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Home My WebLink AboutADDN2006-03518Ofa-35rfC I'm Page 1 of 1 it Nicole Cochran - Re: Calling for CO @ 720 Earl Rudder Fwy S (Gateway Carwash) From: Jennifer Reeves To: Nicole Cochran Date: 2/23/2007 11:41 AM Subject: Re: Calling for CO @ 720 Earl Rudder Fwy S (Gateway Carwash) CC: Benjamin McCarty; Chris Haver Planning is ok with a temporary C.O. for two weeks with the following conditions: 1. 100% established ground cover. 2. The eight shrubs on site need to be planted. Let me know if you have any questions. Reeves Jennifer Reeves Staff Planner City of College Station jreeves@cstx.gov (979) 764-3570 (979) 764-3496 FAX >>> Nicole Cochran 2/21/2007 10:58 AM >>> Are there any issues? BP# 06-3518 Contact: Drew Congleton @ 936-520-4180 Thanks! Nicole Cochran CSR - Planning & Development City of College Station 979.764.3570 www.cstx.gov file://C:\Documents and Settings\ncochran\Local Settings\Temp\XPGrpWise\45DED301C... 2/23/2007 _.._____ �,._. _. _ ,.:.. _ _....______ �...._ .__ {Nicole Cochran - Re: Calli _ng for CO_� _ @ 720___Earl Rudder_— FWyz c(GrAt6way Carwash) 1 From: Jerry Duffey To: Nicole Cochran Date: 2/22/2007 4:49 pm Subject: Re: Calling for CO @ 720 Earl Rudder Fwy S (Gateway Carwash) CC: Benjamin McCarty; Chris Haver; Eric Dotson; ... Good thru Fire ............. >>> Nicole Cochran 02/21/07 10:58 AM >>> Are there any issues? BP# 06-3518 Contact: Drew Congleton @ 936-520-4180 Thanks! Nicole Cochran CSR - Planning & Development City of College Station 979.764.3570 www.cstx.gov a Page 1 of 1 Nicole Cochran - Re: Calling for CO @ 720 Earl Rudder Fwy S (Gateway Carwash) From: Donnie Willis To: Cochran, Nicole Date: 2/22/2007 11:10 AM Subject: Re: Calling for CO @ 720 Earl Rudder Fwy S (Gateway Carwash) CC: Haver, Chris OK for Temp. 1. Site needs to be hydro mulched. 2. Litter needs to be removed from storm drain inlet. I spoke with the site supervisor and gave him the details. Donnie Willis, CFM Environmental Engineering Technician Certified Floodplain Manager Public Works Department 979-764-6375 office 979-229-7632 cell dwillis@cstx.gov >>> On 2/21/2007 at 10:58 am, in message<45DC25EO.9737.00D7.0@cstx.gov>, Nicole Cochran wrote: Are there any issues? BP# 06-3518 Contact: Drew Congleton @ 936-520-4180 Thanks! Nicole Cochran CSR - Planning & Development City of College Station 979.764.3570 www.cstx.gov file://C:\Documents and Settings\ncochran\Local Settings\Temp\XPGrpWise\45DD7A41C... 2/22/2007 Date 27i U� t Permit # ` V Project Name �IXW �� 00,Vi W o 110 C&O ?'-V ( &w � Wj 5 COMMERCIAL CO Planning (Lindsay Boyer, Jennifer Prochazka, Jennifer Reeves, Crissy H rtl, Jason Schubert, Grant Wencel, Molly Hitchcock) Bridgette George '~ Development Engineers (Alan Gibbs, Josh Norton, Carol Cotter) City Engineer (Bob Mosley, Jerry Jones, John Logan, Roberts Bumpurs, William Ethridge) Environmental Services tv-1- (Eaphrame Thomas, James Boykin, Pete Garcia) Fire Department (Eric Hurt, Eric Dotson, Jerry Duffey, Steve Smith) (1 Drainage (Donnie Willis) Public Works - Sanitation (Wally Urrutia) Electrical Services (Tony Michalsky) Miscellaneous Notes City of College Station 1101 TEXAS AVENUE COLLEGE STATION TX 77840 C E R T I F I C A T E O F C O M P L E T I O N T E M P O R A R Y Issue Date . . . . . Expiration Date . . . Parcel Number . . . . . Property Address . . . Subdivision Name . . . Legal Description . . . Property Zoning Owner . . . . . . . . . Contractor . . . . . . 3/27/07 5/31/07 290480-0101-0021 720 EARL RUDDER FWY S COLLEGE STATION TX 77840 THE GATEWAY PH 1 THE GATEWAY #1, BLOCK 1, LOT 2 RB, ACRES 0.418 UNKNOWN GATEWAY CARWASH PARTNERS LTD DREW CONGLETON INC DBA DIXON 979 268-0641 Application number 06-00003518 000 000 Description of Work COMMERCIAL, ADDITION Construction type . . . COMBUSTIBLE (UNPROTECTED) Occupancy type . . . . BUSINESS Flood Zone . . . . . . Special conditions . . Needs to establish ground cover on south side of property. Approved . . . . . . A V Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL City of College Station 1101 TEXAS AVENUE COLLEGE STATION TX 77840 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 6/01/07 Parcel Number . . . . . 290480-0101-0021 Property Address . . . 720 EARL RUDDER FWY S COLLEGE STATION TX 77840 Subdivision Name THE GATEWAY PH 1 Legal Description . . . THE GATEWAY #1, BLOCK 1, LOT 2 RB, ACRES 0.418 Property Zoning . . . . UNKNOWN Owner . . . . . . . . . GATEWAY CARWASH PARTNERS LTD Contractor . . . . . . DREW CONGLETON INC DBA DIXON 979 268-0641 Application number 06-00003518 000 000 Description of Work COMMERCIAL, ADDITION Construction type . . . COMBUSTIBLE (UNPROTECTED) Occupancy type . . . . BUSINESS Flood Zone . . . . . . Approved . . . . . . . Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL Chris Haver - Gatewa Carwash CO Page 1 From: Donnie Willis To: Haver, Chris Date: 6/1/2007 10:57:29 AM Subject: Gateway Carwash CO OK with Drainage. Donnie Willis, CFM Environmental Engineering Technician Certified Floodplain Manager Public Works Department 979-764-6375 office 979-229-7632 cell dwillis@cstx.gov City of College Station 1101 TEXAS AVENUE COLLEGE STATION TX 77840 C E R T I F I C A T E O F C O M P L E T I O N T E M P O R A R Y Issue Date . . . . . . 3/27/07 Expiration Date . . . . 4/27/07 Parcel Number . . . . . 290480-0101-0021 Property Address . . . 720 EARL RUDDER FWY S COLLEGE STATION TX 77840 Subdivision Name . . . THE GATEWAY PH 1 Legal Description THE GATEWAY #1, BLOCK 1, LOT 2 RB, ACRES 0.418 Property Zoning . . . . UNKNOWN Owner . . . . . . . . . GATEWAY CARWASH PARTNERS LTD Contractor . . . . . . DREW CONGLETON INC DBA DIXON 979 268-0641 Application number 06-00003518 000 000 Description of Work COMMERCIAL, ADDITION Construction type . COMBUSTIBLE (UNPROTECTED) Occupancy type . . . . BUSINESS Flood Zone . . . . . . Special conditions . . Needs to Sod south side of property. Approved . . . . . . 0--� A A Building Jfficial VOID UNLESS SIGNED BY BUILDING OFFICIAL PREPARED 2/21/07, 12:00:39 INSPECTION TICKET PAGE 13 City of ------------------------------------------------------------------------------------------------ College Statiori INSPECTOR: BUILDING INSPECTOR DATE 2/21/07 ADDRESS . : 720 EARL RUDDER FWY S SUBDIV: THE GATEWAY PH 1 TENANT, NBR: GATEWAY CARWASH CONTRACTOR DREW CONGLETON INC DBA DIXON PHONE (979) 268-0641 OWNER GATEWAY CARWASH PARTNERS LTD PHONE PARCEL 290480-0101-0021 APPL NUMBER: 06-00003518 COMMERCIAL, ADDITION ----------------------------------------------------------------------7------------------------- PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ B105 01 12/18/06 BM BLDG, FOUNDATION -PIER TIME: 17:00 12/18/06 AP December 18, 2006 8:44:07 AM glsouth. B100 01 12/21/06 DS BLDG, FOUNDATION -SLAB TIME: 17:00 12/21/06 AP December 21, 2006 11:18:47 AM kwolfe. early as possible B100 02 12/28/06 JGM BLDG, FOUNDATION -SLAB TIME: 17:00 12/28/06 AP December 28, 2006 10:17:15 AM kwolfe. SIDEWALKS & STEEL FOOTINGS FOR CANOPYS EARLY AFTERNOON DUE TO DEEP HOLES AND LIABILITY (JUST WHAT B125 01 ` 1/07 HE SAID TO ME) BLDG, FINAL TIME: 17:00 F uary 21, 20Q7 10:54:52 AM ncochran. �. ------ -; ------------:------ --- COMMENTS AND NOTES --------------------------------------{ v > _ .0 � J 1 .� Date: 2/26/2007 Inspection Comments for Finals Permit Year: 6 Permit Number: 3518 Address: 720 EARL RUDDER FWY S Type Inspection Type Code Status s Inspection Result Comments E155 ELEC, NEW SERVICE IC February 12, 2007 4:43:18 PM kwolfe. Page 1 MONITOR (903) 893 - 6336 Fax (903) 892 - 4812 200 Elliot Road PO Box 1315 Sherman, Texas 75091 16' X 35' Canopy Monitor Job #: 256-0638 Site: GATE FUEL/EXXON STATION 804 EARL RUDDER FWY. COLLEGE STATION, TX. (Design per IBC 2003) Wind Load 90 MPH (3 sec gust) Exposure C Wind Horizontal = 1.29 x 12.9 x 1 = 16.6 psf Wind Uplift = + 1.29 x 10.8 x 1 = 13.9 psf Roof Load Dead Load Design Load Concrete Fc Soil Class Foundation Pressure Lateral Bearing 20 psf 4 psf 24 psf 2500 psi (min) 5 Assumed 1500 psf 100 psf Steel Deck Ribbed 26 Ga. Fy = 50 ksi Steel Column A-500 Grade-B Fy = 46 ksi Steel Beam A-36 Fy = 36 ksi Steel Purlin A-570-D Fy = 50 ksi 1 of 5 of TFx�h tee. �;.... 0YD.„ ..i✓HARLES.1.:.•.....::W ,� ... 90� R�GSg 40��o;`aw rs� cs 256-0638 Co� Try 10" x 10" x 3/16" Properties of Square Tube Area I S r Fy in .2 in.' in.3 In. ksi 7.27 116 23.2 3.99 46 Roof Load Bending Moment 10.3' z x 12 x 24 x 17.7' = 267 in-k 2 of 5 M - 2 x 1,000 = 22290 ft-lb Wind Load Bending Moment Facia = 16.6 x 13" / 12 x 17.68' x 11.0' / 1 co! = 42 in-k Column = 16.6 x 10" / 12 x 10.50' x 5.25' = 9 in-k Total Moment = 51 in-k = 4284 ft-lb Axial to Column 24 psf x 17.7' x 16.0' 6.79 k kl 2 x 11.0x12 r = 3.99 = 66.36 Fa = 16.74 fa = 6.78912 _ 0.934 fb = 267 in-k = 11.538 7.27 23.18 0.934 + 11.538 Combined 16.74 - .6 x 46 - 0.47 < 1 �aN1wq��, —•�EOF Tf III C LES L.OY •D O' 45940•�•'�� Ss�� S T Beam Try 12 WF 14 @ 10.3' Cantilever 256-0638 3 of 5 Properties of Wide Flange Area I S r Fy In.2 In.4 In.' In. ksi 4.16 88.6 14.9 4.62 36 Sx = 10.3' 2 x 12 x 24 x 17.7' = 12.4 In.3 < 14.9 In.3 2 x 0.6 x 36,000 10.3' 4 x 1728 x 24 x 17.7' = 35 In.4 8 x 29,000,000 for 1/180 = 51 In.4 < 89 In.4 Beam to Column Conx. M = 354 (DL) (24 -4) x 17.7' = 354 pif ., 9 n '2 2 = 1 RIS75 ft-IIn 2 1.42' 2 Bolts = 6556 #/Bolts < Use 3/4" � A307 or Grade 5 Bolts 4 Bolts Per Conx. No Special Inspection Required = 13112# 8836 G 256-0638 4 of 5 Purlin Try 12 x 3 1/2 x .080 Zee Properties of Formed Zee (64" Spacing) I s r Fy in .4 In.3 In. ksi 33.74 5.44 4.59 50 @ 7.5' Cantilever 7.5' Z x 12 x 24 x (64" / 12) = 1.44 In.3 < 5.44 In.3 Sx - 2 x 0.6 x 50,000 7.5' 4 x 1728 x 24 x (64" / 12) = 3.02 In.4 8 x 29,000,000 for 1/180 = 6.03 In.4 < 33.74 In.4 @ 20.4' Midspan 20.4z x 12 x 24 x (64" / 12) = 2.66 In.3 < 5.44 In.3 Sx - 8 x 0.6 x 50,000 20.4' 4 x 1728 x 24 x (64" / 12) x 5 = 17.12 In.4 1 _ 384 x 29,000,000 for 1/360 = 25.20 In.4 < 33.74 In.4 Purlin to Beam Conx. 24 psf x 64 / 12 x 17.7 = 2263 lb 2263 lb 4 Bolts = 566 lb < 1963 lb Use 1/2" A307 or Grade 5 Bolts No Special Inspection Required Deck Ribbed 26 Ga. @ 64" Span Fy = 50 ksi ( 64 / 12)2 x 1 x 12 x 24 = 0.034 In.3 < 0.051 In.3 8 x 0.6 x 50000 CHA'Eff L. OYD.. 4' 45940 V•.4� GISTEW Anchor Bolts Footin 256-0638 267 2 x 16 = 1.23 = 6.81 < 19.1 ksi Use 1 1 /4 � A36 Bolts No Special Inspection Required Constrained @ surface 3.50' square 6.0' deep Base moment = 22290 Ss 6.0' (100) = 600 b = 4.95 5 of 5 dmin = 4.25 22290 = 5.65 < 6.0' 600 (4.95) Vertical Bearing Structure = 6789lb Footing = 11025lb 17814 lb To Soil 17814 lb 3.50' 2 1454 psf < 2000 psf Load combination increase (1804.2, 1605.3.2) 1500 x 1 1 /3 = 2000 psf Uplift Uplift = + 3941lb Structure = - 1132lb Footing = - 11025lb -8215 Ib OF i5LEl:. YD p. :. 45940 A APPENDIX 1 PROPERTIES OF 12 x 3.5 x .080 CHANNELS AND ZEES WITH STIFFENED FLANGES REFERENCE: LIGHT GAGE COLD -FORMED STEEL DESIGN MANUAL f--f C z b Ito 3. I 7R + L,---c - _ �--b -� 12.OD" MAJOR AXIS PROPERTIES (CHANNEL AND ZEE) CENTROID (EFFECTIVE) Sum Mo = Web 11 .60 x 6.00 = 69.6 Flanges 3.10 x .04 _ .1 3.93 x 11.96 = 35.1 Comers .52 x 12.00 = 6.2 Lips .58 x 12.00 = 7.0 _ x= 1 I S. 0/20.0 - 5.90 in. -Tiff. 0 SECTION MODULUS (EFFECTIVE) Sum I/t = Web (1/12)(11 .93 = 130.1 (11.60)(.04) = 0.0 Flanges (3.10)(5.86)2 = 106.5 (2.93)(6.04)2 = 106.9 Corners ( .52)(5.80)2 = 17.5 ( .52)(6.00)2 = 18.7 Lips ( .58)(5.41)2 = 17.0 ( . 58)(5.61)2 = 18.3 s = (415.0)(. 080)/6.10 = 5.44 i n3 415.0 MOMENT OF INERTIA (FULL SECTION) Sum I/t = Web (11 .60)3(1/12) = 130.1 Flanges( 6.20)(5.96� = 220.2 Comers( 1 .04(5.90) = 36.2 Lips ( 1 .16)(5.51)2 = 35.2 I = 421.7 x .080 = 33.74 in4 RADIUS OF- GYRATION (FULL SECTION) r= 421.7=4.59in. 20 PROPERTIES OF 900 CORNER r = .120 + .040 = .160" L = 1.57 x .160 = . 26" C = .363 x .160 +..038 = .10,, REDUCTION OF FLAT WIDTH w/t = 3.10/.080 = 38.8 From Chart 3B, b/t = 36.7 w - b = (38.8 - 36.7)(. 080) = .17 w/t = 1 1 .60/.080 = 145.0 From Chart 3A, b/t = 42.7 w-b=(145.0-42.7)(.080)=8.18 0=20.0-.34-8.18=.574 20.0 TOTAL AREA A = (20.0)(.080 = 1.60 sq. in. MINOR AXIS PROPERTIES (CHANNEL) CENTROID (FULL SECTION) Sum Mo = Web 11 .60 x .04 = .46 Flanges 6.20 x 1 .75 =10.85 Corners .52 x 3.50 = 1 .82 _ Lips 1 .16 x 3.46 = 4.01 y= 17.14/20 = .86 in. 17.14 MOMENT OF INERTIA (FULL SECTION) Sum I/t = Web (11 .60)( .�2)2 = 7.80 Flanges(2)(3.10)( .89) _= 4.91 (2)(1/12)(3.10)3 = 4.97 Corners(2)( .26)( .76)2 = .30 (2)( .26)(2.54)2 = 3:35 Lips (2)( .58)(2.60)2 = 7.84 29.17 1=29.17x .080=2.33 in.4 RADIUS OF GYRATION (FULL SECTION) r = V29.17 = 1 .21 in. 20 �:�� " 108, MONIRIB SHEETS 32" NET COVERAGE 4 PANEL5 @ 8" = 32- 81 1 5.5" 10' P,Lv C.G..02"c i I" MATERIAL: 50,000 P51 MINIMUM YIELD STEEL 2G GAGE BONDERIZED GALVANIZED A55UME Y 15 GREATER THAN .54 50 THAT THE 5TRE55 IN ELEMENT 4 15 30,000 P51 FOR W/T = 5.5/.02 1 = 2G2, FROM CHART 3A B/T = 44.2 AND THE EFFECTIVE WIDTH 15 44.2 X .021 = .93". SUMMING THE MOMENTS ABOUT ELEMENTS 4 WE HAVE: Sum M= I I x 1.25 x 1.08 = 1.35 2 4 x I I x .54 = .24 3 2 x 1 .08 x .54 = 1.13 4 1 x .93 x 0.0 = 0.0 2.72 AND Y = 2.72/4.75 = .57" WHICH 15 GREATER THAN .54 50 THE INITIAL A55UMPTION WA5 CORRECT. SUMMING THE MOMENTS OF INERTIA WE HAVE: 5um 1= I I x 1 .25 x .51 2325 2 2 x .1 1 x .492= .053 2 x .1 I x .592= .077 3 2 x 1.08 x .032= .002 211 2x 1.05 x .97 2= . I G9 4 1 x .93 x .572= .302 .928 AND THE EFFECTIVE SECTION MODULUS 15 GIVEN: (.928) (.021) (1.5) = .051 IN3 PER FOOT OF WIDTH .57 THE ALLOWABLE 5HEAR 5TRE55, V, 15 GIVEN: V= G4,000,000/(h/t)2 = G4,000,000/(5.5/ .02 1)2= 970 P51 REFERENCE: LIGHT GAUGE COLD -FORMED FORMED STEEL DE51GN MANUAL BRASS CAP ON MIDDLE OF 15' PRIVATE ACCESS CONCRETE DRIVEWAY auto — / & PUBLIC UTILITY doOT� ap EASEMENT 410 BRASS CAP ON �01 � �� 1 MIDDLE OF 5111 „ . CONCRETE DRIVEWAY /�� 10' PUBLIC UTILITY 70saw-op / EASEMENT —'m PUBLIC - =="_Z- DRAINAGE / �-.^ r .u.�•-'1'° SEMENT ' Vz. EXPRESS ? ! toC►AI ARKING PIP' ', w LOT 2RD _ BLOCK 1 _' j �,.� I' t * i . 0.706 Acres _ —„ „�. LOT 2RE BLOCK 1 N 0.719 AcreImo� arZONED C Ila —1 14- N D C-1 Ov W/ OVZO1 N53'*57'51"E 93.23' i Ste'• i w IW W !I 0�' 20' P.U.E. STAB ON CURB OVER EXISTING Y, 1.8.4 • • • • • 2.06' JUNCTION BOX �• • 15' BUILDING SETBACK = BY OTHERS y OUTLINE •OF _r — � r PROP. 7.5' ,nt 1 NOPY 20 38 7.5' ui y` N I [ 33 . .y •v a • f 9 I EX. 4'x7.3k R I' LOT 2RCy ai VACUUM cps O CO U N',' BLOCK 1 ISLAND TO 3 cs II s ,p SITE 40Po UNRsIt f DRY' p SITE PLAN NOTES: 1. Name of Project: Gateway Express Car Wash 2. Legal Description: Lots 2RB, Block 1, The Gateway Subdivision 3. Owner: Drew Congelton 167 Monterrey road Montgomery, Texas 77356 (p) 979.268.0641 4. Engineer: Mitchell & Morgan, L.L.P. 511 University Drive East, Suite 204 College Station, Texas 77840 (p) 979.260.6963 5. Zoning: C-1 w/ Overlay 6. Existing Use: Car Wash Proposed Use: Car Wash 7. Site Area: 0.418 acres 0.831 Acres { i+ I BE MODIFIED ': ^' - : TO MAIN CONCRETE ZONED C-1 3 (SEE DETAIL) 2q R '• rn ` �� DRIVEWAY / L I op r MCU TO MATCH W OV EX. 4'x7.33' i I �` NEW 4 xa M I 1 EXISTING ISLAND EXTENSION TO LOT 2RB BLOCK 1• VACUUM IS CuuM °' 4 aISLANDw •Y t� I DtfO 0.418 Ac. ZONED ` BE M IED� G C-1 W/ OV "' j (SEE DETA'F s I 1 g.� ' PROP. 10"x10- 7.5' BUILDING CONCRETE PR �' + I 1 r 'M _� I 4 {' 2 P. 0 ' ' CANOPY COLUMN , _ __� SETBACK w j ; I WALK BY WASHING rJ !! �' janew_ OTHERS BAY BY W d h I OTHERS ! __ _ . II _- • ---_ FT W ti I I + _I, , L. i N45'39'45"E I I _ rn tl� + I •{ I�# y perw: �•. �. 'f T . ,1,�1�-.:, :, - �; I, I .. • • t 1 " 4'x73' MCU VACUUM I LI --_— --5.05' EXISTING LOT 2RE ISLAND TO REMAIN aII II l i t EX. ASHING �AYS ' BLOCK 1 I i Q R GATEWY I, s 0.719 Acres P�.iA �, I': II Ili I i EXP SS CAR ASH i ZONED C-1 I L— — J" i ov----®EC 18 20 EVIEWED FOR C��A� IANCC L EGE STA SEhf6 c 9 7PIGi1N�RRING `r 1 inenscnl o feet - .I II II ii II , II� DEC 1 8 2006 MOD/F/CA77ON TO EX. PARML 'SITE PLAN C®Ll.Flit � I A I I UN VACUUM ISLANDS DETAIL SCALE. 1' 20' DEVELOPMENT SERVICES SCALE: GENERAL CONSTRUCTION NOTES: ry;iI 1. It shall be the responsibility of the Contractor 'f �) to verify the exact location of ALL existing underground ............. I ............ I.......... utilities. Furthennore, the Contractor shall contact all VERONICA J.B. MORGAN utility company representatives a minimum of 48 hours I 77689 ; ir in advance of any excavation. /t ,9 O • ��S a. Contact Dig Tess ® 1-800-344-8377 ;�S b. Contact Kimberly Winn ® ATMOS. 774-2506 It S/e C. Contact Mike Lavender ® Cox Cable 846-2229 d. Contact Irma Gomez 0 BTU 821-5770 e. Contact Mitchell Gas 0 779-4460 / JVV, f. Contact Union Pacific Resources ® 778-8525 t 2. All construction shall be in accordance with the current City of College Station (C.S.) Standard Specifications for Street Construction and City of C.S. Water and Sewer Specifications. All inspection shall be performed by the staff of the City Engineer of C.S. All construction shall be coordinated with the City of C.S. City Engineer. 3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written approval from the City Engineer for any substitution prior to Construction. Requests for changes should include product information and an engineers seal where applicable. The contractor shall be financially responsible for the engineer's time spent reviewing changes and redesigning based on contractors requests. 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P. For general requirements, see Trench Safety Sheet for details. 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the specifications set out herein. Testing shall be provided by a certified laboratory, at the Owner's expense, to verify these standards. Any retesting due to substandard work shall be at the expense of the Contractor. Structural areas shall include all sidewalks and shall extend 5' beyond the curb lines of all streets, alleys and parkirg areas. 6. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding construction activities near energized overhead power lines. Additionally, the contractor shall coordinate all proposed work and procedures with the City of C.S. Electrical Division. 7. All materials & labor not identified as a Separate Bid Item shall be considered subsidiary to the item in which it is used. All materials and equipment shall be both furnished and installed unless otherwise noted. 8. The Contractor must provide construction staking from the information provide on these plans. 9. All soil exposed by construction shall receive stabilization. 100 coverage of 5roundcover, decorative paving, decorative rock or perennial grass is required in parking lot islands, swales and drainage areas, the parking tot setback, rights —of —way, and adjacent property disturbed during construction. 10. Trenches mey be left open overnight if properly barricaded. 11. Adjustment of Water Meters, Valves, Manholes, Irrigation ystems, and any other Public or Private Utility, etc. ore not eparate pay items. The Price of the adjustment shall be bsidiary to the construction of Sewer Line, Force Main, etc. 2. The contractor shall coordinate with ATMOS, Cox ommunications, BTU, and Verizon to adjust the location of Existing ocilities. 3. The contractor is responsible for traffic control. All traffic ontrol must be per TMUTCD and be approved by the engineer rior to implementation. This is not a separate pay item. 4. No spoil areas are available on this site. 5. All roof and ground —mounted mechanical equipment shall be screened from view or isolated so as not o be visible from any public right—of—way or residential district within 150' of the subject lot, measured from a point five feet above grade. Such screening shall be coordinated with the building architecture and scale to maintain a unified appearance. T.979.260.6963 F.979.260.3564 11 unvOMM DRK EA! SWE 2M XUME srATM TX 7M uw a OEM SPMVA rs ra oraumsm.rrraiwu raracav . urams . sMM srFE p„M.s„ Q` (Z) Z U to '�.... U Izz Z V Q 0 O Of 01 Sheets (903) 893 - G33G FAX (903) 892 - 4812 200 ELLIOT ROAD P.O. BOX 1 3 1 5 5HERMAN, TEXAS 75091 FOR: GATE fUEL/EXXON STATION 804 EARL RUDDER fWY. JOB SITE: COLLEGE -5TATION, TX. STYLE: TITAN DESIGN SPECIFICATIONS SIZE - I G'-0" X 35'-4 %2" LIVE LOAD - 20 P5f WIND LOAD - 90 MPH (3 SEC GUST) (PER IBC 2003) ROOF SHEETS - 2G GAGE BONDERIZED GALV. STEEL (BAKED ON ACRYLIC fIN15h) (50,000 P51 MIN YIELD) COLUMN - 10"x I 0"x3/6" 5Q. TUBE PRIMER COATED STEEL A5TM A-500 GRADE B (4G,000 P51 MIN YIELD) BEAM - 12 Wf 14 PRIMER COATED STEEL A5TM A-3G (3G,000 PSI MIN YIELD) PURLIN - 1 2"x3 Y2"x.080" ZEE GALV. COATED STEEL A5TM A-570-D (50,000 P51 MIN YIELD) CONCRETE - REINFORCED 150 ib/ft fc'=2,500 P51 A55UMED 501L - IBC CLA55 5 MIN 1 5500 P5f FACIA COLOR - MONITOR WHITE IA5 #fA-338 APPROVED Ai�L CC W z!- Q ZUZ o O o < 7 aka g w co W a-LLQ U, U _ ` Z CC LL a9u 0 cr O ' o uj Cg 0 oul*� n M j v O 0 �- -v ® c' U > 0 co cc cc / Of s 20'-4 j2" T � T + + 1 1 1 0 i� USE STRING TO ALIGN BOLTS ANCHOR BOLT PLAN 3/4° CONDUIT COUPLING COLUMN WELDED TO BA5E PLATE •e a � � C LEVELING NUTS I I/4° x40' ANCHOR (BYY MON TOR)BOLTS e� � •, I . � rd�4 . v # 4 L J a 3'-G" 5QUARE —#3 ROD5 (BY OTHER5) ALL ROD5 ON 1 2' CENTER5 EFF. —# G ROD5 (BY OTHER5) ALL ROD5 ON 1 2' CENTER5 EFF. RE -BAR REQUIREMENTS (PERIMETER CAGE ONLI0 SIZES 5NOWN ARE FOR UND15TURBED 501L I G" 11 3 5'-4 %2" 7'_G�� 20'-4 %2" 7'-G" n Al NOTE: SET ALL FOOTINGS AT SAME GRADE ELEVATION BOLT THREADS MUST BE LUBRICATED (THREADS MUST BE CLEAN) ALL ROD5 ON 1 2" CENTER5 EFF. RE -BAR REQUIREMENTS (PERIMETER CAGE ONLY) SIZES 5HOWN ARE FOR UNDISTURBED 501L .°CHARCff' , 45940 0 5'-9" 1 O'-3" T5 TS TII� MONIRIB 5HEET5 AI l9 51 BI 51 FALLY4" PER IT. I o T5 - - Al I U TI in O ° z I O I 131 51 5 I I -��`� OF ?► A I 6 ARLES L. OYD 45940 STEEL CUTTING TEK TV��+`` 2 < x2 x.080 BEAM r r l FOR: JOB NO: J J L 25G-OG38 G4" 40" 40" 24" 5`ALE: PUKLIN TITS: PLAN AND ELEVATION NT5 PO BOX 1 3 1 5 DRAWN BY: DRAWING NO: nu j�n RI MOI �IITUR 5HERM509AN, 3 OF5 I I O OG v- PU RLI N 1 2" X 3 1 /2" X .080" ZEE NOTE: 1. ALL WELDS ARE 5HOP WELDS BY CERTIFIED WELDERS. 2. NO FIELD WELDS REQUIRED. 3. ALL FIELD CONNECTIONS ARE BOLTED OR SCREWED. 4. NO SPECIAL INSPECTIONS REQUIRED. 19" 17" ,. r - - - - _11_ II II II II o - u u L----J 16L / \-3/4" PLATE A-3G SECTION "A —A" 1/4" # 12 TEK 3/4" X 3" BOLT5 A307 (8/CONX.) I I I I I I I I CONDUIT I DECKING 10" X 10" X 3/6' SQUARE TUBE a SECTION AT COLUMN Ll,L�_,. BRIDGING E 3/IG"X5"X7" PLATE A-3G BEAM 12 WF 14 1 /2" X I " BOLT5 A307 (4/CONX.) 20" I G" " 5ECTION "B—B" \3/ I G" 01-1" X I " 5LOTTED HOLE5 PURLIN LUG 3/4" PLATE A-3G 0" COLUMN X 5" X 5" 5ET A-3G =•tE��.TF CHAF2LfS ........................... 45940 r STEP G - FINISHING TOUCH UP ALL AREAS THAT ARE SCRATCHED AND ALL FASTENERS SHOWING ON FACIA WITH TOUCH -UP -PAINT. CHECK TO MAKE SURE ALL TRIM 15 PULLED UP AND THERE ARE NO OPEN GAPS. CHECK FOR WAVE5 IN TRIM AND DENT5 IN 5HEET5. ABOVE ALL U5E GOOD WORKMANSHIP. 111 k 114 • SC41w lz PLrR UN FA IA • x s/4 • SC.Cf T6 WA7Ee 0/ELD DECK INSIDE CL05URE DECKING MU5T-Et� FIELD CUT @ COLU TRIM T7 �e (4 PIECES) MITER AROUND COLUMN r/ Roof 3oir" SEAL WATER TIGHT � D FACrA : 07 s COLUMN ...........L SS L:•.OYD 45940 O +v CuT 429 GDLu,"i✓S• T 7 ST P FACIA ERA G!s ON 6/DI OF CANOP193 .4kf T/O'S A/fi PLACID Al EvARY crox[ wlZT L4R. ELAClS T-D 40 ON JWD &C CANOPY AT tACM !(IRL/N. fACIA 043 LAP C0rM/C1rvN3. Vir /L POP R►vE» Pfk LAD (JriG- 13) . XAcIA /S fo da fsirimoO Tv sAAcis I cuc-</Iv4 w/Td POP RIva7! CA SCA& /f rA/ AOSYMOX wILi L! ujW , p3t pop a,wr$. AS S1A1to AsAatr LAS1 socir AIoY Awe m dJ Cvf. IP A PULL 5,01" CONlf A14AN WIT# PL/,tLIAI C"S/ ff CA4- IiA). ATTA01 CoA",t U►S ON AIL CAXOISi � Ct, ,#Ics JOB NO: UPS om eyo cAmoples. *#orf : If aL PUADA,3 Att USID.A1Ft.t !O P14 If, FOR TRIM (-ni I AR RIBBED DECK 111 February 1, 2007 Mr. Drew Congleton 804 Earl Rudder Freeway College Station, Texas 77840 Re: Steel Framing Inspection Gateway Express Car Wash College Station, Texas Job No.: 06-0565 Dear Mr. Congleton: m Gessner Engineering An inspection of the steel framing for the Gateway Express Car Wash was performed on January 23, 2007 by Jonny Gibson, E.I.T. and John Hensley of Gessner Engineering to determine if the steel framing was constructed in accordance with the framing plans. Gessner Engineering noted the following items: 1. The sloping W12x30 beam between column lines two (2) and three (3) along column line A was removed. The roof framing was supported on a ledger angle welded to sixteen (16) gauge studs framed over the top of the HSS10x4 below. Exterior plywood sheathing was attached to the outside face of the studs. This field change will perform as originally intended and is approved. 2. The connection of the sloping W12x30 to the column at B-1 and B-3 was not welded as shown in detail B/S1.2. Gessner Engineering advised for the connections to be welded as shown. Upon return inspection on January 29, 2007, Gessner Engineering noted the welds in place as required. If you have any questions with respect to this letter, please contact me. Sincerely, 1``1�N OF 7-e \ ?s 00 000 Thomas E. Gessner, P.E. *: :*,� JonnyA. Gibson, E.I.T THOMAS E. GESSNER .................... 90967 Q S�ONAL ENS 1712 Southwest Parkway, Suite #105, College Station, Texas 77840 • P.O. Box 10763, 77842-0763 • 979.680.8840 • FAX 979.680.8841 2204 South Chappell Hill Street, Brenham, Texas 77833 • 979.836.6855 • FAX 979.836.6847 www.GessnerEngineering.com , I ;DING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number . . . . . 06-00003518 Date 12/13/06 Property Address . . . . . . 720 EARL RUDDER FWY S Property ID: 290480-0101-0021 R #: R115152 Tenant nbr, name . . . . . . GATEWAY CARWASH Application type description COMMERCIAL, ADDITION Subdivision Name . . . . . . THE GATEWAY PH 1 Property Use . . . . . . . . Property Zoning . . . . . . . UNKNOWN Application valuation . . . . 40000 Owner Contractor ------------------------ ------------------------ GATEWAY CARWASH PARTNERS LTD DREW CONGLETON INC DBA DIXON ATTN: DREW CONGLETON 804 EARL RUDDER FWY S 804 EARL RUDDER FWY S COLLEGE STATION TX 77840 COLLEGE STATION TX 778402659 (979) 268-0641 --- Structure Information 000 000 GATEWAY CARWASH ADDITION Construction Type . . . . . COMBUSTIBLE (UNPROTECTED) Occupancy Type . . . . . . BUSINESS Other struct info . . . . . EXTERIOR WALL TYPE BRICK IMPACT/PRORATA FEES PAID NA FOUNDATION TYPE SLAB HEATED AREA 1.00 INTERIOR WALL TYPE BLOCK SEWER TYPE PUBLIC TAZ 438.00 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . KW Permit Fee . . . . 210.00 Plan Check Fee .00 Issue Date . . . . 12/13/06 Valuation . . . . 40000 Expiration Date . . 6/11/07 Qty Unit Charge Per Extension BASE FEE 15.00 39.00 5.0000 THOU BLDG, VAL 1001-50000 195.00 ---------------------------------------------------------------------------- Special Notes and Comments PROVIDE ADDRESS ON COMMERCIAL BUILDINGS -FRONT 5" NUMBERS REAR - 2" HIGH NUMBERS WITH NAME OF BUSINESS Permit Number provided by the COCS shall be conspicuously posted in the lower right hand corner of the banner. Shall be mounted parallel to the face of a building or permanent structure. BUILDING DEPT PRE EN E: APPLICANT: n /Ji, . ,BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Application Number . . . . . 06-00003518 Page 3 Date 12/13/06 Special Notes and Comments VERSION. EMAIL TO RBOLIN@CI.COLLEGE-STATION.TX.US DEVELOPER IS REPSONSIBLE FOR THE INSTALLATION OF SERVICE FROM TRANSFORMER TO BUILDING FOR QUESTIONS CONTACT RONNIE BOLIN AT 979-764-3614 PROVIDE COMBUSTION AIR FOR GAS FIRED APPLIANCES PER CHAPTER 17, 2003 INTERNATIONAL RESIDENTIAL CODE Electrical conduit installation shall be installed per city specs and is the responsibility of the owner and/or contractor. Contact the electrical division at (979) 764- 6314 for more information. ELECTRICAL SHALL BE INSTALLED PER 2002 National Electrical Code & LOCAL AMENDMENTS ELECTRIC STRIP HEATING NOT ALLOWED FOR RESIDENTIAL PROPERTIES WITH FLOOR AREA GREATER THAN 500 Sq. FEET PROVIDE EXTERIOR LANDING LEVEL WITH THE INTERIOR FLOOR FOR REQUIRED EXIT DOOR(S) PROVIDE FIRE EXTINGUISHER(S) - VERIFY LOCATION AND PLACEMENT WITH THE FIRE MARSHALL'S OFFICE (MIN. 2A10BC) MINIMUM FOUNDATION STANDARD - ALL FOUNDAT-ION SHALL COMPLY WITH THE MINIMUM FOUNDATION STANDARD AS PER CITY'S ORDINANCE (FOUNDATION DETAIL SHALL BE SHOWN ON PLANS) MAKE SURE TO INCLUDE REBAR SLAB GROUND Assure Proper GFI Locations, Including One Within 25' Of Outside A/C Unit PROVIDE A KNOX BOX FOR FIRE DEPARTMENT ACCESS. IF LAWN SPRINKLER IS PROVIDED, PERMIT MUST BE ISSUED PRIOR TO CERTIFICATE OF OCCUPANCY. REQUIRED EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY,TOOL OR SPECIAL KNOWLEDGE/EFFORT All outdoor lighting must be in compliance with Section 7.10, Outdoor lighting Standards of the City's Unified Development Ordinance All roof and ground -mounted mechanical equipment shall be sreened from view or isolated so as not to be visible from any public right-of-way or residential district within 150 feet of the subject lot, measured from a point five feet above grade. Such screening shall be coordinated with the building architecture and scale to maintain a unified appearance. Acceptable methods of screening rooftop equipment may include, but are not limited to encasement, parapet walls, or partition screens. COLLEGE STATION ELECTRICAL DIVISION REQUESTS THAT THE METER BUILDING DEPT APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Page 2 Application Number . . . . . 06-00003518 Date 12/13/06 ---------------------------------------------------------------------------- Special Notes and Comments Shall advertise only the name of, uses of, or goods or services available within the building or tenant lease space to which the banner is attached. Shall not be located within public road ROW (State or Local) . Shall not obstruct any window, door, stairway, or other opening inteded for ingress or for needed ventilation or light. Shall not exceed the top of the structure to which it is attached. Shall advertise only the name of, uses of, or goods or services available within the building, or tenant lease space, to which the banner is attached. Shall be mounted parallel to the face of the building. Shall not be cantilevered away from the structure. Shall not extend more than one foot from any exterior building face, mansard, awning, or canopy. Shall not obstruct any window, door, stairway, or other opening intended for ingress or for needed ventilation or light. Shall not be attached to any tree, fence, or public utility pole. NOTE FROM WATER DEPT--REDUCED PRESSURE ASSEMBLY REQUIRED FOR CAR WASH, POSTMIX CARBONATER, AND HEATING/AC WITH DIRECT CONNECTION TO WATER SUPPLY AND LAWN IRRIGATION SYSTEMS. ALL DEVICES MUST BE TESTED UPON INSTALLATION BY CERTIFIED TESTER REGISTERED WITH THE CITY OF COLLEGE STATION PUBLIC UTILITIES DEPT. LAWN IRRIGATION MAY USE A PRESSURE VACCUM BREAKER INSTALLED PER AWWA STANDARDS AND CITY'S ORD #2394. ALL DEVICES MUST BE INSTALLED PER AWWA AND CITY'S ORD#2394 ELETRIC UTILITIES COMMENTS DEVELOPER INSTALLS CONDUIT PER CITY SPECS & DESIGN DEVELOPER PROVIDES TEMP BLANKET EASEMENT FOR CONSTRUCTION DEVELOPER POURS TRANSFORMER PAD PER CITY SPECS (IF NECESSARY) DEVELOPER PROVIDES 30' RIGID CONUDIT FOR RISER POLE (IF NECESSARY) DEVELOPER INSTALLS FIRST 10' OF CONDUIT ON RISER POLE. CITY INSTALLS REMAINING 201. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE AS INSTALLED FOR ELECTRIC LINES. DEVELOPER PROVIDES DIGITAL SITE PLAN IN AUTOCADE 14 -------------------eRES - --------- -------------_-�--------------- BUILDING DE - -PT- TA E:APPLICANT: ,BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Application Number 06-00003518 Page 4 Date 12/13/06 Special Notes and Comments CAN/ELECTRICAL SERVICE DISCONNECT BE LOCATED ON THE STRUCTURE AS CLOSE AS POSSIBLE TO THE SECONDARY FEEDER CONDUIT FROM THE TRANSFORMER. (see site plan for location of conduit or contact electrical division) CONSTRUCTION ACTIVITY BETWEEN THE HOURS OF 10:00 PM AND 7:00 AM MUST COMPLY WITH THE NOISE ORDINANCE (MAX. 55 DBA) PROVIDE PANIC HARDWARE ON EXIT DOORS If PEX water supply piping is sleeved below the slab, seal annular space. at ends with caulk, foam or other means. ANY CHANGES OR ALTERATIONS TO SUBMITTED PLANS MUST BE RESUBMITTED AND APPROVED BEFORE WORK IS DONE IN ORDER TO ASSURE CODE COMPLIANCE POST PERMIT CARD ON JOB SITE WHEN WATER MAIN PRESSURE EXCEEDS 80 PSI, AN APPROVED PRESSURE REDUCING VALVE SHALL BE PROVIDED THAT LIMITS THE MAXIMUM STATIC WATER PRESSURE TO 80 PSI PROVIDE SANITARY FACILITIES FOR WORKERS ON SITE LOCATED OFF THE PUBLIC RIGHT-OF-WAY. PROVIDE STRING LINES FOR ALL BUILDING SETBACKS AND EASEMENTS ON FOUNDATION INSPECTION. AS PER THE ZONING ORDINANCE SECTION 12.3.L; ATTACHED SIGNS SHALL NOT EXTEND MORE THAN ONE FOOT AWAY FROM EXTERIOR BUILDING FACE REMOVE ALL VEGETATION AND FOREIGN MATERIAL FROM SLAB AREA PRIOR TO PLACING FILL. FILL SHALL BE FREE FROM VEGETATION AND FOREIGN MATERIAL. ALL PLUMBING, ELECTRICAL, AND HVAC (mechanical) WORK MUST BE PERFORMED BY LICENSED CONTRACTORS. CONTACT BUILDING DEPARTMENT FOR INSPECTIONS PRIOR TO COVERING ANY WORK PROVIDE SPECIAL INSPECTIONS/ REPORTS FOR STRUCTURAL CONNECTIONS PRIOR TO COVERUP. FINAL SPECIAL INSPECTION REPORT SUBMITTED PRIOR TO C.O. Fee summary Charged Paid Credited Due Permit Fee Total 210.00 210.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 210.00 210.00 .00 .00 BUILDING DEPT Rg-RR S APPLICANT: APPLICATION FOR BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TX 77840 CrrY OF COLLEGE STATION (979) 764-3570 (979) 764-3496 FAX Planning d Dmlop..t &,im W W W.CSTX.GOV ADDRESS/LOCATION: 72 U LOT BLOCK SUBDIVISION 4 BUSINESS/OWNER NAME: ✓ c �e w D� + Q CONTRACTOR/HOMEOWNER: Xnr�e� �1�Ce d S CONTRACTOR ADDRESS: $o ELECTRICIAN: HVAC: RY/STORAGE Fx offca U Oily n (6le DATE: T CC OREG APPLICATION # — l TEMP POLE # SEC/PH \ PHONE: Oc, 777&9`0 PHONEl" 6 ' �( rr /I r - - w PLUMBER: GOOD CENTS (Residential only): CLASS OF WORK LIMJ LOCATION RE -ROOF U3 ADDITION MOVING SHELL ONLY DEMOLITION (Asbestos Survey) NEW CONSTRUCTION * SLAB ONLY DUPLEX (Landscape Plans REMODEURENOVATION* SWIMMING POOL Required) DESCRIPTION OF WORK: �'oi aK��N-foMC.�c �✓ Cy..s !. STRUCTURE USE: (110,- HOMEOWNER ASSOCIATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: ,,,TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ r% VALUATION: $ 4"5 TOTAL AREA: �/ 4 - HEATED AREA: (Cost of I.Abor and Materials) 2f PUBLIC SEWER NUMBER OF BEDROOMS: SEPTIC/TREATMENT SYSTEM SEWER TAP WATER TAP: ❑ OTHER TAP: G f If �K;yT� SIZE J o� SIZE a .AI SIZE TEMP POLE AIA GARAGE TYPE: SINGLE El ATTACHED NUMBER OF BATHROOMS: F- K - (4 cA INTERIOR WALL TYPE: d e— k EXTERIOR WALL TYPE: •a FOUNDATION TYPE: �G��-�e �. e �E'�?✓'�� ROOF TYPE: DOUBLE ED TRIPLE Q CARPORT ED SIGNATURE OF APPLICANT: I(ice *If proposed work involves new Comm al constructi or faca improvements/renovations to an existing commercial property, building elevations are required Official Use Only C ments: �- brC ,dam✓ 3/Ze��eS or NO Plans Examiner Zoning Official D' t Energy Code Compliance Information % Glazing of exterior walls G¢ Insulation R value of exterior walls A/k. Insulation R value of ceiling 1 (flat areas) A - Insulation R value of ceiling 2 (vaulted areas/no attic) IVA— Glazing SHGC Glazing U-Factor R value of ductwork i- A/C SEER Rating �/�— W No City of College Station Page of 000V Building Inspection Department PLANS EXAMINATION REPORT Address: 7Z n "d'l�' �'^`'` % Date: 12� S�oG Project Name: Drawing Number Code Ref. Number Questions or Comments C C t'cc l Received by: Date: