ SEISMIC: SEE SHEETS 2 TO 4 l ._ 6 . O Y 6 11 - - 7 _ 1 �!� ° ALUM. 3 --�_ ! Address A -I£ FRAME E S ` BRIDGEPORT VILLAGE 4 .. D ; o H ISOMETRIC ,1 a 2 TIGARD, OR u I - VIEW u ALUM OR STEEL ^ __ _— ---- --- -- -_,.... A 9 I0• -0 ia g Y _ n - ANGLE L2x2x%6. i in g Account r o 8 ' , i Gbxl3 TYP. E. SID " Rep. J MUELLER P n .{ MOUNTING ALUM FRAME PER �` . . ��: -- m ar -•��G • --+. � CAP PE Y; ETA %•�i\ ,, /� /i . , \ \j \ \j \ \ : , Designer T HOLDEN I 41 OR BETTER « 'I' g {TENERaL NOTES: \ \, ' '• - S TEEL PIPE �,_ I5.6y; 's I a v4 � I CON DES A9 f I°$l.. Mw. Date 11/20/09 J . , P ER ELEVATI SPECIAL INSPECTION NOT RE © eECTION a " - B /U !" 2. PIPE STEEL ASTM a63 GRADE B. Approval /Date ` z r v. 8A M.D.. rm.. 3. ROLLED STEEL ASTM A36. 5 PIPE Client .rz 1 , 0 t DTAIL DETAIL 4. BOLT STEEL ASTM A301. y (5.86 O.D.) R _ O E� 5. STAINLESS STEEL (5.5.) BOLTS ASTM F593. 4.0.286' iS Sales MEMBERS GRADE 6061 -T6. L ea p ` / 1S 6. ALL ALUMINUM BE FABRICATED N THE SHOP . .../X.' Estimating ` 0 o / 7) /"" o (E) MET 9TI T. CANOPY FRAME SHALL n9 OF AN APPROVED FABRICATOR. I s ! T ' N 4 WALL FNI BT 18062 CLASS 4 MATERIAL SOIL PASSIVE PRESSURE BASED ON 2009 IBC TABLE ••• Engineering V. 9 s a > ) • • 3 OTHERS r .L - SPECIAL ' - I 9 • I� e, Art r 3 \'i C --- +!•- +Y- +h- -- ,!°- -- INSPECTION NOT REQUIRED (F SOFT OR SANDY SOIL. \ • ' 2 -- L 9 - 3� -.- -•I`--- - 99 ' - II'i -- -. -- I _.. 8 • ! t WASHER E' . -. - -- - g COLLAPSNJG OR INSTABLE SOIL, ORGANIC \C • �\ Landlord - o r f I - - (E) DEN GLASS MATERIALS OR GRO NDWATER ARE ENCG41•ITERED, a \ C • � 1 Revision / Date VIEW il o x I i IMMEDIATELY CONTACT THE ENGINEER OF RECORD in OA TOP" �{►' 2' A / (El BASE COAT FOR ADDITIONAL FOUNDATION REQUIREMENTS) BEF PHOTO. Ai %I ! 9. SITE IS NOT SUBJECTED TO WIND SPEED -IAA EFFECT �, 6 , s �, (N) WOOD ' (Kzt 1.0) AS DEFINED N SECTION 6.5.1.2 OF ASCE R2:TH:12116/09:REVISE CANOPY. y - --. -_ I II I �a�E.ilnara��n 3x6 OR 4x4 1•U (2) - - (a5. INEE OF RECORD IF SUCH 15 •6y4 'o 1 • wn' I I i STU �WS EA . EFFECTS 1 ARE CONTACT PRESENT. ENG R S 3:NR:12/17109: REV ELEVS TO • _ _ * HOW NO ARCH NOTES REV 4q 2 V. PROVIDE ISOLATION OF DISSIMILAR MATERIALS. NOTES ON (A) SECTION. 4 . I a 1 )f'o 5.5. M.B. _ - (E) SETTING BED 3 II. PROVIDE PERIODIC SPECIAL INSPECTION FOR FIELD 2 a F WELDING PER IBC SECTION 1104. +I -- — ! - R4:NR:02124110:A 'BD CANOPY . _. (E) BRICK VENEER ,. 12. ALL WELDING SHALL BE PERFORMED BY AWS TYP FOOTING X COPY INFO (B, C, D). 1 L. �'� CERTFIED WELDERS USING El0 ELECTRODES OR © DETAIL ni R5:NR:03/19/10: ADD SCOPE OF _._._ -- -- t WIRES AND 4.1.46 APPROVED SY5tET15 AND S WORK NOTES. S s C 9 • ()DETAIL 13. PROVIDE SL OPE AWAY FROM BASE OF POLE. �h R6:TH:04128110:REVISE CANOPY. in 14. SIGN INSTALLER SHALL FIELD VERFY THAT SITE I o R7:TH:05/03 /10:REVISE CANOPY 1 1 # llT TO S ION9 ARE CONSISTENT WITTY DRAWINGS I — � DETAILS. O 5IGN INSTALLATION. NO ENGINEER ■ - ? . \, / S•V / \. ;� ? /'• " i T / / i ' j:,; - ' •` T • �`' ! N ; i I, RECORD IMMEDIATELY F SITE CONDITIONS VARY ., .. f f � / / � �� FROM THESE DRAWINGS. 3A6 I` - 3 .1� •,I \ /� \ \ \\ / , •:+ / \ � /\ \ \ , , \\ \ \ % \ \ % /, ' - ` - - : 'S. STG DESIGN IS LIMITED TO THE (N) GM10PY .1 � . : i 1 REVISED ilfl - ' I REVIS s METAL STUD WALL THE EXIS NNCn T° `E' yj 6 -30 -II EL F EygTIp STRUCTURAL HAS TO BE VERFIED BY A GARRET CONN. 1� � N 5 I 6 - 30 Q QUALFIED. PROFESSIONAL ENGINEER. ODETAIL o Chandler Signs www.chandlersigns.com 3201 Manor Way Dallas, TX 75235 214.902.2000 Fax 214.902.2044 12106 Valliant San Antonio, TX 78216 210.349.3804 Fax 210.349.8724 1335 Park Center Dr. Vista, CA 92081 760.967.7003 Fax 760.967.7033 750 E. Hwy. 24 -Bldg. 2 Ste. 200 Woodland Park, CO 80863 719.687.2507 Fax 719.687.2506 • P.O. Box 43123 Louisville, KY 40253 502.489.3660 Fax 502.254.3843 This drawing is the property of Chandler Signs,LP and all rights to its use for reproduction are reserved by Chandler Signs L P FINAL ELECTRICAL CONNECTION • BY CUSTOMER THIS SIGN IS INTENDED TO BE MANUFACTURED CD IN ACCORDANCE V TE ARTICLE 600 Of THE NATIONAL ELECTRICAL CODE AN•OR OTHER APPLICABLE LOCAL CODES THIS INCLUDES PROPER GROROING a BONDING O THE SIGN SIGN MILE BEAR EL LABELISI • ....• AN , california . . ' . .. Client CALIFORNIA PIZZA KITCHEN .- - -------- ________. _ . _--___ - - • " - sY CfAIN LOCATION5 — Desi:n # 3EE DEf_ /, - C92049127 • * Lo NNI . 1_ oCATioN -z, e_o 14 ti - L o (AT( ok-z Sheet 7 of 9 . - z I ES D1416. r7t T . 4 A----.,„ < , SE 17,k1G. Dt T. GD Address . 7 c7r 1 , ,,, . , ..„, --- ----....,...4„ ........,,,, .6)4. 9 0 f 9 BRIDGEPORT VILLAGE L TIGARD, OR / , ,- •/ lel TTP. C \" 9 .<7' ..,• . / .• Acc Rep. •6% v //' , ,/ , - . ,. '',,,..‘ , > 41 o ount MUELLER ls, J \ 0 '- ' :,44, 1 . 0 ,, 5" .• o - Designer T HOLDEN • . ->L ■ s _ .,,,,.,: ■ 0 „ ,,,,.,----- , 2-1A4----„, . 0 ..„. /2 ,- , Date 11 /20/09 ..... 0 , ' , ° 3----,..„_,...,...._ ,,, //: .... r ...., / ..„ ... ,,,,,„ . , : _,,,_ ..., , ,,,,,,,,,„ Approval / Date ...2 -- ' - '.. 1PX-... ,:-... 1,:_•” . ,.. . ' . . tr 40 -;,..,'•--„,_ --- "'-- .. s.--....„ ../ I Client Sales , ... ,...,*...-,,,,,... Al '' /. - /- ' _■ippi,7,„f-_- ---------........::4,:„.„ . Estimating 0 / --'-'-''-'',.,_--*/ :ill . ' 7 ''''''-'- ' - -- 4i, lom n / ■Ip. 's... i ---14- / -' / f --- , . -., \ -••■14 .4 h ili f 4 *11. 4* . , 4 : 11•, ■, ''/'----- .,__, ,... W .,... 7 . 4 1/..,_, ‘..2-'-'st, 7)--; /C) Engineering CN1 74.,' / I.; ' ''''I k t:-....,.. , ,.. I 1 __,. //, ''''',..„ .,„. --),•/:--,...„ '''..->`.:... 400"' Revision / Date .• -- , . • •... .. 1 ' ----.'-' --- - l'ii,itteirlitaz, ", ,"/"\------'-•:..*.„.. ,,,■1-..2..-....-__...„ .- -.41 .,. - - • i BEFORE/AFTER PHOTO. .• ■.--- . Us . --- --,r1N - ----.:,_ / / \ .!..ti -.- -- ,...., - • •,4*- - -., - , • , ,," ..-• ,, - - R3:NR:12/17/09: REV ELEVS TO . >1:es_______‘..) ■ -----,...---.,.. r' N --'; ' ' '''• ,-- -..-„_._ . __ - - - 2=•=. --- -41110_,__\ , /, '' ^ P41 z SHOW NO ARCH NOTEk REV -.... - • . , NOTES ON (A) SECTIONS. R4:NR:02/24/10: ADD CANOPY ' -------1111 -----...,_ ItIteti 494e N,1144 4 - -'s■i% bill... , ,.. : -- 44160 . ` ,.. ,,..,. _.--.- -..-' - ,, - . 1 4:A " % : ...,„ : COPY R5:NR:03/19/10: ADD SCOPE OF . ------,(-----, , ,kN''., _.-- ---"---4.-- -`- A• -- /- I WORK NOTES. . , ---'--\■,.,,„_..,.. t R6:TH:04/28/10:REVISE CANOPY. 1 ---•>-. ' ,,, ' R7:TH:05/03/10:REVISE CANOPY ------. ---- -s-=‘1 -- "eatoneatnesagamZ .. ' ," — DETAILS. / ..._■l-..- - - ----1-11-10-Dialriffillol:.. , , (-F-- • nrp. ...._,.....i ro * To FIT IN THE 1--UNDok KZ cEss' . (4 Chandler ltoti6Tivc -- v[eu•O DO 1 ILLus Signs --•tO © --, DETA) L F www.chandlersigns.com C,i0 KKE cif NtEt Bete, PoSITtoN . R. r EA, TO 3201 Manor Way Dallas, TX 75235 214.902.2000 Fax 214.902.2044 I Cr - 16 TR K, ME ti) ( ----1 210 Fax SanFAanxto21noioi4T9X8778224 Solution: Envelope 78216 Loads BLC 1, dl 1335 Park Center Dr. Vista, CA 92081 -— - 760.967.7003 Fax 760.967.7033 STC : 750 E. Hwy. 24-Bldg. 2 Ste. 200 - i.-- .—..., Woodland Park, CO 80863 LR California Pizza Kitchen i June 28, 2011 at 10:52 AM 719.687.2507 Fax 719.687.2506 1 P.O. Box 43123 Louisville, KY 40253 • 1081-159.3 I 1081-159.33d 502.489.3660 Fax 502.254.3843 .................,_ , This drawing is the property of Chandler Signs, L P and all rights to its use for reproduction are reserved by Chandler Signs L P FINAL ELECTRICAL CONNECTION • BY CUSTOMER THIS SIGN IS INTENDED TO BE MANUFACTURED ■ 0 11=RZECCET:J;;A=1=Ja. APPLICABLE LOCAL COOED THIS INCLUDES PROPER GROUNDING A BONDING OF THE SIGN SIGN WILL BEAR UL LABEIRSI IR . •• • • t • -- — -- Client r -..j. = CALIFORNIA PIZZA KITCHEN `�' J It Z �+ t �, r 4 ,y ; 0 c" I � ` . Desi_ n # • 1 E 'e e ��La Zb a ,� 2 "'Acct. / ♦ ' ► ` Sheet 8 of 9 c . ■ s �� _ �i� ��I� �/ ��� Address 111111411111-- t° U7 !" i � _ I . ' �I BRIDGEPORT VILLAGE 11 4 a o � ,. �. �� 1' � TIGARD, OR o" 1 t r;11.1 om I R �, �. `� � �. a / � ` .` A ccoun t 14� � / �!� ,I ��' MUELLER j 1 L v 0 ►� � �_ / R ep. ' 401 I : --- 1 , i `l ,► ` ®�^'"` / Dest ner T HOLDEN / ., " , \ M . __�,� 6:ti.� 1 � � '� 1 / �► ., '∎- ,, ' Date 11/20/09 `' ` . S „l. Go ' \ .� � / ' � \ 46 ` ► ', „ ( Ap /Date 1111111 ` ` ' 5" Pipe C 5.5 o.1.) ST6�l G86xNEL :e:t Pr0Yal Esing _ Art I Lase. ELC 1.0 Atun aBl Rj 2. STC 37C 1 . _.. - . j S sn.o. c.+ay. —._. ..— --._ - -- ... Engineering OM • LR Cr Mbe Plan Mohan June 28. 2011 at 16.4E AM { LR I California Phu I usn Ana 212011 a! 1044 AM LR Craton* P WCIMn .hEne 2e, 1011 at 1039 AM _...... Landlord _ 1031169.3 __.._- 1011-116.1411 '1 i ..... __j 1031.169.9 i tOaLtaa]raa j 1 -159.3 /oat- taRarar • • —_ --- --- — - Revision / Date R1:DR:12/03/09: ADD BEFORE/AFTER PHOTO. R2:TH:12116 /09:REVISE CANOPY. • R3:NR:12/17/09: REV ELEVS TO SHOW NO ARCH NOTES• REV NOTES ON (A) SECTIONS. x i .z , -- COPY 2 (BCD). CANOPY R5:NR:03/19/10: ADD SCOPE OF o s NKD WORK NOTES. la. R6:TH:04/28/10:REVISE CANOPY. • / I t6s �; .�K R7:TH:05/03/10:REVISE CANOPY a!''' DETAILS. �i� 1 1 �� , Ii l • ..•- N #• i „.. ... je lP° :: - - - :: , N 1 b :11 lib.VW .* I I I I I I 0 .,. 7 , , „ . . . NI . ,,,,,--, 'Illi ' 61• . , ' ,,� S Ua ��� 5'174n. 5 85.5 C .o) / �, . .. ■ J Chandler , 0� �,• N•." % www.chandlersigns.com L STEEL CH UNEL ` E Alum .� 6x13 CONT. 3201 Manor Way Fax 214.902.2044 02 75235 3 ( Post - Nom I'm De F) 214.902.2000 Faz 214.902.2044 IZj 2x2 x /fc TrP• ® , 12106 Valliant San Antonio, TX 78216 t..axwct.6 O "w ecl,"I 210.349.3804 Fax 210.349.8724 WAR .11 Soa.11 . Ern ebp STC •an STC _ 1335 Park Center Dr. Vista, CA 92081 LR —I California Pizza Kitchen Ja 28, 2011 at 10:43 AM LR California Pizza Kitchen Juno 28, 201 AM 760.967.7003 Fax 760.967.7033 — 1031139.,7 KO1.11a).ra0 1081 -159. — tp u t - 1aA, - _ -— 750 E. Hwy. 24-Bldg. 2 Ste. 200 Woodland Park, CO 80863 719.687.2507 Fax 719.687.2506 P.O. Box 43123 Louisville, KY 40253 502.489.3660 Fax 502.254.3843 This drawing is the property of Chandler Signs,LP. and all rights to its use for reproduction are reserved by Chandler Signs L • FINAL ELECTRICAL CONNECTION • BY CUSTOMER e. THIS SIGN IS INTENDED T09E .AMUEACIURED O IN ACCORDANCE wn1 ART 60 OF HE U� 50110NALELECTRICALc S ICLE 0 THIS ARPLICSS O LOCAL CONS THIS INCLUDES PROPER 0000TPROPER GROLAIMG &60X0100 OR THE SIGH SIGN WILL BEAR UL LABELI51 • Vertical awning with cable guides Cali fornia Store de fenetre a tendeur Toldo de ventana con tensor . • Client Senkrechtmarkise (m.Seilfurungen) CALIFORNIA PIZZA KITCHEN _- -- TA1 /4C Desi_n# _ AE95/1 C92049R7 L I G H T Y E A R S A H E A i __ Sheet 9 of 9 , I l --- LET -75 Address CU4 " � BRIDGEPORT VILLAGE E0548P TIGARD, OR P05 r UL File Numbers Output Voltage vs. Load at 120V Account J MUELLER UL and 4 UL FILE # E Reco nss Rep. $LI18 � � C ) Available Versions 118a Designer T HOLDEN �i/� 9 01075000- Standard Version tt 12 CU3 11.7. Date 11/20/09 E0448P 901075005 -Bottom Feed Version 11.85 901075030 -With Grounding Wire 11.8. Approval / Date E0248P 901075070-With Double Sided Tape 11.55 20W 50W 75W Client Mechanical and Thermal Sales Output vs. Input at Max. Load Dimensions 20mm x 33 mm x 53 mm Estimating Weight 3ounces 13 C2,5 Lead wire length 6' 121 Art - AT 40 °C 12 Max. ambient temp. 50 °C 11.5 Engineering ss AC5 Output wire- Blue -14AWG 200 °C 11 — -- - - - --- Input wire- Wh¢NBlack -18AWG 150°C 10.5 Landlord a T048 AC1 Aluminum casing 10 . 9.5 Revision / Date Electrical line 120V 13OV R1:DR:12/03 /09: ADD e r Maximum load 75w Short Circuit and Thermal BEFORE/AFTER PHOTO. Minimum load w/o dimmer 10W Protection R2:TH:12116/09:REVISE CANOPY. . Minimum load with dimmer 20W R3:NR:12/17 /09: REV ELEVS TO • input 120V 60Hz Electronic internal resettable protection. p SHOW NO NOTES REV Output at max. load 11.7V 40kHz TA18 Patent pending auto heat regulation NOTES ON (A) SECTION. `t 1 that also automatically a atically acts ts as re overload et 125C • Input (A) S It current at max. load 0.635A protection. Thermal auto -re 125C R4:NR:02124 /10: ADD CANOPY • Output min. at max. load 8.55 switch. COPY INFO (B, C, D). Dimmable R5:NR:03/19 /10: ADD SCOPE OF EG2 WORK NOTES. R6:TH:04/28110:REVISECRNOPY. Limlte d'utlllsatlon • Use limits EG5 Limlte de utlllzacll5n Verwendungsgrenze • DE 05/03/10:REVISE CANOPY DETAI L a geur maxi f � Hauteur maxi - `� Maxi wldir Maxi height LET - Linea maxi Allula maxi Mail Breite Maxi I 1jio 53mm 2,40 m 2,50 m ."• - 33mm I 20mm 1 / � iviii MIN Chandler 0l i A � ° LIGI-rI(� Sins 0 C ,: ∎ot to! 1 a...a www.lightechinc.com w w.LI Hr rA AE951 0 0 0 . n 9 w e E CXIN0.Ce www.chandlersigns.com E0248P T048 0 CU4E y TA C UQ 3201 Manor Way Dallas, TX 75235 ,•�\ 214.902.2000 Fax 214.902.2044 ( - f l ( 1 / f o r t MP140 12106 Valliant San Antonio, TX 78216 � ( � 270.349.3604 Fax 210.349.8724 � / Clip ► ,1 ®' UPLIGHT FIXTURE SPECIFICATIONS 7335 Park Center Dr. Vista, CA92081 t I_ CU3 0 SCALE NONE 760.967.7003 Fax 760.967.7033 • 7 E0448P E 0548 P05 II 0 750 E. Hwy. 24-Bldg. 2 Ste. 200 Woodland Park, CO 80863 719.687.2507 Fax 779.687.2506 �' �_ (- - V ��aa ' O �o P.O. Box 43123 Louisville, KY 40253 502.489.3660 Fax 502.254.3843 SU18 EG5 EG2 TA18 AC5 C2,5 AC1 This drawing is the property of Chandler Signs, LI and all rights to its use for reproduction are 8 reserved by Chandler Signs. L FINAL ELECTRICAL CONNECTION • O TYPICAL WIND CURTAIN COMPONENTS BY CUSTOMER SCALE NONE • iH S SIGH IS IATEADEO TO BE aANJFACTUREa UL IN ACCORDANCE Win ARTICLE 6000f THE UL NAP C LE LOC ns I NCLuDE R ARRLICAG LMAL CODER. I N INCLUDES BROKER GROUNDING d BOHOMO Of THE SIGH SIGN WILL BEAR UL LABE616, 7 315 5v✓ ` 13 ri`d. 0 crr l- Ref 13 UP2O 1 0O I5S 'fr eAL ■ FIR SINCE 1885 CALIFORNIA DEPARTMENT OF FORESTRY and FIRE PROTECTION OFFICE OF THE STATE FIRE MARSHAL REGISTERED FLAME RESISTANT PRODUCT Product: Registration No. WEATHERTYTE F -10218 Product Marketed By: COOLEY 50 ESTEN AVE PAWTUCKET, RI 02860 This product meets the minimum requirements of flame resistance established by the California State Fire Marshal for products identified in Section 13115, California Health and Safety Code. The scope of the approved use of this product is provided in the current edition of the CALIFORNIA APPROVED LIST OF FLAME RETARDANT CHEMICALS AND FABRICS, GENERAL AND LIMITED APPLICATIONS CONCERNS published by the California State Fire Marshal. / +__„--- !: _ Expire: 6/30/2012 Deputy State Fire Marshal :r. - r; Weathertyte The Art of Fasrlc Technology Sign & Awning Product Test Data 10 APPL1CAKflON Awnings 1.1 Up Cooing Acrylic 1.2 MMMIMCoke Colored Face /Fabric Patterned Color Matched Back 1.3 Eradicable No 1.4 DeooaNue Methods P.S. Vinyl', Silk Screen, Spray Paint, Digitally Printabi . 2.0 BASE FABRIC U.S. CUSTOMARY METRIC 2.1 Weight 2.9 ozJyd 2 68.7 g.,m' 2.2 Fiber - *ester 2.3 Pabst Style Weft Inserted 3.0 COATED FABRIC 3.11beal Weight 16.0 oz./yd.' 454.0 gJm. 32 Gauge 0.020 in. 0.051 cm 3.31ype d Cosiktg PVC 3.4 Coig Olealbution 55145 3.5 Width 74.0 in 188.0 cm. Dielectic X Thermal X 40 MECHANICAL PFOPER1113 4.1 Tensile Strength U.S. CUSTOMARY TEST METHOD/ASTM Oreb Merp 257.0 lbs. D751 -A FM 149.0 lbs. D751 -A 1 " Skip Maw _ 176.OIbstm. D751 -B FM 94.0 lbsJin. D751 -B COMMENTS: 4.21rl eeplr AdleMon 10.0 IbsJ tin. 0751 • Warranty - 5 years • Mildew /Fungus resistance 4.3 Tear Sbetgit,TargeeMep 55.0 lbs D1004Mod Nogrowtn ASTM G-21-9 Fill 57.0 lbs. D1004Mod • Gloss - Matte finish visual, 4.4 Low Temperature - 40.0 °F D2136 Crazing minimal 4.5 High Temperature, ContAnterm. 180/200 'F D1204 Registered for outdoor use • Listed; Calf. State Fire Puncture -- -- Marshal Title 19 Section Screwdriver 50 lbs. D751 Mod 1237, ASTM E84 Class A, BeN 250 lbs D751 NFPA 701, UL48 & 94 4.711ytio Resistance • 330 psi. D751 - 4.t1 Abn4dOn Rsu pnce (711100) Wheel H18 Load 1000 g lb Expond Fabda (Feel) Cycles 500 wgt.loss 0.09000 gicy. D3884 COOIey/Sign & Awning Products WHERE CHE N15 R" N■KES 11E D■FFERENCE Weathenyte is a trademark of Cooley Group. 8/05 12.SM PATIO MODIFICATIONS CALIFORNIA PIZZA KITCHEN BRIDGEPORT VILLAGE 13 15 .5W bRIDGLPORT ROAD TIGARD, OR 9122+ PROJECT nATA PROJECT SCOPE REMOVE EXISTING AWNINGS AND PROVIDE A NEW CANOPY TO COVER EXISTING PATIO. PROVIDE NEW LIGHTING, GAS INFRARED HEATERS AND CEILING FANS. PROJECT ADDRESS CALIFORNIA PIZZA KITCHEN BRIDGEPORT VILLAGE -R2- 102 7315 SW BRIDGEPORT ROAD TIGARD, OREGON 0 17224 APPLICABLE CODES 2006 - IBC CONSTRUCTION TYPE TYPE- 1 A (SPRINKLERED) OCCUPANCY GROUP GROUP - � `-- RESTAURANT'S PERMITTED EXISTING FIRE SPRINKLER DESIGN FULLY SPRINKLERED BUILDING AREAS SQUARE FEET FACTOR LOAD DINING 2,456 SF 15 164 OCG KITCHEN 1 ,9 1 5 SF 200 10 OGG OFFICE 60 5F 100 1 OGG ACCESSORY (MECH /ELEC, RESTROOMS, FIXED ITEMS) 563 SF -- 0 OGG ENTRY /WAITING 21 0 1 5F 7 40 OGG INTERIOR (2 EXITS REQUIRED 2 PROVIDED)5,5 7 3 SF 215 OCC PATIO (2 EXITS REQUIRED 2 PROVIDED) 73E) SF 15 50 OCC TOTAL 6,3 1 1 SF 265 OCC SHEET I? r;ex STRUCTURAL FOUNDATION AND FRAMING PLANS, CALCULATIONS. MECHANICAL M1.0 MECHANICAL /PLUMBING PLAN. ELECTRICAL E0.0 BUILDING OULINE SPECIFICATIONS AND LEGEND. E1.0 ONE LINE DIAGRAM, PANEL SCHED., ELECTRICAL PLAN. Structural Technology Consultants Woman Owned I Certified Small Business Providing Practical Solutions Structural Calculations for California Pizza Kitchen 7315 SW Bridgeport, Tigard, Oregon STC Project No. 1081 -159.3 June 28, 2011 (t.\.\ P �F 4 ./ 69173PE ii, Af OREG.' 0,, CH 09,i. NE J. CI /50 u EXPIRATION DATE: 06/30/2013 7827 Convoy Court, Suite 406 I San Diego, California 92111 (858) 278 -2400 I (800) 681 -8106 I FAX (858) 278 -2424 I signengineer @stcsd.com I www.signengineer.com STRUCTURAL TECHNOLOGY CONSULTANTS INC. 7827 CONVOY COURT, SUITE 406, SAN DIEGO, CA 92111 PHONE (858) 278 -2400 FAX (858) 278 -2424 PROJECT: California Pizza Kitchen, Tigard, OR SHEET: I of 2o PROJ. NO.: 1081 -159.3 DATE: 6/23/10 CLIENT: Chandler Signs DESIGNER: LR DESIGN CODE- 2010 OSSC w/ ASCE 7 Provisions UNITS; POUNDS, FT U.N.O ASCE 7 - Wind Loads 6.5.14 F= q *G *Cf *A, 6.5.10 q = 0.00256 *K *K *K *V K 1.0 (unless unusual landscape) I= 1 for structural category II K table 6 -3 Exposure C K 0.85 for signs , I= 500 (constant for L Table 6.2) V= 95 mph e= 0.2 6.5.8 G =0.925 ((1 +1.7*g *I *Q) /(1 +1.7*g„ *I or 0.85 c= 0.2 iZ c *(33/z) z= max(0.6 *h, zmin) zmin= 15 Load Combination Factor = 1.0 9„= 3,4 9 3.4 Q =J( 1.0 / (1+0.63 *(B +h) /Lz)0. ) LZ I *(z/33)` sign elem. # h Kh qh G s/h 8/s Cf pressure 1 8 0.85 16.69 0.85 0.33 6.00 1.80 25.54 2 12 0.85 16.69 0.85 0.33 6.00 1.80 25.54 CODE: 2010 055C WIND: BASIC WIND SPEED = 95 MPH 3 SEC GUST EXPOSURE = C STRUCTURAL TECH- INOLOGY CONSULTANTS INC. 9. I 1821 CONVOY COURT, SUITE 406, SAN DIEGO, CA 52111 PHONE (858) 218 -2400 FAX C858J 218 -2424 W PROJECT: CALIFORNIA PIZZA KITCHEN, 1315 SI4 BRIDGEPORT, TIGARD, OR SHEET: t OF 2o m PROJ. NO.: 1081- I5S.', DESIGNER: LR DATE: 01 -15 -10 cp CLIENT: CHANDLER SIGNS D . . a r U Conterminous 48 States 1 2009 International Building Code Latitude = 45.39500000000001 Longitude = - 122.751 a Spectral Response Accelerations Ss and S1 O Ss and Si = Mapped Spectral Acceleration Values T Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing r Period Sa m 0 (sec) (g) 0.2 0.929 (Ss, Site Class B) g 1.0 0.334 (S1, Site Class B) Q In A Conterminous 48 States 2009 International Building Code m g Latitude = 45.39500000000001 m g Longitude = - 122.751 1 Spectral Response Accelerations SMs and SM1 -s u SMs = Fax Ss and SM1 = Fv x S1 g Site Class D - Fa = 1.128 ,Fv = 1.731 0 Period Sa (sec) (g) °' 0.2 1.048 (SMs, Site Class D) �_ t 1.0 0.579 (SM1 Site Class D) i p i Conterminous 48 States r 2009 International Building Code a Latitude = 45.39500000000001 P Longitude = - 122.751 n Design Spectral Response Accelerations SDs and SD1 0 1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.128 ,Fv = 1.731 -( x 9 1 us Period Sa m r (sec) (g) i 0.2 0.699 (SDs, Site Class D) X 1.0 0.386 (SD1, Site Class D) m 3 g 0 4 -s u r LL m u Z n 0 m c, Q -4 M 7_ al u . - i cP t r Si z (P o 0 .a • Company : STC June 28, 2011 Designer : LR 11:03 AM Job Number : 1081 -159.3 California Pizza Kitchen Checked By - Joint Rpartinnc (Ry C:nmhinatinn) ( DL) 3 o 20 LC Joint Label X (k] Y ill Z [k] MX [k -ft] MY ac-ftJ MZ [k -ft] , 1 3 N1 \ 0 .267 _ .008 .028 ,005 0 1 2 3 N2 -.002 .32 .002 .009 0 .005 3 3 N3 -.004 .322 0 .003 .001 .008 4 3 N4 -.004 .299 0 0 0 .022 5 3 N5 -.001 Nkt. :.42 1 -.002 -.008 0 .016 6 3 N6 Pak .004 .31 .003 .013 -.006 -.022 7 3 N7 0 .156 .003 .02 0 .012 8 3 N8 .026 .36 -.007 -.02 .005 -.083 9 3 N9 -.01 .385 0 0 .01 .025 10 3 N10 _ .001 .21 0 .001 -.008 ..... _ , 11 3 N35 0 .033 -.002 12 3 N47 .012 .04 -.017 _ 13 3 N48 -.004 .008 .037 14 3 N58 -.012 .05 .009 15 3 N60 .028 .054 .012 16 3 N65 -.031 .067 -.004 . 17 3 N67 0 -.01 .006 18 3 N68 0 .007 -.002 - 19 3 N70 .002 .006 0 2 20 3 N75 -.005 .003 0 21 3 N84 -.02 .046 .028 _ 22 3 N110 -.017 .041 -.059 23 3 N121 0 0 .029 . 24 3 N152 .006 .003 -.031 25 3 N164 -.012 .028 .066 _ 26 3 N185 .006 .041 -.033 27 3 N193 .005 .003 0 28 3 N198 -.002 .006 -.001 29 3 N202 0 .033 .004 30 3 N209 -.012 .04 .016 _ 31 3 N210 .005 .008 -.027 32 3 N218 .037 .049 -.014 - - 33 3 N220 -.035 .055 -.024 34 3 N225 .038 .076 .007 35 , 3 N227 0 -.01 -.009 36 . 3 N228 0 .007 .003 . 37 3 Totals: 0 3.735 0 38 3 COG (ft): X: 9.622 Y: -1.15 Z: 24.572 • RISA - 3D Version 9.1.0 (\. ..1...1...1...1... \... \Chandler Signs (1081)1Projects \1081 -159 (CPK,Tigard, OR) \Engineering \Calculations \1081- 159.3.r3d] Page 1 Structural o ur Suite 406, Consultants, Satj 782 Diego, CA 921 :* y rt,1 _ - (858) 278 -2400 • (800) 681 -8106 • FAX (858) 278 -2424 P ROJECT: C PtU i SHEET i OF 20 • i _ _ _ .__. - DESIGNER. , - -1_ DATE: 1-' 1 - 10 ? PRQJ. NO 108'(,- L J�,3 �! a . } i r _ } i GNE6k� Qs � I� SE1SN1C, i ' -L 1 }- T 1 i t � _' rstt t o t 4_ ; i __ , . t i_; . I p`P 0.4 x _02 x p10 x W I I ' : -1 f P (ot ��' t'o P 1 + ° x . 784 ktp CCaov rzrts� 1 ; t 1/ i. _.,14._, L( 1- 1 , .. t ; - Q 1 . b x � � l 2 W ; t 1 � : , di i i I i 1 F P _ O. x o_o x l�o�.lP O_�la ' " T ' r. i j1 t : ' • - S 61 S1ytc DL = 42o # / P©LE (1'1Ax _ � 1 T - _ 0.2 gb x 42 4 - 1 I8 I : I. � = I � �' 4 -} 1 i-_ l(8 x # 1 .0 (062 ' ' ' ,t _a l . _ '.. } ; 1 1p ) _. t _- - a ._ . 5. ._5 = l` _ ► .... H _ 1 i t f r y 4 ( L' > i - [ l 5 '479 Pst O - x i Flo 35000 P51 = T000 X51 ok� 1 l }{ - -' 1 t k- f tr t _ I 1 . �I . -� --� -+-:__ .. --r -4 . - _ tf f � l ! t .i {i It { 1 - - t 1 f if { 1 f { � i -; - 1 ' 1 I I f!.I i • 4 J 1 I I._: }} ' -r- i- i , l . 1 1 1 t r r t. t i { I 1{ I i - t 1 r s , _,.1 i t l i �' .._i.. t 1 r{ l j l i' l ', l i. } � ii .. I i + 7 T F { i' ` I i { f 1' 1 I I {{ { ! i 1 1 f+ Fr Ili ' i `(, f f t I � i 3 f ' I 1 k -[ E 1 1 i i 1_ L t 1' j Lw_i- . F ._ 1 ' f t i ; i I I ; l a 1 . f _ x ,. i "` lt 1. i..; 1 1. i.4 i_ + }1i1 i -#-4i- I- 11_r}j 4.r?..i_kti} 2%1 i I , i i I l I � , r j , I l i i f L-1 + + { 1 ! + I + i T -L 1 I t t; f t . 1 f; i 1 1 I. ! 1 t i l { I I �� } 1 1 } r lS F t j{ 1 11 r _ . r I ? i f } { i I } , I T r - —t---- —,- { + k f-,. -i --, - 1 I I - t-- ;_ ^+_ t . - 1 ,-+ - 1- --- Y - - --- 1 , { Y . ll _ i. I ; 1 i t1 1 ;; } r t i .. 1. , l � I If i I I 1. 1 i 11 _F - jj - i i I- f - :1 I I I - - ` J I , t - , 1 1% - 1; { I I} f I. �I. 1 , I ; - ` : � , Ii , , �I t 1 • 1, ' i f ' ; 1 i 1 1 t i } i 1 t i 1 l 1 I 1 t I i 1:,i �' 1 I. r i 1 1 l 1 1 , I ' i l i Y I i i-1 a I ; ,,.- 1 1 f i I I i - 1 • , 1 iI i i I , I. 1 1 i 1 ! r r I � I. 1 c z Ali* A 40 4 4/1" p , Agitall. 111■ 4 1 m l "CO 41/#4,441 Ai stowdo mill.. _ i _-- _7: 1: 4,411 m /mow II 25.54, +��� "� �� `, Ai r Ar . � .f'U52p sf 4147,,..:14. , � r �l "1111111m Al 23 025 ,f t ftliiiii/jr a l f /11111111iiiii ir , 1111111111111111111107-,„,-,111*IjAr ir 0 ‘„ 23 0250011111111%%1111111111 �� - k — 111111.1111111111111101.1 -0 IN Loads: BLC 2, wind uplift 0 Results for LC 3, dl STC LR California Pizza Kitchen June 28, 2011 at 11:04 AM 1 081 -1 59.3 1081- 159.3.r3d 41; - z A la is , 41,...k Alliii -25 sf ►� �r _j , ••f�,j:;2 4 r �'� iiip arrilb, ., � -25psf , �.,, �� ril 40 0fte rimp Ar 441 41% 0 01111114 p ili 44 *. r imil Jaw ! Illalil IIIIIII IIII5P P A Ill I I I l I rr . I IIVII%l ., . 4 .i LW/ 41.I _ / l aceo f N. ,,W: 4 ' 1 ' N ft ir' ll 4411 1‘111* I lere i l 111 4 41 1111 4 11 - ■.- 411 NINNINIEN 7 s Loads: BLC 3, SL ND 0 Results for LC 3, dl STC LR California Pizza Kitchen June 28, 2011 at 11:04 AM 1081 -159.3 1081- 159.3. Company : STC June 28, 2011 Designer : LR 11:07 AM Job Number : 1081 -159.3 California Pizza Kitchen Checked By (1 hat 1 of 2o Display Sections for Member Calcs 3 Max Internal Sections for Member Calcs 39 - - -- - Include Shear Deformation Yes Include Warping No Area Load Mesh (inA2) 144 _ Merge Tolerance (in) .12 P -Delta Analysis Tolerance 0.50% Vertical Axis Y Global Member Orientation Plane XZ Hot Rolled Steel Code AISC 13th(360 -05): ASD (Direct Analysis Method) Cold Formed Steel Code AISI NAS -01: ASD Wood Code AF &PA NOS -05 /08: ASD Wood Temperature < 100F Concrete Code ACI 318-05 Masonry Code ACI 530-05/08: ASD Aluminum Code AAADM1 -05: ASD Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method - -_ Exact Integration Parme Beta Factor (PCA) .65 Concrete Stress Block - Rectangular _ Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Seismic Code ASCE 7 -05 Seismic Base Elevation (ft) Not Entered Ct X .035 Ct Z .035 T X (sec) Not Entered T Z (sec) Not Entered R X 8.5 R Z 8.5 Ct Exp. X .75 Ct Exp. Z .75 Ca .36 Cv .54 Nv 1 SD1 1 SDS 1 S1 1 TL (sec) Not Entered Occupancy Code 4 Seismic Zone 3 Occupancy Cat I or II Use Gravity Self Wt in Diaphragm Mass Yes Use Deck Self Wt in Diaphragm Mass Yes Use Lateral Self Wt in Diaphragm Mass Yes Seismic Detailing Code None Om X 1 Om Z 1 _ Rho X 1 Rho Z 1 Clpnpral Material Prn`tprtipc Label E i -1 . Therm 1E5 F Densi I' A 1 •en Conc3NW 1 7 .1 .145 111111 gen Conc4NW 3644 1584 .15 .145 i Will gen Conc3LW _ 2085 906 .15 .11 1E111 •-n en 4LW __ 2418 11 .1 .11 110111 g en Alum 1o." 67 iiFaiMINI 6 gen Steel 29000 11154 .3 .65 .49 7 RIGID 1e +6 .3 0 0 Hnt Rnllarl L tppl Prnp rtiPc L be el E (ksi] G (ksi] Nu Therm (\1 E5 Fl Densitvf /ft 3 YieldJ]ssO Ry Fufl si] Rt 1 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.2 2 . A572 Gr,50 29000 11154 .3 .65 .49 50 1.1 58 1.2 3 A992 29000 11154 .3 .65 .49 _ 50 1.1 58 1.2 4 A500 Gr.42 29000 11154 .3 .65 .49 42 1.3 58 1.1 • 5 A500 Gr.46 29000 11154 .3 .65 .49 46 1.2 58 1.1 6 alum 10100 3885 .3 1.29 .173 - 15 1.2 58 1.1 RISA -3D Version 9.1.0 1\. .. 1 ...1...1...\...1...\Chandler Signs (1081 )1Projects11 081 -1 59 (CPK,Tigard, OR) \Engineer ng \Calculations \1081- 159.3.r3d] Page 1 .. . ' Company : STC June 28, 2011 Designer : LR 11:07 AM Job Number : 1081 California Pizza Kitchen Checked By: , 8 or 20 ' Alt:minim., Prnpprtiac Label E lksil G [ksi] Nu Therm 0... Density[k... Table 3.3 kt FtuDssij Fty[ksil Fcy[ksil Fsu[ksil CL . 1 3003-H14 10100 3787.5 .33 1.3 .173 Table 3.3... 1 19 16 13 12 141 2 6061-T6 10100 3787.5 .33 1.3 .173 Table 3.3., 1 38 35 35 24 141 3 6063-T5 10100 3787.5 .33 1.3 .173 Table 3.3., 1 _ 22 16 16 13 141 4 6063-T6 10100 3787.5 .33 1.3 .173 Table 3.3.„ 1 30 25 25 19 141 5 5052-H34 10200 3787.5 .33 1.3 .173 Table 3.3.. 1 , 34 26 24 20 141 6 6061-T6 W 10100 3787.5 .33 1.3 .173 Table 3.3... 1 24 15 15 15 141 I-Int RnlIgkri RIPPI Rertinn RPtc Label Shape Type Design List Material Design Rules A [1n2] lyy lin4] Izz PAL J [in4L 1 column PIPE_5.0 Column Pipe A500 Gr.42 Typical 4.03 14.3 14.3 28.6 2 channel C6X13 _ Beam Channel A36 Gr.36 Typical 3.83 1.05 17.4 .24 Aluminium RPrtinn Apfc Label Shape - 1Iesi•ri List Material Design Rules A lin21 Ivy [inzli Izz fin4j, J it_ j_f , 1 tube ---- RT2X2X0.188 I Beam !Rectangular T..1 6061-T6 W i Typical 1 1.36 I .754 I .7 5 4 _ 1.1 J .Inint Rniindary rnnditinns Joint Label X in Y in Z in X - • . -• ,. Y Rot. k- r- • Z Rotlk-ft/radi Footing_ MN Ni WITIRM===triiMi R ti•n R= - i• Re- i• __ R-a i• iiraiiiMr2r4' = - MEM R- -c i.n Reac i.n Fta i.n Rea '.n R. - i•n MMINIMIMIUNIIIMINIIIIIMMUMT=MEMIMM R- .c i•n R-. i.n Re- i.n _ IllrIIII■Rll•IIIIIIMMFMTIMIGZT .ittell11111 R-- i•n EMITT •IMME I-- •• MEM I■ Reaction Reaction Reaction Reaction ctio liplallagg. N:M Reacti•n *Aim Re- cti•n _ IIIIFM N7 - -. i.n - - . • R-ac i•n R.a i.n R- - i•n R-. i•n II Reaction Reaction Reaction Reac i.n Reaction Reaction Reaction Reaction Reaction Reaction Reaction R-a ion ili :- - i• MZTRI., NIMMIZMIME R- - i. • 1 :... •• Reaction 11 Reaction Reaction Reaction 111 Reaction Reaction Reaction R-acti•n Rea i.n R-- i•• ETEMIIIIIMMININIIMETM, .11111.1111== 111M N60 Reaction Reaction WM . • •-.- - i• I i.• IIMII EMIE 17 N67 Reaction Reaction Reaction 18 N68 Reaction Reaction Reaction 19 N70 Reaction Reaction Reaction I . 1 = - i.n a = - :. L., ••1 N84 Reaction Reaction Reaction N110 Reaction Reaction Reaction N121 Reaction J_:_et ac i• R- - i•I N152 Reaction Reaction Reaction N164 Reaction Reaction Reaction N .: :,...,.•. ;.....•. z_._.•I N193 Reaction Reaction Reaction N198 Reaction Reaction Reaction N212 l mrzrzl litim -ac ion m liti#Ari mm li z i lt Arii MMIIMMIMIMIIIIIM WIIII N210 Reaction Reaction Reacti•n FaMMI ttea WEE R II= = II N225 Reaction Reaction Reaction Reaction N227 Reaction Reaction 36 N228 Reaction Reaction Reaction IIIIpmhpr Araa I nadc (RI ( 2 • wind uplift) .in : AotIBI .i •i. • 0 1 l = / .. • I i , • n i • = • _ En.Mir4I ll111111 WiliMMUMMEMIi LI:. N146 =11WITIli N229 N1$4 IMMINTEli 1111Fello FAME 25_,______ 4 1 11 N199 N203 N204 N201 Y Two Way N203 N i N207 N • N208 N 1. N204 Two Way N19• Y Tw imar o v Wd om, 44 ' . MilirriMMIE ■ .4 IIIIIIIIIIMM101.11 ■ • • .:. 7 77 : INEMPM11.11 =MM. 25.54 __ IHIMIMI N219 Two Way • -. 25.54 WM Milkin1111111111/ MEI Ni • N140 22* N219 • TWO Wa liniC 12 N216 N85 N106 Y Two Way 25.54 13 N216 N106 N135 Y Two Way 25.54 RISA-30 Version 9.1.0 [N...1...1...\...1...1...1Chandler Signs (1081)1Projects11081-159 (CPK,Tigard, OnEngineering\Calculations\1081-159.3.r3d] Page 2 Company : STC June 28, 2011 ' Designer : LR 11:07 AM Job Number : 1081 -159.3 Califomia Pizza Kitchen Checked By: Mpmhpr lima I nark (RI C 2 • wind uplift) (Cnntinnpd) 1 Of 20 . Joint A oint B Joint C in D Dir tion Dis ribu ion M . • ni • • 14 N216 �N135 P N136 Y Two Way 25.54 Mamhar Araa I nark (RI C 3 • Cl Joint A Joint 8 J. in Joint D Direction Distribution Magnitudefosfl 1 N199 N30 N54 N216 Y Two Way -25 2 N216 N29 N85 Y Two Way -25 3 N85 N106 N216 Y Two Way -25 4 N106 N135 N216 Y Two Way -25 5 N135 N140 N229 N216 Y Two Way -25 Racir I nad Cacac BLC Description Category X Gravity_ Y Gravity Z Gravity Joint Point Distributed Area(Mem... Surface(PI... 1 dl DL -1 2 wind uplift WL 14 3 SL SL _ 5 I nad Cnmhinatinnc Description Solve PDe.. RSS BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 dl +wl Yes C 1 1, 2 1 _ , 2 wt C _ 2 , 1 _ _ - 3 dl C 1 1 _ 4 DL +SL +WL Yes C 1 1 3 .75 2 .75 5 DL +SL Yes C 1 1 3 .75 RISA -3D Version 9.1.0 [\. 1 .. \._ 1 _ I. \...\Chandler Signs (1081)1Projects\1081 -159 (CPK,Tigard, OR)1Engineering \Calculations \1081- 159.3.r3d] Page 3 Company : STC June 28, 2011 Designer : LR 11:09 AM Job Number : 1081 -159.3 California Pizza Kitchen Checked By: Fnvpinrp dl7M n5 A sn Aluminum CnrIp ChPCkc 10 20 Member ha. - Code C.. • it h -r • i hir I. ' t. - ...F• - - - . - z -z m i 1 M 7 RT2X2X0.188 WM.: 1r0 17�� »0�r��� � � 9.0 .24' .249 SUM ninlini X71 , 1 1: if' 4I* 41%iI:F:1Miar WME 4' .24• 1111(711MINFZI WHIM fi ENIame•- it fad* INFX111111111 !•W111111MTI , M>t M 1111F '7 4' ninIF:71111F51 l■EFRcELlY4:01(1)k1:I:i.F7MRiy IIME TT1.1<MInin MirMW ' IMMT MEMMUkTlMENES1 WrignMilf42211:T.iErriZ Ni iff>♦Mn 9.0.1 mnirimmunmanirnmninim 4.1.2 -1 i IIMMMI:art - r - 'mAINFIF7 FIi1 7t'71111PHEI •F_>t__1 ■R_U__7 IIIIIMIFFMNI _l N1•MEIFF7flar4..14muliwFFcr :1>i1: F 7 maNnnEMIII IIMBIF SM >1I IIIII • IMEM _1■u : _ :: mnt 1>• i1__1IIc>•t1>■r1BalFEn7r1kliFn■n>t 4 1111 1 1 4 - sminumn {'lif:£1mu1•i1mmiluran mminun7 m a 11 1fi1FT1Tc1icT1Tc1ntn m M214 L )'N3d1iiCI:I® • III r tMIIIIIMIMEl'P7 •.091 9.091 Ur7t�iI .239 4.1.2 -1 __ v. LTifM7 .�'1•FED7FI FAFIfiF1l7F1IMMIMI1 1 • • • • 11 1i1 • •]fir 'ningwi Know iatitt : a:cluaf __ _ _ __ fl1i un .141 t�1•L"fi1FI S■F 7F S�� . 4• Flr>lilnti kl Mf W ('a�: _ 14 M262 k :1�F'.:1•1 1ili1 ■ELMIMMM 1■ . 4• rfailnirligniiignii EMI M241 RT2X2X0.188 .755 1 1 1 . 0 0:. worm 9.0'1 Wigni 9.091 • 0 24• .249 5111011EPTIENIM II1TM M222 lafa:v4:11i :I:1 r •7It>•i1 1•M1•i7i1MFMc'EMMEM>I >lg>ti1inE:lnnirnin P M 14 Erma :1:'mizt1■t1>♦I I .144 tr1♦riiironi 1 >t 11 . 24• 11117ii1i [w1 INEENIMIMn 747 li1Itf-lmli1n1111muin 4• 24' iIF1T1 •1c [illi l _ �1♦ M 14 '1r iFf1gm�11•i 1iJRiF7i7i11 .5mu11mE�11F1fi11`FE1FI[i1F•1�i1 `.Z M 44 Gllz{>iFfl it'>•i■ 1N ur1>•E7i1r1.5mc •11t 1 • rmirfi ' i11 >1i1fi1pi�Tc.a[i it WIE M242 $a Al1:1 L 1211 fN'TF>1FZfZIFIn • 0.1 It�1 � 5i 249 �110roIki�1 wmancrwr .main ormumwsuir1' 1♦t11■17i1 • ■i c urr •Ti■� m nnrszEi Nal M212 LIf'? (i aif:I:fMEF1■t>•i1 airMi 7i1 1 TiIi1 7r1M1•F> 5li 11 .24• i111MIV11wi IIRMILMF1 RT2X2X0.1:: 111 g1114 IEMI 1IUi`i 1•F >tI'X i U I*1 R .24' i1FIf.IIMMIESI mil M114 RT2X2X0.1:: 1♦tiui1 .117 Minn • 091 7.93' I�'1I5i •.0. 1 .249 5.24' D�IFI [fI1F_1 wwwa F>117� .' .' 1 rruir}7tii1�1F�:1•m1.17i1 1f r c�'>f� 11�T' si 11�.T' o it 4' ifi•IIIaf7[ 1 27 RT2X2X0.18: .664 m>♦D�I1 c11�'>■i717 • 0. 1 7.93' • 091 i' n .24• .249 17F'_3c11Bc1C . i 1♦ tsra G 7 °1•�>Iem'kk>• rran l •Ti 1 monm urr1• 24• 1fi1FT1Ti1R1>t[i��it i IIIMF11L~401141111•1• c 1 fife : 1 111Ii1 111FM 1 1♦ I fMMIENI ail IMMI WIIII ,c Hill RMICF1 MENFylil�[i T:iiMIIIM 1•l IFEM Ii' 1 T' N I 11 4• FINIFZEIMEICKEI M221 RT2X2X0.1 :: ..16 mimnorgautin 9.0 •� i • 191 X11 .24' Man .36 4.1.1 -3 iTc ra 1' I ' '{1riE1 cT7� [c1■t11■i1oriL-f:>mmriil! 1 • ��i>�Tcnwr •Ti■rli up>I 1IIIII fl ifcl[ 1 oimuns :Yg~aiiawz ♦F miiornu mL nErm1' i sm' m 1' iimin 4' 24• i1F'if1F11 -1 irrimmranittniiimentrunraimulsrsornnuamirirmamarimminmincrnm 4.1.1 - acFil l:ar.fit4A'J fit: I: 1MMS■[ -1.1FFIi11115!T:1♦[IZ:T-li7il i 11 1'-li 1'MIEFEM >tiiFIlEPTi1 4.1.2 -1 wI• zifr 11'if:u .11 >♦i1rFinr1>♦ inrr . st ommumnIt inrm 51[ nnn Nom M264 RT2X2X1.1:: •6 c1f�1 I • ' i • 0.1 •.091 .24' 1 71If21.774 4.1.2 -1 tcT __�c z �3'.y3'.l1�Cf:1 FI♦�cl■s1aT:__�clli�lilw1iliF Tc�>t 11f u 4' IFIFUNIIIMIRTI 4.1. -1 ucm nimma iiramri •t1>•noor:1m•nil um •>t 1'an 51 11 4• 1IFT1Rc'YIr W.5. wr11♦mmu1♦ : ' : ' wIrat'1♦0 11 >Ini> 11 51 Ti■ wrowirfniownim 4.1.2 -1 41 ■TERcl♦lAiaya31RLAMP ilt'1♦f1 1� 7tiii7i1rTi■ NanniriZE 9.091 ME7 .249 1111111MIMIMEM MIIIIMMILAY4:04ANNIMMINNMIIIMMTMIMMIllifIMIIIMPIMMEMTIIMPIII . _ 4. IIIIMIRI1E11115I t 11110 1♦ RT2X2X0.1:: 7It11♦ii����ni1� orm11 �i 7 .24• If 111 l cam• 14.1. -1 wrimair >f1ro1 ri m raguriiva FF nn 1 mr mmm 7 .24' FAIMINT.110111511 �il�cllif RT2X2X1.1:: EMEnnErZTAMMEniirren 7.9 5■ It .24• 1i11M1111 4.1.2 -1 Wif I :1wa:va 1 • .1 • 7 1 / 7 4. II c1 Ta[i�■ 47 X RT2X2X1.188 .556 WWI 0 :• F ipani1 9.091 1UINti • 0.1 .249 524' 11.303 FM 4.1.2 -1 >•1:1 mss' t1l iftc>♦i1/MItd•ni1TMi1FTck7 . IfSTZP.i .I1r r w 1 4 -1 Ml♦ r ' 7 I I : m 4 A I N : 1 1 7 I F r a 0 l l I 1 • NWIENi I F M 1 1 II 1 IN . 24• 24• 11 ' 1 1 - i 4.1. -1 w$7u1♦G 1 :f7 1nu>♦III ummt1>•itlil mEFncIT+11Fn1• n .24' riPZMIMIEFIEMEMER �f■�TiQcl♦L �:ti>lltll l•[I'1k?:10 '24 11IcT.i190 9.091 • 0'1 •0'1 5.249 4' MEMO l 4.1.2 -1 �f71 c1■1��1 '_ _' tar trial �c1•i1r1FFmmuinswirmion i 1 ' i� monmETZ 1111, :117:1[iREN c>♦�1♦ RT2X2X0.1 :8 .04' 9.091 7.93• 9.0 • 0 .24' 5.24' IBM .603 4.1.2 -1 t.? EKTIIIIIIGTEMIEMEMIIIMIIIIMMIEMIIIIIIMMIEFITI 9.0 Irtilla .24' .24• 17!11 4.1. -1 W if1 7I:1♦ NI I . �1�1i1 ' c'>fi I � ..0.1 4• . 4. 11111W1F-Zfcl[iiw.31 Milli c�111 Ii![ itI11 1• IMMIIr11I X. FATIMI■ FI •S•i:1' >1 4' 111110f1IMILIIIFII grai M268 RT2X2X1.1 :: 524 FICSIIIMITSFIVIIIIIIIIMM 7.9 ' ' i 1 5.24• 4• 17 "I� 1 4.1.2 -1 N „ 4. 1 I :{' Il ift>♦i1 'SFwt1>■L'lil 1'Ti�i lf�1r1'Tii�1�T' ii >1 �7i1IMI1[ i 7�CRIIMEM • 7 1•MMEI_M1ft1•IIIII mil• r■l • •11 IM f 7 . 4. 17IMk%W i1 EKSUc M RT2X2X1.1 :: .24• .24' F71 :1 j 4.1.2 -1 1vl� = 0.9 1g K. Lo ak RISA -3D Version 9.1.0 [1...1... \...1... \... \... \Chandler Signs (1081) \Projects \1081 -159 (CPK,Tigard, OR)\ Engineering \Calculations11 081- 1 59.3.r3d] Page 4 Company : STC June 28, 2011 'Designer : LR 11:10 AM Job Number : 1081 -159.3 California Pizza Kitchen Checked By FnvPlnfP dIc 14th(360_05)• dSn StPpl C:nr/P C:hprlrc I ( OF 20 M -m.-r h=" ••, . L.. • L h - -r it • L. • L. ' n •m L ,... •�� ,.� •m . •. 1 M7 •X13 .14 AWN E .005 111171111.11111111M21111 j 82..• � .042 0 2 M12 '4t' .14 11111 10: . 14 iNrais ism � �:'� rrommo' uissim � i� n • al 84 MiEMET15111 4 /■1111M5XF=MITMERTIENEWMFIMIIMIMMINIM=1111=1171111 14 M' 111 Itill M6 MIEWEI MP311 f70 .026 Wallin 80. 11 82. • cam .042 - �i' _ _ ___ w��'�'� • .ate mt»or� m :1n� �io m rm .4 ME M: r i 7 W_ .117 X10 � � innor U * P*-:I�� ..42 sum t�'n' : 117 t' EI •'i_ tI !ii_ FR 1 .'4 MUU:i5 I6' M23 PIPE 5.0 TIM»1111M111111MINIZI IMNIMEMIII0IM INIF/IMIWIMIM IIMIFT5t70 R .INF IFlt7FI TM 11111MMIWN17 ErFinmumo 'wamir'0 amErwrim am imci .142 irmm, ims Wig M4 IIIITMEMNIIM» WMIRIMII NIIMINSIMIll 14_ iM•1110' Mill M17 '110,711111117•10 »III TIMIIMIN AIIIIMITEIOIMETIN i ©�' «��Z!�ii�. k�Fi■ � � t��F�R��� 1iE ' PI 'E .1 ������ �� ���� �•l1F •2.1 ' ��'ti�' - - M21 PIPE .1 _____ �'�i W�� PIP I r :11 �� I '._MFG I � ��MiMt 7 21 M18 C6X13 0 8 M:�r 004 miF� � � ���i��i ornmE m .033 I�i■'� "it i 1.1 1 i�i�� i' IRE M28 . ti» I M "I! 101.101 E 4. 4 �M 25 M22 PIPE .1 • I NIVIN0 .003 WWII 101.111 I 14.314 _TEMMEE MI I'Z��' PIP I :_t'� "m I miM 27 M24 PIPE 5.0 �C�WMFINF c��i'�� c ct�• c��c�MEM WEIEIRM1111 PIP .1 MV _____ Z M "� U �' MEM PIPE .1 �MMS1 M ME'0 I III IIIIfrM___ 1T�M�' PIP .8 '��� � � ��'� I I�FZWIETI i�I T gK,ESS OE Ckr gCB =rzArit C PtpES & CHANNIeLS) rtQx = 0-I1-3 < I_o ak RISA -3D Version 9.1.0 n. ..1...1...1...1...1...\Chandler Signs (1081)1Projects11 081 -1 59 (CPK, Tigard, OR)SngineeringlCalculations 11081- l59.3.r3d) Page 5 • :14 It* Aire*dv A 4 h - P4 01 Z " r► re 0 ■A%r -4 ■41" ,Aire.p.■40;,_f4w./ Am' %14%11 41 -1 4 A0 - P401 *1111111111.4w424*L fAIIVAV ; � _ fr r 0 0 0 0 0 G 1 O STC LR California Pizza Kitchen June 28, 2011 at 11:16 AM 1081 -159.3 1081 -159.3 (T.O. column).r3d . Company : STC June 28, 2011 Designer : LR 11:17 AM Job Number : 1081 -159.3 California Pizza Kitchen Checked By: Fnvpinrp _/Hint Rpa�tinna Fo►Zc e T_ 0. P(pE / b - o . CH,4�IN.EL 13 v or 2 Join X k L Ylk] LC Z pt] LC MX [k -f(] LC MY pt -ft] LC MZ (k -f(] C N35 max .043 .136 5 -.005 1 0 1 0 1 0 1 • BM min .•1 1 N 4 7 a .01 • © moH 0 H 0 H 0 H iirm wm .x 0 21 Kin .308 KM'I•MU'I'EU'I'IE' - _ it ' � 11i 'IIUi MISMIM "MiMIIIIIM'MiM lirrinnowiumui _ __- a •'� Mid NEM 1 � 1.11 fi .'W'gii EMMU .,O EU . INEM rEMIWi'M'fi1•11111FINEMI11•1111'Zi1 14 -® I i WM -.147 �i '�i�'I'IiM "0 "M� ® N68 R .012 11 .005 .035 H 0 H 0 H 0 H �i[� I -II• I -I • I I • M N71 • • W.11 .012 sri�I 'W "� I 0 "ii' Z Mill ®��''0 -.012 IiU IU'II=MM B 0 iii N75 max .047 .02 ,002 EU ' I II I min -.04 -.004 -.002 H 0 e 0 B 0 IN N84 max .175 .334 .193 I • I _ ��' I � i��i ■ MMIMI'EiM'I'11i1'I'ti� "tip min . 51 0 .5 -.401 A 0 0 B 0 e N121 max -.79 . -.5 I:: I 1 I II II n - I.: - I • �� ..1=1/1111111111 fl max .001 .089 -.026 0 0 0 min -.007 -.095 -.083 0 0 0 m -x 1.1 17: 4 I I I IN N185 R H H H 0 II ? II ? II ® N193 max .035 11 .049 H .001 MI 0 II 0 II 0 H �! min - 17 -,17 - 1 • • I 1T� u I ® N198 ,007 H.044 H .001 H 0 H 0 II 0 II -is: -I: -I • I I N202 m a n ILf:�II��� O I I I I I II wil I�''eimmkT E. .214 SM'j��i l U I U S U W' - ® -.2.4 ''�i ��': 'Mi� Fl N210 - I I _0 ® 46 © : O6 H H 0 H 0 RI 0 H ii N218 aria' a H�H H 8 II U II ? • II N22I 'tip mu '�� mill '�iu'I'ul TIVIIIIIIIRMIIIIIIIMIENIMIMMENIFFIIIIIIIMINIMENNEIIIMMIRIMMIII wry' N227 max .002 II .02 H .033 MI 0 II 0 H 0 H • min -.I• 1 -1 • I • I IN N228 max .008 11.064 11.024 II 0 III 0 III 0 min -.009 -.037 -.018 0 0 0 C N36 max .698 .008 0 0 0 min I I. - ,1 - • I I I MeM ►42 i .271 0mommorumwir'uss'I'ti"mu Will 111717,1=IMMIFIIIIIIIIIIIIEMMIPMEIMMEM111=MUMM WEIIIIMMITM11112111'7111MWM 1.389 IFIIMNIFIEMMMMIMIIIIMEIWIIIMIEMMIMM WM MIIMIM I'Ei■MIEIIIIMMIMMM15 •'MiIIMIIIr IL Mid W' . I.I I .• 1.11 1 I'fiM "fiM0 _I_ ® 'EU 221 EiU 'Mi I U'tiR'I'0 1• IM rub- �______ ��WM�I IF'UM "fi'MiM'I'MiM WM ® IIMMII I 1 • MM 1 I : tEMI'iM H ms max KAN 3.314 A . 0 ii 0 ii 0 min -3.987 -.296 0 0 0 � m 11 124 I • • min -.635 -.051 -2.046 0 0 0 iii Fil r, N127 max 0 .946 _472 0 0 • 0 69 . N130 max .041 1.655 .249 II 0 IN 0 BE 0 H . 70 min -.016 -1.498 -.62 • • 1 71 G N132 max .021 .266 0 '1"M'I'M' i - I . -1., - • • tM'I'MM IMMM "fit 73 Totals: max 1.168 1 16.271 5 0 5 74 min 0 5 - 16.767 1 -1.454 1 RISA -3D Version 9.1.0 (\...\...\. .. \... \... \... \... \Projects11 0 8 1 -1 59 (CPK,Tigard, OR) \Engineering\Calculations \1081 -159.3 (T.O. column).r3d] Page 1 ' .f- i � Structural Technology Consultants, Inc. , i t , 1 + • :' 1 .� . � - _ r 7827 Convoy Courx, Sum 406, San Diego, CP_4.9Z,1 - _ ' ' (858) 278 -2400 • (800) 681 -8106 • FAX (858) 2782424 :- - i ! PROJECT: CrPlf,,0 j SHEET i4 OF 20 PROD. NO.: kis - i59..3 DESIGNER t DATE: 1 IS — 1D i_ _ GO GNQNNL = t . POST , 1 4 , ' ; • ; . ,L T ! -Jritt -tea ?T�H /'� - j _1 " ` _ - - _ t _ [ .'1 - '' -;-_ f_ ' ! ! ±•--T- l ..r-l-14-4- • ; . T. -�' !H i ' . , " FILL5T kt6l,t7 L. 2 r �" 1 a.- I I ' ! :I 145 b Ga AG I j 0. :x o oa P51 c Vi' D x -�o� I x a _. 1 1 . T ; _-r i- - i ' I r ' - - }' _ � SIDE x 2 -- � i ; ' �� . h - _ ..--t. : 1 I 1 1 + # �; 1 j r ` � , ( -�w > 371 ; VII } l � T i 1 i k 1 }! j 3, - -I 1 r - , ! f? 1 i 1 f _ i . , i ' i ji r irE {t }:, CClti 1 l �I G! CHANNSL ; a E . e e:bHNEcT(o� I . ! (co 5 8 2 8 / . 8 61.5 . .Try USE (.2) Y2 5 .6_ H-E5 . ; ,irtr, -J -; k -rr i 3 �r _ � iL t ` ; � , F ; jq�l = 2 ?ppo P(x o_(cica3 - . o /6ot . �._ _ _ 0 . 4 P si x 0_;11(3 235' 4/ 601- , k- c ro . v 120 T rLaN 6. I , �; ! ' t-i LK 4I.uri AN6l -E, 1 T}tl6K1�1Ss k . l • I- = xI(0.5o) / CA = .0g33 I N 3 fl 4 - 1:- fi , fb 414 0.0833 = `10 PSI : _ , b 9000 P5 1 0 . ,. -, , - US& 4Lur1 4NLE L 2)(2x /2 �A S 1DE i . . I 1 1- 1 f.• 4,i . ' - ca ns atifilia - f t __ --: --- L - t i - - � 7, I Convoy Cou , , Suite ' ' , San Pi,icigO CA iiii - I I _ i. _ I ! ' I i i is' (85 , #,8 -2400 • (800) 68I 06 • 1 1 � i - -f ; t 1. 1i 1 4t Httitii�i t1�I I i -1 1 1 , 11,' I ittrit 1 t t i f a - h t t ' — PR hi, -' t" K' SHEET 15 OF , 2o } + _ a � I iI ., Olt - L DESIGNER: L-K/ DAT _ i_ - t OJ NO. � 5� .3 � 10 , ! 1 ;', L--',1-' I tr!! i+ t - +_ - fi + ' 1 t{}±i11 4-4-1,, 4 1E -t! 4-14}4-{! 4111-1- 1 ; 1 4!!1!• 1 11 , r 1 i - ' i� _i- } . LN4,ntN61 ..TO -R .t"`_ . ,x1.61"1 C,�.:w.E C.T (AL..1 ' ) T 165 4/ : 828'- - t L _ USE / 2ALuM ; { ` I } i t- I } i , } i f CG �� t + r + f I hill W. { t — 4 , 1 it - - L� THt q : ;;t 1Itt - ' f_i+t11_, _ ■......... TT _ i i 4 t �- i - + + ` M 1 . - -t 8.2 x 1 / 2 - Co2R # , - 1�1 . �i _ t _.. 7 4 ♦t , t � l • �. -t r _ 4 f- { ` i r� -4 --1 1 t `� 1 621 / o,Q Bab. 1 1 t 1 I L i- { i - 455 't."5t- r I ri 1 I i �. - 1 4 1 , . j 1 .- I -- - -+ i J1 I -- j + -. t . - I } ( i -.. 1 }__ _. L 1 I i _i_. __t {': _ L - 1 _ 1 t ______I__ _. . _ _ , _ t---1 _ ry N __ _- -- —_ —. . _ -_ _ _ -_ __ _ rb i_ I ( I 1 i 1 i 1! i {- � - 1 ! i f I•-- 1 I � J r ,1 - + - _1 - -�- -; __ � r 1�= 20 ` x ' ,_ � ?�) ; __ _- ___ __.__ .___ _fi fr.— � - _ -- , ' Lt / 2 3: - 11 ,— li - - 1 I! - - -1- 1 : - ■ L�I I4 Ii.. - Y oit - 3 11 / b.Y T y H t I 1-i .' r i 1$44, - ti - -I Y . •- 1 Tel_ I -a1 1 � - I1- � t{ i4 ,,I 4ii 1;44 t� r ,'-- tt �i - +- r t :_T -- '1, , _ I 11 , -r1 L I T 4- 4 ; 1 H ATRA& 41461.e TNI G S i _ 1 ±' ty : I ' 1 ; 1-H- ! 1 t -+ . F i____1 N - 2O4 # x 1 " / = 102 #-1N # ., . 1 . . 1.61. , z .A' (0.315 / c0 0.0461 IN ' -I ' -_ t - 1Q25/-19o4G9 7 - QI82 Ps < 21 0 00 P CsTEc l , �_ig•El, f._ 1;61.1 41 L.E L 2 x 2 x /8 A. 5 idS 2800 Ps, (A uM) r - . 4r • Z : ' 1 4 �.. .:.: - 1 , oli k iii i, w04. ,„,„__ , AI le, ,,I!!,,.. . ,, 41. r: I A V, '` I �i:k �IIj' `` S . 1� if ,r aWi. i r f ..,,. kle i p: Vi , i . , r 77%,9 7171 . " 11 , 01 1/01.1. 11111 ` 7172 (4 " tr3 `6 ` S C 0 - n N 0 STC LR California Pizza Kitchen June 28, 2011 at 11:19 AM 1081 -159.3 1081-159.3.r3d ' Company : STC June 28, 2011 Designer : LR 11:53 AM Job Number : 1081 -159.3 California Pizza Kitchen Checked By: Pnvpinp _Mint Rparfinnc �7 of 20 Joint, X Ikl LC Y [k] LC Z pc] LC MX l'k -ft] LC MY [E-ft] LC MZ pc -ft] LC 1 N1 max .012 1 , .846 5 .055 5 .22 5 .15 1 -.018 5 2 min .002 5 -.463 1 -.052 1 -.224 1 .027 5 -.12 1 3 N2 max .005 1 1.116 5 .027 5 .138 5 -.007 5 .014 5 4 min -.009 5 -.803 1 -.046 1 -.206 1 -.049 1 -.062 1 5 N3 max .006 4 1.247 5 .004 5 .071 5 .027 5 .089 1 6 min 0 5 -.752 . 1 0 1 -.071 1 -.034 1 -.091 5 7 N4 max .04 1 2.022 5 .01 1 .009 1 .007 5 .224 _ 5 8 rov min -.034 5 -1.998 1 -.009 5 -.01 5 -.012 1 -.261 1 9 N5) max .028 1 3.369 5 -.01 5 -.038 5 -.004 5 .222 5 10 min -.027 5 � -3.776 ✓ 1 -.028 4 -.223 1 -.031 1 -.239 1 11 N6 max .083 5 L`{` 1.026 5 .029 5 .145 5 .084 1 .507 1 12 min -.104 1 , -.674 1 -.035 1 -.176 1 -.069 5 -.41 5 13 N7 max .009 1 .309 1 .055 5 .303 5 .01 1 .122 5 14 min -.007 5 .05 5 -.069 1 -.377 1 -.008 5 -.157 1 15 N8 max .181 5 1.292 5 .059 1 .15 1 . 7 5 .637 1 16 min -.183 1 -.909 1 -.057 5 -.151 5 -. 87 1 -.619 5 17 N9 max .017 1 1.666 5 .022 1 -.103 1 . 15 5 x!39 18 min -.031 5 -1.301 1 -.04 5 -.185 4 -. 53 1 .014 5 19 N10 max .028 5 .473 5 0 1 . 08 5 . 03 1 .188 _ 1 20 / min -.033 1 -.152 1 0 5 -, 09 1 -. 09 5 -.16 5 21 N35 max .167 1 .142 5 .2 1 1 1 1 22 min .023 5 -.141 1 .006 , 5 1 1 1 23 N47 max .181 4 .154 5 -.088 5 • 1 1 1 24 min .066 5 -.162 1 -.175 4 1 1 1 25 N48 max -.013 5 .112 5 .062 5 1 1 1 26 144IL min -.053 1 -.102 1 -.179 1 1 1 1 27 N58 max .521 5 .427 5 .04 5 1 1 1 28 min -.413 1 -.419 1 -.047 1 1 1 1 29 N60 max .178 5 .35 5 .117 5 1 1 1 30 min _ -.083 1 -.445 1 -.289 1 1 1 1 31 N65 max .108 1 .464 5 .088 5 1 1 1 32 min -.194 5 -.542 1 I = -.357 ✓ 1 1 1 . 1 33 N67 max .003 1 .075 1 .061 5 1 1 1 1 34 min -.002 5 -.048 5 -.114 1 1 1 1 35 N68 max .012 1 .005 5 .037 1 1 1 1 36 min -.008 5 0 4 -.021 5 1 1 1_ 37 N70 max .008 5 .012 5 .013 5 1 1 1 38 min -,01 1 -.002 1 -.022 1 1 1 _ 1 39 N75 max .043 1 .021 5 .002 1 1 1 1 40 min -.038 5 -.005 1 -.002 5 1 1 1 41 N84 max .263 1 .329 5 .157 5 1 1 1 42 t I - • • - • 1 ' _1- 43 N110 max • .674 1 .351 5 .552 • . 1 1 1 1 44 min -.617 5 -.497 1 -.354 5 1 1 1 45 N121 max .037 5 .034 1 .069 1 1 1 1 46 min -.04 1 -.022 5 .013 5 1 1 1 47 N152 max .071 5 .069 5 -.045 5 1 1 1 48 min -.09 1 -.075 1 -.067 4 1 1 1 49 N164 max .22 5 .179 5 .434 5 0 1 1 1 - 50 min -.189 1 -.189 1 \l -.695 ✓ 1 1 1 1 51 N185 max .125 5 .299 5 .261 1 1 1 1 52 min -.08 1 -.35 1 -.214 5 1 1 1 53 N193 max .038 5 .049 5 .002 5 1 0 1 .1 54 min -.042 1 -.073 1 -.016 1 1 0 1 1 55 N198 max .009 1 .044 5 .001 1. 1 0 1 1 56 min -.009 5 -.083 1 -.014 5 1 0 1 1 57 N202 max .304 1 .152 5 .335 1 1 0 1 1 58 min -.024 5 -.199 1 -.02 5 1 0 1 1 59 N209 max 1 ; .456 ✓ 1 .232 5 .125 5 1 1 60 min -.067 5 -.254 1 -.438 • 1 1 1 1 61 N210 max .029 5 .135 1 .043 1 1 1 62 min -.115 1 -.114 5 .004 1 1 1 1 63 N218 max .325 1 .217 5 .074 . 1 1 1 1 64 min -.277 5 -.196 1 -.088 5 1 1 1 65 N220 max .442 1 .37 5 -.01 1 1 1 1 66 min -.238 5 -.424 1 -.244 5 1 1 1 67 N225 max .259 5 V .535 5 -.048 5 1 1 1 68 min -.472 1 1I -.621 ✓ 1 -.265 1 1 1 1 69 N227 max .002 5 .02 4 , .029 1 1 1 1 __ 70 min -.003 1 .002 1 -.076 5 1 1 1 71 N228 max .009 5 .064 5 .024 5 1 1 1 72 min -.01 1 -.037 1 -.017 1 _ 1 1 1 73 Totals: max 1.168 1 17.513 5 0 5 74 min 0 5 - 15.524 1 -1.454 1 RISA -3D Version 9.1.0 [\... \... \ ... \... \... \...\Chandler Signs (1081 ) \Projects11 081 -1 59 (CPK,Tigard, OR) \Engineering \Calculations \1081- 159.3.r3d] Page 1 . • : C -- 1 iii Li ' -1 il• i:•;', Fh orluo ,•, - Itl i o*:, w , Hic;:i r"" • - I ' - 41 1 144 • 11 l • ir,=-„ - ,... i • 4, , ; , , j ___ L _ _ ._.t.,...___;,.,_..4_ , ,__„..,..:,,,...!_ i:.., .. ,,,,,,, • „, L -; iiii ..*' '-, ' ' 1 . ; , - t -- --- -- r - i — ''''' - '77 -1 1, - 1. - 1" -- 7 rT, ', !l_ri --- ;i • ;;; iHilogo,,,4„ :Ail f .' -F • - ,:s ) •• ',.. 242 ! :- ,- ;,, 1,, , '‘ • I: ; • 1- ••,- 1 -;• ]. — -- --; 4 1 ' I ; • t : 1 /• r T 4- ' • 11 : rh 44 ,---.4.,--,--;,--- ,, • ,;11, 1 ,1: , ' . ; ; i 1:!4 4!' : 1 " - , - I - 144"' : f • "- •1,f f -!I f " "", f Jif i,-H'' Hfi !W!.:1[H t i-IL,Hil i!L;l 11 f f ' ' ' f Liil ': 1 ' i f '' 'r itil __I__1___ ' 1 , _J_ 1 LI i j 4 t ' I 1 't 1 I. 1 i : , i - 1 , ■ , ,, !, •,, ,; ; i, ; ; i ■ I : i , ,; .. ; , l ' ; i ;1 , i ' . , , . ; - -- ;-- I- , -,-,-,-, -', ! ,-, -, 4 - 11i 1_,• 1! I:11' 1. 1"; !'"1 l'irt W 1 .. 1 1 1 • ; , •.- -; cl ...Au 1 ,- i..-F, .-,- i- f•-i----; I 1--t i--1, t I " •41 L t-,-,_; , i---1- t- ---1- i- •,- t•-• I- L i - 7 - T ; 1 , !! ,L ; , , , ' , „ ; ,,, !, ; , 1 r 7 - - r r ----- 1 - - i! .1 ! -- T!, - 1 -- T - 1 - 1 -- 1! 1 -,- I --- T - IiIH H ' 7 1-1 • t L -1.-TE-I-4 •1r 1 , - ,,4, ill __1. 4 . ,...p.1 r i _. ;.1..._ 4 -44 1 ,--1 -1 7 T7 ' !-- , . . • , -,-E - 4.1-r1 .,..,1_ 1 . i ,..,_ ! 1.1,41 .,, _... , Li z.:„..:,. , . , ! , ! .4._ i LI .... _, ' - + to -1---1-24! 1, 4,- 14•- 4 ! T t 1 i --1- - 1 1 , T ' ,.., 11, 1 , - tl : I T_ ti 1., 17 1 ', t ..L1 1 1 , T, ,, 1 , - ; _r, I, L; i__1 ir i.li-i ;,,; - i , _i , , ; t ; 11 1 , L i,_1;__ i t 1- 4 4 1 +4,_ i__H -Li-ii,i,ii i J -Li i LititLi-1 I 1 L [ Ht 1 ,- r -- -41.- I 424 !• , r [ ; ' r ktf - I, , , 11; , ": - HI i L Mi 4 l 4- -- MEI r ,--,i !- ti.,ifi b 3 1 4 1 4- - - 1 - 1 117 7 Mr1 - •11 - 1 11 - 1 - - -im 1--rl- 1!HI i'l-![1,-- - -- ii.' - - I , - t ' • . .4_4_, At 1J,... I . 14 1 ! ! f i! 1-4--r ' - 1 ,-, t • ,, i , - 1 ,-.1 !' -TL • 1 I 1 1 t. , ! , : ; ! r - ., 1 1 ;, ' ,, !, r 4 i ,;.. - iii!11 - .. _ i r!"!;!1!:.1!! 11!•, !I i - 11 11 114 1 ,r 1 !■ ft , ' : V --- - Li •44• 2 1 L \ i 1 4 ' ! • ' 4 t 1 ; `.• I — 1 ! ;,,, ' 1 4 1 -'• 4 _1 I ; , t .1 .1 t 1 t 1 !!'i!, r T , , I 11 1- 1 4 I: : , 0 1 I i 42a I' 1.u: ' r ,....• 5''1 'r, SG' . i ', '. ., 4 ! i 1 ; . i 1 i _ • _i; r__;3_; ' ri ; !!! ., [ , , • r - -: r 1 ,- t , :, • • I : ' ; , --1-!;. !•![; ; ,, - ,..,, , ,i!,_ ,,,,,,!,„_.:,. ;,,__ !., .,!__ , ,,- tt-t ,1,-•r -;tir tip,i ,41 •,•4 •--[ ! !!,:;;;;., iiIII 111 ! I, :!!!,,,i ,.4!, 1.1. 44 '4. 4 f-.1 f 1-1:1.-!• lilil[nr1 I ,1 t, [#.1 !ff.— -L---- ., , , , ! '-- ,' , - --", - t• -4-- tr: ! 1 j 1- 1 - ,, - -- : j r• ,_ - ft ..1. :, . 1. , ..i. 4 ', . i :,- ' 4 i I [ , 1 .; I- f---F- ' r '4 1 rl 1 ' 1 !! - '' {-1- !!--•';-,t-ii-11 4-r!•,,i-i-ILI 3-•,!!'.' , ,,,, ,,,,,-.:>,._,,,_ 4._,,,,,.,,, , 4 ) i• 'fl II - • l' 1 I ' ! • 1_ ! , ! 1 4,.1..1.1.11' 1.1H+4 -'' LilHi-;.hL•111--f:1-H. If tf 1 , F •:-!! rf1 , ! 4111-.1" 1 ""t1:-Ir!"( : tit , •': 3176 riir ! ! "---.. I ' ....L 1 ir I pi ! - T•r' k i! 1 1 li 1._' it. :_ :. '-, • i i t . 1- „ ' It_ ' - 1 i 1 ■c•, : piu, il i i'7!:ri1111H.111r, !, ,,:.,, .4._.....], .,_ .;.,...±'' ; ....1_4 L ,., • ..._.,_._. ' .4 1 . i4 ; i • .--- , --I -.H1- 2' i , 4 ;* , ,-.,:.; - ,,,,,_ ■/' : H---:.1-71-- ,: 1 [ 1 ,i 1 ttit - - 1 -- . iH-,. PO" I _ jif S - 1 ', .■ '''!- 1-9c..i t -e: - ' f r 1__:. ';_ tii-1- isf: :!;,;-, f- T, .,- -I , - - - - il, - F - 1 - 1,11 - 1 - il , -, f1:11-, 4 ii i4 ' rL ,`H Abb - ft- f - j I T E. t. :1 tL 4'. — 1 r - 1 ' p J _ H. 4 . __ 1. _ tr T . A ..L. f i i 1 i il: 1.11 " -- Ili - ., 1 1_1 , ! . • i 'f■I' r ' a 4 - T - tr L i. I— • fl .-1 , ,, 4 -- - !, . ' ! ---- al JJA , igiv.6■. - - , .. ' 11 ' ' ! ' . 4- '_/. P V F.0111 ' ' l_f..J ' .1._, • i ; 1 ; 1-1 1- „..„, 4 _4_, .,_, _ _±,. _4 i!;, ,,, ,,„!, , -1- ., , ,_.,,,_,._ ,,,,,„ ,,,, ,, fp,-., tti, or s ' il; r' 1 11 1:411.1 11 1 L 1 , 1 l• - 1 ! ,- ", 1 I 1 ! 1,,,iii--1-111 11 it1, !t11 11 ! '1 7 !' l li! ! -C- ' ' ' '''' !- " L 1!! l ' : a •-!'` 4 ! ! "' - - ; 11'4 1- • - !!'h`l!' !! -1- 't 11 -4-1 . I liii -1. 1 1 11 1 ",111 -1 11_ ' 11111i - 1,i 1,:11 1;! , •11 I1i ! 11, 11■ 11 ,1' 1 ,1 -1 ' ". 1 Hi44i1,1 HI 1 1 .1 41 1 '4in I H - 1:`H - 1 , ''H':Ii! ;1 Iht i r• 1 r'rn " 1 • - f r "1 1111 :' : !4 1 hi -1 • 4 1 4 1 i 1 . 4 1 i- 4 1 - I 1 I I i 4 - 1 - 1 4 1 i 1 1 , 1 1 1 , I 1 ' I iL _i_ I I : -I . -- 1 , 1 , 3 .. ,,r 3 1 :,_ ' i I 1 1.. 1 1 _,_ .1..._...1- ' I , 1--.1- 1 ". I.44.--,--: 1 - i l i4 .11. , ..g l i.. 11 i . ' 14-11 1 if f Hil ' - III [iti 4 41 . I r t . t 4 {4 1- 1 1 -11 , 1-- : •- 11 ,•1 1 -1 -j r - 1 :4 1, 1 ti fl i , 1 1 11-114.1 4 4 , I 1 '' 4 1 --- - 1 I rr ' - - *1 I II H if I ['LI .1, -,-1-1.1.t Hit ---. - i .1, i. I.. 1 t , J-. 1 }- i 1 L. i 1 t .1 i , 1 _ 1 1- I - 1 i -, i 1 ,' i i _ • 1 , , j I t t 1 ' __4' ti , . __, t ÷_. I_ __ 1 1 _ 1_ 4 . _i t , 1 3 T I t . 4,_ 4 : ..t. • , 1 . 1- 1 „ i _ , 1 • , , 1 41 _ f_ 1_1 4- , 4- -4 4 • 1 4 : -I. I- 1 I 4 I--•- - rt 1-- , l 'i t! - 1 ' '1" 1 1 - 1 1 - ' i - r f LT 11-1 14 .1-11- rlr' III 4 I'l il, J4:4_44 !. _ __, I- 1 - -I- T -{ - - I , " --- --I - I:, [ ' - •- i -; ' i - ' ! 1 r ; fs [ I" T !: 1 I. t ! i ill i " r 1 !', r ■ 1 F- -1 ' f 1 t 1- i- i 4- I- r , !--,- !!- •,,-,-- tj -1•71-1-14-4- , --rtrr---- , 1-; f f _,_,..H I.L 1 ;1_1,- - ti -I 1 ;07 + if1-1- -11-rti- ;4'4.4' 4 44,1 ii,,14,, rill!', _., 4 ,i41_1'„1,!, !iii '1,1 l:1 4 ,1-1,- 1: ; •Hil - 4 - 1 - ir!!‘ ' ,i,..,,_ t,,._1 1,i,[jr-■! 11 i",11!!!! 1 .1 ,1 1 1 , I i f ;114-.1.1'!;;•',1-11-1,, 111 li ": ' 4 17 , 1 : . i :1,,1444-: I r' 14 jil...[L 1 1 1 1'1 - 1 - . -4 4I 4 3i:4' ', :1: 1 -- • - i._,..,11, 1 ! ', ! !,,, • „., ! ,...1_ i,,,. ..., I. 4„ ,., ! .„.. i 1 4 _,..._ •._',. „,„. .;. . -4- .,- • -L. 4 ,- , • .r --i , - - - . - - !' - - ' .,......,.. ' , I. .. i.1,' ,.;:',',; : '! . .:' 1 ' i! I ' : I.'t :, :! ,,11: ,,: ;'!['. ''.;'1' i• 1 ,_, 1 •,',,. , 1 i i. ' I,,; , 'I ' • ' -I : ' ,, r -14 ;, ' i' ' t , 1 i . , • . ..i , i .• ! ! . . ! • L • Title : CPK Job # 1081 -159.3 Structural Technology Consultants Dsgnr. 7827 Convoy Court, Suite 406 Project Desc.: San Diego, CA 92111 Project Notes : OF 2 0 Panted. 9 JUN 2011, 11.27AM Pole Footing Embedded in Soil Signs1Clientsl ChandlerSigns (1081)\Proiecis11081- 1 59( CPKTigard, OR) lErgineeringlCalculatione1081- 159.ec6 oo i ng i ENERCALC, INC. 1983-2011, Buid:6.11.5.26, Ver:611.5.26 Lic. # : KW- 06008196 Licensee : structural technology consultants inc. Description : Footing (revised 6-9-11) ( pU E 10 56/9i 1 G Genera)FnforinatfOn -- - . Calculations per IBC 2009 1807.3, CBC 2010, ASCE 7 -05 Pole Footing Shape Circular Footing Diameter 30 in Calculate Min. Depth for Allowable Pressures Lateral Restraint at Ground Surface Allow Passive 130.0 Oct Max Passive 1,500.0 psf Controlling Values Governing Load Combination : +0+0.70E4-1 b Lateral Load 0.1190 k Moment 1.071 k -ft Restraint @ Ground Surface Pressure at Depth Soil Surface Surface Lateral Restraint Actual 313.36 psf Allowable 313.36 psf N 61 Surface Retraint Force 689.20 lbs Miniquired Depth �� m Re • Footing Base Area 4.909 ft"2 Footing Diameter = Z-6* Maximum Soil Pressure 0.0ksf USE FOOTING 2' -6" DIA.xS' -6" DEPTH App}!ed L46 Lateral Concentrated Load Lateral Distributed Load Applied Moment Vertical Load D : Dead Load 0.0 k 0.0 k/ft 0.0 k -ft 0.0 k Lr : Roof Live 0.0 k 0.0 k/ft 0.0 k -ft 0.0 k L : Live 0.0 k 0.0 k/ft 0.0 k -ft 0.0 k S: Snow 0.0 k 0.0 k/ft 0.0 k-ft 0.0 k W : Wind 0.0 k 0.0 k/ft 0.0 k-ft 0.0 k E : Earthquake 0.170 k 0.0 k/ft 0.0 k -ft 0.0 k H : Lateral Earth 0.0 k 0.0 k/ft 0.0 k -ft 0.0 k Load distance above TOP of Load above ground surface ground surface 9.0 ft 0.0 ft BOTTOM of Load above ground surface 0.0 ft WitelffitalleagniaallEN +D+0.70E+H 0.1 1.1 2.50 313.4 313.4 1.000 +D+0.750Lr+0.750L+0.5250E+H 0.1 0.8 2.25 284.7 284.7 1.000 +D+0.750L+0.750S+0.5250E+H 0.1 0.8 2.25 284.7 284.7 1.000 +0.60D+0.70E+H 0.1 1.1 2.50 313.4 313.4 1.000 Structural Technology Consultants, Inc. - 7827 Convoy Court, Suite 406, San Diego, CA 92111 (858) 278 -2400 • (800) 681 -8106 • FAX (858) 278 -2424 PROJECT: C- F ' - TI GARD SHEET 20 OF 2o PROJ. NO.: I08 ( - I r j ` �_ 3 DESIGNER: LK1 DATE: G - 28-11 . L t~ (o ht rye CT I ON F/ -'\ E) s r` A • 17 4 nax Y = �q5; LISE /2 5.5._.x. L•� Tail 7- 22500 Psi x 0.191 = 441 Co # �Ia = I2000 x 0.1963 = 235 lsficrz. Y C.I�t;Gr#C. 131.OGECI hl 6 � = 21 H X (014 X 2.I /�} : 4041 4# -11-1 • sb = -too P5( CP.F # 2) K.EQp 5 = 4404 / 9oo = 4A9 IN < 5 -721 _ST 3x�) Use 3 xtCp it 2 t1fN 17. ALT. 1Kil SLoc,KIN f 0./ MN (2) - 3 /8''y5 LAG 5G1Ui,JS C, 571117.