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SGN2010-00091 CITY OF TIGARD SIGN PERMIT Permit #: SGN2010 -00091 COMMUNITY DEVELOPMENT Date Issued: 05/20/2010 TIGARD 13125 SW Hall Blvd., Tigard OR 97223 503.639.4171 Parcel: 2S110DB00500 Jurisdiction: Tigard Name of Business: Sonic Business Address: 15336 SW PACIFIC HWY Applicant/Agent: Sonic, Work Description: Installation of (1) one permanent 28.64 s.f. wall sign Permanent: Yes Freestanding: No Freeway: No Temporary: Wall: Yes Electronic: No Billboard: No Balloon: No Banner: No A- Board: No Sign Dimensions: 8'x3.35' Total Sign Area: 28.64 Wall Area: 429 Wall Face (Direction): East Sign Height: 15 ft. Projection From Wall: 8 in. Illumination: Internal Materials: Plastic /Aluminum Electrical Permit Required: Yes Building Permit Required: No Total Permit Fee: $40.00 Conditions: This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. A permanent sign must be placed within 90 days from approval date or sign permit shall expire. A temporary sign shall expire 30 days from validity date. A balloon sign shall expire 10 days from validity date. Approved By: k —Q-Q /l - Permittee Signature: -_ � � / Y� CITY OF TIGARD RECEIPT I - 13125 SW Hall Blvd., Tigard OR 97223 atria , 503.639.4171 T.WG • AAD Receipt Number: 178024 - 05/20/2010 CASE NO. FEE DESCRIPTION REVENUE ACCOUNT NUMBER PAID SGN2010 -00091 Sign Permit 1003100 -43115 $35.00 SGN2010 -00091 Sign Permit - LRP 1003100 -43117 $5.00 Total: $40.00 PAYMENT METHOD CHECK # CC AUTH. CODE ACCT ID CASHIER ID RECEIPT DATE RECEIPT AMT Check 71157 KPEERMAN 05/20/2010 $40.00 Payor: Vancouver Sign Company. Inc. Total Payments: $40.00 Balance Due: $0.00 Page 1 of 1 Exhibit B I r v.) CITY OF TIGARD Approved (X Conditionally Approved . .............. ..... [ j For only the w as described in: PERMIT NO. - .8 N 2.0/ 0 - 9,/ See Letter to: Follow._._.._.__. _ _.. - I ] Attach . - [ 1 SONIC 4x8 SF Job Address: l �33L, SaJ - DOUBLE DELTA WALL SIGN BY : - __Cs.� Date' -- ss',r S/- "Z PAINT SPECS; ELECTRICAL SPECIFICATIONS .. --2 RETURNS - BLACK UL APPROVED SIGN AREA: 11.83 SQ,FT. COOK NEON SIGNS, INC, . T i snivice TRIM CAP - BLACK VOLTS:120 APPROXIMATE WEIGHT: SO LBS 5882 Now Manchester Hwy FACE - OK. BLUE- PMS 2728 CIRCUITS: (I) 20•AMP FACE- HIGH IMPACT (.125) ACRYLIC: -- RED- PMS 485 SCREENED SECOND SURFACE Tullahoma, TN 87388 Aamerkaas lr. LT. BLUE— PMS 278 PANNED AND TRIPLE EMBOSSED 481.4859944 YELLOW— PMS 109 17! SIGN PERMIT APPLICATION_ City of Tigard Permit Center 13125 SW Hall Blvd, Tigard, OR ` 3 t V D ,.., ,.._.,,_ . Phone: 503.639.4171 Fax: 503.598.1960 a 1 _ � - MAY 1 n 2010 GENERAL INFORMATION CITY' T!(ARD • - "RING Name of Development /Project FOR STAFF USE ONLY Site 5O'n,l L Address S treet Address ( �, � 1 0 V 0 C) q / / Permit No.: _ Location 15 33 ( 51,o H wY ck 1 Expiration Date: Suite /Bldg. # City/State Zip i T; 0aeck, OR c t 7 Z2 9 Receipt #: Name Approved By: (fait/ / Date: LS! 8 ( 0 Property f Owner Mailing Address Suite Map /TL #: Zoning: C,C) City/State Zip Phone Tenant or Name Electrical Permit Required ?s ❑ No Business 5py1, ∎ C- Building Permit Required? ❑ Yes ©-"1<10 Name Rev. 7/1 /09 ' I e \curpin \ masters \land use applications \ sign permit app.doc Sign \)64140 VA) e 'C Contractor Mailing Address Suite (Prior to permit 2 600 to Andresen, Rd DSO 50 issuance, a copy of all City/State Zip Phone REOUIRED SUBMITTAL ELEMENTS licenses are �3ra0 693 q 3 (Note: applications will not be accepted required if d W q�6G l without the required submittal elements) expired in the Oregon Const. Cont. Board License # Exp. Date City of Tigard's 6 3451 database) ❑ Completed Application Form Proposed ® Permanent ❑ Freestanding ❑ Freeway ❑ 2 Copies of Site /Plot Plan, Drawn to Scale Sign ❑ Temporary 6gC Wall ❑ Electronic (3 copies, if a building permit is required) (Check all that ❑ Other ❑ Billboard ❑ Balloon size requirement: 8'/2" x 11 ", or 11" x 17" apply) �l vg New sign? ❑ Alter to existing sign? ❑ 2 copies of elevations, drawn to scale Sign Dimensions: i i (3 copies, if a building permit is required) A 3 , 5 g size requirement: 81/2" x 11", to 24" x 36" Total Sign Area (sq. ft.): y UK— c 11u .0 `f y .5 Zs .e.1-1 ❑ $40.00 Fee (Permanent sign, any size) nJ Total Wall Area (sq. ft.) u t� V " Sign Data cP cl 7 1 Z.? ' El $19.00 Fee (Temporary sign, any type) (Complete all Direction Wall Faces (circle one): items in this NOTES: section) N r� j• W NE NW SE SW Height to top of sign (feet): / 5 ' • Wall signs do not need to be drawn to scale, but Projection From Wall (inches): ." must include dimensions of wall face and sign Copy: 50mi c. placement. gt� L l au • Wall signs do not require site /plot plans. Materials: el /A ' • Freestanding signs over 6 ft. required a building Will sign have illumination? C] Yes ❑ No permit. Type: ® Internal ❑ External • If work authorized under a sign permit has not been Are there any existing freestanding or wall signs at this location, completed within ninety (90) days after the issuance including wall signs that overlap a tenant space? of the permit, THE PERMIT WILL BECOME I=1 Yes MI No NULL AND VOID. If "yes ", a list or diagram of all sign dimensions and square footage must also be submitted. (OVER FOR SIGNATURES) I hereby acknowledge that I have read this application, that the information given is correct, that I am the owner or authorized agent of the owner, and that plans submitted are in compliance with the City of Tigard. ? th. DATED this I J day of it4o_t , 20 10 Signa r e of Owner /Agent ! g a i t Storni) 3490 03 LI 77 3 Contact Person Name Phone No. r. • ` Q ! ` I X706 8 • ARCHED DRIVE -TMIVU / ^\ Q PLAGAP i ARCHED TOWER GAP f n AlIN6 \ DRIVE-THRU l TA PARAPET APE Q REF A/3.11 .0 P TOWER GAP El \ —_ - 1 73, -0 - M. T.O. PARAPET N. A , 1 • L A Y % V u LEO 5I6 "PULL LED 316N 1 A T 2LIbHTIN6 e•% � f J I � �. ,. i . Z NIG - _.(�� ", •� :-+`� s • - DY OWER I� f MENU ALL TRESH EVERY J .. __ - c ' DAY' BY 3AOB A TIME BY A7AO3 - WNER OVERF • �_�= OW'EI! T.O. PARAPET - —� O C r TA, PARAPET _ — � I - - -� � i � —_ S� T.O. VEST. PAR. 7777 —� _\ II5 -S' .� - ' : . ORIG STAMPED 4 EMEND STALL = �___ I� �� 68055 BUILDINb WALL AREA 9,664 S.F. I � _ ..: 1' - _ SIGNED RI BY CAAROII'O _ - __ - ��\ & ROSS AREA 15I S.F. 4.17 ` ry rt - '~, GANppyARglldp GARLSON VEIT DRIVE -TNRU = =/ STUCCO bLAZIN6 AREA PERGEMAbE 16 .1. 6 1 BU - DRIVE 1.44 - ARCHITECTS PL. • TRLIGT. _ SPECIFIED in I v J 1 BUMP-01.44 -REFER - ��_��_- JOINT `� Q L t 1 . J STRLt; Q CONTROL - 77 7 _ � ® CONTROL h Y _ . JOINT _ - 7777 -- P. CONTROL .. ' - `;� n ii:i iYY•IY LD AG.E '{ I 'Q - , BRICK VENEER • N �/ I ®� kl, O O O, I REF SPECS. 111 109 ❑ . ®! _ 4 I 1 --_ -� ELECTRICAL p Z 777- -- 77 -- 7 - T. 7777 - - - f 7777 l O -- 105 SERVICE REF a --Z-=-1 - - 7 7 777 _ 7777 -_ -7 - -7- 8114GK V!W _ 7777 -- 108 - ,�__ =_ - -- 0 I� _- E ■ -- ------7- -- 777-7 -777 7- -_- 77777777 777 - - - _ _ /°' BRICK VENEER W Y 777777 -7777— 7 77 7777 — 7777777- T.O. SLAB = 77 7_ 77 7 7 77 �_� T.O. SLAB N \ T.O. DRIVE --- 7----- 7777 -- _ °__ = _ = _- ■ 7777 —_ - = I oo ' -0• • „, ,, _ _�° _-_ = : -= —.7—m I -- = _ - 100 -0 - V1 T. 99 _8• ( ,JCS* EL EVATION PA TIO WALL NOT SN FOR ,-...• ■ SERVILE YARD NOT 07 02 OAST _ EVATION CLARI R 1/4" 1' " = -O .. 1/4" 1,61.-0" N 31101'N iv. CLARITY a (p , • , J GAP ARCHED • Z " " �< FLA9HIN6 \ , DRIVE -THR) TOWER T REF A5.11 - ` 111 d TOP OF PARAPET 7_777 7777_77 _7_77.__7_7- 122'_0- c 2 �� C E S16 NAbE BY I - -� -� /L 1 I /. _ ��• 10 W _ 7 .'l, O I V . < FLOOD LIb a E PLASNIN6 -I GAP LINE OF ROOF A2A.02 AT ) OWNER '-- — ` 77u 777�'' i._ _ I C E SLOPE BEYOND AT DRIVE -THRIJ - STUCCO VEI'FER L� • mom TOP OF PARAPET . 02 A5 SPECIFIED = • __ 7 - •-•. , ...•••••••• ` 7 41-12 O 8YE1M _ :J u W . a A REF. E2 - - - -- 7777 _7_77_77_77 77 . . _' _ O ^ ~ f 1C -S• M. G2 - - _ 11 0 - tri 5 -B' F 1 G _ _ _ 7777 —_ I W E d I ,p L - - ■ T __ - T - - ..I1. - � 777 _7777 777777- I ' - -i= =777.._77. _ --7� 7 777. 777777777- _ 777 777777_777 EXTEND STALL < < • ` �. 7777 - _ _ - 77 REFER TNRU i1 (© BUMP-OUT ;n REFER 3TRUGT. 1 ppp R NNW I �_ SIGN DY OWN O NCR - 1=- €€ U = 7 7 11 � 7 777777777_7_7_7_777 7 = 77 777_7_- 777777 _77_7_7_7_ �7 �.� 7_7_7_7_7.7_7 ® '7 — 1 O > O > 6 E. __7_7_7 _ 7 7777 7 � _7 7 �___ 7777 __7_7_7 7777 -7_- 7777_777_7_7_7_7_7_777_77 .777777777 77 7 _ 77 0_ F ry c7/t 7777 777 77777 777 _7777 77 7 7 77777_= 7_7_7777_7_7__7__ 7 _ 7_7_77 _777_7_ 7 77 _ O U ot{ 0• -O' � F7z u•.i•.i 777 - 77— 0 U y x 10 .. p � n 5 AWAY. _ — �° o , p LL l : O 'North ' ELEVATION S BOARD BY OWNER, JOINT IN BRIC PROVIDE E.J. • TNSIDE Q QL9 VENEEIX AS III CENTER ON J -BOX, MASONRY /� iTP. BOTH _ 1/4' = I' - O" 0 `� rn REF. E2 SPECIFIED SIDES VEST) V R O IP A2A.0I 1@ Ill ,� s 0 ARCHED D RU RIVE -TN 1 5 G AP FLA5MIN6 RE i i T OYE R GAP - BEYOND ■ I ' IV I 1 : i I i' AO.I - M. • TOP OF PARAPET 1 _ 122' -0" 1� _ , � I S - = - =_ �y`;y�1 SCUPPER - PAINT TO MATCH BRIGK O- � n=,� ='."” E S16NA6F BY OMfER ° 7 = _ 77 _ r- V'0 - 3 DOWNSPOUT - PAINT TO MATCH BRICK U , r . _ W ==. = - �3 _ � _ -= 7 7 - = GAP FLASHING. / : : c LINE OF ROOF STUCCO VENEER A2 z �"-- ^ __� � �- REF A8.11 SLOPE BEYOND T.O. PARAPET O _� Q y Q 1 4 14 -0 14'0 11 • r1 > = 2 W J I Y , �' N _ J R 11.-•T o W z 5 F o : .� o z 2 W 7 77 - 7777_777 777 7777 7 7 7 _ 7777_ 7777 __ — ° = =r== 7777__ _ =====7 -° __ _ - __ °- - SHEET _ °_— __— — _____ =7i7s _ _— _ — _ ==== —t = _ _ t __ =7 —_ — 7 _ , _, � 7 ° _ p 77 77777777777 77 7 77777 = =77 = 7 =777 77777 77777 7 7 77777 7 7 = 77 777777 . 77 7 77 777 777 7 IIO 77--=V __ 777 —� 0 = = == == ®_ = -_— -- -- - ,_- __._ _ =_ _ 777 A2 100' -0• 04 South : ELEVATION - EXPANSION BRICK VENEER POSTER DISPLAY ADA RESTROOM DWG: JOINT M BOARD BY OWNER. 516NAOE - M. • 1/4" = ILO' MASONRY CENTER ON .1-130.1-130X, -ox, REF. RESTROOM DOORS 02109 EOM 52 SCAgg 9 8' -0" Top Sign: 32 Sq. Ft 39 3/16" x 66 3/4" OPTEC MESSAGE CENTER SUPPLIED BY OTHERS rn l EMC: 18.31 Sq. Ft - - ■ 0. 66 3/4" • Tenant Sign: 19.5 Sq. Ft. 9 0 N ' 6' -6" x O Total Square Footage: 69.81 Sq. Ft. SONIC FAMILY OF SIGNS 30 at 20' OPTEC EMC by Others COLORS: FACE: CABINET: BLACK ANODIC ENAMEL HIGH - IMPACT (.125) ACRYLIC COOK NEON SIGNS, INC. "-ik II J � FACE: DK. BLUE— PMS 2728 SECOND SURFACE DECORATION '�� �` RED— PMS 485 PANNED & TRIPLE EMBOSSED 5382 New Manchester Hwy America's . LT. BLUE— PMS 278 Tullahoma, TN 37388 Drive -In, YELLOW— PMS 109 931- 455 -0944 LISTED Family Owned and Operated for Over 50Years a. m i OS STRUCTURAL TECHNOLOGY CONSULTANTS INC. s 1821 CONVOY COURT, SUITE 406, SAN DIEGO, CA 92111 PHONE (858) 218 -2400 FAX (858) 218 -2424 0 z D V PROJECT: SONIC, 15336 SW HWY 99, TIGARD, OR SHEET: I OF 4 2 PROJ. NO.: 1159 -84 DESIGNER: VH DATE: 05 -11 -10 CLIENT: VANCOUVER SIGN GROUP D u I. GENERAL NO FOR POLES A F OOTING: Z 8'-0" r I. CONCRETE DESIGN AS f c =2500 PSI., MIN. o 5' -b%4' SPECIAL INSPECTION NOT REQUIRED. I �' 2. PIPE STEEL ASTM A53 GRADE B. 1 _� 3. ROLLED STEEL ASTM A36. i 4. GALV. BOLT STEEL ASTM A301. a 0 5. SIGN CABINETRY SHALL BE FABRICATED IN THE -I SHOP OF AN APPROVED FABRICATOR - 6. SOIL PASSIVE PRESSURE BASED ON 2001 OSSC 2 m TABLE 1804.2 CLASS 4 MATERIAL OR BETTER. 2 . . - 10"- SPECIAL INSPECTION NOT REQUIRED. (IF SOFT . :I 01 _ OR SANDY SOIL, COLLAPSING OR UNSTABLE -4 m - B SOIL, ORGANIC MATERIALS OR GROUNDWATER o :, ARE ENCOUNTERED, IMMEDIATELY CONTACT THE A ENGINEER OF RECORD FOR ADDITIONAL 0 0 FOUNDATION REQUIREMENTS.) B 1. SITE IS NOT SUBJECTED TO WIND SPEED -UP m dl in EFFECT (Kzt < 1.0) AS DEFINED IN SECTION 6.5.12 OF ASCE 1 -05. CONTACT ENGINEER OF RECORD T V U .. IF SUCH EFFECTS ARE PRESENT. i 8. PROVIDE ISOLATION OF DISSIMILAR MATERIALS a / 6' -6 / FOR ALL ALUMINUM TO BE IN CONTACT WITH A STEEL. g 9. PROVIDE SLOPE AWAY FROM BASE OF POLE. t 10. PROVIDE PERIODIC SPECIAL INSPECTION FOR 9 w (., FIELD WELDING PER IBC SECTION 1104. f ' n II. ALL WELDING SHALL BE PERFOWIED BY AWS 6 f IL Q. CERTIFIED WELDERS USING E10 ELECTRODES \ \ a0 = OR WIRES AND AWS APPROVED SYSTEMS AND 1 � � '� � ��/� PROCEDURES. • W \ / �� . � j % TYP. 3/16 ' 0 I/I w — TYP. rI 11 7 "o GALV M.B. 3/16 ��� � x P ALUM. MEMBERS ISOLATION, TYP. m A ELEVATION TYPICAL SADDLE a u O © DETAIL -I • i f- 05 i-4 D2 `� � � �r , P N O s, 4, �? X I/4 (v 69773PE / �� x cn - - _ i U1 , " p - 1/8 1 -6 w —IZ �, Lo� s�i /ZOIv 4 PLACES 1/4 p 1 O �ANE � (EVENLY DI le 1 t I SPACED) 3, x IV O z [EXPIRATION DATE: 06/30/2011 I © SPLICE DETAIL a o ■. W STRUCTURAL TEC1- NOLOG't' CONSULTANTS INC. 1821 CONVOY COURT, SUITE 406, SAN DIEGO, CA 92111 PHONE (858) 218 - 2400 FAX (858) 218 -2424 n t. W PROJECT: SONIC, 15336 51 HWY 99, TIGARD, OR SHEET: 2 OF 4 9 2 PROJ. NO.: 1159 -84 DESIGNER: VH DATE: 05 -II -10 to CLIENT: VANCOUVER SIGN GROUP t> u r Y. DESIGN CODE- IBC 2006 / OSSC 2007 0 0 units; pounds, feet u.n.o. m WIND (wind governs design) m x218 Basic Wind Speed: 95 1 Exposure C to w Design Wind Pressures (psf) Heights; 15 25.54 r P 20 27.04 Area Force Arm Moment t- 5.8 149 4.4 652 0 fl 19.5 498 10.2 5095 0.3 9 12.0 102 m 15.4 394 13.6 5358 2.8 75 9 15.3 15.8 1147 m O 0.3 143 n 3 865 18.0 15576 i w 76.2 1999 28073 Footing Design A • IBC Table 1804.2 6 Sec. 1804.3.1 V Footing Type: square ti $ Soil Pressure(150x2): 300 b= 4.24 51 =Sxd /3 51 =619 a ° O i A= 2.34 x P / (51 x b) A= 1.78 i t d =0.5xA (1+ (1 +4.36x h /A) ".5)= 6.19 cli Footing size: 3' -0" x3' -0" x6' -3" Depth o Column Design il l Pipe Steel - ASTM A53 Grade B -I Moment at base ( # -ft): 28,073 0 ILL i Required S (in 16.0 m I S = Moment x 12 / (1 *21000) m x ir H M S req'd. Size (in) lbs / ft t (in) S m g 0.0 28,073 16.0 10.0 40.5 0.365 28.1 , USE ALT. - 8.7 11,273 6.4 6.0 19.0 0.280 8.0 w LL ALT. m I3 Check Flexure in 8" Pipe. t= 0.322" Der AISC 13th Edition m 1) YLS: Mn = FyZ (F8-1) Mn = 35,000 psi (20.8 in. "3) = 728,000 lb in / 12 = 60,667 lb ft. m Mn /Qb = 66,667 / 1.67 = 36,328 lb ft > 28,073 lb ft OK U i I 2) LB: Check if Section is Compact Lu D /t= 8.63/0.300 =28.77 z w 1- Ap = 0.07E / Fy = 0.07 (29000 ksi) / 35 ksi = 58 m o D / t < Ap - SECTION IS COMPACT LIMIT STATE OF W i LOCAL BUCKLING DOES NOT APPLY 0 W z z m O (1 C w 5 Oil STRUCTURAL TECHNOLOGY CONSULTANTS INC. 1821 CONVOY COURT, SUITE 406, SAN DIEGO, CA 92111 PHONE (858) 218 2400 FAX (858) 218 -2424 D 1 ( PROJECT: SONIC, 15336 SW 4-INY 99, TIGARD, OR SWEET: 3 OF 4 9 PROD, NO.: 1159 -84 DESIGNER: VI DATE: 05 -II -I0 CLIENT: VANCOUVER SIGN GROUP r u r u k ASCE 7 -05 Wind Loads ° z p 6.5.14 F= gh *G *Cf * m %% 6.5.10 qh = 0.00256*Kh*Kzt*Kd*V"2*I Kr= 1.0 (unless unusual landscape) I= 1 for structural category II m ui to a Kh= table 6 -3 Exposure C ct Kd= 0.85 for signs I= 500 (constant for Lz. Table 6.2) g V= 95 mph e= 0.2 i tY 6.5.8 G =0.925 ((1 +1.7*gq *Iz *Q)/(1 +1.7 *gv *Iz)) or 0.85 c= 0.2 m 9 iz= c *(33/z) "(1/6) z= max(0.6 *h, zmin) 6- zmin= 15 0 gv= 3.4 A gq= 3.4 Q =sgrt( 1.0 / (1 +0.63 *(B +h) /Lz) "0.63 ) il Lz= 1 *(z /33)"e 0 it it $ sign w elem. # h Kh qh G s/h B/s Cf p ressure F 0 - 1 8.73 0.85 16.69 0.85 0.05 1.00 1.80 25.54 149 e 2 11.73 0.85 16.69 0.85 0.05 1.00 1.80 25.54 498 A 0 3 12.23 0.85 16.69 0.85 0.05 1.00 1.80 25.54 9 p t 4 15 0.85 16.69 0.85 0.05 1.00 1.80 25.54 394 g 6 5 15.5 0.9 17.67 0.85 0.05 1.00 1.80 27.04 75 w fi 0 0 i 6 • 16 0.9 17.67 0.85 0.05 1.00 1.80 27.04 9 tf 7 20 0.9 17.67 0.85 0.05 1.00 1.80 27.04 865 w sum: 1999 x In m LI 0 0 x x W m i r m 0 m Z ii E r -< U Z in U x x t i i C1 A la 7 1 W m z m 3 o a I o p 1 ga STRUCTURAL TECHNOLOGY CONSULTANTS 7827 Convoy Court, Suite 406, San Diego, CA 92111 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-11 D1 = 8.625 in tl = 0.322 in FExx = 70 ksi P = 704 lb D2 = 6.625 in t2 = 0.28 in Gap = 1375 in HI = 12.9375 in Cap PL Welding E12 = 11.5625 in Neglect effect of upper ring Cl = M(12"' /Hl = 11273(12)/12.9375 10456 lb D2 L = a (D1) = a (8.625) = 27.1 in 4 = 1/4 in 5tl gk•- P Lreq'd = C1 /1000 = 10.456 [(0.3)(F (0.212)(70) (0.25 ) 2.8 in 4 . ' s '- ' ' 1 . (t GUIDE RING Qj Cap PL Bending 0 _ :"----* li4 = CI Assume cap plate will carry all axial load C2 Take 3.3125 in (D2/2) strip I t = 3/8 in I i = C . Fy = 36 ksi tw S = (D2/2) (t,)' /6 = 3.3125 ( 0.375 )' / 6 — i.7....1. -- -..- e3 0.0776 in „ya PLACES (Dl -D2)/2 = 1 in (EVENLY KICK RING M = (P) [(Dl- D2) /2] / 2 SPACED) H x L 5i = 704 ( 1 ) / 2 = 352 lb-in IG.I lb = M / S = 352 / ( 0.0776 ) 4536 psi Fb = 0.75 ( 36000) = 27000 psi of s _: -`.' Check Ring Slot Welding Ring Compression Neglect effect of cap plate I t, = (W, + 1/4 ") = I in I C3 = C2 C2 = M ( 12" ' .) / H2 Neglect effect of cap plate = 11273 ( 12) / 1 1.5625 = 11700 lb Take quarter of inner ring a - C2 = 11700 W, min= tI + 5/16 = 0.635 in t,(nxD2 /4) I(ax6.625/4) W, = 3/4 in ok = 2249 psi L, = 2 x W, = 130 in I Fa = 0.6 ( 36000) = 21600 psi k A'0 N = 4 I F = C2 / N = 11700 / 4 = 2925 lb fw = F /(L, X W8) = 2925 / (1.5 x 0.75) = 2600 psi Fw = (0.6F /0 = (0.6x70)/2.0 21 ksi = 21000 psi pk 4,' W, max = W s min + 1/8 = 0.760 in Greater 2 -1/4 X t = 0.725 in W, max = 0.760 in o : :,. Ls max = 10 X I I = 3.22 in ok R 0 GENERAL NOTES: I. ALL DIMENSIONS AT CURBS ARE TO FACE OF CMS UNLESS OTHERWISE NOTED. 1 2. PROPOSED UTILITIES ARE SHOWY IN SCHEMATIC ONLY, EXACT LOCATIONS SHALL BE DETERMINED TO ALLOW FOR O THE MOST ECONOMICAL AND PRACTICAL INSTALLATION. 5. THE CONTRACTOR SMALL COORDINATE WITH ALL UTILITY COMPANIES TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING UTILITY. REFER TO THE BU ILDING ELECTRICAL AND PLUMBING DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES AND CIRCUITING. ORIGINAL STAMPED II 4. LOCATIONS OF PYLON / MONUMENT SIGNS AND ENTER / EXIT SIGNED BY SIGNS ARE NOT EXACT. THE CONTRACTOR SHALL VERIFY FRED A. HARRIS, AIA EXACT LOCATIONS WITH OWNER / CONSTRUCTION MANAGER. CARLSON VEIT ARCHITECTS PL. 5. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6' BELOW TOP OF ALL WALKS AND CURBS. TOP SOIL TO BE ADDED TO THE LEVEL OF THE WALKS OR CURBS. 6. ALL DOWISPOUTr SHALL BE 4'm SCHEDULE 40 PVC PAINTED TO MATCH COLUMNS AND SHALL BE CON6ECTED N TO BELOW GRADE STORMWATER PIPING - REF: CIVIL Z DRAWINGS. _O Y C W 0 E Z W En 1* • SITE PLAN KEYNOTES fill r �' � - - ---- - - -��, — , \ ; t ITEM NOTE Q - - Q A 1 k 8 \ > (TYPICAL), Q TRAFFIC FLOW ARROW (TYPIGA. REF: SD5�5 d b / /"'`. /if '\ T � 4' PAINTED STRIPES (TYPICAL) REF: SPECIFICATIONS, - ` \ , SECTION 07580, SHEET 5PI Z v • � \ /r' a 1 v , • , v . / v ; ® CURB RAMP (TYPICAL), REF: 5124 rr :, \ O PHASE � 1/ , ' ;, . ' . .( � I � ti 4 O imp TRASH ENCLOSURE, REF: 512501 / STACKING ® . \ / J1 x ® RAILING, REF: 507.74 Z p / A ® BOLLARD REF: 5127.70 ' . :1 u00 9. *re*, i � / � ' � . -� 'v QT GREASE TRAP. REF, EF: P2.02 7 �/ ° 3 r f / I !I �. I ,. \ \. ', . \ � ' SANITARY SEWER LINE, REF. PLIMBIN6 DRAWINGS __ _ OE x a j r I ,, ,, > � � j - J _ __\ _ R V \/ X 9Q UNDERGROUND AS LINE. REF. PLUMBING DRAYUN65 0 W i o � ` 4 /T � > -'N1R - � , r _ .�_ I: r r: -- ; - _ - . - _ . . .. @ UNDERGROUND WATER LINE FL/METER, REF. PLUM. DW65. p* • Z ; - / ` B• � , / J .9�_ 2 �. ® 7 \ - -- • \ R - \ I WTR / WTR t II UNDERGROUND ELECTRIC L O E. ° - • • / fr r 5 Q I ® UNDERGROUND TELEPHONE LINE, REF, ELEG. DWGS. • r ¢ ? _ 44/411k r _ \ ? \ Irk ® RIGATION SYSTEM PIPING SEE LANDSCAPE P4 & . W \ J INI O ( \\__\_____\(-.)\„„\____ V ® Q/ - - - ( \ ® ORE 512 731, BOARD AN AND SHE ET 5 125 DETECTR LOOP, REF. 5127.09, L - a a 1 � ? _ s o b ✓� f yA 1 o' I I ® MENNJ / CANOPY POST (TYPICAL), REF: GAIZ9 0 = C. IT Lv% 8 1KE RACK. REF: 5125.07 re A o * 0 n - - at " 705' - .I O' - - M Y 5 -0' -e iJp 0 O , o © CONCRETE PAVING. REF: 512509 V Q < °n O —� IT I h .\ _ _ - 1 ® S" THICK, CONC PAVING IN THIS AREA n ' � � is_ © ri�',`a�" '' ¢ ear — �e1) ■ ■ ■ ■ ■ ■ ■ ■N ■ 0 � OB I � y / © '0 ���'0� 0 ■Y - —� - 10 \ \ i ® 'CARHOP GR O B INS' SIGNA6E. REF: 5D7.I1 IF USED Z � ( _ —_ `-' O/ • /C Q A.J � / •PICK UP ORDER MERE' SIGNA6E. REF: 5127.1E IF USED O O x h O l 11% Q O Q / REF. SHEET SD5 F OR AUTO PATIO INFORMATION a Z 6 /�{�► > a, ,.. 1 728 S.F. �j �'- ® I t / b. 5 �� ��¢ ■w`nj '4 n N POLE MOUNTED LI6NT, REF. ELEG. DY1G5. a ry n 71 ,� t /0 ��il> #4s■ Ai E _ 612'12" ' O m _ _ , �/ ® o t 1, o , r B . M II Ea i,� �� .■.----■ iiile ' � FT YsrI ® TACTILE WARNING SURFACE ON PAVEMENT. U 5 Y =L r �i � � N , mit ; �� _ aiB1'■e al"l:■r■aiYr 4,- Hi-fi 1 / a/ 3/ j ) • Q j f ipw ; L 51 ® G, RF, DETAILS ON CIVIL SHEETS l i7 ` ® 0 ` G � L � _ - - -" © REti .., O 4PPLIED 0/ 4 ® AND INSTALLED BY PLUT491HG CONTRACTOR. ,8;!: O i %iy _ _UGT _ U UGT 1"± ' _ �Q SIGN SCHEDULE �� a 1 � 'O ... ��� %, ITEM OTT. REFERENCE SIGN TYPE 0 i i ' � - - __ F _ _ � - a _ \ '� �. I -- POLE SIGN J / IN � �' _ _ _ __ _ i -- - SIGN � 7 5172.25 ENTER SIGN >x •+sl. + e t ;e ; . e , o m� • NOT ENTER' I ,p G 2 SD2.79 EXIT SIGN / ) T • � i r � x 9 5 127.19 NANDIGAPPED PARKING SIGN Z S / 5127.11 'STOP' •DO NOT ENTER' SIGNAGE I L ES S CHWAB 1 5127.17 "VEHICLE CROSSING' SIGN 1....J 9 z z o � LL � Q LEGEND: `g' PROPERTY LINE 0 o ^ / — — — - EASEMENT /BUFFERS ' l j ! ¢� -T W \J w .n — Q y — BU ILDING SETBACK LINE 7 i(QI V I I REFER TO GEOTEGNMIGAL REPORT AND CIVIL DRAM SS a SITE PLAN NOTE O 0 FOR ALL ORSON OF PAVEMENT, JOINTS (EXPANSION, Z CONTROL, AND CONSTRICTION), GRADING AND UTILITY ® CUSTOMER PARKINS STALL IPOItl4ATION AND RECUR= SUD -GRADE PREPARATION. -I IF OMER ELECTS NOT TO RETAIN SERVICES OF A CIVIL SIGN (SEE SCHEDULE) ER ®[ Alb MH OBTAIN A 6EOTEGIGAL (SOILS) REPORT. 5 N6 RESPONSIBILITY FOR G/NOf of PA DC516N - UGE - UNDERGROUND ELECTRIC LINE CO INCLUDE* SL6GRADE PREPARATION. CONCRETE PAV INS SHEET p TNIGOC IN SS. REINFORCG, ANC CONTROL, CONSTRICTOR . - UGT - UNDERGROUND TELEPHONE LINE AND EXPANSIOI/ JOINT PLACEMENT, GRADIM SITE DRA M SD G Ml T N I DESIGN AND ALL SITE RELATED ATED - UGG - UNDERGROUND GAS LINE R 7' �� - WTR - WATER LINE I 51 TE PLAN GAMS BMS ADJACENT TO BUILDING AND ND ANY BUILDING SWR - SANITARY SEINER LINE STALLS 91 Be 4' TALL ANA ALL OTHERS SHALL DWG: I'' = 20' -0" ! Be 6". VERIFY LOCAL ORDINANCES PRIOR TO 08905 INSTALLATION.